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CITY OF SAN BERNARDINO
AGENDA
FOR THE
REGULAR MEETING OF THE MAYOR AND CITY COUNCIL
OF THE CITY OF SAN BERNARDINO, MAYOR AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO ACTING AS
THE SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY, MAYOR AND CITY COUNCIL OF THE CITY OF SAN
BERNARDINO ACTING AS THE SUCCESSOR HOUSING AGENCY TO THE REDEVELOPMENT AGENCY, AND MAYOR
AND CITY COUNCIL OF THE CITY OF SAN BERNARDINO ACTING AS THE HOUSING AUTHORITY
WEDNESDAY, NOVEMBER 4, 2020
5:30 PM – CLOSED SESSION 7:00 PM – OPEN SESSION
VIA ZOOM • SAN BERNARDINO, CA 92410 • WWW .SBCITY.ORG
Theodore Sanchez John Valdivia Jim Mulvihill
MAYOR PRO-TEM, W ARD 1 MAYOR COUNCIL MEMBER, WARD 7
Sandra Ibarra
Robert D. Field
COUNCIL MEMBER, W ARD 2 CITY MANAGER
Juan Figueroa Sonia Carvalho
COUNCIL MEMBER, W ARD 3
CITY ATTORNEY
Fred Shorett Genoveva Rocha
COUNCIL MEMBER, W ARD 4 CITY CLERK
Henry Nickel
COUNCIL MEMBER, W ARD 5
Bessine L. Richard
COUNCIL MEMBER, W ARD 6
Welcome to a meeting of the Mayor and City Council of the City of San Bernardino.
o Written comment on any item may also be submitted to the City Clerk to be included in the meeting
record. It will not be read aloud by the City Clerk.
o Those who wish to speak on public or quasi-judicial hearing items will have three minutes for each item.
o Please contact the City Clerk’s Office (909)384-5002 two working days prior to the meeting for any
requests for reasonable accommodation to include interpreters.
o All documents for public review are on file with the City Clerk’s Office or may be accessed online by
going to www.sbcity.org.
Regular Meeting Agenda November 4, 2020
Mayor and City Council of the City of San Bernardino Page 3 Printed 10/30/2020
CALL TO ORDER
Attendee Name Present Absent Late Arrived
Mayor Pro-Tem, Ward 1 Theodore Sanchez
Council Member, Ward 2 Sandra Ibarra
Council Member, Ward 3 Juan Figueroa
Council Member, Ward 4 Fred Shorett
Council Member, Ward 5 Henry Nickel
Council Member, Ward 6 Bessine L. Richard
Council Member, Ward 7 Jim Mulvihill
Mayor John Valdivia
City Manager Robert D. Field
City Attorney Sonia Carvalho
City Clerk Genoveva Rocha
5:30 P.M.
CLOSED SESSION PUBLIC COMMENT
CLOSED SESSION
(A) CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION
Significant exposure to litigation (Pursuant to Government Code Section
54956.9(d)(2)): One case. Facts and circumstances: Threats of litigation made by
nearby residents at Council meeting on October 21 and by developer verbally to
City staff on October 22 relating to the development at 6920 Palm Avenue
involving TTM 16794 and TUP 20-033.
7:00 P.M.
INVOCATION AND PLEDGE OF ALLEGIANCE
CLOSED SESSION REPORT
PRESENTATIONS
1. Caltrans Safety and Speed Management Activities
2. Proclamation - National Nurse Practitioner Week November 8-14, 2020
PUBLIC COMMENTS FOR ITEMS LISTED AND NOT LISTED ON THE AGENDA
Regular Meeting Agenda November 4, 2020
Mayor and City Council of the City of San Bernardino Page 4 Printed 10/30/2020
STAFF REPORTS
3. Verification of Sufficiency of Signatures for Petition Entitled “Initiative
Measure Proposing to Reduce the Rate of the City of San Bernardino Service
Users Tax from 7.75% to 3%” and Further Action by City Council on the
Initiative Petition (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, take the following actions:
1. Receive, file and accept a Certificate of Sufficiency of Initiative Petition; and
2. Direct staff to prepare a report analyzing the impact of the proposed initiative
measure.
PUBLIC HEARINGS
4. Rancho Palma (Ward 5)
Recommendation
Adopt Resolution No. 2020-267 of the Mayor and City Council of the City of San
Bernardino, California, upholding the Planning Commission’s approval of
Development Permit Type-P 20-04 (Attachment 1 and 2).
5. Warmington Homes Project (Ward 3)
Recommendation
Planning Commission recommends that the Mayor and City Council of the City of
San Bernardino, California:
1) Adopt Resolution No. 2020-265 of the Mayor and City Council of the City of San
Bernardino, California, adopting the Mitigated Negative Declaration and
Mitigation Monitoring and Reporting Program, and approving General Plan
Amendment 20-03 changing the General Plan Land Use Designation from
Commercial to Multiple-Family Residential of one (1) parcel (APN: 0281-161-48)
containing approximately 9.60 acres (Attachment 1);
2) Introduce, read by title only, and waive further reading of Ordinance No. MC -
1549 of the Mayor and City Council of the City of San Bernardino, California,
approving Development Code Amendment (Zoning Map Amendment) 20-04
changing the Zoning District Classification from Commercial General (CG -1) to
Residential Medium (RM) of one (1) parcel (APN: 0281-161-48) containing
approximately 9.60 acres, pursuant to a Mitigated Negative Declaration
(Attachment 2);
3) Adopt Resolution No. 2020-266 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Permit Type -P 20-02 allowing the
development and establishment of a Planned Residential Development
comprised of ninety-six (96) detached single-family residences and Subdivision
20-03 approving corresponding Tentative Tract Map 20293 located on the east
Regular Meeting Agenda November 4, 2020
Mayor and City Council of the City of San Bernardino Page 5 Printed 10/30/2020
side of S. Ferree Street (APN: 0281-161-48), pursuant to a Mitigated Negative
Declaration (Attachment 3); and
4) Schedule the second reading of the above Ordinance to the regularly scheduled
meeting of the Mayor and City Council on November 18, 2020.
CONSENT CALENDAR
6. Monthly Investment Portfolio Report for September 2020 (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, accept and file the Monthly Investment Portfolio Report for September
2020.
7. Approval of Commercial and Payroll Disbursements (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California approve the commercial and payroll disbursements for October 2020.
8. Subordination of a Deed of Trust in Connection with 6427 Briarwood Court,
San Bernardino, California (Ward 5)
Recommendation
Adopt a Resolution No. 2020-268 of the Mayor and City Council of the City of San
Bernardino, California, acting as the Successor Housing Agency to the
Redevelopment Agency of the City of San Bernardino approving a Subordination of
a Deed of Trust in connection with a refinancing of the Senior Mortgage Relating to
real property located at 6427 Briarwood Court, San Bernardino, California.
9. Subordination of a Deed of Trust in Connection with 2743 North Lugo Avenue,
San Bernardino, California (Ward 7)
Recommendation
Adopt a Resolution No. 2020-269 of the Mayor and City Council of the City of San
Bernardino, California, acting as the Successor Housing Agency to the
Redevelopment Agency of the City of San Bernardino approving a Subordination of
a Deed of Trust in connection with a refinancing of the Senior Mortgage Relating to
real property located at 2743 North Lugo Avenue, San Bernardino, California.
10. West Coast Lights & Sirens, Inc. Purchase Order (All Wards)
Recommendation
Adopt Resolution No. 2020-270 of the Mayor and City Council of the City of San
Bernardino, California to:
1. Authorize the City Manager to execute a vendor services agreement between the
City of San Bernardino and West Coast Lights and Sirens; and
2. Authorize the Director of Finance to issue a purchase order to West Coast Lights
and Sirens in an amount not to exceed $94.000.
Regular Meeting Agenda November 4, 2020
Mayor and City Council of the City of San Bernardino Page 6 Printed 10/30/2020
11. Library Grant and Other Funding Appropriation (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California:
1. Accept grant funding in the amounts of $128,600 from the California Department
of Education, $110,775 from the California State Library for Literacy Department
services, and $9,237 for E-Resources for the Library’s regular budget; and
2. Authorize the Director of Finance to amend the FY 2020/21 Budget to
appropriate the funding for these items.
12. Donation Fund for Animal Services (All Wards)
Recommendation
Adopt Resolution No. 2020-274 of the Mayor and City Council of the City of San
Bernardino, California, approving the establishment of special funds for the benefit
of the San Bernardino Municipal Animal Shelter.
13. Adoption of Ordinance MC-1546 (Ward 1)
Recommendation
Adopt Ordinance No. MC-1546 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Code Amendment (Zoning Map
Amendment) 19-08 to change the Zoning District Classification from Public Park
(PP) to Industrial light (IL) of three (3) parcels (APN(S): 0280-151-07, 08, and 09)
containing a total of approximately 13.97 acres, pursuant to a Mitigated Negative
Declaration (Attachment 1).
ITEMS TO BE REFERRED TO COMMITTEE
REPORTS ON CONFERENCES/MEETINGS ATTENDED
ADJOURNMENT
The next joint regular meeting of the Mayor and City Council and the Mayor and City Council
Acting as the Successor Agency to the Redevelopment Agency will be held on Wednesday,
November 18, 2020 via tele-conference. Closed Session will begin at 5:30 p.m. and Open
Session will begin at 7:00 p.m.
CERTIFICATION OF POSTING AGENDA
I, Genoveva Rocha, CMC, City Clerk for the City of San Bernardino, California, hereby certify
that the agenda for the November 4, 2020 Regular Meeting of the Mayor and City Council and
the Mayor and City Council acting as the Successor Agency to the Redevelopment Agency was
posted on the City’s bulletin board located at 201 North “E” Street, San Bernardino, California,
at the San Bernardino Public Library located at 555 West 6th Street, San Bernardino, California,
and on the City’s website sbcity.org on Friday, October 30, 2020.
I declare under the penalty of perjury that the foregoing is true and correct.
___________________________________
Genoveva Rocha, CMC, City Clerk
Regular Meeting Agenda November 4, 2020
Mayor and City Council of the City of San Bernardino Page 7 Printed 10/30/2020
NOTICE: Any member of the public may address this meeting of the Mayor and City
Council and the Mayor and City Council Acting as the Successor Agency to the
Redevelopment Agency on any item appearing on the agenda by approaching the
microphone in the Council Chamber when the item about which the member desires to
speak is called and by asking to be recognized.
Any member of the public desiring to speak to the Mayor and City Council and the
Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency
concerning any matter not on the agenda but which is within the s ubject matter
jurisdiction of the Mayor and City Council and the Mayor and City Council Acting as the
Successor Agency to the Redevelopment Agency may address the body at the end of
the meeting, during the period reserved for public comments. Said total pe riod for public
comments shall not exceed 60 minutes, unless such time limit is extended by the Mayor
and City Council and the Mayor and City Council Acting as the Successor Agency to the
Redevelopment Agency. A three minute limitation shall apply to each member of the
public, unless such time limit is extended by the Mayor and City Council and the Mayor
and City Council Acting as the Successor Agency to the Redevelopment Agency. No
member of the public shall be permitted to “share” his/her three minutes wi th any other
member of the public.
Speakers who wish to present documents to the governing body may hand the
documents to the City Clerk at the time the request to speak is made.
The Mayor and City Council and the Mayor and City Council Acting as the Suc cessor
Agency to the Redevelopment Agency may refer any item raised by the public to staff,
or to any commission, board, bureau, or committee for appropriate action or have the
item placed on the next agenda of the Mayor and City Council and the Mayor and City
Council Acting as the Successor Agency to the Redevelopment Agency. However, no
other action shall be taken nor discussion held by the Mayor and City Council and the
Mayor and City Council Acting as the Successor Agency to the Redevelopment Agency
on any item which does not appear on the agenda unless the action is otherwise
authorized in accordance with the provisions of subdivision (b) of Section 54954.2 of the
Government Code.
Public comments will not be received on any item on the agenda when a pu blic hearing
has been conducted and closed.
Page 1
Staff Report
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Genoveva Rocha, City Clerk
Subject: Verification of Sufficiency of Signatures for Petition Reducing
Service Users Tax (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, take the following actions:
1. Receive, file and accept a Certificate of Sufficiency of Initiative Petition; an d
2. Direct staff to prepare a report analyzing the impact of the proposed initiative
measure.
Background
On March 20, 2020, the City received a Notice of Intent to Circulate a Petition and
proposed initiative measure (“Measure”) from Ryan Fischer, an au thorized
representative of Samuel Coleman, a San Bernardino resident and proponent of the
Measure. If approved, the Measure would reduce the rate of the City’s current Service
Users Tax from 7.75 percent to 3 percent.
Section 900 of the City’s Charter provides that initiative measures shall follow the
procedures set forth in the California Elections Code. In accordance with the Elections
Code, the City Attorney’s office timely prepared and sent a ballot title and summary of
the Measure to the Measure’s proponent and authorized representative on April 2,
2020. The proponent then had 6 months from receipt of the ballot title and summary to
gather enough signatures to qualify the Measure for the ballot.
On September 23, 2020, the proponent timely submitted a signed petition (Attachment
No. 2) to the City Clerk’s Office. As is standard practice, the City Clerk’s Office
forwarded the signed petition to the San Bernardino County Registrar of Voters to verify
the validity of the petition signatures.
On October 20, 2020, the City Clerk’s office received a notification from the County
Registrar of Voters that the petition contains 2,339 valid signatures. Generally, the
Elections Code requires the signatures of at least 10 percent of the City’s registered
voters to qualify a local measure. However, pursuant to Proposition 218, a provision of
the State Constitution relating to local taxes (Calif. Const. Art. XIIIC, Sec. 3), the
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signature threshold to qualify a local tax repeal or reduction measure was lowered to 5
percent of the City’s registered voters who voted for any candidate for Governor at the
last Statewide election (November, 2018). That lowers the minimum signature
requirement to 1,972 in order to qualify the measure. Therefore, the Measure has
qualified for the ballot.
Discussion
City Council Options/Action Required
The Certificate of Sufficiency of Initiative Petition (Attachment No. 1) is attached to this
report and it is recommended that the Mayor and City Council receive, file, and accept
the certificate as valid in all respects.
Since the Measure has obtained the required number of signatures, the Mayor and City
Council’s options under Elections Code Sections 1405 and 9215 are as follows:
a) Adopt the Measure, without alteration, at this meeting, or within 10 days after;
b) Submit the Measure to the voters at the next regular municipal election occurring
at least 88 days later. A “regular municipal election” is one where
Councilmembers are elected. The next regular municipal election upon which
this Measure can be placed will be November 8, 2022;
c) Submit the Measure to the voters at a special municipal election occurring on a
Tuesday between 88 and 103 days after the City Council calls the election (either
February 2, 2021 or February 9, 2021); or
d) Direct Staff to prepare an impartial and informational report analyzing the impact
of the Measure on the City’s land use and development regulations, finances,
ability to provide public services, and the like. Staff must present the report not
later than 30 days after it is ordered by the City Council (by December 4, 2020). If
the City Council chooses this option, once the report has been prepared and
presented, the City Council will need to consider options a through c above.
Depending upon when the Council considers the report, the available dates for a
special election would change by approximately one month (to a Tuesday in late
February or early-March, 2021).
This evening, the Mayor and City Council is required to select one of the options
outlined above in order to comply with the California Elections Code. If the Council does
not order preparation of the impact report this evening, it must place the Measure on the
ballot on any of the election dates identified above.
If the Mayor and City Council order Staff to prepare the Impact Report, Staff intends to
bring said report to the Mayor and City Council at its meeting on December 2, 2020 , at
which time, the Mayor and City Council must select one of the other options.
2020-2025 Key Strategic Targets and Goals
The request for an Impact Report aligns with Key Target No.1: Financial Stability-
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Securing a long-term revenue source, and implementing, maintaining, and updating a
fiscal accountability plan.
Fiscal Impact
Option a) No direct fiscal impact in the process of adopting the Measure without
alteration. However, the long-term effect of this Measure will be an estimated reduction
in general fund revenue of approximately $14,000,000 annually.
Option b) The November 8, 2022 regular municipal election will already be budgeted.
According to the County Registrar of Voters Office, the additional cost to the City to add
an initiative measure to this ballot is estimated to be $296,000 based on the estimate
received for the November 3, 2020 General Municipal Election.
Option c) Adding the Measure to a special municipal election ballot in February or
March, 2021 is to be determined and is not currently budgeted. Special municipal
elections tend to be significantly more expensive because the cost would b e borne
exclusively (or nearly exclusively) by the City, in contrast to the November 8, 2022
regular election where many agencies will share the cost.
Alternative Recommendation:
If the City Council chooses to forego the opportunity to receive an imparti al and
informational report analyzing the impact of the Measure on the City, staff would
recommend the Council proceed with Option a). The motion for option a) is to: Receive,
file and accept the Certificate of Sufficiency of Initiative Petition, and subm it the
Measure to the voters at the next regular General Municipal Election on November 8,
2022, including the adoption of:
1. Resolution No. 2020-271 of the Mayor and City Council of the City of San
Bernardino, submitting to the qualified voters of the City of San Bernardino an
initiative measure reducing the rate of the city’s service users tax from seven and
three-quarters percent (7.75%) to three percent (3%), at the general municipal
election to be held on Tuesday, November 8, 2022. (Attachment No. 3)
2. Resolution No. 2020-272 of the Mayor and City Council of the City of San
Bernardino, requesting the Board Of Supervisors of the County Of San
Bernardino to consolidate a General Municipal Election to be held on November
8, 2022 with the Statewide General Election to be held on that date pursuant to
Elections Code Section 10403 (Attachment No. 4)
3. Resolution No. 2020-273 of the Mayor and City Council of the City of San
Bernardino providing for the filing of primary and rebuttal arguments and setting
rules for the filing of written arguments regarding a City measure to be submitted
at the November 8, 2022 General Municipal Election (Attachment No. 5)
Resolution No. 2020-273 providing for the filing of primary and rebuttal arguments, and
setting rules for the filing of written arguments includes approximate dates. It will require
an amended Resolution to be brought forward to the Mayor and City Council in 2022
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once the San Bernardino County Registrar of Voters has established the official
deadlines.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, take the following actions:
1. Receive, file and accept a Certificate of Sufficiency of Initiative Petition; and
2. Direct staff to prepare a report analyzing the impact of the proposed initiative
measure.
Attachments
Attachment 1 Certificate of Sufficiency of Initiative Petition
Attachment 2 Proponent’s Proposed Initiative Measure
Attachment 3 Resolution No. 2020-271
Attachment 4 Exhibit A to Resolution No. 2020-271 - Text of initiative
measure/Ordinance
Attachment 5 Resolution No. 2020-272
Attachment 6 Resolution No. 2020-273
Ward: All
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CERTIFICATE OF SUFFICIENCY OF INITIATIVE PETITION
I, Genoveva Rocha, City Clerk of the City of San Bernardino, County of San Bernardino, State of
California, hereby certify that:
The petition entitled “Initiative Measure Proposing to Reduce the Rate of the City of San
Bernardino Service Users Tax from 7.75% to 3%” was filed with the City Clerk Department on
September 23, 2020 by Mr. Ryan Fischer an authorized representative of proponent Samuel
Coleman.
That said petition contains signatures purporting to be signatures of qualified electors of the City
of San Bernardino, California;
That attached to this petition at the time it was filed, was an affidavit purporting to be the affidavit
of the person(s) who solicited the signatures;
That after the proponents filed this petition and based on the County of San Bernardino Registrar
of Voters’ Signature Verification Certificate; I have determined the following facts regarding this
petition:
1. Total number of signatures filed by proponent raw count (preliminary) 4,411
2. Total number of signatures verified: 4,411
3. Number of signatures found sufficient: 2,239
4. Number of signatures found insufficient: 2,072
5. Number of signatures insufficient because of duplication: 135
6. Total number of signatures required (.05% x 39,459) 1,972
Based on the above, the petition is deemed to be sufficient.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of
San Bernardino, California this 26th day of October, 2020.
Genoveva Rocha, CMC
City Clerk
City of San Bernardino
3.a
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INITIATIVE MEASURE TO BE SUBMITTED DIRECTLY TO THE VOTERS
The City Attorney of the City of San Bernardino has prepared the following title and summary of the chief
purpose and points of the proposed measure: AN INITIATIVE MEASURE PROPOSING TO REDUCE
THE RATE OF THE CITY OF SAN BERNARDINO SERVICE USERS TAX FROM 7.75% TO 3%.
Residents of San Bernardino currently pay a Service User’s Tax (SUT) for telecommunications (including video), gas,
and electricity service. The current rate is 7.75% of the charges for these services. The SUT is a general tax, meaning that
SUT revenues are paid into the City’s General Fund. For Fiscal Year 2019-20, the SUT is expected to generate
approximately $23,700,000 in General Fund revenues. General Fund revenues are budgeted by the City Council annually
for general city services, such as police and public safety response, parks, library services, and recreational programs. The
initiative measure would amend the City’s Municipal Code by reducing the rate of the SUT from 7.75% to 3%. According
to City financial projections, if the measure is approved by voters, General Fund revenues would be reduced by
approximately $14,500,000 annually in future years. The City Council would have to decide, as part of the budgeting
process, which City services will have to be reduced to balance the budget for those future years.
NOTICE OF INTENT TO CIRCULATE PETITION
Notice is hereby given by the persons whose names appear hereon of their intention to circulate the petition within the
City of San Bernardino, CA for the purpose reducing the Service User Tax. A statement of the reasons of the proposed
action as contemplated in the petition is as follows: A. Local governments’ appetite for revenue adds to the rapidly rising
costs of living our residents face for housing, childcare, gasoline, food, energy, healthcare and education. The growing
burden of taxes and charges is hurting hardworking residents who find themselves living paycheck to paycheck and being
forced to make tough choices between paying for housing, food, or healthcare. B. Further adding to this burden, the City
San Bernardino imposes a Service User Tax, commonly known as a Utility User Tax, on residents within the city. This
7.75 percent (7.75%) tax is imposed on a wide range of necessary and essential services, including electricity, gas and
telecommunication services. In recent years, the city expanded the range of services that it can tax to include cable
television and video streaming services as well as mobile telecommunications services, including the data plans residents
have become so reliant upon to access social media and transact in our modern society. C. A clear majority of California
Cities DO NOT impose these taxes on their residents. Of those cities that do impose these taxes on essential services, San
Bernardino’s 7.75 percent (7.75%) tax rate is among the highest in the state. D. The people of the City of San Bernardino
find and declare that the Service User Tax of 7.75 percent (7.75%) collected by our city government is much greater than
we can bear. In this view, the people seek to reduce this tax rate to 3.00 percent (3.00%). The names and signatures of the
proponents are as follows: /s/ Samuel Coleman, San Bernardino, CA
NOTICE TO THE PUBLIC: THIS PETITION MAY BE CIRCULATED BY A PAID SIGNATURE
GATHERER OR A VOLUNTEER. YOU HAVE THE RIGHT TO ASK. THE PROPONENTS OF THIS
PROPOSED INITIATIVE MEASURE HAVE THE RIGHT TO WITHDRAW THIS PETITION AT
ANY TIME BEFORE THE MEASURE QUALIFIES FOR THE BALLOT. We the undersigned qualified electors of
the City of San Bernardino request that the following ordinance be submitted immediately to a vote of the people at a special election.
Use Pen Only – PLEASE PRINT ALL INFORMATION EXCEPT SIGNATURE
1. Print Name
_____________________________________
Sign as Registered to Vote
Residence Address ONLY
_____________________________________________
City Zip
2. Print Name
________________________________________
Sign as Registered to Vote
Residence Address ONLY
_______________________________________
City Zip
3. Print Name
_____________________________________
Sign as Registered to Vote
Residence Address ONLY
_________________________________________
City Zip
4. Print Name
______________________________________
Sign as Registered to Vote
Residence Address ONLY
_____________________________________
City Zip
5. Print Name
______________________________________
Sign as Registered to Vote
Residence Address ONLY
_____________________________________
City Zip
DECLARTION OF CIRCULATOR (To be completed in the circulators own hand after above signatures have been collected.)
I, ___________________________________________________________ declare I am 18 years of age or older. My residence address
is__________________________________________________________________________________________. I personally circulated the attached petition for
signing. I witnessed each of the appended signatures being written on this petition, and to the best of my information and belief, each sign ature is the genuine
signature of the person whose name it purports to be. The appended signatures were obtained between the dates of ____________________, 20_____ and
___________________, 20_____ inclusive. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Executed on ___________________,20_____ at __________________________________ ______________________________________________
Complete Signature (Full Name of Circulator)
This column for
official use only
(address, city, state, zip)
(full first, middle and last name)
(beginning month, day, year)
(ending month, day, year)
(month, day, year) (place of signing, City, State) REGISTERED VOTERS ONLY 3.b
Packet Pg. 15 Attachment: Attachment No. 2 - Proponent’s Proposed Initiative Measure (6959 : Verification of Sufficiency of Signatures for Petition Reducing Service Users Tax (All Wards))
INITIATIVE MEASURE TO BE SUBMITTED DIRECTLY TO THE VOTERS
The City Attorney of the City of San Bernardino has prepared the following title and summary of the chief
purpose and points of the proposed measure: AN INITIATIVE MEASURE PROPOSING TO REDUCE
THE RATE OF THE CITY OF SAN BERNARDINO SERVICE USERS TAX FROM 7.75% TO 3%.
Residents of San Bernardino currently pay a Service User’s Tax (SUT) for telecommunications (including video), gas,
and electricity service. The current rate is 7.75% of the charges for these services. The SUT is a general tax, meaning that
SUT revenues are paid into the City’s General Fund. For Fiscal Year 2019-20, the SUT is expected to generate
approximately $23,700,000 in General Fund revenues. General Fund revenues are budgeted by the City Council annually
for general city services, such as police and public safety response, parks, library services, and recreational programs. The
initiative measure would amend the City’s Municipal Code by reducing the rate of the SUT from 7.75% to 3%. According
to City financial projections, if the measure is approved by voters, General Fund revenues would be reduced by
approximately $14,500,000 annually in future years. The City Council would have to decide, as part of the budgeting
process, which City services will have to be reduced to balance the budget for those future years.
NOTICE OF INTENT TO CIRCULATE PETITION
Notice is hereby given by the persons whose names appear hereon of their intention to circulate the petition within the
City of San Bernardino, CA for the purpose reducing the Service User Tax. A statement of the reasons of the proposed
action as contemplated in the petition is as follows: A. Local governments’ appetite for revenue adds to the rapidly rising
costs of living our residents face for housing, childcare, gasoline, food, energy, healthcare and education. The growing
burden of taxes and charges is hurting hardworking residents who find themselves living paycheck to paycheck and being
forced to make tough choices between paying for housing, food, or healthcare. B. Further adding to this burden, the City
San Bernardino imposes a Service User Tax, commonly known as a Utility User Tax, on residents within the city. This
7.75 percent (7.75%) tax is imposed on a wide range of necessary and essential services, including electricity, gas and
telecommunication services. In recent years, the city expanded the range of services that it can tax to include cable
television and video streaming services as well as mobile telecommunications services, including the data plans residents
have become so reliant upon to access social media and transact in our modern society. C. A clear majority of California
Cities DO NOT impose these taxes on their residents. Of those cities that do impose these taxes on essential services, San
Bernardino’s 7.75 percent (7.75%) tax rate is among the highest in the state. D. The people of the City of San Bernardino
find and declare that the Service User Tax of 7.75 percent (7.75%) collected by our city government is much greater than
we can bear. In this view, the people seek to reduce this tax rate to 3.00 percent (3.00%). The names and signatures of the
proponents are as follows: /s/ Samuel Coleman, San Bernardino, CA
TEXT OF PROPOSED LAW
SAN BERNARDINO SERVICE USER TAX REDUCTION ACT
The People of the City of San Bernardino do ordain as follows:
SECTION 1: TITLE
This initiative measure shall be known as and may be cited as the San Bernardino Service User Tax Reduction Act.
SECTION 2: FINDINGS AND DECLARATIONS
We the people of the City of San Bernardino do find and declare the following:
A. The City of San Bernardino imposes a Service User Tax, commonly known as a Utility User Tax, on residents and
businesses within the city. This 7.75 percent (7.75%) tax is imposed on a wide range of necessary and essential services,
including electricity, gas and telecommunication services. In 2008, the city expanded the range of services that it can tax
to include cable television and video streaming services as well as mobile telecommunications services including data
plans.
B. A clear majority of California Cities DO NOT impose these taxes on their residents. Of those cities that do impose
these taxes on essential services, San Bernardino’s 7.75 percent (7.75%) tax rate is among the highest in the state.
SECTION 3: PURPOSE AND INTENT
It is the intent of the people of the City of San Bernardino in enacting this initiative measure to:
A. Reduce the San Bernardino Service User Tax by amending chapters 3.44 and 3.46 of the San Bernardino Municipal
Code.
SECTION 4: AMENDMENT OF MUNICIPAL CODES
References to a 7.75 percent (7.75%) tax rate which appear at various locations under Chapter 3.44 and Chapter 3.46 are
hereby amended to state a tax rate of 3.00 percent (3.00%) as follows:
A. The reference to “…7.75 percent (7.75%)…” appearing in the second sentence of paragraph A of section 3.44.050
(Electricity user’s tax) is amended and replaced with “…3.00 percent (3.00%)…”
B. The reference to “…7.75 percent (7.75%)…” appearing in the second sentence of paragraph A of section 3.44.060 (Gas
user’s tax) is amended and replaced with “…3.00 percent (3.00%)…”
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Packet Pg. 16 Attachment: Attachment No. 2 - Proponent’s Proposed Initiative Measure (6959 : Verification of Sufficiency of Signatures for Petition Reducing Service Users Tax (All Wards))
C. The references to “…7.75 percent (7.75%)…” appearing in the first and second sentences of section 3.44.065
(Application of City users tax) is amended and replaced with “…3.00 percent (3.00%)…”
D. The reference to “…7.75 percent (7.75%)…” appearing in the second sentence of paragraph A of section 3.46.040
(Communication user’s tax) is amended and replaced with “…3.00 percent (3.00%)…”
SECTION 5: EFFECTIVE DATE
These amendments to the Municipal Code become effective immediately upon the date that this initiative measure is
confirmed and approved by the voters of the City of San Bernardino.
SECTION 6: SERVERABILTIY
If any section, subsection, sentence, clause, phrase, or portion of this initiative measure is for any reason held to be inva lid
or unenforceable by a court of competent jurisdiction, the remaining portions of this initiative measure shall nonetheless
remain in full force and effect. The people hereby declare that they would have adopted each section, subsection,
sentence, clause, phrase, or portion of this initiative measure, irrespective of the fact that any one or more sections,
subsections, sentences, clauses, phrases, or portions of this initiative measure be declared invalid or unenforceable.
SECTION 7: COMPETING MEASURES
If this initiative measure and another initiative measure or initiative measures relating to the reduction of service user
taxes in the City of San Bernardino appear on the same ballot, the provisions of the other initiative measure or initiative
measures shall be deemed to conflict with this initiative measure. If this initiative measure shall receive a greater number
of affirmative votes required to pass than the other initiative measure or initiative measures, the provisions of this
initiative measure shall prevail in their entirety over the competing initiative measure or initiative measures, and th e
competing initiative measure or initiative measures shall be null and void.
3.b
Packet Pg. 17 Attachment: Attachment No. 2 - Proponent’s Proposed Initiative Measure (6959 : Verification of Sufficiency of Signatures for Petition Reducing Service Users Tax (All Wards))
RESOLUTION NO. 2020-271
A RESOLUTION OF THE MAYOR AND CITY COUNCIL
OF THE CITY OF SAN BERNARDINO, CALIFORNIA,
SUBMITTING TO THE QUALIFIED VOTERS OF THE
CITY OF SAN BERNARDINO AN INITIATIVE MEASURE
REDUCING THE RATE OF THE CITY’S SERVICE USERS
TAX FROM SEVEN AND THREE-QUARTERS PERCENT
(7.75%) TO THREE PERCENT (3%), AT THE GENERAL
MUNICIPAL ELECTION TO BE HELD ON TUESDAY,
NOVEMBER 8, 2022
WHEREAS, pursuant to San Bernardino Municipal Code, Chapters 3.44 and 3.46, the
City currently imposes a tax on the use of communications, electricity and gas utility service
within the City, at a rate of seven and three-quarters percent (7.75%) of the charges made for
such utility service (“Service Users Tax”); and
WHEREAS, pursuant to authority provided by statute, a petition has been filed with the
City Council of the City of San Bernardino, seeking to enact an initiative measure/ordinance
which would reduce the rate of the City’s current Service Users Tax from seven and three-
quarters percent (7.75%) to three percent (3%) (the “Measure” or “Ordinance”); and
WHEREAS, notwithstanding California Elections Code Section 9215, California
Proposition 218, a provision of the State Constitution relating to local taxes (Calif. Const. Art.
XIIIC, Sec. 3), provides that a local tax repeal or reduction initiative measure may qualify for the
ballot if a petition is filed with the City containing the signatures of at least five percent (5%) of
the number of the City’s registered voters who voted for any candidate for Governor at the last
Statewide election (November, 2018); and
WHEREAS, application of Proposition 218 results in a minimum signature requirement
to 1,972 voters in order to qualify the Measure; and
WHEREAS, the City Clerk, through the San Bernardino County Registrar of Voters, has
certified that the form of the petition complies with California law and, based upon an
examination of voter registration records, has ascertained that the petition is signed by the
requisite number of voters to qualify the Measure for the ballot under Proposition 218; and
WHEREAS, the City Council has not voted in favor of adoption of the Measure; and
WHEREAS, the City Council is therefore authorized by California Elections Code
Sections 1405 and 9215 to submit the proposed Measure to the voters at its “next regularly
scheduled election occurring not less than 88 days after the date of the order of election”; and
WHEREAS, the City Council desires to place the Measure on the next “regularly
scheduled election” which is the City’s General Municipal Election to be held on Tuesday,
November 8, 2022; and
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Packet Pg. 18 Attachment: Attachment No. 3 - Resolution No. 2020-271 - Calling General Election on November 8 2022 for Petition Initiative Measure (6959 :
Resolution No. 2020-271
WHEREAS, the specific terms of the Measure are attached hereto as Exhibit “A” and by
this reference made an operative part hereof, and in accordance with all applicable laws.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN
BERNARDINO, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE AND
ORDER AS FOLLOWS:
SECTION 1. Recitals. The City Council of the City hereby finds and determines that the
foregoing recitals are true and correct, are incorporated herein and by this reference made an
operative part hereof.
SECTION 2. Submission of Ballot Measure. The City Council of the City, pursuant to
its right and authority as contained in California Elections Code Sections 1405 and 9215, hereby
orders the Measure attached hereto as Exhibit “A” to be submitted to the qualified voters of the
City at a General Municipal Election to be held on Tuesday, November 8, 2022. The proposed
Measure shall be in the form attached hereto as Exhibit “A” to this Resolution and is
incorporated by this reference as if fully set forth herein.
SECTION 3. Ballot Question. The City Council, pursuant to its right and authority,
does hereby order that the ballot question for the Measure shall be presented and printed upon
the ballot submitted to the qualified voters in the manner and form set forth in this Section 3. On
the ballot to be submitted to the qualified voters at the election to be held at the General
Municipal Election on Tuesday, November 8, 2022, in addition to any other matters required by
law, there shall be printed substantially the following:
“Shall a measure reducing the rate of the City’s Service
Users Tax from 7.75% to 3%, and thereby reducing annual
general fund revenue by approximately $14,000,000
annually until amended by voters, be adopted?
YES
NO
SECTION 4. Election Procedures. The City Clerk is authorized, instructed, and
directed to procure and furnish, or cause to be procured and furnished, any and all official
ballots, printed matter and all supplies, equipment and paraphernalia that may be necessary in
order to properly and lawfully conduct the election. In all particulars not recited in this
Resolution, the election shall be held and conducted as provided by law for holding municipal
elections.
SECTION 5. Impartial Analysis. Pursuant to Elections Code section 9280, the City
Council hereby directs the City Clerk to transmit a copy of the Measure to the City Attorney.
The City Attorney shall prepare an impartial analysis of the Measure, not to exceed 500 words in
length, showing the effect of the Measure on the existing law and the operation of the Measure,
and transmit such impartial analysis to the City Clerk not later than the deadli ne for submittal of
primary arguments for or against the Measure.
The impartial analysis shall include a statement indicating whether the Measure was
placed on the ballot by a petition signed by the requisite number of voters or by the City Council.
In the event the entire text of the Measure is not printed on the ballot, nor in the voter
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Packet Pg. 19 Attachment: Attachment No. 3 - Resolution No. 2020-271 - Calling General Election on November 8 2022 for Petition Initiative Measure (6959 :
Resolution No. 2020-271
information guide, there shall be printed immediately below the impartial analysis, in no less
than 10-font bold type, the following: “The above statement is an impartial analysis of
Ordinance or Measure ____. If you desire a copy of the ordinance or measure, please call
the Office of the City Clerk at (909) 384-5002 and a copy will be mailed at no cost to you.”
SECTION 6. Notice of Election. Notice of the election is hereby given and the City
Clerk is authorized, instructed and directed to give further or additional notice of the election, in
time, form and manner as required by law.
SECTION 7. Placement on the Ballot. The full text of the Measure shall not be printed
in the voter information guide, and a statement shall be printed on the ballot pursuant to
Elections Code section 9223 advising voters that they may obtain a copy of this Resolution and
the Measure, at no cost, upon request made to the City Clerk.
SECTION 8. Filing with County. The City Clerk shall, not later than the 88th day prior
to the General Municipal Election to be held on Tuesday, November 8, 2022, file with the Board
of Supervisors and the County Registrar of Voters of the County of San Bernardino, State of
California, a certified copy of this Resolution.
SECTION 9. Public Examination. Pursuant to Elections Code section 9295, this
Measure will be available for public examination for no fewer than ten (10) calendar days prior
to being submitted for printing in the voter information guide. The City Clerk shall post notice
in the Clerk’s office of the specific dates that the examination period will run.
SECTION 10. CEQA. The City Council hereby finds and determines that the ballot
measure relates to organizational or administrative activities of governments that will not result
in direct or indirect physical changes in the environment, and therefore is not a project within the
meaning of the California Environmental Quality Act (“CEQA”) and the State CEQA
Guidelines, section 15378(b)(5).
SECTION 11. Severability. The provisions of this Resolution are severable and if any
provision of this Resolution is held invalid, that provision shall be severed from the Resolution
and the remainder of this Resolution shall continue in full force and effect, and not be affected by
such invalidity.
SECTION 12. Effective Date of Resolution. This Resolution shall become effective
upon its adoption.
SECTION 13. Certification of Resolution. The City Clerk shall certify to the adoption
of this Resolution.
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Packet Pg. 20 Attachment: Attachment No. 3 - Resolution No. 2020-271 - Calling General Election on November 8 2022 for Petition Initiative Measure (6959 :
Resolution No. 2020-271
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by
the City Clerk this 4th day of November, 2020.
______________________________________
John Valdivia, Mayor
City of San Bernardino
Attest:
___________________________________
Genoveva Rocha, CMC, City Clerk
Approved as to form:
___________________________________
Sonia Carvalho, City Attorney
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Packet Pg. 21 Attachment: Attachment No. 3 - Resolution No. 2020-271 - Calling General Election on November 8 2022 for Petition Initiative Measure (6959 :
Resolution No. 2020-271
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-271, adopted at a regular meeting held at the 4th day of November, 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this 5th day of November
2020.
______________________________
Genoveva Rocha, CMC, City Clerk
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Packet Pg. 22 Attachment: Attachment No. 3 - Resolution No. 2020-271 - Calling General Election on November 8 2022 for Petition Initiative Measure (6959 :
EXHIBIT “A”
TEXT OF INITIATIVE MEASURE/ORDINANCE REDUCING THE RATE OF THE
CITY OF SAN BERNARDINO SERVICE USERS TAX FROM SEVEN AND THREE-
QUARTERS PERCENT (7.75%) TO THREE PERCENT (3%)
[attached behind this page]
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Packet Pg. 23 Attachment: Attachment No. 4 - Exhibit to Resolution No. 2020-271 - Text of initiative measure/Ordinance (6959 : Verification of Sufficiency of
EXHIBIT “A”
ORDINANCE NO. ____
AN ORDINANCE OF THE PEOPLE OF THE CITY OF SAN
BERNARDINO, CALIFORNIA, AMENDING VARIOUS SECTIONS OF
CHAPTERS 3.44 AND 3.46 OF TITLE 3 (REVENUE AND FINANCE) OF
THE SAN BERNARDINO MUNICIPAL CODE REDUCING THE RATE
OF THE CITY OF SAN BERNARDINO SERVICE USERS TAX FROM
SEVEN AND THREE-QUARTERS PERCENT (7.75%) TO THREE
PERCENT (3%).
THE PEOPLE OF THE CITY OF SAN BERNARDINO DO HEREBY ORDAIN
AS FOLLOWS:
SECTION 1: TITLE.
This initiative measure shall be known as and may be cited as the San Bernardino Service
User Tax Reduction Act.
SECTION 2: FINDINGS AND DECLARATIONS.
We the people of the City of San Bernardino do find and declare the following:
A. The City of San Bernardino imposes a Service User Tax, commonly known as a Utility
User Tax, on residents and businesses within the city. This 7.75 percent (7.75%) tax is imposed
on a wide range of necessary and essential services, including electricity, gas and
telecommunications services. In 2008, the city expanded the range of services that it can tax to
include cable television and video streaming services as well as mobile telecommunications
services including data plans.
B. A clear majority of California Cities DO NOT impose these taxes on their residents. Of
those cities that do impose these taxes on essential services, San Bernardino’s 7.75 percent
(7.75%) tax rate is among the highest in the state.
SECTION 3: PURPOSE AND INTENT.
It is the intent of the people of the City of San Bernardino in enacting this initiative measure
to:
A. Reduce the San Bernardino Service User Tax by amending chapters 3.44 and 3.46 of
the San Bernardino Municipal Code.
SECTION 4: AMENDMENT OF MUNICIPAL CODES.
References to a 7.75 percent (7.75%) tax rate which appear at various locations under
Chapter 3.44 and Chapter 3.46 are hereby amended to state a tax rate of 3.00 percent (3.00%) as
follows:
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Packet Pg. 24 Attachment: Attachment No. 4 - Exhibit to Resolution No. 2020-271 - Text of initiative measure/Ordinance (6959 : Verification of Sufficiency of
EXHIBIT “A”
A. The reference to “. . .7.75 percent (7.75%). . .” appearing in the second sentence of
paragraph A of section 3.44.050 (Electricity users’ tax) is amended and replaced with “. . . 3.00
percent (3.00%). . .”.
B. The reference to “. . .7.75 percent (7.75%). . .” appearing in the second sentence of
paragraph A of section 3.44.060 (Gas users’ tax) is amended and replaced with “. . . 3.00 percent
(3.00%). . .”.
C. The references to “. . .7.75 percent (7.75%). . .” appearing in the first and second
sentences of section 3.44.065 (Application of City users tax) is amended and replaced with “. . .
3.00 percent (3.00%). . .”.
D. The reference to “. . .7.75 percent (7.75%). . .” appearing in the second sentence of
paragraph A of section 3.46.040 (Communication users’ tax) is amended and replaced with “. . .
3.00 percent (3.00%). . .”.
SECTION 5: EFFECTIVE DATE.
Pursuant to California Elections Code section 9217, this Ordinance shall be deemed adopted
and take effect only if approved by a majority of the eligible voters of the City of San Bernardino
voting at the General Municipal Election of November 8, 2022. It shall be deemed adopted
when the City Council has certified the results of that election by resolution and shall take effect
ten (10) days thereafter.
SECTION 6: SEVERABILITY.
If any section, subsection, sentence, clause, phrase, or portion of this initiative measure is for
any reason held to be invalid or unenforceable by a court of competent jurisdiction, the
remaining portions of this initiative measure shall nonetheless remain in full force and effect.
The people hereby declare that they would have adopted each section, subsection, sentence,
clause, phrase, or portion of this initiative measure, irrespective of the fact that any one of more
sections, subsections, sentences, clauses, phrases, or portions of this initiative measure be
declared invalid or unenforceable.
SECTION 7: COMPETING MEASURES.
If this initiative measure and another initiative measure or initiative measures relating to the
reduction of service user taxes in the City of San Bernardino appear on the same ballot, the
provisions of the other initiative measure or initiative measure shall be deemed to conflict with
this initiative measure. If this initiative measure shall receive a greater number of affirmative
votes required to pass than the other initiative measure or initiative measures, the provisions of
this initiative measure shall prevail in their entirety over the competing initiative measure or
initiative measures, and the competing initiative measure or initiative measures shall be null and
void.
I hereby certify that this Service Users Tax Rate Reduction Ordinance was PASSED,
APPROVED, AND ADOPTED by the People of the City of San Bernardino on the 8th day of
November, 2022.
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Packet Pg. 25 Attachment: Attachment No. 4 - Exhibit to Resolution No. 2020-271 - Text of initiative measure/Ordinance (6959 : Verification of Sufficiency of
EXHIBIT “A”
______________________________________
John Valdivia, Mayor
City of San Bernardino
Attest:
___________________________________
Genoveva Rocha, CMC, City Clerk
Approved as to form:
___________________________________
Sonia Carvalho, City Attorney
3.d
Packet Pg. 26 Attachment: Attachment No. 4 - Exhibit to Resolution No. 2020-271 - Text of initiative measure/Ordinance (6959 : Verification of Sufficiency of
RESOLUTION NO. 2020-272
A RESOLUTION OF THE MAYOR AND CITY COUNCIL
OF THE CITY OF SAN BERNARDINO, CALIFORNIA,
REQUESTING THE BOARD OF SUPERVISORS OF THE
COUNTY OF SAN BERNARDINO TO CONSOLIDATE A
GENERAL MUNICIPAL ELECTION TO BE HELD ON
NOVEMBER 8, 2022, WITH THE STATEWIDE GENERAL
ELECTION TO BE HELD ON THAT DATE PURSUANT TO
ELECTIONS CODE SECTION 10403
WHEREAS, on November 4, 2020, the City Council of the City of San Bernardino
(“City Council”) adopted Resolution No. 2020-271, calling a General Municipal Election to be
held on November 8, 2022 for the purpose of submitting to the voters a proposed Service Users
Tax rate reduction initiative measure; and
WHEREAS, it is therefore desirable that the General Municipal Election be consolidated
with the Statewide General Election to be held on the same date and that within the City of San
Bernardino (“San Bernardino”) the precincts, polling places and election officers of the two
elections be the same, and that the election department of the County of San Bernardino
(“County”) canvass the returns of the General Municipal Election and that the election be held in
all respects as if there were only one election.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN
BERNARDINO DOES RESOLVE, DECLARE, DETERMINE AND ORDER AS
FOLLOWS:
SECTION 1. Request for Consolidation. Pursuant to the requirements of Elections
Code section 10403, the Board of Supervisors of the County of San Bernardino (“Board of
Supervisors”) is hereby requested to consent and agree to the consolidation of a General
Municipal Election with the Statewide General Election on Tuesday, November 8, 2022, for the
purpose of submitting to the voters the following transactions and use (sales) tax measure:
SECTION 2. Measure Language. The measure is to appear on the ballot as follows:
“Shall a measure reducing the rate of the City’s Service Users Tax
from 7.75% to 3%, and thereby reducing annual general fund revenue
by approximately $14,000,000 annually until amended by voters, be
adopted?
YES
NO
SECTION 3. Canvass of Returns. The County election department is authorized to
canvass the returns and perform all other proceedings incidental to and connected with the
General Municipal Election. The Election shall be held in all respects as if there were only one
election, and only one form of ballot shall be used. Pursuant to Elections Code sections 10403
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Packet Pg. 27 Attachment: Attachment No. 5 - Resolution No. 2020-272 - Resolution Requesting Consolidation of Election with SB County - Service Users Tax
Resolution No. 2020-272
and 10418, the election will be held and conducted in accordance with the provisions of law
regulating the Statewide General Election.
SECTION 4. Necessary Steps. The Board of Supervisors is requested to issue
instructions to the County election department to take any and all steps necessary for the holding
of the consolidated election.
SECTION 5. Costs. The City Council determines and declares that the City will pay to
the County the reasonable and actual expenses incurred by the County by the consolidation of
the General Municipal Election with the Statewide General Election. The City shall reimburse
the County for services performed when the work is completed and upon presentation to the City
of a properly approved bill. The City Manager of the City of San Bernardino is authorized and
directed to pay for the expenses incurred after receiving a statement from the County of San
Bernardino.
SECTION 6. Filing of Resolution. The City Clerk is hereby directed to file a certified
copy of this resolution with the Board of Supervisors and the election department of the County
of San Bernardino.
SECTION 7. Certification. The City Clerk shall certify to the passage and adoption of
this Resolution and enter it into the book of original Resolutions.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by
the City Clerk this 4th day of November, 2020.
______________________________________
John Valdivia, Mayor
City of San Bernardino
Attest:
___________________________________
Genoveva Rocha, CMC, City Clerk
Approved as to form:
___________________________________
Sonia Carvalho, City Attorney
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Packet Pg. 28 Attachment: Attachment No. 5 - Resolution No. 2020-272 - Resolution Requesting Consolidation of Election with SB County - Service Users Tax
Resolution No. 2020-272
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-272, adopted at a regular meeting held at the 4th day of November, 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this 5th day of November
2020.
______________________________
Genoveva Rocha, CMC, City Clerk
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Packet Pg. 29 Attachment: Attachment No. 5 - Resolution No. 2020-272 - Resolution Requesting Consolidation of Election with SB County - Service Users Tax
RESOLUTION NO. 2020-273
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN BERNARDINO, CALIFORNIA, PROVIDING FOR
THE FILING OF PRIMARY AND REBUTTAL
ARGUMENTS AND SETTING RULES FOR THE FILING
OF WRITTEN ARGUMENTS REGARDING A CITY
MEASURE TO BE SUBMITTED AT THE NOVEMBER 8,
2022 GENERAL MUNICIPAL ELECTION
WHEREAS, a General Municipal Election is to be held in the City of San Bernardino,
California on November 8, 2022, at which there will be submitted to the voters the following
measure:
“Shall a measure reducing the rate of the City’s Service Users Tax
from 7.75% to 3%, and thereby reducing annual general fund
revenue by approximately $14,000,000 annually until amended by
voters, be adopted?
Yes
No
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SAN
BERNARDINO, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE AND
ORDER AS FOLLOWS:
SECTION 1. Primary Arguments. That the City Council authorizes (i) the City Council
or any member(s) of the City Council, (ii) any individual voter eligible to vote on the above
measure, (iii) a bona fide association of such citizens or (iv) any combination of voters and
associations, to file a written argument in favor of or against the City measure, accompanied by
the printed name(s) and signature(s) of the author(s) submitting it, in accordance with Article 4,
Chapter 3, Division 9 of the Elections Code of the State of California, and to change the
argument until and including the date fixed below by the City Clerk, after which no arguments
for or against the City measure may be submitted to the City Clerk.
The deadline to submit arguments for or against the City Measure pursuant to this
Resolution is declared by the City Clerk to be August 12, 2022 at 5:00 p.m. Each argument
shall not exceed 300 words and shall be filed with the City Clerk, signed, and include the printed
name(s) and signature(s) of the author(s) submitting it, or if submitted on behalf of an
organization, the name of the organization, and the printed name and signature of at least one of
its principal officers who is the author of the argument.
SECTION 2. Rebuttal Arguments. Pursuant to Section 9285 of the Elections Code of
the State of California, when the City Clerk has selected the primary arguments for and against
the City Measure which will be printed and distributed to the voters, the Clerk shall send copies
of the primary argument in favor of the Measure to the authors of the primary argument against,
and copies of the primary argument against to the authors of the primary argument in favor. The
authors or persons designated by them may prepare and submit rebuttal arguments not exceeding
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Resolution No. 2020-273
250 words. The rebuttal arguments shall be filed with the City Clerk not later than August 19,
2020, at 5:00 p.m. Rebuttal arguments shall be printed in the s ame manner as the primary
arguments. Each rebuttal argument shall immediately follow the primary argument which it
seeks to rebut.
SECTION 3. Prior Resolutions. That all previous resolutions providing for the filing of
primary and rebuttal arguments related to City measures are repealed.
SECTION 4. November 8, 2022 Election. That the provisions of Sections 1 and 2 shall
apply only to the election to be held on November 8, 2022, and shall then be repealed.
SECTION 5. Certification. The City Clerk shall certify to the passage and adoption of
this resolution and enter it into the book of original Resolutions.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested by
the City Clerk this 4th day of November, 2020.
___________________________________
John Valdivia, Mayor
City of San Bernardino
Attest:
___________________________________
Genoveva Rocha, CMC, City Clerk
Approved as to form:
___________________________________
Sonia Carvalho, City Attorney
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Resolution No. 2020-273
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-273, adopted at a regular meeting held at the 4th day of November, 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this 5th day of November
2020.
______________________________
Genoveva Rocha, CMC, City Clerk
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Page 1
Public Hearing
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Michael Huntley, Director of Community & Economic
Development
Subject: Rancho Palma (Ward 5)
Recommendation
Adopt Resolution No. 2020-267 of the Mayor and City Council of the City of San
Bernardino, California, upholding the Planning Commission’s approval of Development
Permit Type-P 20-04 (Attachment 1 and 2).
Background
On May 1, 2017, the Mayor and City Council adopted Ordinance MC-1442 approving
the Rancho Palma Specific Plan and approved Tentative Tract Map 20006 for the
residential subdivision comprised of up to 120 single-family residences.
On August 18, 2020, the Planning Commission adopted Resolution No. 2020-037
approving the construction of 119 single-family residences within Tract Map 20006 of
the Rancho Palma Specific Plan (Attachment 2). Commissioner Lopez made the
motion with the added Condition of Approval requiring all walls throughout the
development be double-sided split-faced concrete block, and Commissioner Woolbert
seconded the motion. The motion carried the following vote:
Ayes: Guerrero, Lopez, Sanchez, Liang, Woolbert, and Chang
Nays: None
Absent: Quiel, Jones and Jaramillo
Appeal
On September 2, 2020, Appeal 20-03 was filed by the applicant (Attachment 3) to
amend Condition of Approval No. 6 for Development Permit Type -P 20-04 to allow vinyl
fencing for interior/side yards within the Rancho Palma Community. The specific
grounds for the appeal are as follows:
1. On April 17, 2017, the Rancho Palma Specific Plan includes Wall and Fence
Guidelines requiring colored split-face block for perimeter walls and precision
block for interior/side yard or any walls not visible from the public right-of-way.
Vinyl fencing within the interior location of residential developments has been
permitted by the City, and the proposed fencing would meet the Building code
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requirements for wind load.
Analysis
The Rancho Palma Specific Plan provides the following Wall and Fence Guidelines in
order to maintain quality and character:
All community theme walls and fences shall be consistent in design.
The community wall will be colored split-face block with a 4” precision block cap.
Interior/side yard or any wall not visible to the public realm shall be precision
block with precision cap.
Although the Rancho Palma Specific Plan requires precision block for interior/side yard
walls, as part of the request under Development Permit Type-P 20-04, staff supported
the use of vinyl fencing instead of the precision block because they will not be visible
from the interior streets and this project will be a gated community with private streets
(Attachment 4).
During their deliberation, the Planning Commission expressed their desire to require
colored split-face block walls instead of precision block walls or vinyl fencing for
interior/side yard walls for enhanced aesthetic purposes. The Planning Commission
noted that recent residential subdivision projects within the Verdemont community are
being developed with colored split-face block walls which have established a high
quality design character. Additionally, the Planning Commission agreed that having the
new residents looking colored split-face block walls within their backyards would be
more aesthetically pleasing than looking at vinyl walls. Attached is the August 18, 2020
Planning Commission staff report for background information on the project.
2020-2025 Key Strategic Targets and Goals
Development Permit Type-P 20-04 (Tract Map 20006) aligns with Key Target No. 3:
Improve Quality of Life. The 119 single-family residences will help the City meet its
State mandated housing requirements, will be consistent with the surrounding single-
family residential land uses, and provides for a market rate housing stock.
California Environmental Quality Act (CEQA)
The environmental impacts of this project were previously analyzed and a Mitigation
Monitoring and Reporting Program was adopted on April 3, 2017 in conjunction with the
approval of the Rancho Palma Specific Plan and Subdivision 16 -03 (Tentative Tract
Map 20006). This application for Development Permit Type-P 20-04 introduces no new
significant impacts and all mitigation measures previously adopted with the Mitigation
Monitoring and Reporting Program, are incorporated herein by this reference.
Fiscal Impact
There will be no fiscal impacts associated with the project. City Services will be provided
to this project similar to other residential development in the City and surrounding area.
Conclusion
The development comprised of one hundred nineteen (119) single -family residences is
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consistent with the polices of the City’s General Plan, complies with the standard s of the
City’s Development Code, is compatible with the surrounding residential neighborhoods,
meets the City’s Goals and Objectives, and will help the City meet its State mandated
housing requirements.
Therefore, staff recommends that the Mayor and Cit y Council of the City of San
Bernardino, California adopt Resolution No. 2020 -267 upholding the Planning
Commission’s approval of Development Permit Type-P 20-04.
Attachments
Attachment 1 Resolution No. 2020-267; Exhibit A - Project Plans
Attachment 2 Planning Commission Resolution No. 2020-037
Attachment 3 Application for Appeal 20-03
Attachment 4 Planning Commission Staff Report, dated August 18, 2020
Attachment 5 Public Hearing Notice
Attachment 6 PowerPoint
Ward: 5
Synopsis of Previous Council Action:
May 1, 2017 Mayor and City Council adopted Ordinance MC-1442 approving the
Rancho Palma Specific Plan and approved Tentative Tract Map
20006 for the residential subdivision comprised of up to 120 single -
family residences.
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RESOLUTION NO. 2020-267
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
DENYING APPEAL 20-03, THEREBY UPHOLDING THE
PLANNING COMMISSION’S FINDING OF THE
CATEGORICAL EXEMPTION AND APPROVAL OF
DEVELOPMENT PERMIT TYPE-P 20-04 ALLOWING THE
CONSTRUCTION OF ONE HUNDRED NINETEEN (119)
SINGLE-FAMILY RESIDENCES WITHIN TRACT MAP
20006 CONTAINING APPROXIMATELY 28.2 ACRES
(APN: 0261-181-16 AND 17) WITHIN THE RANCHO
PALMA SPECIFIC PLAN
WHEREAS, on July 9, 2020, pursuant to the requirements of Chapter 19.44
(Development Permits) of the City of San Bernardino Development Code, an application for
Development Permit Type-P 20-04 and was duly submitted by:
Property Owner/Applicant: TH Rancho Palma, LLC
450 Newport Center Drive, Suite 300
Newport Beach, CA 92627
Parcel Address: Southeast corner of W. Little League Drive and N.
Magnolia Avenue
APN: 0261-181-16 and 17
Lot Area: 28.2 acres
WHEREAS, on April 3, 2017, the Mayor and City Council adopted a Resolution
certifying the Final Environmental Impact Report (State Clearinghouse No. 2016031080) for the
approval of the Rancho Palma Specific Plan, Tentative Parcel Map 19701 and Tentative Tract
Map 20006, and adopted an Ordinance approving the Rancho Palma Specific Plan.
Subsequently, on May 1, 2017, the Mayor and City Council adopted a Resolution approving
Subdivision 16-02 (Tentative Parcel Map 19701) allowing the merger of five (5) existing parcels
into four (4) parcels, which included three (3) Planning Areas dedicated to commercial and
residential uses, and one (1) parcel for Open Space Area, and approving Subdivision 16 -03
(Tentative Tract Map 20006) allowing the subdivision of Planning Areas 1 and 2 into 120
residential lots, a pocket park, a water detention basin and a recreational vehicle storage lot
within the Rancho Palma Specific Plan;
WHEREAS, Development Permit Type-P 20-04 is a request to allow the construction of
one hundred nineteen (119) single-family residences within Tract Map 20006 (also known as the
Rancho Palma Specific Plan) containing approximately 28.2 acres;
WHEREAS, the Planning Division of the Community and Economic Development
Department has reviewed Development Permit Type-P 20-04 for consistency with the City of
San Bernardino General Plan, and compliance with the City of San Bernardino Development
Code;
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2
WHEREAS, on April 3, 2017, a Final Environmental Impact Report (State
Clearinghouse No. 2016031080) was certified in conjunction with the approval of Subdivision
16-03 (Tentative Tract Map 20006). No further changes to the environmental conditions of the
subject site, the approved subdivision or the proposed development have occurred. Therefore, the
previous environmental determination certified for Subdivision 16-03 (Tentative Tract Map
20006) remains valid, pursuant to §15162(c) (Subsequent Environmental Impact Reports) of the
California Environmental Quality Act);
WHEREAS, on August 7, 2020, pursuant to the requirements Section 19.52.020
(Application Processing) of the City of San Bernardino Development Code, the City gave public
notice by advertising in the San Bernardino Sun, a newspaper of general circulation within the
City of San Bernardino, and by mailing notices to the property owners within 500 feet of the
subject property of the holding of a public hearing at which Development Permit Type-P 20-04
would be considered;
WHEREAS, on August 18, 2020, pursuant to the requirements of Section 19.52.040
(Hearing Procedure) of the City of San Bernardino Development Code, the Planning
Commission held the duly noticed public hearing at which interested persons had an opportunity
to testify in support of, or opposition to Development Permit Type-P 20-04;
WHEREAS, on August 7, 2020, pursuant to the requirements of Section 19.52.020
(Hearing and Appeals – Application Processing) of the City of San Bernardino Development
Code, the City gave public notice by advertising in the San Bernardino Sun, a newspaper of
general circulation within the City of San Bernardino, and by mailing notices to the property
owners within 500 feet of the subject property of the holding of a public hearing at which
Development Permit Type-P 20-04 would be considered;
WHEREAS, on August 18, 2020, pursuant to the requirements of Section 19.52.040
(Hearing and Appeals – Application Processing) of the City of San Bernardino Development
Code, the Planning Commission held the duly noticed public hearing at which interested persons
had an opportunity to testify in support of, or opposition to the Development Permit Type-P 20-
04 and at which meeting the Planning Commission considered the Development Permit Type-P
20-04;
WHEREAS, after public testimony and deliberation among the Planning Commission
during said public hearing, Commissioner Lopez made the motion to adopt Resolution No. 2020-
037 with the added Condition of Approval that would require that all walls throughout the
development be double-sided split-faced concrete block, and Commissioner Woolbert seconded
the motion. The motion carried the following vote:
Ayes: Guerrero, Lopez, Sanchez, Liang, Woolbert, and Chang
Nays: None
Absent: Quiel, Jones and Jaramillo;
WHEREAS, on September 2, 2020, pursuant to the requirements of Section 19.52.100
(Filing of Appeals) of the City of San Bernardino Development Code, Appeal 20-03 for
Development Permit Type-P 20-04 was submitted;
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3
WHEREAS, notice of the November 4, 2020 public hearing for the Mayor and City
Council's consideration of the proposed Resolution for Appeal 20-04 for Development Permit
Type-P 20-04 was published in The Sun newspaper on October 23, 2020, and was mailed to
property owners within a 500 foot radius of the project site in accordance with Chapter 19.52
(Hearings and Appeals) of the City of San Bernardino Development Code; and
WHEREAS, pursuant to the requirements of Chapter 19.52 (Hearings and Appeals) and
Chapter 19.36 (Conditional Use Permits) of the City of San Bernardino Development Code, the
Mayor and City Council has the authority to take action on Appeal 20-04 for Development
Permit Type-P 20-04.
BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Findings of fact for Development Permit Type-P 20-04
Finding No. 1: The proposed development is permitted within the subject zoning district
and complies with all applicable provisions of the Development Code,
including prescribed site development standards and applicable design
guidelines.
Finding of Fact: The proposed one hundred nineteen (119) single-family residential
development is a permitted land use within the Rancho Palma Specific
Plan, subject to the approval of a Development Permit with the appropriate
Conditions of Approval and CEQA determination. The proposal under
Development Permit Type-P 20-04 will be developed in compliance with
all of the applicable provisions contained in the Rancho Palma Specific
Plan, including development standards and applicable design guidelines.
Therefore, the proposed development would not impair the integrity and
character of the subject land use district.
Finding No. 2: The proposed development is consistent with the General Plan.
Finding of Fact: The proposed project is consistent with General Plan goals and policies
including the following:
Land Use Element Policy 2.2.1: Ensure compatibility between uses and
quality design through adherence to the standards and regulations in the
Development Code and policies and guidelines in the Community Design
Element.
Housing Element Goal 3.2: Conserve and improve the existing affordable
housing stock and revitalize deteriorating neighborhoods.
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Housing Element Policy 3.5.4: Encourage and facilitate the construction,
maintenance, and preservation of a variety of housing types adequate to
meet a range of household needs.
Community Design Element Policy5.5.1: Require new and in-fill
development to be of compatible scale and massing as existing
development yet allow the flexibility to accommodate unique architecture,
colors, and materials in individual projects.
The proposed one hundred nineteen (119) single-family residential
development will provide additional housing opportunities within the City,
consistent with these General Plan goals and policies. Additionally, the
proposed project is permitted within the Rancho Palma Specific Plan,
subject to the approval of a Development Permit with the appropriate
Conditions of Approval and CEQA determination, and the Rancho Palma
Specific Plan is consistent with the Residential land use designation set
forth by the General Plan Land Use Map.
Finding No. 3: The proposed development is harmonious and compatible with existing
and future developments within the land use district and general area, as
well as the land uses presently on the subject property.
Finding of Fact: The proposed one hundred nineteen (119) single-family residential
development will be harmonious and compatible with existing and future
developments within the Rancho Palma Specific Plan and the surrounding
area. The scale and density of the proposed development is sim ilar to that
of the existing residential development in the area and it conforms to the
development standards of the Rancho Palma Specific Plan. Since the
proposal is consistent with both the General Plan and Development Code,
no land use conflict is expected to result from construction of the proposed
project.
Finding No. 4: The proposed development is in compliance with the requirements of the
California Environmental Quality Act (CEQA) and Section 19.20.030 of
the Development Code.
Finding of Fact: On April 3, 2017, a Final Environmental Import Report (State
Clearinghouse No. 2016031080) was certified in conjunction with the
approval of Subdivision 16-03 (Tentative Tract Map 20006). No further
changes to the environmental conditions of the subject site, approved
subdivision or the proposed development have occurred. Therefore, the
previous environmental determination certified for Subdivision 16-03
(Tentative Tract Map 20006) remains valid, pursuant to §15162(c)
(Subsequent Environmental Impact Reports) of the California
Environmental Quality Act).
Finding No. 5: There will be no potentially significant negative impacts upon
environmental quality and natural resources that could not be properly
mitigated and monitored.
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Finding of Fact: On April 3, 2017, a Final Environmental Import Report (State
Clearinghouse No. 2016031080) was certified in conjunction with the
approval of Subdivision 16-03 (Tentative Tract Map 20006). No further
changes to the environmental conditions of the subject site, approved
subdivision or the proposed development have occurred. Additionally, it
has been determined that it will not create any negative impact upon the
environmental quality or natural resources within the project site or its
vicinity. Therefore, no significant negative impacts on the environment
and natural resources are anticipated to result from the proposed
development.
Finding No. 6: The subject site is physically suitable for the type and density/intensity of
use being proposed.
Finding of Fact: The proposed one hundred nineteen (119) single-family residences have
been designed to comply with the development standards of the City’s
Development Code. Additionally, the project site is located within the
Rancho Palma Specific Plan, which permits single-family residential
developments subject to the approval of a Development Permit.
Finding No. 7: There are adequate provisions for public access, water, sanitation, and
public utilities and services to ensure that the proposed use would not be
detrimental to public health and safety.
Finding of Fact: There are adequate provisions for public access, public utilities, and public
services for the proposed one hundred nineteen (119) single-family
residential development. The existing site is located adjacent to and
already served by existing public streets and a full range of public utilities
and services. All applicable Codes will apply to the proposed
development. Therefore, subject to the Conditions of Approval, the
proposed project under Development Permit Type-P 20-04 will not be
detrimental to public services or public health and safety.
Finding No. 8: The location, size, design, and operating characteristics of the proposed
use are compatible with the existing and future land uses within the
general area in which the proposed use is to be located and will not create
significant noise, traffic or other conditions or situations that may be
objectionable or detrimental to other permitted uses in the vicinity or
adverse to the public interest, health, safety, convenience, or welfare of the
City.
Finding of Fact: The proposed one hundred nineteen (119) lot single-family residential
development conforms to all applicable development standards and land
use regulations of the Rancho Palma Specific Plan. Therefore, the design
of the project, in conjunction with the recommended Conditions of
Approval, will ensure that the proposal will not create significant noise,
traffic, or other conditions or situations that may be objectionable or
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detrimental to other permitted uses in the vicinity of the site, nor will it be
adverse to the public interest, health, safety, convenience or welfare of the
City. The location, size, design and character of the proposed development
will enhance the neighborhood to the benefit of the public interest and
general welfare of the City.
SECTION 3. Environmental Determination. As the decision-making body for the
project, the Mayor and City Council has reviewed and considered the information contained in
the administrative record for Development Permit Type-P 20-04 and the Final Environmental
Impact Report certified on April 3, 2017 in conjunction with the approval of Subdivision 16-03
(Tentative Tract Map 20006). Based upon the facts and information contained in the
administrative record and the previously certified Environmental Impact Report, including all
written and oral evidence presented to the Planning Commission, the Planning Commission finds
as follows:
(1) The environmental impacts of this project were previously analyzed in the Final
Environmental Impact Report certified on April 3, 2017 in conjunction with the approval of
Subdivision 16-03 (Tentative Tract Map 20006); and
(2) The previous Final Environmental Impact Report contains a complete and
accurate reporting of the environmental impacts associated with the project; and
(3) The previous Final Environmental Impact Report was completed in compliance
with CEQA and the Guidelines promulgated thereunder; and
(4) The previous Final Environmental Impact Report reflects the independent
judgment of the Planning Commission; and
(5) The proposed project will introduce no new significant environmental impacts
beyond those previously analyzed in the previous Final Environmental Impact Report, and all
mitigation measures previously certified with the Final Environmental Impact Report are
incorporated herein by this reference.
SECTION 4. Conditions of Approval. The approval of Development Permit Type-P 20-
04 shall be subject to the following Conditions of Approval:
1. This approval is to allow the construction of one hundred nineteen (119) single-family
residences within Tract Map 20006 (also known as the Rancho Palma Specific Plan)
containing approximately 28.2 acres located on the southeast corner of W. Little League
Drive and N. Magnolia Avenue (APN: 0261-181-16 and 17).
2. The project site shall be developed and maintained in accordance with the plans stamped
November 4, 2020 (EXHIBIT “A”), approved by the City, which includes a site floor plans,
exterior elevations, and preliminary grading plan on file in the Planning Division; the
Conditions of Approval contained herein; and, the City’s Municipal Code regulations.
3. Within two (2) years of the Development Permit approval, commencement of construction
shall have occurred or the permit/approval shall become null and void. In addition, if after
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commencement of construction, work is discontinued for a period of one year, then the
permit/approval shall become null and void. However, approval of the Development Permit
does not authorize commencement of construction. All necessary permits must be obtained
prior to commencement of specified construction activities included in the Conditions of
Approval.
EXPIRATION DATE: NOVEMBER 4, 2022
4. The review authority may grant a time extension, for good cause, not to exceed twelve (12)
months. The applicant must file an application, the processing fees, and all required submittal
items, thirty (30) days prior to the expiration date. The review authority shall ensure that the
project complies with all Development Code provisions in effect at the time of the requested
extension.
5. In the event this approval is legally challenged, the City will promptly notify the applicant of
any claim, action or proceeding and will cooperate fully in the defense of this m atter. Once
notified, the applicant agrees to defend, indemnify and hold harmless the City of San
Bernardino (City), any departments, agencies, divisions, boards or commission of the City as
well as predecessors, successors, assigns, agents, directors, elected officials, officers,
employees, representatives and attorneys of the City from any claim, action or proceeding
against any of the foregoing persons or entities. The applicant further agrees to reimburse the
City for any costs and attorneys’ fees, which the City may be required by a court to pay as a
result of such action, but such participation shall not relieve applicant of his or her obligation
under this condition. The costs, salaries, and expenses of the City Attorney and employees of
his office shall be considered as “Attorney’s fees” for the purpose of this condition. As part
of the consideration for issuing this Development Permit, this condition shall remain in effect
if the Development Permit is rescinded or revoked, whether or not at the request of applicant.
6. All walls throughout the development shall be double-sided split-faced concrete block.
7. Construction-related activities may not occur between the hours of 8:00 pm and 7:00 am. No
construction vehicles, equipment, or employees may be delivered to, or arrive at the
construction site before 7:00 am or leave the site after 8:00 pm. Construction activities shall
only occur Monday through Friday.
8. If the colors of the buildings or other exterior finish materials are to be modified beyond the
current proposal and improvement requirements, the revised color scheme and/or finish
materials shall be reviewed and approved by the Planning Division prior to commencement
of work.
9. Signs are not approved as part of this permit. Prior to establishing any new signs or replacing
existing signs, the applicant shall submit an application and receive approval for a Sign
Permit from the Planning Division. Banners, flags, pennant, and similar signs are prohibited
unless a Temporary Sign Permit is obtained.
10. The project landscape plans shall be in substantial compliance with the Conceptual
Landscape plan and prepared in accordance with the Development Code 19.28.120, Water
Efficient Landscaping Standards.
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11. Minor modification to the plans shall be subject to approval by the Director through the
Minor Modification Permit process. Any modification that exceeds 10% of the allowable
measurable design/site considerations shall require the refilling of the original application.
12. The project shall comply with all applicable requirements of the Building and Safety
Division, Municipal Water Department, Public Works Department, and the San Bernardino
County Consolidated Fire District.
13. All Conditions of Approval and Standard Requirements shall be implemented and/or
completed prior to final inspection and/or issuance of a Certificate of Occupancy.
SECTION 5. Severability: If any section, subsection, subdivision, sentence, or clause or
phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid
or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or
effectiveness of the remaining portions of this Resolution or any part thereof. The City Council
hereby declares that it would have adopted each section irrespective of the fact that any one or
more subsections, subdivisions, sentences, clauses, or phrases be declared unconstitutional,
invalid, or ineffective.
SECTION 6. Effective Date. This Resolution shall become effective immediately.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of __________, 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
__________________________________
Genoveva Rocha, CMC, City Clerk
Approved as to form:
__________________________________
Sonia Carvalho, City Attorney
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9
CERTIFICATION
STATE OF CALIFORNIA
COUNTY OF SAN BERNARDINO
CITY OF SAN BERNARDINO
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-267, adopted at a regular meeting held at the ___ day of _______, 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of
____________ 2020.
______________________________
Genoveva Rocha, CMC, City Clerk
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A-1 06/25/2020 #20014RANCHO PALMA
CITY OF SAN BERNARDINO
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ATRACT 20006PLOTTING EXHIBITHUNSAKERENWS
RANCHO PALMAHouse Plan TotalsTotal119Plan No.2 223 234 165 196 204.bPacket Pg. 46Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
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A-31
A-32
A-33
A-34
A-35
A-36
A-37
A-38
A-39
A-40
A-41
A-42
A-43
A-44
A-45
A-46
plan 1 - spanish “a” - floor plans
plan 1 - spanish “a” - elevation
plan 1 - craftsmaN “b - floor plans
plan 1 - craftsman “b” - elevation
plan 1 - california ranch “c” - floor plans
plan 1 - california ranch “c” - elevation
plan 1 - ROOF PLANS
plan 2 - spanish “a” - floor plans
plan 2 - spanish “a” - elevation
plan 2 - craftsmaN “b - floor plans
plan 2 - craftsman “b” - elevation
plan 2 - california ranch “c” - floor plans
plan 2 - california ranch “c” - elevation
plan 2 - ROOF PLANS
plan 3 - spanish “a” - floor plans
plan 3 - spanish “a” - elevation
plan 3 - craftsmaN “b - floor plans
plan 3 - craftsman “b” - elevation
plan 3 - california ranch “c” - floor plans
plan 3 - california ranch “c” - elevation
plan 3 - ROOF PLANS
plan 4 - spanish “a” - floor plans
plan 4 - spanish “a” - elevation
plan 4 - craftsmaN “b - floor plans
plan 4 - craftsman “b” - elevation
plan 4 - california ranch “c” - floor plans
plan 4 - california ranch “c” - elevation
plan 4 - ROOF PLANS
plan 5 - spanish “a” - floor plans
plan 5 - spanish “a” - elevation
plan 5 - craftsmaN “b - floor plans
plan 5 - craftsman “b” - elevation
plan 5 - california ranch “c” - floor plans
plan 5 - california ranch “c” - elevation
plan 5 - ROOF PLANS
plan 6 - spanish “a” - floor plans
plan 6 - spanish “a” - elevation
plan 6 - craftsmaN “b - floor plans
plan 6 - craftsman “b” - elevation
plan 6 - california ranch “c” - floor plans
plan 6 - california ranch “c” - elevation
plan 6 - ROOF PLANS
written color schemes
color boards - sPANISH
color boards - CRAFTSMAN
color boards - CALIFORNIA RANCH
DEVELOPER:
Trumark Homes
450 Newport Center Dr. Suite 300
Newport Beach, Ca 92660
CONTACT: Maggi Kibbee
Business: (949) 999-9817
Www.trumarkhomes.com
Architect:
Kevin L. Crook Architect, Inc.
1360 Reynolds Ave. Suite 110
Irvine, Ca 92614
Contact: jeff addison
Business: (949) 660-1587
klcarch.com
06/25/2020 #200144.b
Packet Pg. 47 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 1
W.I.C.
M. BATH
PORCH
ENTRY
KITCHEN
20'-2"20'-1"xGARAGE
25'-0"15'-2"xGREAT RM.
12'-5"10'-2"xBEDRM. 3
13'-8"10'-2"xBEDRM. 2
10'-1"13'-0"xOFFICE
13'-10"14'-0"xM. BEDRM.
BATH 2
24'-6" L.F.
LINEN
COATS
PANTRY
LAU.65'-0"40'-0"60'-0"26'-10"13'-2"5'-0"M. BATH
M. BEDRM.
W.I.C.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FLOOR PLAN
0 2 4 8
OPTIONAL M. BATH
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-3
4.b
Packet Pg. 48 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-4
4.b
Packet Pg. 49 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
W.I.C.
M. BATH
PORCH
ENTRY
KITCHEN
20'-2"20'-1"xGARAGE
25'-0"15'-2"xGREAT RM.
12'-5"10'-2"xBEDRM. 3
13'-8"10'-2"xBEDRM. 2
10'-1"13'-0"xOFFICE
13'-10"14'-0"xM. BEDRM.
BATH 2
24'-6" L.F.
LINEN
COATS
PANTRY
LAU.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-5
4.b
Packet Pg. 50 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-6
4.b
Packet Pg. 51 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
W.I.C.
M. BATH
PORCH
ENTRY
KITCHEN
20'-2"20'-1"xGARAGE
25'-0"15'-2"xGREAT RM.
12'-5"10'-2"xBEDRM. 3
13'-8"10'-2"xBEDRM. 2
10'-1"13'-0"xOFFICE
13'-10"14'-0"xM. BEDRM.
BATH 2
24'-6" L.F.
LINEN
COATS
PANTRY
LAU.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-7
4.b
Packet Pg. 52 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-8
4.b
Packet Pg. 53 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-9
4.b
Packet Pg. 54 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 2
LAU.
KITCHEN
ENTRY
PORCH
PWDR.
COATS
PANTRY
20'-11"22'-8"xGREAT RM.
20'-2"20'-1"xGARAGE
LINEN
32'-0"40'-0"42'-0"20'-8"19'-4"10'-0"W.I.C.M. BATH
BATH 2
W.I.C.W.I.C.
W.I.C.
14'-4"11'-10"xM. BEDRM.
11'-0"20'-1"xLOFT
12'-0"10'-1"xBEDRM. 2
10'-4"10'-1"xBEDRM. 3
10'-2"11'-6"xBEDRM. 4
LINEN
20'-4" L.F.
M. BATH
M. BEDRM.
W.I.C.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FIRST FLOOR PLAN
0 2 4 8
SECOND FLOOR PLAN
OPTIONAL M. BATH
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-10
4.b
Packet Pg. 55 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-11
4.b
Packet Pg. 56 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
LAU.
KITCHEN
ENTRY
PORCH
PWDR.
COATS
PANTRY
20'-11"22'-8"xGREAT RM.
20'-2"20'-1"xGARAGE
LINEN
PORCH
W.I.C.M. BATH
BATH 2
W.I.C.W.I.C.
W.I.C.
14'-4"11'-10"xM. BEDRM.
11'-0"20'-1"xLOFT
12'-0"10'-1"xBEDRM. 2
10'-4"10'-1"xBEDRM. 3
10'-2"11'-6"xBEDRM. 4
LINEN
20'-4" L.F.
PORCH
10'-2"11'-6"xBEDRM. 4
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-12
4.b
Packet Pg. 57 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-13
4.b
Packet Pg. 58 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
LAU.
KITCHEN
ENTRY
PORCH
PWDR.
COATS
PANTRY
20'-11"22'-8"xGREAT RM.
20'-2"20'-1"xGARAGE
LINEN
GREAT RM.
KITCHEN LAU.
PWDR.
PORCH
GARAGE
ENTRY
W.I.C.M. BATH
BATH 2
W.I.C.W.I.C.
W.I.C.
14'-4"11'-10"xM. BEDRM.
11'-0"20'-1"xLOFT
12'-0"10'-1"xBEDRM. 2
10'-4"10'-1"xBEDRM. 3
10'-2"11'-6"xBEDRM. 4
LINEN
20'-4" L.F.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-14
4.b
Packet Pg. 59 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-15
4.b
Packet Pg. 60 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-16
4.b
Packet Pg. 61 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-17
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 3
COATS
PORCH
ENTRY
KITCHEN
PWDR.
20'-1"20'-1"xGARAGE
18'-11"14'-11"xGREAT RM.
10'-1" x 19'-0"
PANTRY
10'-7"14'-2"xDINING
40'-0"40'-0"40'-0"19'-8"7'-6"5'-0"12'-10"
BATH 2
LAU.
M. BATH
W.I.C.
21'-6" L.F.
13'-9"14'-6"xM. BEDRM.
11'-0"12'-3"xBEDRM. 3
11'-9"12'-2"xBEDRM. 4
13'-9"11'-0"xBEDRM. 2
25'-5"14'-2"x
LOFT/
OPT. BEDRM.5
LINEN10'-1"12'-0"xBEDRM. 5
LOFT
BEDRM. 4
M. BATH
M. BEDRM.
W.I.C.
BATH 2
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FIRST FLOOR PLAN
0 2 4 8
SECOND FLOOR PLAN
OPT. BEDROOM 5
OPT. M. BATH
4.b
Packet Pg. 62 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-18
4.b
Packet Pg. 63 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
COATS
ENTRY
KITCHEN
PWDR.
20'-1"20'-1"xGARAGE
18'-11"14'-11"xGREAT RM.
10'-1" x 19'-0"
PANTRY
10'-7"14'-2"xDINING
BATH 2
LAU.
M. BATH
W.I.C.
21'-6" L.F.
13'-9"14'-6"xM. BEDRM.
11'-0"12'-3"xBEDRM. 3
11'-9"12'-2"xBEDRM. 4
13'-9"11'-0"xBEDRM. 2
25'-5"14'-2"x
LOFT/
OPT. BEDRM.5
LINENJOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-19
4.b
Packet Pg. 64 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-20
4.b
Packet Pg. 65 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
COATS
PORCH
ENTRY
KITCHEN
PWDR.
20'-1"20'-1"xGARAGE
18'-11"14'-11"xGREAT RM.
10'-1" x 19'-0"
PANTRY
10'-7"14'-2"xDINING
BATH 2
LAU.
M. BATH
W.I.C.
21'-6" L.F.
13'-9"14'-6"xM. BEDRM.
11'-0"12'-3"xBEDRM. 3
11'-9"12'-2"xBEDRM. 4
13'-9"11'-0"xBEDRM. 2
25'-5"14'-2"x
LOFT/
OPT. BEDRM.5
LINENJOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-21
4.b
Packet Pg. 66 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-22
4.b
Packet Pg. 67 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-23
4.b
Packet Pg. 68 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 4
PORCH
ENTRY
KITCHEN
BATH 2
BATH 3
HALL
LAU.
M. BATH
W.I.C.
25'-8" L.F.
12'-0"11'-2"xBEDRM. 312'-0"11'-2"xBEDRM. 4
10'-1"x17'-4"
20'-1"20'-1"xGARAGE
W.I.C.
W.I.C.
W.I.C.
HALL
COATS
LINEN
PANTRY
15'-10"16'-6"xM. BEDRM.
12'-0"12'-7"xBEDRM. 2
17'-1"15'-6"xDINING
16'-0"25'-11"xGREAT RM.59'-0"55'-0"54'-0"19'-8"6'-6"5'-0"28'-10"
COATS PWDR.
17'-4"11'-2"xDEN
M. BATH
W.I.C.
M. BEDRM16'-0"25'-11"xGREAT RM.
DINING
LOW WALL
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FLOOR PLAN
0 2 4 8
OPTIONAL DEN/ POWDER
OPTIONAL M. BATH
OPTIONAL LOW WALL
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-24
4.b
Packet Pg. 69 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-25
4.b
Packet Pg. 70 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
ENTRY
KITCHEN
BATH 2
BATH 3
HALL
LAU.
M. BATH
W.I.C.
25'-8" L.F.
12'-0"11'-2"xBEDRM. 312'-0"11'-2"xBEDRM. 4
10'-1"x17'-4"
20'-1"20'-1"xGARAGE
W.I.C.
W.I.C.
W.I.C.
HALL
COATS
LINEN
PANTRY
15'-10"16'-6"xM. BEDRM.
12'-0"12'-7"xBEDRM. 2
17'-1"15'-6"xDINING
16'-0"25'-11"xGREAT RM.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-26
4.b
Packet Pg. 71 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-27
4.b
Packet Pg. 72 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
PORCH
ENTRY
KITCHEN
BATH 2
BATH 3
HALL
LAU.
M. BATH
W.I.C.
25'-8" L.F.
12'-0"11'-2"xBEDRM. 312'-0"11'-2"xBEDRM. 4
10'-1"x17'-4"
20'-1"20'-1"xGARAGE
W.I.C.
W.I.C.
W.I.C.
HALL
COATS
LINEN
PANTRY
15'-10"16'-6"xM. BEDRM.
12'-0"12'-7"xBEDRM. 2
17'-1"15'-6"xDINING
16'-0"25'-11"xGREAT RM.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-28
4.b
Packet Pg. 73 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-29
4.b
Packet Pg. 74 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-30
4.b
Packet Pg. 75 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 5
PORCH
ENTRY
KITCHEN
BATH 3
12'-0"14'-2"xBEDRM. 4
20'-1"20'-2"xGARAGE
20'-0"29'-0"xGREAT RM.
STORAGE
8" x 20'-2"
PANTRY
COATS 42'-0"50'-0"41'-0"20'-5"5'-0"1'-0"5'-0"15'-2"14'-5"
M. BATH
W.I.C.
8'-4" L.F.
15'-0"15'-0"xM. BEDRM.
W.I.C.
15'-7" L.F.
LAU.
20'-1"15'-0"x
LOFT/
OPT. BEDRM.5
BATH 2
11'-6"10'-6"xBEDRM. 211'-6"10'-7"xBEDRM. 3
HALL
LINEN
10'-2"15'-0"xBEDRM.5
7'-4"15'-0"xLOFT
M. BATH
W.I.C.
M. BEDRM.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FIRST FLOOR PLAN
0 2 4 8
SECOND FLOOR PLAN
OPTIONAL BEDROOM 5
OPTIONAL M. BATH
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-31
4.b
Packet Pg. 76 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-32
4.b
Packet Pg. 77 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
ENTRY
KITCHEN
BATH 3
12'-0"14'-2"xBEDRM. 4
20'-1"20'-2"xGARAGE
20'-0"29'-0"xGREAT RM.
STORAGE
8" x 20'-2"
PANTRY
COATS
M. BATH
W.I.C.
8'-4" L.F.
15'-0"15'-0"xM. BEDRM.
W.I.C.
15'-7" L.F.
LAU.
20'-1"15'-0"x
LOFT/
OPT. BEDRM.5
BATH 2
11'-6"10'-6"xBEDRM. 211'-6"10'-7"xBEDRM. 3
HALL
LINEN
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-33
4.b
Packet Pg. 78 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-34
4.b
Packet Pg. 79 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
PORCH
ENTRY
KITCHEN
BATH 3
12'-0"14'-2"xBEDRM. 4
20'-1"20'-2"xGARAGE
20'-0"29'-0"xGREAT RM.
STORAGE
8" x 20'-2"
PANTRY
COATS
M. BATH
W.I.C.
8'-4" L.F.
15'-0"15'-0"xM. BEDRM.
W.I.C.
15'-7" L.F.
LAU.
20'-1"15'-0"x
LOFT/
OPT. BEDRM.5
BATH 2
11'-6"10'-6"xBEDRM. 211'-6"10'-7"xBEDRM. 3
HALL
LINEN
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-35
4.b
Packet Pg. 80 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-36
4.b
Packet Pg. 81 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-37
4.b
Packet Pg. 82 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AREA TABULATION
UNCONDITIONED SPACE
CONDITIONED SPACE
PLAN 6
KITCHEN
ENTRY
BATH 3
SUITE
BATH
PORCH
10'-1"10'-2"xBEDRM. 4
20'-1"20'-1"xGARAGE
22'-4"10'-1"x
18'-0"29'-0"xGREAT RM.
21'-5"12'-7"xSUITE LIVING
10'-1"10'-2"x
SUITE
BEDROOM
PANTRY COATS
53'-0"50'-0"43'-0"20'-8"23'-7"10'-0"5'-9"
17'-2"16'-7"xM. BEDRM.
LAU.
W.I.C.
M. BATH
BATH 2
16'-10"15'-5"x
LOFT/ OPT.
BEDRM. 5
13'-2"11'-4"xBEDRM. 213'-2"11'-4"xBEDRM. 3
LINEN
17'-7" L.F.
12'-10"11'-1"xBEDRM.5
BEDRM. 3 BEDRM. 2
M. BEDRM.
HALL
M. BATH
W.I.C.
M. BEDRM.
LAU.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
FIRST FLOOR PLAN
0 2 4 8
SECOND FLOOR PLAN
OPT. BEDROOM 5
OPT. M. BATH
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-38
4.b
Packet Pg. 83 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-39
4.b
Packet Pg. 84 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
KITCHEN
ENTRY
BATH 3
SUITE
BATH
PORCH
10'-1"10'-2"xBEDRM. 4
20'-1"20'-1"xGARAGE
22'-4"10'-1"x
18'-0"29'-0"xGREAT RM.
21'-5"12'-7"xSUITE LIVING
10'-1"10'-2"x
SUITE
BEDROOM
PANTRY COATS
17'-2"16'-7"xM. BEDRM.
LAU.
W.I.C.
M. BATH
BATH 2
16'-10"15'-5"x
LOFT/ OPT.
BEDRM. 5
13'-2"11'-4"xBEDRM. 213'-2"11'-4"xBEDRM. 3
LINEN
17'-7" L.F.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-40
4.b
Packet Pg. 85 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-41
4.b
Packet Pg. 86 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
KITCHEN
ENTRY
BATH 3
SUITE
BATH
PORCH
10'-1"10'-2"xBEDRM. 4
20'-1"20'-1"xGARAGE
22'-4"10'-1"x
18'-0"29'-0"xGREAT RM.
21'-5"12'-7"xSUITE LIVING
10'-1"10'-2"x
SUITE
BEDROOM
PANTRY COATS
17'-2"16'-7"xM. BEDRM.
LAU.
W.I.C.
M. BATH
BATH 2
16'-10"15'-5"x
LOFT/ OPT.
BEDRM. 5
13'-2"11'-4"xBEDRM. 213'-2"11'-4"xBEDRM. 3
LINEN
17'-7" L.F.JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
0 2 4 8
FIRST FLOOR PLANSECOND FLOOR PLAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-42
4.b
Packet Pg. 87 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-43
4.b
Packet Pg. 88 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
JOB #: 20014Kevin L. Crook
Inc klcarch.comArchitect
PLANNING + ARCHITECTURE
ROOF PLANS
0 2 4 8
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-44
4.b
Packet Pg. 89 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
PROJECT 20014
CREATED 4/30/2020
"A" ELEVATIONS Client Rev 5/13/20
SPANISH SCHEME 1 SCHEME 2 SCHEME 3 KLCA Rev 6/22/2020
STUCCO 1506 18 10
STUCCO PAINT MATCH***SW6107 NOMADIC DESERT SW7516 KRESTEL WHITE SW7757 HIGH REF WHITE
FASCIA / TRIM SW6083
SABLE
SW7026
GRIFFIN
SW6104
KAFFEE STUCCO:OMEGA
GARAGE DOOR WD 9100 SERIES
TAUPE
WD 9100 SERIES
TAUPE
WD 9100 SERIES
TAUPE PAINT:SHERWIN WILLIAMS
FRONT DOOR /
SHUTTERS
SW0048
BUNGLEHOUSE BLUE
SW0008
CAJUN RED
SW0041
DARD HUNTER GREEN ROOF:BORAL
CLAY PIPES /
GABLE END DETAIL
SW6061
TANBARK
SW6061
TANBARK
SW6061
TANBARK
GARAGE
DOOR:WAYNE DALTON
ROOF: LOW PROFILE "S"
(VILLA)
1VICS7970
RED CASTLE
1VICS7970
RED CASTLE
1VICS7970
RED CASTLE
"B" ELEVATIONS
CRAFTSMAN SCHEME 4 SCHEME 5 SCHEME 6
STUCCO 1526 1511 1581
STUCCO PAINT MATCH***SW7518 BEACH HOUSE SW7023 REQUISITE GRAY SW7639 ETHERAL MOOD
SECONDARY STUCCO /
GABLE WAINSCOT
SW6096
JUTE BROWN
SW6004
MINK
SW7046
ANONYMOUS
FASCIA / TRIM SW9091
HALF-CAFF
SW7757
HIGH REFLECTIVE WT
SW7048
URBANE BRONZE
GARAGE DOOR WD 9100 SERIES
BROWN
WD 9100 SERIES
WHITE
WD 9100 SERIES
GRAY
FRONT DOOR /
SHUTTERS
SW2837
AURORA BROWN
SW6990
CAVIAR
SW2820
DOWNING EARTH
ROOF: FLAT SHAKE 1FBCJ1132
CHARCOAL BRN BLD
1FBCJ1132
CHARCOAL BRN BLD
1FBCJ1132
CHARCOAL BRN BLD
"C" ELEVATIONS
CALIFORNIA RANCH SCHEME 7 SCHEME 8 SCHEME 9
STUCCO 1562 1596 1510
STUCCO PAINT MATCH***SW9087 SMOKY BEIGE SW7541 GRECIAN IVORY SW7704 TOWER TAN
SECONDARY STUCCO SW6074
SPALDING GRAY
SW7053
ADAPTIVE SHADE
SW9092
ICED MOCHA
FASCIA / TRIM SW6075
GARRET GRAY
SW7033
BRAINSTORM BRNZE
SW6096
JUTE BROWN
GARAGE DOOR WD 9100 SERIES
BROWN
WD 9100 SERIES
BROWN
WD 9100 SERIES
BROWN
FRONT DOOR /
SHUTTERS
SW7630
RAISIN
SW7675
SEALSKIN
SW6076
TURKISH COFFEE
ROOF: COUNTRY SLATE 1FECY0300
BRONZE PEARL BLD
1FECY0300
BRONZE PEARL BLD
1FECY0300
BRONZE PEARL BLD
ALL FLASHING, GUTTERS, DOWNSPOUTS ETC. TO BE PAINTED TO MATCH ADJACENT SURFACE. ALL PAINT BREAKS TO BE CUT AT INSIDE CORNERS.
** FOR PHOTOSHOP & RENDERING PURPOSES ONLY, DO NOT USE IN THE FIELD
TODAS LAS TAPAJUNTAS, CAñALERAS, CAñALONES, ETC.SERAN PINTADOS PARA IGUALAR A LA SUPERFICIE DE JUNTO
TODAS LAS RESTAURAS DE PINTURA SE CORTARAN EN LAS ESQUINAS INTERIORES
**SOLO PARA FINES DE PHOTOSHOP Y REPRESENTACIONES, NO USAR EN EL CAMPO
RANCHO PALMA
SAN BERNARDINO, CA
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-45
WRITTEN COLOR SCHEMES
4.b
Packet Pg. 90 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
SPANISH
SCHEME #1
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMFRONT DOOR / SHUTTERSCLAY PIPES / GABLE END DETAILRANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
SPANISH
SCHEME #2
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMFRONT DOOR / SHUTTERSCLAY PIPES / GABLE END DETAILRANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
SPANISH
SCHEME #3
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMFRONT DOOR / SHUTTERSCLAY PIPES / GABLE END DETAILRANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-46
COLOR BOARD-SPANISH
4.b
Packet Pg. 91 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CRAFTSMAN
SCHEME #4
ROOFSTUCCO BODYFASCIA / TRIMS E C O N D A R Y S T U C C O / GABLE WAINSCOTFRONT DOOR / SHUTTERSGARAGE DOORRANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CRAFTSMAN
SCHEME #5
ROOFSTUCCO BODYFASCIA / TRIMS E C O N D A R Y S T U C C O / GABLE WAINSCOTFRONT DOOR / SHUTTERSGARAGE DOORRANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CRAFTSMAN
SCHEME #6
ROOFSTUCCO BODYFASCIA / TRIMS E C O N D A R Y S T U C C O / GABLE WAINSCOTFRONT DOOR / SHUTTERSGARAGE DOORCOLOR BOARD-CRAFTSMAN
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-47
4.b
Packet Pg. 92 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
RANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CALIFORNIA RANCH
SCHEME #7
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMFRONT DOOR / SHUTTERSSECONDARY STUCCORANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CALIFORNIA RANCH
SCHEME #8
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMSECONDARY STUCCOFRONT DOOR / SHUTTERSRANCHO PALMA
SAN BERNARDINO, CA6/24/2020
#20014
CALIFORNIA RANCH
SCHEME #9
ROOFSTUCCO BODYGARAGE DOORFASCIA / TRIMSECONDARY STUCCOFRONT DOOR / SHUTTERSCOLOR BOARD-CALIFORNIA RANCH
RANCHO PALMA
CITY OF SAN BERNARDINO
06/25/2020
#20014A-48
4.b
Packet Pg. 93 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
AA
TRACT 20006PLOTTING EXHIBITHUNSAKERENWS
RANCHO PALMAHouse Plan TotalsTotal119Plan No.2 223 234 165 196 20Plans35 84Single StoryTwo Story4.bPacket Pg. 94Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
C
R
E
E
K
C
H
A
N
N
E
L CHESTNUT AVECOVER SHEET
1
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/8/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2PROJECT INFO
TRACT 20006 - CITY OF SAN BERNARDINO, CA
CONSTRUCTION DOCUMENTS FOR:
RANCHO PALMA
RONALD REAGAN PARK
N O R T H
COVER SHEET
CONSTRUCTION PLAN
CONSTRUCTION DETAILS
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION DETAILS
IRRIGATION DETAILS, CALCS, & NOTES
PLANTING PLAN
PLANTING DETAILS & NOTES
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
KEY MAP
1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND
REGULATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES
TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF
WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME.
4. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY
DEVELOPER.
5. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27
LICENSE OR GREATER.
6. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT WHEN WORK IS COMPLETED.
8. IN ORDER FOR THE LANDSCAPE TO BE CERTIFIED, THE CONTRACTOR MUST GIVE A MIN. OF ONE
WEEK'S NOTICE.
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOTE BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE LOCAL JURISDICTION, AND THE LANDSCAPE
ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, THE LOCAL JURISDICTION, OR THE
LANDSCAPE ARCHITECT.
LEGAL DESCRIPTION
GENERAL NOTES SHEET INDEX
HOLD HARMLESS CLAUSE
BUILDER:
TRUMARK HOMES
450 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92660
PHONE (949) 999-9817
CONTACT: MAGGI KIBBEE
CIVIL ENGINEER:
HUNSAKER & ASSOCIATES
2900 ADAMS STREET, SUITE A-15
RIVERSIDE, CA 92504
PHONE (951) 352-7200
CONTACT: PAUL HUDDLESTON
LANDSCAPE ARCHITECT:
BGB DESIGN GROUP, INC.
3185 C1 AIRWAY AVE
COSTA MESA, CA 92626
PHONE (714) 545-2898
CONTACT: JEFF KRAUS
PROJECT CONTACTS
1
2
3
4
5
6
7
8
9
10
11
12
13
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SAN
BERNARDINO, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS
DESCRIBED AS FOLLOWS:
PARCELS 1, 2 AND 4 OF PARCEL MAP NO. 19701, IN THE CITY OF SAN BERNARDINO,
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 250, PAGES 88 THROUGH 90, RECORDS OF SAID COUNTY, JULY 25, 2018.
APN(S): 0261-181-16-0-000, 0261-181-17-17-0-000 & 0261-181-18-0-000
UTILITIES AND SERVICE
WATER: CITY OF SAN BERNARDINO
SEWER: CITY OF SAN BERNARDINO
GAS: SOUTHERN CALIFORNIA GAS COMPANY
ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
4.b
Packet Pg. 95 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL DESCRIPTION QTY DETAIL
3-1/2" MIN. THICK CONCRETE PAVING WITH TROWELED SCORE JOINTS 868 SF A/3
SPACED AS SHOWN ON PLAN. SEE PALNT FOR CONTROL JOINTS.
SEALED ISOLATION JOINT TO BE 20`-0" O.C. MAX. SPACING (THICKNESS
TO BE DETERMINED PER SOIL ENGINEER`S REPORT)
COLOR: NATURAL
FINISH: BROOM FINISH
2X4 REDWOOD HEADER 236 LF B/3
SEALED ISOLATION JOINT C/3
TROWLED CONTROL JOINT C/3
TROWLED SCORE JOINT C/3
STEEL LANDSCAPE EDGING 103 LF D/3
MFR: SURE-LOC
PH: 1 - 800 - 787 - 3562
MODEL: STEEL LANDSCAPE EDGING
SIZE: 1/4" X 5"
COLOR: BLACK
FREE STANDING GAZEBO E/3
MFR: ICON SHELTER SYSTEMS
TYPE: CRAFTSMAN OCTAGON
MODEL: CC20-10M-P4-50-90-100
INFORMATION MESSAGE BOARD F/3
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
CONSTRUCTION LEGEND
SYMBOL DESCRIPTION
PROJECT BOUNDARY
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
CURB & GUTTER - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
RIGHT-OF-WAY - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-04
R-05
REFERENCE LEGENDCHESTNUT AVEC
R
E
E
K
C
H
A
N
N
E
L 3'-0"5'-0"8'-0"5'-0"40'-0"24'-6"6'-0"7'-3"12'-3"12'-3"CL6'-4"
2'-10" SQ.
R
8
'
-
0
"
R3'-0"
R
6
'
-
0
"R11'-0"R7
'
-
6
"26'-8"R26'-0"R20'-0"C-01
C-07
C-02
C-065'-0"R-03 R-04
R-01
R-01
R-01
R-02
R-05
C-03
C-04
C-05
C-08
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 3
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'
N
CONSTRUCTION PLAN
2
4.b
Packet Pg. 96 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
INFORMATION MESSAGE BOARD
SCALE:1/2" = 1'-0"SECTION / ELEVATION
2'-2"3'-6"7'-0"3'-0"1 1
2
OUTDOOR MESSAGE CENTER AVAILABLE THROUGH:
https://www.outdoordisplaycases.com/StoreModules/ProductDetails.aspx?p=Outdoor-Message-Center-Cork-Board-26x42-with-Posts-Single-Door
ITEM ID# LSIDMC-2642
FOOTING EMBED INTO GROUND WITH CONCRETE FOOTING. SEE DETAIL.
FINISH WEATHERED WOOD
VINYL GREY
LIGHT NONE
NOTE REQUIRES 12-15 DAYS FOR SHIPPING
4
3
5
26 X 42 OUTDOOR
MESSAGE CENTER WITH
CORK BOARD (ITEM ID#
LSIDMC-2642) - REFER TO
MANUFACTURER
INFORMATION
1
4" X 4" X 120" LEG POST -
REFER TO
MANUFACTURER
INFORMATION
2
CONCRETE FOOTING -
REFER TO
MANUFACTURER
INFORMATION
3
FINISH GRADE- REFER TO
PRECISE GRADING PLAN
4
COMPACTED SUB-GRADE
PER GEO-TECHNICAL
SOILS REPORT
5
FGAZEBO FOOTING
SCALE:NTS VIEWREFER TOSTRUCTURALENGINEERALL STRUCTURAL COMPONETS WILL BE:
TUBE: ASTM A500 GRADE B
PLATE: ASTM A36
BOLTS: ASTM A325
NUTS: ASTM A563
WELDING: GMAW
NOTE:
COLUMN SIZE: CC1/HSS 5x5x3/16
1
2
3
4
5
6
7
11 1/2"3/4" ANCHOR BOLT WITH 3/4" NUTS (4) PLCS1
ACCESS HOLE2
ACCESS HOLE COVER3
CONCRETE FOOTING - REFER TO STRUCTURAL ENGINEER
PLANS
4
FINISH GRADE - REFER TO CIVIL ENGINEER PLANS5
90% COMPACTED SUBGRADE6
GAZEBO COLUMN7
REFER TO
STRUCTURAL
ENGINEER
EGALVINIZED STEEL EDGING
SCALE:1" = 1"VIEW
NOTE:
IN TURF CONDITION, TOP OF
FINISH GRADE SHALL BE 1"
BELOW TOP OF EDGING
1
2
3
4
5
1
15" STEEL STAKE
2 3 4
5" MIN. DEPTH GALVINIZED STEEL EDGING
2
FINISHED GRADE OF SHRUB PLANTING AREA
(MULCH)
3
AMENDED TOPSOIL
5
SUBGRADE
D
TYPICAL PAVING JOINTS
SCALE:1" = 1'-0"SECTION1"COLD JOINT & SPEED DOWELS WITH SEALANT1/2"SAWCUT CONTROL JOINT TROWELED CONTROL JOINT2/31/3TROWELED SCORE JOINT1/32/31" MIN. OR ASSPECIFIED ONCIVIL PLANSSAWCUT SCORE JOINT
SEALED ISOLATION JOINT AT CURB & BUILDING
EQ EQ
1
7
414
3 16 4
7
1
1
7
4312
151
7
4
18
10
11
5 3
4
7
4
1
7
8
3
2
11
5
9
10
17
13
6
3
REBAR SCHEDULE IF / ANY SHALL BE IN
ACCORDANCE WITH FINAL GEO-TECHNICAL
SOILS REPORT AND CENTERED IN SLAB.
1
FINISH FLOOR OF BUILDING (AS / WHERE
APPLICABLE)
2
1/8" RADIUS EDGE3
CONCRETE PAVING - SEE CONSTRUCTION
PLAN FOR COLOR AND FINISH
4
POLYURETHANE TWO-PART JOINT SEALANT
PER SPECIFICATIONS OR APPROVED EQUAL.
SET BELOW FINISH SURFACE. DEPTH PER
MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS. COLOR / TEXTURE TO
MATCH ADJACENT CONCRETE PAVING COLOR.
5
"COLD" JOINT. ALL SECTIONS OF PAVING ON
EITHER SIDE OF THE JOINT SHALL BE
"STITCHED" TOGETHER BY USE OF 18" LONG #4
DOWELS @ 18" O.C.
6
REFER TO PAVING DETAIL FOR SUB-BASE /
SUB-GRADE PREPARATION
7
18" LONG #4 "SPEED DOWELS" (OR APPROVED
EQUAL) @ 24" O.C.
8
BUILDING WALL OR STORE FRONT9
1/2" WIDE ASPHALT IMPREGNATED FIBER
EXPANSION BOARD (OR APPROVED EQUAL) TO
FULL DEPTH
10
PROVIDE BACKER ROD CONTINUOUS ALONG
BUILDING WALLS FOUNDATIONS AND SLABS -
SEE ALSO ITEM #17
11
3/16" (PLUS OR MINUS) WIDE x 1/2" DEEP
TROWELED SCOREJOINT. 1/8" RADIUS ON BOTH
EDGES - SEE ITEM NUMBER 16, THIS SHEET,
FOR TROWELED CONTROL JOINT
REQUIREMENTS.
12
STUCCO FINISH WITH SCREED OR BUILDING
FINISH - SEE ARCHITECTURAL PLANS
13
3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP
SAWCUT SCORE JOINT. LOCATE WHERE
INDICATED ON PLAN.
14
3/16" WIDE (PLUS OR MINUS) SAWCUT
CONTROL JOINT. JOINT DEPTH SHALL BE 1/3
DEPTH OF CONCRETE PAVING. LOCATE
SAWCUT / TROWELED SCORE JOINTS SO AS TO
FORM, AS NEAR AS POSSIBLE, 8'-0" TO 12'-0"
SQUARE PAVING SECTIONS. SAWCUT JOINTS
AS SOON AS POSSIBLE, BUT GENERALLY NO
LATER THAN 8 TO 24 HOURS AFTER PAVING
INSTALLATION AND WHILE THE CONCRETE IS
STILL "PLASTIC".
15
3/16" WIDE TROWELED CONTROL JOINT. JOINT
DEPTH SHALL BE 2/3 DEPTH OF CONCRETE
PAVING. LOCATE SAWCUT / TROWELED SCORE
JOINTS SO AS TO FORM, AS NEAR AS
POSSIBLE, 8'-0" TO 12'-0" SQUARE PAVING
SECTIONS.
16
1/2" WIDE SEALED ISOLATION JOINTS SHALL BE
INSTALLED IN LOCATIONS WHERE PAVING
ABUTS WALLS, COLUMNS, FLOOR SLABS /
STOREFRONTS, CURBS AND OTHER POINTS OF
RESTRAINT INCLUDING DRAINS, MANHOLES,
UTILITY BOXES / COVERS, STEPS, ETC. JOINTS
SHALL INCLUDE EXPANSION BOARD,
BACKERROD, AND SEALANT TO MATCH
CONCRETE COLOR.
17
CONCRETE CURB AND GUTTER - PER CIVIL
ENGINEER'S PLANS
18
CCONCRETE PAVING
SCALE:3" = 1'-0"SECTION
PEDESTRIAN WALKWAY SECTION
1
2
34"MIN.1"NOTE:
·REBAR SCHEDULE IF/ANY SHALL BE IN ACCORDANCE WITH FINAL GEO-TECHNICAL
SOILS REPORT.
·REFER TO DETAIL P, SHEET L3.4 FOR TYPICAL PAVING JOINT.
4" MIN. THICK TYPE V / 520-P-2500 CONCRETE PAVING - SEE CONSTRUCTION PLAN
FOR CONCRETE FINISH
1
1" SAND BED FOR PROPER CURING OF CONCRETE.2
COMPOSITION, COMPACTION, AND PREPARATION OF SUB-GRADE SHALL BE IN
ACCORDANCE WITH GEO-TECHNICAL SOILS REPORT.
3
A 2 X 4 WOOD HEADER
SCALE:1 1/2" = 1'-0"SECTION
NOTES:
·LAY HEADER TRUE TO LINE AND GRADE.
·REFER TO CONSTRUCTION PLAN FOR ADDITIONAL INFORMATION.
·USE HOT-DIPPED GALVANIZED NAILS.
12
3
4
5
6
2" PLANTING OR MULCH 1" IN TURFFINISH GRADE AT SHRUB AREA1
2 X 4 WOOD HEADER2
1 X 2 X 18 WOOD STAKE @ 5' O.C. MAX. PLACE STAKES ON TURF/MULCH SIDE AND SET 1" BELOW
TOP OF HEADERBOARD. CUT STAKES AT 45 DEGREE ANGLE.
3
ADJACENT TURF, PLANTING OR MULCH AREA4
COMPACTED SUBGRADE BENEATH STABILIZED DECOMPOSED GRANITE5
NON-COMPACTED SUBGRADE6
B
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2CONSTRUCTION DETAILS
3
4.b
Packet Pg. 97 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
CHESTNUT AVEC
R
E
E
K
C
H
A
N
N
E
L
BBBBBTMK
B
B
B
B
B
T
K
K
K
K
G
K
M
K
B
B
B
B
B
B
B
B
K
M
R
A
A
A
A
A
A
A
A
A A
A
A
A
A
C
E
W
FS
C1 8.24
1"
C2 14.6
1"
C3 18.2
1"
C4 18.4
1"
C5 1.50
1"
C6 18.2
1"
C714.4
1"
C88.79
1"
3 4"
1"
3 4"
1"
1"
11 4"
3 4"
1"
11 4"
11 4"
3 4"
1"
1"
3 4"
3 4"
11 4"
3 4"
3 4"
1"
11 4"
1"
3 4"
3 4"
1"
11 4"
11 4"
3 4"
11 4"
3 4"
11 4"
1"
1"
3 4"
1"3 4"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
HUNTER MP CORNER PROS-12-PRS40-CV 2 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR
NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
HUNTER MP1000 PROS-12-PRS40-CV 3 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360
ARC ON PRS40 BODY.
HUNTER MP2000 PROS-12-PRS40-CV 10 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
HUNTER MP3000 PROS-12-PRS40-CV 32 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTARY NOZZLE. B=BLUE ADJ ARC
90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40
BODY.
RAIN BIRD 1804-1400 FLOOD BUBBLER 1401 6 30 C/5
FLOOD BUBBLER 4.0" POPUP. INSTALL TWO (2) PER TREE FOR A
TOTAL OF 0.5 GPM PER TREE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 1 D/5
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 2
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP 2 K/6
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
RAIN BIRD ARV050 1 L/6
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL
ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 1,318 L.F. A/5
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESBR-PRS-D 7 E/6
1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR
RECLAIMED WATER APPLICATIONS. WITH SCRUBBER
MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE,
AND PRESSURE REGULATOR MODULE.
LASCO FITTINGS TUBV-SC 1 J/6
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 H/6
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YA 1-1/2"1 G/6
REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `C` 1 F/6
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET ___ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES.
CONTACT DARYL GREEN (949) 584 - 7311
FLOW SENSOR 1 I/6
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS
WATER METER 1" 1
PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,392 L.F. M/7
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 136.9 L.F. M/7
1"-1 1/2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 15.6 L.F.M/7
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
T
M OL
K G R
B Y A
1401
C
FS
E
W
IRRIGATION LEGEND
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
C1 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 8.24 27.4 45.18 58.03 0.20 in/h
C2 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 14.56 49.0 45.27 61.84 0.21 in/h
C3 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.20 55.7 44.85 64.77 0.23 in/h
C4 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.43 60.4 47.91 68.45 0.22 in/h
C5 RAIN BIRD PESBR-PRS-D 1" BUBBLER 1.50 65.1 32.02 43.74 0.89 in/h
C6 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.20 108.9 44.57 69.07 0.24 in/h
C7 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 14.38 114.7 46.47 66.59 0.23 in/h
C8 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.78 120.5 36.74 51.83 0.42 in/h
Common Wire 136.9
VALVE SCHEDULE
CRITICAL ANALYSIS
Generated:2020-06-24 13:31
P.O.C. NUMBER: 01
Water Source Information: PRESSURE NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:18.20 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20.00 ft
Pressure Available:80.00 psi
DESIGN ANALYSIS
Maximum Station Flow:18.43 gpm
Flow Available at POC:18.20 gpm
Residual Flow Available: -0.24 gpm
Critical Station:C6
Design Pressure:40.00 psi
Friction Loss:1.74 psi
Fittings Loss:0.17 psi
Elevation Loss:0.00 psi
Loss through Valve:2.65 psi
Pressure Req. at Critical Station: 44.57 psi
Loss for Fittings:0.98 psi
Loss for Main Line:9.82 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:11.41 psi
Loss for Master Valve:0.45 psi
Loss for Water Meter:1.84 psi
Critical Station Pressure at POC: 69.07 psi
Pressure Available:80.00 psi
Residual Pressure Available: 10.93 psi
VALVE NUMBER
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'
N
IRRIGATION PLAN
4
NOTE:
FOR IRRIGATION DETAILS, CALCULATIONS
LEGENDS, AND NOTES, SEE SHEETS 5-7
POINT OF CONNECTION - CONTROLLER C:
WATER METER LOCATED AS SHOWN ON THE APPROVED SEWER
AND WATER PLANS PROVIDED BY THE CIVIL ENGINEER OF RECORD
METER SIZE:1 1/2"
SERVICE LINE SIZE:1 1/2"
ELEVATION OF METER:X
STATIC PRESSURE:X
PUMP REQUIRED:NO
AREA SERVED:22,081 SF
CONTROLLER ASSEMBLY - C:
CONTROLLER AND ELECTRIC METER INSTALLED TOGETHER IN THE SAME
STAINLESS STEEL ENCLOSURE. PROVIDED BY GREEN PRODUCT SALES.
CONTACT: DARYL GREEN 949-584-7311.
ASSEMBLY MODEL #
ICA5-RB3-__/IQ-GPRS/IFS-150F/SP/RB-URA/RSE
CONTROLLER: RAIN BIRD LXMEF (ENCLOSURE MOUNT)
NUMBER OF STATIONS: __ TOTAL (8 USED)
POWER USAGE: 120 / 240 VAC, 50 / 60 HZ.
MAX AC DRAW: 1 AMPS / 120 V - 2 AMPS / 230 V
WIRE TYPE:CONVENTIONAL
#14AWG (PILOT WIRES)
#12 AWG (COMMON WIRE)
NOTES:
1. ELECTRIC METER SHALL BE INSTALLED INSIDE THE SAME ENCLOSURE.
REFER TO SEPARATE ELECTRICAL / EDISON WORK ORDER FOR METER
SPECIFICATIONS. LANDSCAPE CONTRACTOR'S ELECTRICIAN SHALL MAKE
THE 120V HOOKUP TO POWER.
2. CONTROLLER IS EQUIPPED WITH CLOUD MANAGEMENT SOFTWARE
(IQ-GPRS) WHICH WILL OBTAIN WEATHER DATA VIA CELL PHONE SERVICE.
CONTROLLER EQUIPPED WITH AN ENCLOSURE MOUNTED RAIN SWITCH AS
DESIGNATED BY RSE IN THE ASSEMBLY MODEL NUMBER.
CONTROLLER NOTE:
PRIOR TO START OF MAINTENANCE PERIOD,
IRRIGATION CONTROLLER SHALL BE
PROGRAMMED TO RUN OFF REAL TIME ET.
4.b
Packet Pg. 98 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
LAWN / SHRUB POP-UP (TRIPLE SWING JOINT)
SCALE:N.T.S.SECTION
NOTE:
CONTRACTOR MAY USE PRE-FABRICATED TRIPLE
SWING JOINT ASSEMBLY AS APPROVED BY THE
LANDSCAPE ARCHITECT
6" MIN. / 12" MAX.12" COVERNOTE:
TEFLON TAPE ALL CONNECTIONS
1
2
345
6
7
8
FINISH GRADE1
POP-UP SPRAY HEAD2
SCH 40 P.V.C. S x S x T FITTING
LATERAL x SPRINKLER INLET SIZE
3
P.V.C. SCH 80 NIPPLE4
TEFLON TAPE THREADS5
P.V.C. LATERAL6
PRE-ASSEMBLED SWING JOINT WITH
TWO POLY ELLS (THREADED x
INSERT) AND 6" POLY TUBING. SIZE
PER SPRINKLER OUTLET.
7
HARDSCAPE8
B
XERIGATION CONTROL ZONE KIT - LT. COMMERCIAL
SCALE:N.T.S.SECTION
NOTE:
VALVE BOX LIDS SHALL BE BRANDED WITH ABBREVIATED INITIALS FOR EACH DEVICE
1 2
3
4 86 1
11
12
18
10
916717519
13 14 15
FINISH GRADE / TOP OF MULCH1
VALVE BOX WITH COVER: JUMBO SIZE HEAT BRAND 'RCV' AND CONTROLLER STATION #
ONTO LID.
2
30-INCH LINEAR LENGTH OF WIRE, COILED3
WATER PROOF CONNECTOR: USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK
CONNECTOR W/ GEL FILLED POLYPROPYLENE TUBE)
4
FILTER FABRIC5
CHRISTY ID TAG6
REMOTE CONTROL VALVE (INCLUDED ON CONTROL ZONE KIT) SEE PLAN FOR SIZE.7
PRESSURE REGULATING QUICK CHECK BASKET FILTER (INCLUDED IN CONTROL ZONE KIT)8
PVC SCH 40 FEMALE ADAPTOR9
LATERAL PIPE (TO SYSTEM)10
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL11
PVC SCH 80 ELL12
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL13
PVC SCH 80 TEE OR ELL14
MAINLINE PIPE15
3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL16
PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN CONTROL ZONE KIT)17
PVC UNION18
BRICK (1 OF 4)19
DTREE BUBBLER
SCALE:3/4" = 1'-0"PLAN VIEW / SECTON
1
2
3
6
4
1
3
7
6
4
5
5
1 3"
7
2
18
9
TREE BUBBLER - SEE IRRIGATION PLAN1
TREE - SEE PLANTING PLAN2
TREE STAKE - SEE PLANTING DETAILS3
1/2" BLANK POLY PIIPE4
ADJACENT DRIPLINE - SEE IRRIGATION PLAN5
WATERING BERM - SEE TREE PLANTING DETAIL6
TREE ROOT BALL AND BOX SIZE7
FINISH SURFACE - SEE PRECISE GRADING PLAN8
COMPACTED SUB-GRADE PER GEO-TECHNICAL SOILS
REPORT
9
TREE SIZE =GPH
15 GAL = 5
24" BOX = 10
36" BOX = 10
48" BOX = 20
TREE SIZE = POLY PIPE RADIUS
15 GAL = 1.5 FT.
24" BOX = 2 FT.
36" BOX = 2.5 FT.
48" BOX = 3 FT.3"3"C
TYPICAL DRIP LINE SYSTEM LAYOUT
SCALE:1" = 1"PLAN
NOTE:
TRIANGULAR SPACE
EMITTERS AS SHOWN
BELOW
2
4
16 73
8
9
F
A2" MIN.4" MAX2" MIN.12" MIN.4" MIN.2" MIN.4" MIN.TO LATERAL
TO AIR RELIEF /
FLUSH VALVE
TO AIR RELIEF / FLUSH
VALVE / LATERAL
TYPICAL DRIPLINE SECTION
PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING
1
210
11
12 13 1 1415
16
1 10 11
2 17
13 15
16
11
11
17
18
13 1516
17
2
PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE
LEGEND
1
PVC SUPPLY HEADER2
PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER3
PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER
TUBING
4
PVC MAINLINE - SEE PLAN6
XERIGATION CONTROL VALVE - SEE LEGEND7
FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8
AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE
LEGEND
9
½" COMP X ¾" MPT ADAPTER10
SCH 40 PVC TEE (SxSxT)11
BARB x BARB TEE12
TOP OF MULCH (SEE SPECS)13
TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14
FINISHED GRADE15
TOP SOIL COVER16
PVC SCH 4017
PVC SCH 40 ELBOW18A
IRRIGATION DETAILS
5
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 24.b
Packet Pg. 99 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
5 PIPE DIA10 PIPE DIA
FLOW SENSOR TO MASTER VALVE
SCALE:N.T.S.SECTION
1
2
3
456
78
9
10
11
12
1" IN TURF AREAS2" IN SHRUB AREAS4"CLR.2"CLR.FINISH GRADE1
1" ELECTRICAL CONDUIT & SWEEP ELLS2
PLASTIC VALVE BOX, W/ LOCKING COVER.
HEAT BRAND "FS" ONTO COVER
3
FLOW SENSOR - SEE LEGEND FOR
SPECIFICATIONS
4
PVC MAIN LINE TO MASTER VALVE.
LENGTH PER SPECS AND PLAN.
5
PVC MALE ADAPTER (2 REQ.)6
TWO CUBIC FOOT ¾" CRUSHED ROCK7
FILTER FABRIC8
BELDEN #9883 CABLE (SENSOR LEADS TO
DATA RECORDER)
9
CONDUIT BUSHING10
3M DBY-6 DIRECT BURY SPLICE KIT W/
SKOTCHLOK SPRING CONNECTORS
11
PVC MAINLINE PIPE PER SPECIFICATION12
13
PVC SCH. 80 - 45° ELL- (2) REQUIRED13
I 18" MIN.1 FINISH GRADE
4" MIN.2 PVC UNION
3 RECTANGULAR PLASTIC VALVE BOX,
W/ LOCKING COVER BRANDED "GV"
4 GATE VALVE OR BALL VALVE W/
ROUND HANDLE (AS SPECIFIED)
5 PVC MAIN LINE
6 PVC MALE ADAPTER (2 REQUIRED)
7 ONE CUBIC FOOT ¾" CRUSHED ROCK
8 8" DIA. CL. 160 PVC SLEEVE W/ FLARED
BOTTOM CONTACTING SUPPLY LINE
1 3
7
4
5
6
NOTE:
INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH
GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS
9 PVC FEMALE ADAPTER
9
2
8
10 FILTER FABRIC
10
BALL OR GATE VALVE - 2 1/2" OR LESS
SCALE:VIEWN.T.S.J
2
6
5 87
1 DURA PRODUCTS MODEL #548-007 3/4" PVC
FEMALE HOSE THREAD CAP WITH O-RING
4 1/2" SCH. 40 UVR PVC LATERAL LINES
INSTALLED ON FINISHED GRADE
5 RAIN BIRD VB-6RND.
6 PEA GRAVEL (3" THICK)
7 SUBGRADE
8 FINISH GRADE IN PLANTING AREAS
NOTE:
TEFLON TAPE ALL
CONNECTIONS
FLUSH CAP TO REMAIN IN
PLACE UNLESS FLUSHING
DRIP LATERAL LINES.
A HOSE SHALL BE ATTACHED
TO MHT MALE ADAPTER
WHENEVER FLUSHING OF
LINES IS PERFORMED TO
PREVENT EROSION OF SLOPE
MATERIALS.
4
2 DURA PRODUCTS MODEL #533-005 PVC 3/4"
MHT x 1/2" SPIGOT MALE ADAPTER
3 1/2" SCH. 40 UVR PVC SLIP COUPLING
13
DRIPLINE FLUSH VALVE
SCALE:N.T.S.VIEWK
TOP OF MULCH1
SUBTERRANEAN EMITTER BOX:
RAINBIRD SEB-7XB OR EQUAL
2
RAINBIRD AIR RELIEF VALVE KIT
OR EQUAL
3
3" MINIMUM DEPTH OF ¾"
WASHED GRAVEL
5
PVC HEADER - SEE TYPICAL DRIPLINE
SYSTEM DETAIL, THIS SHEET
6
FINISH GRADE4
1 2
4
5
6
3
PVC SCH 40 TEE SxSxT7
AIR RELIEF VALVE TO PVC HEADER
SCALE:N.T.S.VIEWL
CONTROLLER ASSEMBLY - ISA6 TOP ENTRY
SCALE:SECTION / ELEVATIONNTS
* NOTE ALL GROUNDING
REQUIREMENTS FOR CONTROLLER
ASSEMBLIES SHALL CONFORM TO
LOCAL ELECTRICAL CODES.
IMPERIAL ASSEMBLY WITH CONCRETE BASE IMPERIAL ASSEMBLIES 16" TOP ENTRY
SATELLITE ASSEMBLY NEMA 3R
RAINPROOF ENCLOSURE (UL LISTED)
1
CONTROLLER2
POWER SWITCH/GFI RECEPTACLE3
MASTER VALVE RELAY ASSEMBLY OR
PUMP START RELAY ASSEMBLY
(OPTIONAL)
4
TERMINAL BOARD5
REMOTE RECEIVER CONNECTOR6
1" PVC CONDUIT FOR 120 VAC FROM
METERED POWER SUPPLY
7
PVC CONDUIT FOR CONTROL WIRES,
SIZE AS REQUIRED
8
FILL VOIDS WITH 3/8" PEA GRAVEL9
1-1/4" PVC CONDUIT FOR FLOW SENSOR
CABLE PAIGE CABLE P - 7162 - D
10
POURED CONCRETE BASE11
12
FINISH SURFACE - REFER TO PRECISE
GRADING PLAN
12
COMPACTED SUB-GRADE PER
GEO-TECHNICAL SOILS REPORT
13
REMOTE 25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
IMPERIAL10748-001 ASS
W1W2J21 33720TB2TB1J31
12
J 4
1
12
J 1J 4
1
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48W1W2TB2TB1J21
12
J 3
1
12
FS(RED)
FS(BLK)
24 VAC
RS
RS
TW
TW
PUMP
MV(HOT)
MV COM
COM
COM
1
2
3
4
5
6
7
8
9
10
11
12
37
20J 1
J 41W3J 4112
TB313
14
15
16
17
18
19
20
21
22
23
24
BYPASS SLAVE
HOT
COM
IMPERIAL10T24-001 ASSK1F1TB4SW1
2'-0"
6"
MIN.12"38"16"
1
2 3
4
5
67
8
9
10
11
13
F
1
2" CLEAR2"2 3
4
5
6
7
8 910
11
12 13
14
15
16
17
REMOTE CONTROL VALVE
SCALE:N.T.S
CONTROL VALVE1
FINISH GRADE OF TURF2
FINISH GRADE OF SHRUB
AREA
3
3M DBY-6 DIRECT BURY
SPLICE KIT W/ SCOTCHLOK
SPRING CONNECTORS
4
PVC SCH 80 ELL5
PVC SCH 80 MAIL
ADAPTER (TWO
REQUIRED)
6
PVC SCH 80 NIPPLE7
CHRISTY VALVE
SEQUENCE TAG
8
MULCH BED9
PLASTIC RECTANGULAR
VALVE BOX WITH BOLT
DOWN COVER, USE
STAINLESS BOLT, NUT AND
WASHER. BOX TO BE
PLACED AT RIGHT ANGLE
TO HARDSCAPE EDGE.
HEAT BRAND "RCV" AND
CONTROL STATION #
ONTO LID
10
ONE CUBIC FT. CRUSHED
ROCK
11
P.V.C. MAINLINE12
P.V.C. SCH 80 TEE13
COMMON AND CONTROL
WIRES
14
24" MIN. EXPANSION LOOP15
SCH 80 UNION (SxS)16
FILTER FABRIC17
E 4"MIN.QUICKPAD FASTENING BRACKET (2)1
BRASS ELL 902
POLAR BEAR COVER (IF SPECIFIED)3
V.I.T. STRONGBOX SBBC SERIES
ENCLOSURE PER LEGEND & SPECS
4
BACKFLOW PREVENTER PER
LEGEND & SPECS
5
PRESSURE REGULATOR PER
IRRIGATION LEGEND (IF SPECIFIED)
7
FILL INSIDE BASE WITH PEA GRAVEL8
SCH 80 PVC TO MASTER VALVE9
SCH 80 FEMALE ADAPTER10
BRASS NIPPLE11
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
12
V.I.T. STRONGBOX QUICKPAD
- 3/16" MIN. THICKNESS
ALUMINUM POWDER COATED
PREFORMED PAD - MODEL
#QP-30BF
13
SCH 80 PVC TO METER14
BRASS NIPPLE LINE SIZE TYP. X 6"
LONG MIN.
6
NOTES:
1. INSTALLATION MUST CONFORM TO LOCAL CODES
2. CONTRACTOR MUST PROVIDE BACKFLOW
CERTIFICATION
3. LOCATE BACKFLOW IN PLANTER WHERE POSSIBLE
4. PROVIDE HASP W/ MASTER #2526 PADLOCK
2
3
4
5
6
7
91110113"18"1014
BALL VALVE15
15
12
16
1
8
13
V.I.T. STRONGBOX QUICKPAD
SUPPORT BASE - MODEL
#QP-30BF
16
FINISH GRADE17
17
REDUCE PRESSURE BACKFLOW PREVENTER
SCALE:N.T.S.VIEWG 4" CLR.MIN.2"CLRNOTE: DO NOT CUT ADDITIONAL HOLES IN
BOX.
TO FLOW SENSOR
MASTER VALVE TO FLOW SENSOR
SCALE:N.T.S.SECTION
1
2 3 4
5
6
7
8
9 7
10
11
12
MASTER CONTROL VALVE1
FINISH GRADE2
JUMBO PLASTIC VALVE BOX - W/ LOCKING
COVER BRANDED 'MV' ON COVER
3
'3m DBY-6' ELECTRICAL CONNECTORS4
PVC MALE ADAPTER - (2) REQ.5
PVC SCH. 80 - 45° ELL - (2) REQ.6
SCH 80 SUPPLY LINE SECTION7
1-1/2 CUBIC FT. CRUSHED ROCK8
COMMON & CONTROL WIRES BACK TO
CONTROLLER IN CONDUIT (LMD ONLY)
9
24" MIN. EXPANSION LOOP10
FILTER FABRIC11
CHRISTY ID TAG (ID-MAX-P-2-RC-006)12
H
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2IRRIGATION DETAILS
6
4.b
Packet Pg. 100 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
HUNTER MP CORNER PROS-12-PRS40-CV 2 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR
NOZZLE. T=TURQUOISE ADJ ARC 45-105 ON PRS40 BODY.
HUNTER MP1000 PROS-12-PRS40-CV 3 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360
ARC ON PRS40 BODY.
HUNTER MP2000 PROS-12-PRS40-CV 10 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
HUNTER MP3000 PROS-12-PRS40-CV 32 40 B/5
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTARY NOZZLE. B=BLUE ADJ ARC
90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40
BODY.
RAIN BIRD 1804-1400 FLOOD BUBBLER 1401 6 30 C/5
FLOOD BUBBLER 4.0" POPUP. INSTALL TWO (2) PER TREE FOR A
TOTAL OF 0.5 GPM PER TREE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 1 D/5
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 2
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP 2 K/6
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
RAIN BIRD ARV050 1 L/6
1/2" AIR RELIEF VALVE, MADE OF QUALITY RUST-PROOF
MATERIALS, WITH A 6.0" DRIP VALVE BOX (SEB 7XB EMITTER
BOX). USE WITH INSTALLATION BELOW SOIL. THE VALVE WILL
ALLOW AIR TO ESCAPE THE PIPELINE, THUS PREVENTING
WATER HAMMER OR BLOCKAGE.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 1,318 L.F. A/5
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESBR-PRS-D 7 E/6
1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR
RECLAIMED WATER APPLICATIONS. WITH SCRUBBER
MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE,
AND PRESSURE REGULATOR MODULE.
LASCO FITTINGS TUBV-SC 1 J/6
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 H/6
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YA 1-1/2"1 G/6
REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `C` 1 F/6
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET ___ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES.
CONTACT DARYL GREEN (949) 584 - 7311
FLOW SENSOR 1 I/6
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS
WATER METER 1" 1
PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,392 L.F. M/7
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 136.9 L.F. M/7
1"-1 1/2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 15.6 L.F.M/7
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
T
M OL
K G R
B Y A
1401
C
FS
E
W
IRRIGATION LEGEND
NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP
C1 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 8.24 27.4 45.18 58.03 0.20 in/h
C2 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 14.56 49.0 45.27 61.84 0.21 in/h
C3 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.20 55.7 44.85 64.77 0.23 in/h
C4 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.43 60.4 47.91 68.45 0.22 in/h
C5 RAIN BIRD PESBR-PRS-D 1" BUBBLER 1.50 65.1 32.02 43.74 0.89 in/h
C6 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 18.20 108.9 44.57 69.07 0.24 in/h
C7 RAIN BIRD PESBR-PRS-D 1" SHRUB ROTARY 14.38 114.7 46.47 66.59 0.23 in/h
C8 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.78 120.5 36.74 51.83 0.42 in/h
Common Wire 136.9
VALVE SCHEDULE
CRITICAL ANALYSIS
Generated:2020-06-24 13:31
P.O.C. NUMBER: 01
Water Source Information: PRESSURE NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:18.20 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1"
Length of Service Line:20.00 ft
Pressure Available:80.00 psi
DESIGN ANALYSIS
Maximum Station Flow:18.43 gpm
Flow Available at POC:18.20 gpm
Residual Flow Available: -0.24 gpm
Critical Station:C6
Design Pressure:40.00 psi
Friction Loss:1.74 psi
Fittings Loss:0.17 psi
Elevation Loss:0.00 psi
Loss through Valve:2.65 psi
Pressure Req. at Critical Station: 44.57 psi
Loss for Fittings:0.98 psi
Loss for Main Line:9.82 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:11.41 psi
Loss for Master Valve:0.45 psi
Loss for Water Meter:1.84 psi
Critical Station Pressure at POC: 69.07 psi
Pressure Available:80.00 psi
Residual Pressure Available: 10.93 psi
PIPE SLEEVING AND TRENCHING
SCALE:N.T.S.SECTION
SAND BACKFILL
SCH. 40 P.V.C. OR SCH
80, SEE NOTES
ABOVE, 2X LINE SIZE
CONTROL WIRES USE
SEPARATE P.V.C. SCH
40 SLEEVE UNDER ALL
PAVING 2 ½" MIN.
MAINLINE
MAIN LINE
CONTROL WIRES
TAPED AT 10'
INTERVALS BELOW
MAINLINE
MAIN LINE AND CONTROL WIRES IN
AVERAGE SOIL CONDITIONS
DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5 1/2" SIZE
A
18"
24"
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
24" 4"
LATERAL PIPES
DIMENSION
ALL HEADS (UNLESS
OTHERWISE SPEC'D)
A
12"
FINISH SURFACE
PAVING
SUBBASE
FINISH GRADE
FINISH GRADE
LATERAL LINE-
SEE SECTION
'B' FOR UNDER
PAVING
CONDITION.
SECTION C
SECTION A
SECTION B
NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN.
HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT
TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS
AND TO 90% COMPACTION IN PAVED AREAS.
'A' IS MEASURED
BELOW AGGREGATE
BASE OF PAVING
SECTION A SECTION B
SECTION C
B B
B
A
A
A
6" SIZE or GREATER 24"
SLEEVES UNDER ROADS / PAVING:
6" DIA OR LESS 36" COVER
GREATER THAN 6" 48" COVER
SCH 80 PVC
SLEEVES UNDER PAVING(NON-ROAD)
LESS THAN 3" DIA. 18" COVER
3" - 5 1/2"24" COVER
6" OR GREATER 36" COVER
SCH 40 PVC
WARNING TAPE -
SEE NOTE BELOW
12"M
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2IRRIGATION DETAILS, CALCS & NOTES
7
IRRIGATION NOTES:
MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN
SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE THE
DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS.
CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED
NUMBER OF WIRES UNDER PAVING.
LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL
BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS
OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER
SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED
FROM THE SITE AT THE SAID TIME OF REJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE
OWNER'S REPRESENTATIVE.
120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE
PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL
CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS
OTHERWISE SPECIFIED.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS,
STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED
AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING
AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN
SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS,
STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR
REPLACE ITEMS DAMAGED BY WORK. SHALL ALSO COORDINATE WORK WITH
OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES
AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT
MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS
OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT
PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ANY REVISIONS NECESSARY.
SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE
INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL
INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO
INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF
THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST
HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER
THE DETAIL. NO LOW HEAD DRAINAGE ALLOWED
CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS
AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT.
THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER
THE SPECIFICATIONS.
PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE
LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR
EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION
OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES.
THE CONTRACTOR SHALL PROTECT WORK FROM DAMAGE AND THEFT AND REPLACE
ALL DAMAGED OR STOLEN PARTS AT THEIR EXPENSE UNTIL THE WORK IS
ACCEPTED IN WRITING BY THE OWNER.
THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND
THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH
POINT OF CONNECTION.
THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS
EQUIPMENT, MATERIALS AND RUBBISH.
PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI
FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT.
IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL
ACCEPTANCE OF THE WORK.
MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF
CALIFORNIA AND LOCAL CODES.
DRIPLINE TUBING NOTES
1. THE PIPE TRANSITION POINT SHALL CONNECT TO A PVC PIPE
HEADER.
2. CONNECT DRIPLINE TUBING TO COMPRESSION TRANSITION
FITTING FROM POLYPIPE TO PVC.
3. POLYPIPE SHALL RUN IN STRAIGHT LINES AND END AT A PVC
EXHAUST HEADER.
4. DO NOT LOOP, WRAP OR COIL POLYPIPE IN PLANTING AREAS.
5. WHERE POLYPIPE NEEDS TO CONNECT TO POLYPIPE, USE
COMPRESSION TEE FITTINGS.
6. POLYPIPE SHALL BE BURIED A MIN. 2" BELOW GRADE SO TOP
OF GRADE IS ABOVE THE TOP OF THE PIPE.
7. USE DRIPLINE STAKES TO SECURE DRIPLINE IN TRENCHES.
8. FLUSH CAPS / VALVES SHALL BE PLACED AT THE LOW POINT
OF THE SYSTEM, PREFERABLY WHERE DRAINS ARE LOCATED
AND NOT ADJACENT TO THE BUILDING.
9. ONE AIR RELIEF VALVE SHALL BE INSTALLED PER DRIP VALVE
AT THE HIGH POINT OF THE SYSTEM
4.b
Packet Pg. 101 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
B/9
B/9
D/9
D/9
D/9
D/9
D/9
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
CERCIDIUM X `DESERT MUSEUM` / THORNLESS PALO VERDE 24" BOX LOW 1 A/9
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 2 A/9
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
LANTANA X `NEW GOLD` / NEW GOLD LANTANA 5 GAL LOW 17 C/9
MUHLENBERGIA CAPILLARIS / PINK MUHLY GRASS 5 GAL LOW 80 C/9
RHAMNUS CALIFORNICA `LITTLE SUR` / LITTLE SUR COFFEEBERRY 5 GAL LOW 43 C/9
SALVIA GREGGII / AUTUMN SAGE 5 GAL LOW 84 C/9
WESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARY 5 GAL LOW 30 C/9
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH 1 GAL LOW 36" o.c. 211 SF E/9
NATIVE WILDFLOWER / HYDROSEED MIX HYDROSEED 20,764 SF
REFER TO HYDROSEED MIX NOTE
ROSMARINUS OFFICINALIS `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 5 GAL LOW 24" o.c. 251 SF E/9
R
S
W
PLANT LEGEND
CHESTNUT AVEC
R
E
E
K
C
H
A
N
N
E
L
EXISTING SYCAMORE TREES
PROTECT IN PLACE
W
W
W
W
W
W
W
W
W
S
S
SS
S
S
RRR
R
RR
R
R
R
S
SS
S
S
S
S
S S
S S R R
S S S S S
S
S
S
S
S
S S S S
S S S
S
S
R
R R
R
R
R
R WWWWW
S S S S
R
R
SSS
S
S
SS
S
W W WR
S
S
S
S
RR
RR
R
R
R R R
S
S
S S
S
S S
S
S
S
S
S
R
R R
W W
WWWWW
W
R
R
R
R
R
S
S
S
S
S
S
S
SWWW
WW
S
S
S
S
R
R
S
S
S S
S S
S
S
RR
R
HYDROSEED MIX NOTE - LOW PROFILE WILDFLOWER MIX:
·CALENDULA OFFICINALIS(CALENDULA)
·DIANTHUS BARBATUS(SWEET WILLIAM, PINKS)
·DIMORPHOTHECA SINUATA(AFRICAN DAISY)
·ESCHSCHOLZIA CAESPITOSA(DWARF CALIFORNIA POPPY)
·ESCHSCHOLZIA CALIFORNICA(CALIFORNIA POPPY)
·GAZANIA SPLENDENS(GAZANIA)
·LASTHENIA CALIFORNICA (DWARF GOLDFIELDS)
·LAYIA PLATYGLOSSA (TIDY TIPS)
·LOBULARIA MARITIMA CARPET OF SNOW(SWEET ALYSSUM)
·LOTUS CORNICULATUS(BIRDS-FOOT TREFOIL)
·LUPINUS MICROCARPUS DENSIFLORUS(DENSE FLOWERED LUPINE)
·NEMOPHILIA MENZIESII(BABY BLUE EYES)
·PHACELIA CAMPANULARIA(CALIFORNIA BLUE BELL)
·SILENE ARMERIA(CATCHFLY)
S&S SEEDS
WEBSITE: http://www.ssseeds.com/
PHONE: 805 - 684 - 0436
APPLICATION SPECIFICATIONS:
MULCH: 2,000 POUNDS PER ACRE. ENVIRON-FIBER OR ECO FIBER PRODUCTS.
BINDER: ENVIRON-MEND BINDER 160 POUNDS PER ACRE. ADD SLOWLY TO TANK
TO AVOID CLUMPING.
PRE-PLANT FERTILIZER: STARTER FERTILIZER (15-15-15) AT 400 PONDS PER
ACRE. INCORPORATE ADDITIONAL ELEMENTS AS NEEDED BY SOIL TEST.
SEEDING RATE: 20 LBS PER ACRE.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
7/15/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'
N
PLANTING PLAN
8
NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 9
4.b
Packet Pg. 102 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
8'-0"ROOTBALLDEPTH2X ROOTBALL
DIAMETER
2
3
5
6
7
8
NOTES:
1. STAKE TREE PERPENDICULAR TO
DIRECTION OF PREVAILING WIND.
2. ALL TREES IN TURF TO RECEIVE 18" DIA.
OF MULCH AROUND TRUNKS.
3. ROOT BARRIER IS REQUIRED WHERE
TREE IS 5'-0" OR LESS FROM EDGE OF
HARDSCAPE. SEE ROOT BARRIER
DETAIL.
12"
1
9
4 2"MIN.TREE PLANTING - DOUBLE STAKE (24"-36" BOX)
SCALE:NTS SECTION
TREE (SEE PLANTING LEGEND)1
CINCH TIE BY V.I.T. PRODUCTS (800)
729-1314. USE CT24 FOR 5-15 GAL TREE,
CT32 FOR 24"-36" BOX TREE. PROVIDE (4)
TIES PER TREE AND ALLOW 2" MIN. TRUNK
CLEARANCE.
2
SET TOP OF ROOTBALL 1" ABOVE FINISH
GRADE. DO NOT MULCH ROOT CROWN
3
MULCH IN PLANTING AREA (SEE PLANTING
NOTES, THIS SHEET)
4
6" HIGH WATERING BERM5
FINISH GRADE6
(2) 2" DIAMETER x 10' LONG LODGE POLE
TREE STAKES - GREEN PRESERTATIVE
TREATED, USE 3" DIA. IN HIGH WIND
EXPOSURE AREAS
7
PLANTING BACKFILL (SEE SPECS)8
WHERE TREES ARE INSTALLED IN TURF USE:
TRIM GUARD TREE TRUNK PROTECTOR
#TG4 BY V.I.T. PRODUCTS (800) 729-1314
9
A ROOT BARRIER
SCALE:NTS PLAN VIEW / SECTION
CL
SEE NOTE5'-0"5'-0"1"24"NOTE:
ROOT BARRIER IS
REQUIRED WHERE TREE
IS 5'-0" OR LESS FROM
EDGE OF HARDSCAPE.
SECTION
PLAN
1
2
1
2
3
4
5
HARDSCAPE1
ROOT BARRIER
(SEE PLANTING NOTES)
2
TRENCH FOR ROOT
BARRIER ALONG EDGE
OF HARDSCAPE MAY BE
SAME AS IRRIGATION
TRENCH WHERE
APPLICABLE (BACKFILL
SAME AS ADJACENT
MATERIAL)
3
SET TOP OF ROOT
BARRIER 1" BELOW
FINISH GRADE
4
TREE PLANTING PER
PLANS AND DETAILS
5
B SHRUB ON LEVEL GRADE
SCALE:NTS SECTION
2X ROOTBALL
DIAMETERROOTBALLDEPTH 1
2
3
6
5
4
SET TOP OF ROOTBALL
1" ABOVE FINISH GRADE
1
MULCH IN PLANTING AREA
(SEE
PLANTING NOTES, THIS
SHEET)
2
3" HIGH WATERING BERM3
FINISH GRADE4
PLANTING BACKFILL
(SEE SPECS)
5
SLOPE PLANTING HOLE TO
CORNERS
6
C
SHRUB SPACING
SCALE:NTS PLAN VIEW
NOTE:
LOCATE PLANTS EQUALLY PER
TRIANGULAR SPACING UNLESS
SHOWN OTHERWISE ON PLANS1/2 THEDISTANCEOF O.C.SPACINGEQUALEQUALEQUALEDGE OF HARDSCAPE
D GROUNDCOVER PLANTING
SCALE:NTS PLAN VIEW / SECTION1/2 THEDISTANCEOF O.C. SPACINGEQUAL EQUALEQUALEDGE OF HARDSCAPE12" MN.1
2
3
4
MULCH IN PLANTING
AREA
(SEE PLANTING NOTES,
THIS SHEET) (SEE
SPECS -
PROVIDE 3" IN ALL
OTHER
AREAS BEYOND FLATS
AND
CUTTINGS)
1
FINISH GRADE2
PLANTING HOLE3
PLANTING BACKFILL
(SEE SPECS)
4
E
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
6/24/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2PLANTING DETAILS & NOTES
9
PLANTING NOTES:
PRE-PLANT WEED CONTROL:
1. IF LIVE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK, SPRAY WITH A NON-SELECTIVE
SYSTEMIC CONTACT HERBICIDE, AS RECOMMENDED AND APPLIED BY AN APPROVED LICENSED
LANDSCAPE PEST CONTROL ADVISOR AND APPLICATOR. LEAVE SPRAYED PLANTS INTACT FOR AT
LEAST FIFTEEN (15) DAYS TO ALLOW SYSTEMIC KILL.
2. CLEAR AND REMOVE THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT PARTS AT
LEAST 1/4" BELOW THE SURFACE OF THE SOIL OVER THE ENTIRE AREA TO BE PLANTED.
3. AFTER IRRIGATION SYSTEM IS OPERATIONAL, APPLY WATER FOR FIVE (5) TO TEN (10) DAYS AS NEEDED,
TO ACHIEVE WEED GERMINATION. APPLY CONTACT HERBICIDES AND WAIT AS NEEDED BEFORE
PLANTING. REPEAT, IF REQUIRED BY OWNER.
4. MAINTAIN SITE WEED FREE UNTIL FINAL ACCEPTANCE BY OWNER UTILIZING MECHANICAL AND CHEMICAL
TREATMENT.
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL STORM DRAIN, GAS, ELECTRICAL AND ALL OTHER UTILITY LINES IN
FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF
ANY CONFLICT WITH TREE LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL BE MADE
ACCORDINGLY.
2. SOIL AMENDMENTS SHALL BE USED FOR INCREASED SOIL PENETRATION AND PLANT HEALTH. SOIL
AMENDMENTS AND QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS ANALYSIS THROUGH
A QUALIFIED AGRICULTURAL LABORATORY. SEE SPECIFICATIONS, FOR GENERAL PURPOSE
SPECIFICATION. A MINIMUM OF 2 CUBIC YARDS OF SOIL AMENDMENT SHALL BE USED PER 1000 SQUARE
FEET OF PLANTER AREA. SUCH AMENDMENT SHALL BE TILLED TO A 6" DEPTH.
3. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED DIAGRAMMATIC. ALL APPLICABLE CITY
SPECIFICATIONS AND STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO PLANTING.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF ALL PLANT
MATERIALS ON-SITE UNTIL TURNOVER.
5. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND VINES SHALL BE REVIEWED BY THE
LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR
REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF DEEMED NECESSARY. ALL PLANT MATERIAL
SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT.
6. ALL VINES AND ESPALIERS SHALL BE REMOVED FROM THEIR NURSERY STAKES AND ATTACHED TO
ADJACENT WALLS AND FENCES WITH VINE TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE
ARCHITECT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT PLANT HEIGHTS ABOVE GRADE.
8. ALL SPECIMEN TREES ARE TO BE PRUNED AFTER PLANTING BY LANDSCAPE CONTRACTOR.
9. LANDSCAPE ARCHITECT SHALL OVERSEE ALL PRUNING OPERATIONS.
10. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA NURSERY ASSOCIATION WITH
REGARD TO SIZE AND CONDITION.
MULCH NOTE:
1. INSTALL AGUINAGA GREEN 'FOREST FLOOR' 0-2" OR APPROVED EQUAL IN ALL LANDSCAPE AREAS AND
ON SLOPES. INSTALL TO A 2" THICKNESS. CONTINUOUSLY MAINTAIN AND REPLACE AS NECESSARY
UNTIL ACCEPTANCE. PH: 1 (877) OC - MULCH
TREE PLANTING NOTES:
1. ALL TREES SHALL BE STAKED / GUYED PER APPROVED LANDSCAPE STANDARD DETAILS. SEE PLANTING
DETAIL SHEET.
2. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN FIELD PRIOR TO THE
INSTALLATION OF TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH
TREE LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL BE MADE ACCORDINGLY.
ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5'-0" OF HARDSCAPE AREAS (I.E., WALLS, SIDEWALKS, BUILDINGS, STRUCTURES,
ETC.) SHALL BE PLANTED WITH ROOT BARRIERS. BARRIER SHALL EXTEND A MINIMUM OF 5'-0" ON EACH SIDE
OF TRUNK. PROVIDE 18" DEEP ROOT BARRIER ADJACENT TO PAVING. PROVIDE 24" DEEP ROOT BARRIER
ADJACENT TO CURB. SEE PLANTING DETAIL SHEET FOR ROOT BARRIER DETAIL.
PLANT QUANTITIES:
CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND HAVE BEEN PROVIDED FOR REFERENCE
ONLY. CONTRACTOR SHALL PROVIDE HIS OWN QUANTITIES FOR BID PREPARATION. ANY DISCREPANCIES IN
PLANT QUANTITIES AND SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
PLANT INSTALLATION
1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY ON-SITE INSPECTION OR THROUGH
PHOTOGRAPHS FROM NURSERY PRIOR TO PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT BY
THE DISCRETION OF THE LANDSCAPE ARCHITECT.
2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON SITE IN THEIR CONTAINERS IN THE
LOCATION OF FINAL PLANTING PER THE APPROVED PLANTING PLAN.
3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS TO INSPECT THE FINAL LOCATIONS
FOR ALL PLANT MATERIAL .
WEED ABATEMENT (SLOPE AREAS ONLY)
WEED ABATEMENT SHALL BE PERFORMED FOR ALL GRADED SLOPES
SHOWN ON THE GRADING PLAN, PRIOR TO PLANTING.
1. WEED ABATEMENT MUST BE COMPLETED AT LEAST TWO WEEKS PRIOR TO PLANTING AND HYDROSEED
OPERATIONS.
2. THERE SHALL BE AT LEAST TWO (2) APPLICATIONS OF HERBICIDE.
3. THE SITE SHALL BE WATERED TO GERMINATE WEED SEEDS FOR TWO WEEKS PRIOR TO HERBICIDE
APPLICATION.
4. APPLY POST EMERGENT HERBICIDE AND LEAVE FOR A WEEK WITHOUT WATER AND REMOVE DEAD
PLANT MATERIAL PRIOR TO WATERING AGAIN FOR THE SECOND APPLICATION OF POST EMERGENT
HERBICIDE.
5. REPEAT WATERING FOR TWO WEEKS AND APPLYING POST EMERGENT TO GEMINATED WEED MATERIAL.
6. REMOVE DEAD PLANT MATERIAL PRIOR TO PLANTING AND HYDROSEED OPERATIONS BEGIN.
MAINTENANCE
1. ALL LANDSCAPE AND IRRIGATION SHALL BE MAINTAINED FOR A PERIOD OF 90 DAYS AFTER INITIAL
INSTALLATION, UNLESS OTHERWISE AGREED UPON IN WRITING.
2. MAINTENANCE SHALL NOT BE TURNED OVER IN PHASES, UNLESS OTHERWISE AGREED UPON IN
WRITING.
3. SEE MAINTENANCE SPECIFICATIONS SHEET FOR COMPLETE MAINTENANCE REQUIREMENTS, SCHEDULE
AND TURN OVER.
4.b
Packet Pg. 103 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02810
IRRIGATION
1.GENERAL
1.01 DESCRIPTION
A.Scope of work: Provide all labor, materials, transportation, and services necessary to furnish and
install irrigation systems as shown on the drawings and described herein.
B.Related work in other Sections:
1.Landscape Fine Grading Section [02260]
2.Landscape Planting Section [02800]
3. Landscape Maintenance [02840]
4.Site and Street Furnishings [02945]
1.02 QUALITY ASSURANCE AND REQUIREMENTS
A.Permits and fees: The Contractor shall obtain and pay for any and all permits and all inspections as
required.
B.Manufacturer's directions: Manufacturer's directions and detailed drawings shall be followed in all
cases where the manufacturers of articles used in this contract furnish directions covering points not
shown in the drawings and specifications.
C. Ordinances and regulations: All local, municipal and state laws, rules and regulations governing or
relating to any portion of this work are hereby incorporated into and made a part of these
specifications, and their provisions shall be carried out by the Contractor. Anything contained in
these specifications shall not be construed to conflict with any of the above rules and regulations or
requirements of the same. However, when these specifications and drawings call for or describe
materials, workmanship, or construction of a better quality, higher standard, or larger size than is
required by the above rules and regulations, the provisions of these specifications and drawings
shall take precedence.
D.Explanation of drawings:
1. Due to the scale of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which
may be required. The Contractor shall carefully investigate the structural and finished
conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as
may be required to meet such conditions. Drawings are generally diagrammatic and indicative
of the work to be installed in such a manner as to avoid conflicts between irrigation system,
planting and architectural features.
2. The word, "Architect" as used herein shall refer to the Owner's authorized representative.
3.All work called for on the drawings by notes or details shall be furnished and installed whether
or not specifically mentioned in the specifications.
4.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such obstructions or differences
should be brought to the attention of the Owner's authorized representative. In the event this
notification is not performed, the irrigation Contractor shall assume full responsibility for any
revision necessary.
1.03 SUBMITTALS
A. Materials list:
1.The Contractor shall furnish the articles, equipment, materials or processes specified by name in
the drawings and specifications. No substitution will be allowed without prior written approval
by the Architect.
2. A complete material list shall be submitted prior to performing any work. The material list shall
include the manufacturer, model number and description of all materials and equipment to be
used.
3.Equipment or materials installed or furnished without prior approval by the Architect may be
rejected and the Contractor required to remove such materials at his own expense.
4. The approval of any item, alternate or substitute indicates only that the product or products
apparently meet the requirements of the drawings and specifications on the basis of the
information or samples submitted.
5.The manufacturer's warranties shall not relieve the Contractor of his liability under the
guarantee. Such warranties shall only supplement the guarantee.
B.Record and as-built drawings as required by Owner:
1.The Contractor shall provide and keep up-to-date a complete as-built record set of blueline
ozalid prints which shall be corrected daily and show every change from the original drawings
and specifications and the exact as-built locations, sizes and kinds of equipment. Prints for this
purpose may be obtained from the Architect at cost. This set of drawings shall be kept on the
site and shall be used only as a record set.
2. These drawings shall also serve as work progress sheets and shall be the basis for
measurement and payment for work completed. These drawings shall be available at all times
for inspection and shall be kept in a location designated by the Architect. Should the record set,
blue line or as-built progress sheets not be available for review or up-to-date at the time of any
inspection (refer to section 3.10 - Inspection Schedule), it will be assumed no work has been
completed and the Contractor will be assessed the cost of that site visit at the current billing rate
of the Architect. No other inspection shall take place prior to payment of that assessment.
3.The Contractor shall make neat and legible notations on the as-built progress sheet daily as the
work proceeds, showing the work as actually installed. For example, should a piece of
equipment be installed in a location that does not match the plan, the Contractor must indicate
that the equipment has been relocated in a graphic manner so as to match the original symbols
as indicated in the irrigation legend. The relocated equipment and dimensions will then be
transferred to the original as-built plan at the proper time.
4.Before the date of the final inspection the Contractor shall transfer all information from the
as-built prints to a sepia mylar or similar mylar material procured from the Architect. All work
shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for
use on mylar material. Such pen shall be similar to those manufactured by Rapidograph,
Kueffel & Esser or Faber Castell. The dimensions shall be made so as to be easily readable
even on the final controller chart (see section C). The original mylar as-built plan shall be
submitted to the Architect for approval prior to the making of the controller chart.
5.The Contractor shall dimension from two (2) permanent points of reference, building corners,
sidewalk or road intersections etc. the location of the following items:
a.Connection to existing water lines.
b.Connection to existing electrical power.
c.Gate valves.
d.Routing of sprinkler pressure lines (dimension max. 100' along routing).
e.Sprinkler control valves.
f. Routing of control wiring.
g.Quick coupling valves.
h.Other related equipment as directed by the Architect.
6. On or before the date of the final inspection the Contractor shall deliver the corrected and
completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the
responsibility of furnishing required information that may be omitted from the prints.
C. Controller charts:
1.As-built drawings shall be approved by the Architect before controller charts are prepared.
2.Provide one controller chart for each controller supplied.
3.The chart shall show the area controlled by the automatic controller and shall be the maximum
size which the controller door will allow.
4.The chart is to be a reduced drawing of the actual as-built sytem. However, in the event the
controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size
that will remain legible when reduced.
5.The chart shall be a blackline or blueline ozalid print and a different color shall be used to
indicate the area of coverage for each station.
6. When completed and approved, the chart shall be hermetically sealed between two pieces of
plastic, each piece being a minimum of 10 mils.
7.These charts shall be completed and approved prior to final inspection of the irrigation system.
D. Operation and maintenance manuals:
1.Prepare and deliver to the Architect within ten calendar days prior to completion of construction,
two hard cover binders with three rings containing the following information:
a.Index sheet stating Contractor's address and telephone number, list of equipment with
name and address of local manufacturer's representative.
b. Catalog and parts sheet on every material and equipment installed under this contract.
c.Guarantee statement.
d.Complete operating and maintenance instruction on all major equipment.
2.In addition to the above mentioned maintenance manuals, provide the Owner's maintenance
personnel with instructions for major equipment and show evidence in writing to the Architect at
the conclusion of the project that this service has been rendered.
Equipment to be furnished:
the conclusion of the project that this service has been rendered.
E.Equipment to be furnished:
1.Supply as a part of this contract the following tools:
a.Two (2) sets of special tools required for removing, disassembling and adjusting each type
of sprinkler and valve supplied on this project.
b.Two (2) five foot valve keys for operation of gate valves.
c.Two (2) keys for each automatic controller.
d.One (1) quick coupler key and matching hose swivel for every five (5) orr fraction thereof of
each type of quick coupling valve installed.
2.The above mentioned equipment shall be turned over to the Owner at the conclusion of the
project. Before final inspection can occur, evidence that the Owner has received material must
be shown to the Architect.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading
, unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle
which allows the length of the pipe to lie flat so as not to subject it to undue bending or concentrated
external load at any point. Any section of pipe that has been dented or damaged will be discarded
and, if installed, shall be replaced with new piping.
1.05 SUBSTITUTIONS
A.If the irrigation contractor wishes to substitute any equipment or materials for the equipment or
materials listed on the irrigation drawings and specifications, he may do so by providing the
following information to the Owner's authorized representative for approval:
1. Provide a statement indicating the reasons for making the substitution. Use a seperate sheet of
paper for each item to be substituted.
2. Provide descriptive catalog literature, performance charts and flow charts for each item to be
substituted.
3.Provide the amount of cost savings if the substituted item is approved.
B.The Owner's authorized representative shall have the sole responsibility in accepting or rejecting
any substituted item as an approved equal to the equipment and materials listed on the irrigation
drawings and specifications.
1.06 GUARANTEE
A.The guarantee for the sprinkler irrigation system shall be made in accordance with the attached
form. The general conditions and supplementary conditions of the specifications shall be filed with
the Owner or his representative prior to acceptance of the irrigation system.
B.A copy of the guarantee form shall be re-typed onto the Contractor's letterhead and contain the
following information:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free
from defects in materials and workmanship, and the work has been completed in accordance with
the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted.
We agree to repair or replace any defects in material or workmanship which may develop during the
period of one year from date of acceptance and also to repair or replace any damage resulting from
the repairing or replacing of such defects at no additional cost to the Owner. We shall make such
repairs or replacements within a reasonable time, as determined by the Owner, after receipt of
written notice. In the event of our failure to make such repairs or replacements within a reasonable
time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said
repairs or replacements made at our expense and we will pay the costs and charges therefore upon
demand.
PROJECT: _____________________________________
LOCATION: ___________________________________
_______________________________________________
SIGNED: ______________________________________
ADDRESS:.___________________________________
_______________________________________________
PHONE: _______________________________________
DATE OF ACCEPTANCE: ________________________
2.PRODUCTS
2.01 MATERIALS
A.General: Use only new materials of brands and types noted on drawings, specified herein or
approved equals.
B.PVC pressure mainline pipe and fittings:
1. Pressure mainline piping for sizes 2" and larger shall be PVC Class 315.
2.Pipe shall be made from NSF approved Type I, Grade I, PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements as set forth in Federal Specification
PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe).
3.Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent
welded joints.
4.Pipe shall be made from NSF approved Type I, Grade I Pvc compound conforming to ASTM
resin specification 1785. All pipe must meet requirements as set forth in Federal Specification
PS-21-70.
5.PVC solvent-weld fittings shall be schedule 40, 1-20, II-I NSF approved conforming to ASTM
test procedure D2466.
6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and
installation methods prescribed by the manufacturer.
7.All PVC pipe must bear the following markings:
a.Manufacturer's name
b. Nominal pipe size
c.Schedule or class
d.Pressure rating in P.S.I.
e.NSF (National Sanitation Foundation) approval
f. Date of extrusion
8.All fittings shall bear the manufacturer's name or trademark, material designation, size,
applicable I.P.S. schedule and NSF seal of approval.
C. PVC non-pressure lateral line piping:
1.Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints.
2.Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements set forth in Federal Specification
PS-22-70 with an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 and 2 of section 2.01B, all requirements for non-pressure
lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and
fittings as set forth in section 2.01B of these specifications.
D.Brass pipe and fittings:
1.Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification #WW-P-351.
E.Galvanized pipe fittings:
1.Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel
screwed pipe.
2.Fittings shall be medium galvanized, screwed, beaded, malleable iron. Galvanized couplings
may be merchant coupling.
3.All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of
Koppes #50 bitumastic.
F.Gate valves:
1.Gate valves 3" and smaller shall be 125lb. SWP bronze gate valve with screw-in bonnet,
non-rising stem and solid wedge disc.
2.Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze
handwheel.
3.Gate valves 3" and smaller shall be similar to those manufactured by NIBCO or approved equal.
4. All gate valves shall be installed per installation detail.
G. Quick coupling valves: Quick coupling valves shall have a brass two-piece body designed for
working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on
plans.
H.Backflow prevention units:
1.Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install
backflow prevention units in accordance with irrigation construction details.
2.Wye strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh
monel screen and shall be similar to Bailey #100B or approved equal.
Check valves:
monel screen and shall be similar to Bailey #100B or approved equal.
I.Check valves:
1.Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with
replaceable composition, neoprene or rubber disc and shall meet or exceed Federal
Specification WW-V-51D, Class A, Type IV.
2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and
outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field
adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the
Valcon "ADV" or approved equal.
J.Control wiring:
1.Connections between the automatic controllers and the electric control valves shall be made
with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for
each automatic controller. Common wires shall be white with a different color stripe for each
automatic controller. Install in accordance with valve manufacturer's specifications and wire
chart. In no case shall wire size be less than #14.
2. Wiring shall occupy the same trench and shall be installed along the same route as pressure
supply or lateral lines wherever possible.
3.Where more than one (1) wire is placed in a trench, the wiring shall be taped together at
intervals of ten (10) feet.
4.An expansion curl shall be provided within three (3) feet of each wire connection. Expansion
curl shall be of a sufficient length at each splice connection at each electrical control, so that in
case of repair, the valve bonnet may be brought to the surface without disconnecting the control
wires. Control wires shall be laid loosely in trench without stress or stretching of control wire
conductors.
5.All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rain Bird Snap-Tite
wire connector or approved equal. Use one splice per connector sealing pack.
6. Field splices between the automatic controller and electrical control valve will not be allowed
without prior approval of the Architect.
K. Automatic controllers:
1.Automatic controllers shall be of size and type shown on the plans.
2. Final location of automatic controllers shall be approved by the Owner's authorized
representative.
3. Unless other wise noted on the plans, the 120 volt electrical power to the automatic controller
location to be furnished by others. The final electrical hook-up shall be the responsibility of the
irrigation Contractor.
L.Electrical Control Valves:
1. All electric control valves shall be as shown on plans.
2.All electric control valves shall have a manual flow adjustment.
3.Provide and install one control box for each electrical control valve.
M.Control valve boxes:
1.Use 10" x 10-1/4" round box for all gate valves, Carson Industries #910-12B with green bolt-
down cover or approved equal. Extension sleeve shall be PVC -6" minimum size.
2.Use 9 -1/2" x 16" x 11" rectangular box for all electrical control valves, Carson Industries
1419-12B with green bolt-down cover or approved equal.
N.Sprinkler Heads:
1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation
with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or
specified in these special provisions.
2.Spray heads shall have a screw adjustment.
3.Riser units shall be fabricated in accordance with the details shown on the plans.
4.Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler
body.
5.All sprinkler heads of the same type shall be of the same manufacturer.
3.EXECUTION
3.01 INSPECTION
A.Site Conditions:
1.All scaled dimensions are approximate. The Contractor shall check and verify all size
dimensions and receive Architect's approval prior to proceeding with work under this section.
2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be
responsible for damages to utilities which are caused by his operations or neglect. Check
existing utilities drawings for existing utility locations.
3.Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO
interference with utilities or other construction or difficulty in planting trees, shrubs, and
groundcovers.
4.The Contractor shall carefully check all grades to satisfy himself that he may safely proceed
before starting work on the sprinkler irrigation system.
3.02 PREPARATION
A. Physical layout:
1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location
of sprinkler heads.
2.All layout shall be approved by Architect prior to installation.
3.Water Supply:
4.Sprinkler irrigation system shall be connected to water supply points of connection as indicated
on the drawings.
5.Connections shall be made at approximate locations as shown on the drawings. Contractor is
responsible for minor changes caused by actual site conditions.
B.Electrical Supply:
1.Electrical connections for automatic controller shall be made to electrical points of connection as
indicated on the drawings.
2.Connections shall be made at approximate locations as shown on drawings. Contractor is
responsible for minor changes caused by actual site conditions.
3.03 INSTALLATION
A. Trenching:
1.Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even
grade. Trenching excavation shall follow layout indicated on drawings and as noted.
2.Provide for a minimum of eighteen (18) inches cover for all pressure supply lines up to 2 1/2"
size.
3. Provide for a minimum of 36" cover for all pressure supply lines 3" and larger.
4.Provide for a minimum cover of twelve (12) inches for all lateral lines.
5.Provide for a minimum cover of eighteen (18) inches for all control wiring.
B.Backfilling:
1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be
carefully backfilled with the excavated materials approved for backfilling, consisting of earth,
loam, sandy clay, sand or other approved materials, free from large clods of earth or stones.
Backfill shall be mechanically compacted landscaped areas to a dry density equal to adjacent
undisturbed oil in planting areas. Backfill will conform to adjacent grades without dips, sunken
areas or other surface irregularities.
2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than
one-half (1/2") inch in size will be permitted in the initial backfill.
3.Flooding of trenches will be permitted only with approval of the Architect.
4.If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or
planting, or other construction are necessary, the Contractor shall make all required adjustments
without cost to the Owner.
C. Trenching and backfill under paving:
1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed
shall be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above
the pipe) and compacted in layers to 95% compaction using manual or mechanical tamping
devices. Trenches for piping shall be compacted to equal the compaction of the existing,
adjacent, undisturbed soil and shall be left in a firm, unyielding condition. All trenches shall be
left flush with the adjoining grade. The sprinkler irrigation Contractor shall set the place, cap and
pressure test all piping under paving prior to the paving work.
2.Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but, where
any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced
by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or
concrete shall be obtained from the Architect. No hydraulic driving will be permitted under
concrete paving.
3.Provide for a minimum cover of eighteen (18) inches between the top of the pipe and the bottom
of the aggregate base for all pressure and non-pressure piping installed under asphaltic
concrete paving.
Assemblies:
D. Assemblies:
1.Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines
(and various assemblies) in such a manner as to conform with the details per plans.
2.Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet.
3.Install all assemblies specified herein in accordance with respective detail. In the absence of
detail drawings or specifications pertaining to specific items required to complete work, perform
such work in accordance with best standard practice with prior approval of the Architect.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation.
Installation and solvent welding methods shall be as recommended by the pipe and fitting
manufacturer.
5.On PVC to metal connections the Contractor shall work the metal connections first. Teflon tape
or approved equal shall be used on all threaded PVC to PVC and on all threaded PVC to metal
joints. Light wrench pressure is all that is required. Where threaded PVC connections are
required, use threaded PVC adaptors into which the pipe may be welded.
E.Line clearance: All lines shall have a minimum clearance of six (6) inches from each other and from
lines of other trades. Parallel lines shall not be installed directly over one another.
F. Automatic controller: Install in stainless steel enclosure.
G. High voltage wiring for automatic controllers:
1. 120 volt power connection to the automatic controller shall be provided by the irrigation
Contractor.
2.All electrical work shall conform to local codes, ordinances and union authorities having
jurisdiction.
H. Remote control valves: Install where shown on drawings and details. When grouped together,
allow at least twelve (12") inches between valves. Install each remote control valve in a seperate
valve box. Each valve number shall be stenciled on valve box top with exterior paint.
I.Flushing of system:
1.After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion
work has been completed, and prior to installation of sprinkler heads, the control valves shall be
opened and full head of water used to flush out the system.
2.Sprinkler heads shall be installed only after flushing of the system has been accomplished to the
complete satisfaction of the Architect.
J.Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this
work shall be equivalent in all respects to those itemized.
1.Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall
the spacing exceed the maximum recommended by the manufacturer.
3.04 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep
the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not
relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified.
3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees the Contractor shall use
all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and
larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly
in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots
smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed,
making complete, clean cuts. Roots one (1) inch and larger in diameter shall be painted with two coats
of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty four (24) hours; where
this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or
canvas.
3.06 FIELD QUALITY CONTROL
A.Adjustment of the system:
1.The Contractor shall flush and adjust all sprinkler heads for optimum performance and to
prevent overspray onto walks, roadways and buildings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will provide proper and more
adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments
may also include changes in nozzle sizes and degrees of arc as required.
3.Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days
after notification by the Owner.
4.All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on
the plans.
B.Testing of irrigation system:
1.The contractor shall request the presence of the Architect in writing at least 48 hours in advance
of testing.
2.Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove
watertight. Note: Testing of pressure mainlines shall occur prior to installation of electric
control valves.
3.All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per
square inch and proved watertight prior to paving.
4.Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and
repeat test until entire system is proven watertight.
5.All hydrostatic tests shall be made only in the presence of the Architect or another duly
authorized representative of the Owner. No pipe shall be backfilled until it has been inspected,
tested and approved in writing.
6.Furnish necessary force pump and all other equipment.
7.When the sprinkler irrigation system is completed perform a coverage test in the presence of the
Architect to determine if the water coverage for planting areas is complete and adequate.
Furnish all materials and perform all work required to correct any inadequacies of coverage -
without bringing this to the attention of the Architect - due to deviation from plans or where the
system has been willfully installed as indicated on the drawings when it is obviously inadequate.
This test shall be accomplished before any ground cover is planted.
8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet
site requirements.
3.07 MAINTENANCE The entire sprinkler irrigation system shall be under full automatic operation for a period
of seven (7) days prior to any planting. The Architect reserves the right to waive or shorten the
operation period.
3.08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall
be removed from the site, all walks and paving shall be broomed or washed down, and any damage
sustained on the work of others shall be repaired to original conditions.
3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE
A.The Contractor shall operate each system in its entirety for the Architect at time of final observation.
Any items deemed not acceptable by the Architect shall be reworked to the complete satisfaction of
the Architect.
B.The Contractor shall show evidence to the Architect that the Owner has received all accessories,
charts, record drawings and equipment as required before final inspection can occur.
3.10 OBSERVATION SCHEDULE
A.Contractor shall be responsible for notifying the Architect in advance for the following observation
meetings, according to the time indicated:
1.Pre-job conference - 7 days.
2. Pressure supply line installation and testing - 48 hours.
3. Automatic controller installation - 48 hours.
4.Control wire installation - 48 hours.
5.Lateral line & sprinkler installation - 48 hours.
6. Coverage test - 48 hours.
7. Final inspection - 7 days.
B.When observations have been conducted by other than the Architect, show evidence in writing of
when and by whom these observations were made.
C. No site observations will commence without as-built drawings. In the event the Contractor calls for a
site visit without as-built drawings, without completing previously noted corrections or without
preparing the system for said visit, he shall be responsible for reimbursing the Architect at his
current billing rates per hour portal (plus transportation costs) for inconvenience. No further site
visits will be scheduled until this charge has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
6/24/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
10
4.b
Packet Pg. 104 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02800
LANDSCAPE PLANTING
1.GENERAL
1.01 GENERAL The requirements of the "General Conditions of the Contract" and of Division 1, "General
Requirements", shall apply to all work of this Section with the same force and effect as though repeated
in full herein.
1.02 SCOPE OF WORK
A. Work Included:
1. Providing and preparing soil and soil mixes.
2. Planting, including, trees, shrubs and sodded lawns.
3.Staking.
4. Tree Preservation.
B. Related Work Described Elsewhere:
1.Irrigation System Section [02810].
2. Landscape Finish Grading Section [02260].
3. Landscape Maintenance Section [02840].
1.03 QUALITY ASSURANCE
A.Source Quality Control:
1.Submit documentation to Landscape Architect at least forty-five (45) days after award of
Contract that all plant material is available. Contractor shall be responsible for all material listed
on plant list. Any and all substitutions due to availability must be requested in writing prior to
confirmation of ordering. All materials shall be subject to inspection by Landscape Architect at
any time after confirmation of ordering.
2.Plants shall be subject to inspection and approval of Landscape Architect at place of growth or
upon delivery for conformity to specifications, Such approval shall not impair the right of
inspection and rejection during progress of the work. Submit written request for inspection of
plant material at place of growth to Landscape Architect. Written request shall state the place of
growth and quantity of plants to be inspected. Landscape Architect reserves the right to refuse
inspection at this time if, in his judgment, a sufficient quantity of plants is not available for
inspection.
3. The Contractor shall submit specifications of any item being used on site upon the request of
the Landscape Architect.
B.Standards:
1.Provide plants and planting material meeting or exceeding specifications of Federal, State and
County laws requiring inspection for plant disease and insect control.
2.Provide quality and size conforming to current edition of "Horticultural Standards" for number
one nursery stock as adopted by the American Association of Nurserymen.
3.Provide plants which are true to name. Tag one of each bundle of lot with the name and size of
plants in accordance with the standards of practice of the American Association of Nurserymen.
4. In all cases, botanical names shall take precedence over common names.
C. Workmanship: Perform work in accordance with the best standards of practice for landscape work
and under the continual supervision of competent foreman capable of interpreting the drawings and
specifications.
D.Quantities and types: Plant materials shall be furnished in the quantities and / or spacing as shown
or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized and / or
described in the "List of Plant Materials," all as indicated on the drawings.
E.Verification of dimensions and quantities: All scaled dimensions are approximate. Before
proceeding with any work, carefully check and verify all dimensions and quantities and immediately
inform the Landscape Architect of any discrepancy between the drawings and/or specifications and
actual conditions. No work shall be done in any area where there is any such discrepancy until
approval for same has been given by the Landscape Architect.
F.Agricultural Soils Testing:
1.An analysis of existing on-site soil, import top soil, and light weight planter soil is required prior
to beginning planting work and purchasing the same products or materials.
2. The testing laboratory shall be Wallace Laboratories Inc. 365 Coral Circle, El
Segundo, CA 90245, 310•615•0116. Tests shall be paid for by the Owner. The quantity and
location of on-site soil samples to be tested shall be determined by the Landscape Architect
after rough grading operations are complete.
3.The quantity and location of on site soil samples to be tested shall be determined by the
Landscape Architect. Provide
1.04 JOB CONDITIONS
A.Perform actual planting only when weather and soil conditions are suitable in accordance with
locally accepted practice.
1.05 SUBMITTALS
A. Product data:
1.Materials list of items proposed to be provided under this Section.
2. Complete data demonstrating compliance with the specified requirements. This shall not in any
way be construed as permitting substitutions.
3.Submit samples of each of the materials listed in Part 2 - ‘Products' as determined by the
Landscape Architect.
B.Certification: Provide a certificate with each delivery of bulk material, stating the source, quantity,
and type of material and stating that the material conforms with the specified requirements.
1.For bulk delivered organic fertilizer, also show on the certificate of volume, net weight and
percentages of nitrogen and phosphorus and potassium.
2.For other fertilizers and soil conditions in containers, show on the certificate the total quantities
by weight and volume for each material.
1.06 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery:
1.Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed
chemical analysis, name, trademark, and conformance to State Law.
2.The Contractor shall furnish Landscape Architect with copies of receipts for all amendments
specified in Section 2.01 Materials or amended by the required Soils Report specified in Section
1.03 F.
Deliver all plants with legible identification labels.
a.Label trees, evergreens, bundles or containers of like shrubs, or groundcover plants.
b.State correct plant name and size indicated on plant list.
c.Use durable waterproof labels with water-resistant ink which will remain legible for at least
60 days.
d.Immediately remove from the job site all plants which are not true to name, and all materials
which do not comply with the specified requirements.
4.Protect plant material during delivery to prevent damage to root ball or desiccation of leaves.
5.The Contractor shall notify the Landscape Architect seven (7) days in advance of delivery of all
plant materials and shall submit an itemized list of the plant in each delivery.
B.Storage:
1.Store plant material in shade and protect from weather.
2.Maintain and protect plant material not to be planted within four (4) hours in a healthy, vigorous
condition.
C. Handling: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of
plant materials. Plant materials that have been damaged in any way will be discarded and, if
installed, shall be replaced with undamaged materials.
1.07 SAMPLES AND TESTS: Landscape Architect reserves the right to take and analyze samples of
materials for conformity to specifications at any time. Contractor shall furnish samples upon request by
Landscape Architect. Rejected materials shall be immediately removed from the site at Contractor's
expense. Cost of testing of materials not meeting specifications shall be paid for by Contractor.
1.08 GUARANTEE AND REPLACEMENT: Submit a written guarantee in approved form in compliance with
the related requirements of General Conditions guaranteeing the work of this section against any
defective materials and workmanship in compliance with the following terms, agreeing to replace any
defective materials and/or workmanship at no additional cost to the owner.
A.Trees and Palm Trees shall be guaranteed for a period of one year and shrubs, vines and ground
cover for a period of six months after final approval and acceptance of the project.
B. Any plant material which dies or which is not healthy or vigorous when it has received normal care
and maintenance shall be replaced within or at the end of the guarantee period and as specified in
the Landscape Maintenance Specifications.
C. Any trees or other plant materials that die-back and lose the form and size as originally specified,
shall be replaced even though they have taken root and are growing after the die-back.
D.The Contractor, when notified by the Landscape Architect, shall remove and replace all guaranteed
plant materials which for any reason fail to meet the requirements of the guarantee. Replacement
of material and plants shall be made to same specifications as required for original planting. All
replacements shall be guaranteed as specified for original materials from the actual date of the
planting of replacement material.
1.09 EXISTING TREES ‘TO BE PROTECTED IN PLACE'
A.When the site is ready for clearing, existing trees designated as ‘to remain' shall be protected form
land clearing equipment and construction work. Barricades shall be erected around the tree to
protect the entire dripline (an imaginary perpendicular line that extends downward from the
outer-most tip of the tree branches to the ground) of the tree.
B.The area around the tree protected by the barricade is there to keep heavy equipment off the tree
roots which can compact soil, damage roosts or scar the trunk. Grading away or in any way
damaging roots or adding fill (4 to 6 inches) can kill most trees.
C. The barricade should stand as a signal against certain practices: No storage of equipment inside
the barricade. No dumping of petroleum products, herbicides of other chemicals inside the
barricade. No burial of debris within 100 feet of barricades No fires within 100 yards of
barricades. The area underneath the valuable trees and inside the barricades should be cleared or
worked with hand tools.
D. All underground power, water, telephone lines, etc., should be outside the tree's dripline whenever
possible. Consulting an arborist about placement of trenches is vital.
E.Don't allow trees to stand in water. Submersion of the roots can kill trees.
F.If during the construction period any part of the tree becomes damaged, an arborist shall be retained
at the contractor's expense to examine, recommend and direct any necessary remedial measures to
save the tree.
G. If damage is due to negligent or careless construction practices and activities the contractor shall
replace the tree(s) with a healthy tree of like kind and size at the contractors expense.
1.10 ROOT BARRIER REQUIREMENT
A.All trees adjacent to paving, curbs, or bands (except for trees in tree grates) shall be installed with
linear root barriers. Root barrier products for trees adjacent to buildings, driveways, sidewalks, curbs,
gutters, and paving governed by or under the jurisdiction of the City, shall be that specified and
approved by the City and shall be installed in accordance with the City's standards and the
manufacturers specifications, recommendations, and details. See planting notes and details for
installation
1.11 TREE PLACEMENT AND LOCATION REQUIREMENTS
A. Trees shall be located not less than:
1.Twenty (20) feet back of beginning of curb returns at any street intersection.
2.Twenty (20) feet from lamp standards and power poles.
3.Ten (10) feet from fire hydrants.
4.Five (5) feet from service walks and driveways.
5.Five (5) feet from water meters.
2.PRODUCTS
2.01 Materials
A.The following organic, soil amendments and fertilizers are to be used for bid price basis only.
Specified amendments and fertilizer specifications will be made after rough grading operations are
complete and soil samples are tested by the Owner, see Section 1.03F.
B.All materials shall be of standard, approved and first-grade quality and shall be in prime condition
when installed and accepted. Any commercially processed or packaged material shall be delivered
to the site in the original unopened container bearing the manufacturer's guaranteed analysis.
Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by
analytical data from an approved laboratory source illustrating compliance or bearing the
manufacturer's guaranteed analysis:
C.Organic Amendment: Earthworks Soil Amendments, Inc. ‘Planting Mix', 310•802•8842
1.Planting Mix EarthWorks Planting Mix is pre-moistened blend of carefully selected organic
compost, aged forest products, premium peat moss, pumice and chicken manure which is
formulated for all landscape planting applications.
D.Soil Amendment:
1.Soil Sulfur: Agricultural grade sulfur containing a minimum of 99% sulfur (expressed as
elemental).
2.Iron Sulfate: 20% Iron (expressed as metallic iron), derived from ferric and ferrous sulphate,
10% sulfur (expressed as elemental).
3.Calcium Carbonate: 95% lime as derived from oyster shells.
4.Gypsum: Agricultural grade product containing 98% minimum calcium sulphate.
5.Amendment: Establish ‘by Earthworks Soil Amendment Inc., 310•802•8842. Earthworks
Establish is designated to be used as a pre-plant soil amendment and contains both soluble and
insoluble nutrients for immediate and long term fertilization as follows: Analysis: 1-1.3-6.3
1% Total Nitrogen 1.3% Available Phosphoric Acid 6.3% Soluble Potash 16% Calcium
1.5% Sulfur .75% Iron .06% Manganese Derived from: Rock Phosphate, composted
chicken manure, sulfate of potash, gypsum, worm castings and dairy manure compost.
E. Fertilizer:
1.Planting Fertilizer: Granular form fertilizer consiting of the following percents by weight by
Earthworks 7% nitrogen 1% phosphoric acid 7% potash
2.Gro-Power Planter Pot Fertilizer: Shall be Gro-Powers' controlled release fertilizer and soil
conditioner or equal in the following percents by weight. 12% nitrogen 8% phosphoric acid
8% potash 25% humus 5% humic acid
3.Planting Tablets:
a.Shall be slow released type with potential acidity of not more than 5% by weight containing
the following percentages of nutrients by weight: 20% nitrogen 10% phosphoric acid
5% potash 2.6% combined calcium 1.6% combined sulfur .35% iron (elemental) from
ferrous sulfate
b.Shall be 21 gram tablets as manufactured by Agriform or approved equal, applied per
manufacturer's instructions.
4.Palm Tree Planting Tablets: Shall be Gro-Power 9-3-9, 7 gram controlled-release tablets
containing the following percentages of nutrients by weight: 9% nitrogen 3% available
phosphoric acids 9% soluble potash 3% calcium 4% magnesium 2% Iron .05%
Manganese .05% Zinc 5% humic acids
5.Pre-Sod Fertilizer: Shall consist of the following percentage by weight and shall be mixed by a
commercial fertilizer supplier: 16% hydrogen 20% phosphoric acid 8% potash
6. Sulphate of potash: 0-0-50
7.Single Super-Phosphate: Commercial product containing 18-20% available Phosphoric
Pentoxide, or equal.
8. Urea Formaldehyde: 38-0-0
9.Humate plus conditioner by Tri-C Enterprises, 800•927•3311.
F.Import Top Soil: Silt plus clay content of the import soil shall not exceed 20% by weight with a
minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed
6 and the electrical conductivity (ECe) of the saturation extract of this soil shall not exceed 3.0
millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1
part per million as measured on the saturation extract. In order to insure conformance, samples of
the import soil shall be submitted to the agricultural soils testing laboratory (see section 1.03F) for
analysis prior to, and following, backfilling. Do not obtain top soil form areas in which are growing
noxious weeds such as morning glory oxalis Bermuda or nut grasses. Soil shall be free of
deleterious and / or harmful substances and properties.
G.Plant Material:
1.Plants shall be in accordance with the California State department of Agriculture's regulation for
nursery inspections, rules and rating. All plant materials shall have been inspected and
released by the County Agricultural inspector prior to delivery on the job. All plants shall have a
normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations,
plant diseases, sunscalds, fresh abrasions of the bark, excessive abrasions, or other
objectionable disfigurements. Tree trunks shall be sturdy and have well "hardened" systems
and vigorous and fibrous root systems which are not root or pot-bound. In the event of
disagreement as to condition of root system, the root conditions of the plants furnished by the
Contractor in containers will be determined by removal of earth from the roots of not less than
two plants or more than two percent of the total number of plants of each species or variety.
Where container-grown plants are from several sources, the roots of not less than two plants of
each species or variety from each source will be inspected. In case the sample plants inspected
are found to be defective, the Landscape Architect reserves the right to reject the entire lot or
lots of plants represented by the defective samples. The Landscape Architect is the sole judge
as to acceptability. Any plants rendered unsuitable for planting because of this inspection will
be considered as samples and will be provided at the expense of the Contractor.
2.The size of the plants will correspond with that normally expected for species and variety of
commercially available nursery stock or as specified on drawings. The minimum acceptable
size of all plants measured before pruning with the branches in normal position, shall conform
with the measurements, if any, specified on the drawings in the list of plants to be furnished.
Plants larger in size than specified may be used with the approval of the Landscape Architect,
but the use of larger plants will make no change in Contract price. If the use of larger plants is
approved, the ball of earth or spread of roots for each plant will be increased proportionately.
3.All plants not conforming to the requirements herein specified, shall be considered defective and
such plants, whether in place or not, shall be marked as rejected and immediately removed from
the site of the work and replaced with new plants at the Contractor's expense. The plants shall
be of the species, variety, size and conditions specified herein or as shown on the drawings.
Under no conditions will there be any substitutions of plants or sizes listed on the accompanying
plans, except with the express consent of the Landscape Architect.
4.Pruning: At no time shall trees, (excluding palm trees) or plant materials be pruned, trimmed or
topped prior to delivery and any alteration of their shape shall be conducted only with the
approval and when in the presence of the Landscape Architect.
5. Plant Material: Plant material shall be true to botanical and common name and variety as
specified in the latest edition of the "Annotated Checklist of Woody Ornamental Plants in
California, Oregon and Washington", published by the University of California School of
Agriculture.
6.Nursery Grown and Collected Stock:
a.Grown under climatic conditions similar to those in locality of project.
b.Container-grown stock in vigorous, healthy condition, not root-bound or with root system
hardened off.
c. Use only liner stock plant material which is well established in removable containers or
formed homogenous soil section.
7.Substitute plant material will not be permitted unless specifically approved in writing by the
Landscape Architect.
8.Sod: Shall be Marathon II by Southland Sod Farms and shall be well established, disease-free,
and weed-free sod in a healthy vigorous condition.
H.FIELD PROCURED PALMS
1.All palms shall be procured from C.L. Tree Company, 702•360•5148 (p), 702•360•5153 (f) and
shall be procured with the best horticultural practices.
2.Health and vigor: All palms shall possess foliage dark green in color, and showing signs of
continued growth and development of the Apical meristem. All trees shall be free of any insects
or disease and shall be sprayed and monitored prior to delivery to the site for diseases common
or known to effect the designated species.
3.Root ball dimensions shall be as follows:
a.Phoenix dactylifera ‘Deglet Noor': 8 to 16 feet of brown trunk - 3-1/2 foot cubed 17 to 25 feet
of brown trunk - 4 foot cubed 26 to 32 feet of brown trunk - 4-1/2 foot cubed 33 to 38 feet of
brown trunk - 5 foot cubed
b.Washingtonia robusta: 10 to 15 feet of brown trunk - 3 foot cubed 16 to 20 feet of brown
trunk - 4 foot cubed 21 to 30 feet of brown trunk - 4 1/2 foot cubed 31 to 40 feet of brown
trunk - 5 1/2 foot cubed 41 to 60 feet of brown trunk - 6 1/2 foot cubed
c.Please note: Aforementioned root ball specifications are the minimum allowances as
required by Landscape Architect on all balled and burlapped palm trees.
d.Brown trunk height is measured from the groundline to the base of the heart leaf.
4. Digging requirements:
a.All palms shall be dug by machinery limited to the following: a) Backhoe such as a Case
580C, Ford 555; b) Trencher such as a Ditch Witch RF40, etc., or by hand.
b.No trees shall be removed from any given field condition without excavating trees at the
properly specified root ball size or by means of any other type of excavation not outlined in
this section.
c. While excavating root balls, all consideration shall be given in keeping the root mass intact
and in a relatively moist condition. Anti-desiccants shall be applied to any severed roots
3/4" diameter and larger in sandy soils where any palm is to be procured. Burlapping of the
root mass is required during transport on hauls greater than 300 miles or on any palm
procured from a sandy soil condition. It is also understood that shade cloth or saran cloth
70% grade or better shall be wrapped around the crown and fronds of all palm trees, for
loads traveling greater than 300 miles.
5.Pruning procedure: With the use of hand loppers and hand pruning saws, 35% to 40% of palm
fronds shall be removed during the excavation period. This is required on all genus. Fronds shall
be removed after palms are approved by the Landscape Architect and under the direction of
Landscape Architect. All palm fronds shall be tied in an upright position with 2-ply twine. Twine
shall be tied horizontally across palm fronds. Twine is to be applied tight enough to remain tied
during all transporting 'healing in' and planting phases of work. All Washingtonia species shall
be skinned prior to loading. All Phoenix species shall be shaved prior to loading.
6. Disease control: As an inexpensive insurance policy, all palm fronds shall be sprayed with a
Benlate (R) and water drench (or an approved equal by a plant pathologist) prior to loading of
trees for transport to site or storage, where the 'healing in' phase of the procurement shall be
completed.
7.Loading of palms: All trees shall be loaded with hydraulic or conventional cranes. Front loaders,
fork lights, or tractors shall not load or unload any palm over eight foot of brown trunk. No chains
shall be considered in loading or in the unloading of palm trees. All rigging shall consist of the
highest quality wire rope, or on lightweight palms, nylon slings shall be considered. When
rigging is to be in contact with the trunk surface or pineappled crowns of palms, 2" x 6" number
3 grade or better lumber shall be placed between rigging and tree surface. This shall be done
under the direct supervision of the Landscape Architect and his representative. Boards shall be
situated between tree and rigging to avoid any possible scars or unsightly abrasions that may be
caused by the loading and unloading phase of work. All consideration shall be given in the
selection of a larger crane to facilitate loading, unloading and setting. This consideration shall
vary based on any given site situation and is solely the liability and responsibility of the
Contractor and his subcontractors.
Contractor and his subcontractors.
8. Transporting of palms: All palms traveling on state highways shall meet all licensing
requirements and abide by regulations governing any particular region where work is being
performed, including, but not limited to, overload permits, overlength permits and wideload
permits when transporting any cargo. 'Triple stacking' of any palms shall not be an acceptable
practice when transporting palms anywhere, in any state. Truck loads shall, as a matter of
course, conform to the highest standards and found to be acceptable to the Landscape
Architect and his representative.
I.Guying and Staking Materials:
1.Wood tree stakes: Lodge pole pine, full treated with Coppernapthanate Wood Preservative in
strict accordance with Federal Spec. TT-W-572 Type 1 Composition B, 2" (mm. nominal size)
diameter x 10' long, no split stakes. Stakes are to be free of loose knots or bends and are to be
pointed at one end.
2.Pipe Tree Stakes: Sch. 40 steel pipe, 1-1/2" diameter with cap, primed and painted before
installation with two coats flat black exterior enamel. Touch up in field to match shop condition.
3.Ties:
a.V.I.T. Products ‘Twist brace', 800•729•1314 TB-24 for 15 Gallon Trees TB-36 for 24" Box
Trees TB-42 for 36" Box Trees
b. Attach to Lodgepoles using galvanized nails.
4.Steel Guy Anchor: V.I.T. ‘Rapid Type Anchor' with installation in accordance with manufacturers
specifications and recommendations.
5.Guying Hardware: (a) Wire: 1/8" galvanized, (b) Hose: 1/2" new rubber hose, (c) U-Bolt
Cable clamps: galvanized, size as required, (e) Safety Sleeve: 1/2" white P.V.C. full length of
wire.
J.Tree Paint: Morrison Tree Seal, Cabort Tree paint, or equal.
K.Water: Furnished by Owner; transport as required.
L. Mulch:
1.‘Forest Floor' as supplied by Aguinaga Fertilizer, 949•786•9558.
2.The mulch shall consist of a woody bark material 2 inches or less in size.
M. Aluminum Headerboards:
1.Headerboards shall be ‘cleanline' 3/16" x 4" natural aluminum - mill finish supplied by Permaloc
Corp. 800•356•9660, 616•399•9600. 16'-0" sections to include (5) five 12" aluminum stakes. All
stakes shall be set below top of headerboard.
2.Compact grades adjacent to edging to avoid settling.
3.Corners: cut base of edging up half way and form a continuous corner.
4.Headerboards shall be furnished as shown on the drawings and herein specified. They shall be
laid true to line and grade, and in a workmanlike manner and in accordance with manufacturers
specifications and recommendations. Care shall be exercised in laying aluminum headers to
protect adjacent improvements, shrubbery and other properties from damage. All stakes shall
be placed on ground cover side of headerboard.
N.Sand: Washed silica sand.
O. Soil separator and drainage matting:
1.Mirafi 140N available from Whitecap Industries (714) 258-3300. (Or approved equal).
2.Warren's TerraBond #1114 Geotextile Fabric.
P. Tree transplant stimulant"
1.‘Super-Thrive' by Vitamin Institute
3.EXECUTION
3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY
A.Prior to excavation for planting or placing of stakes, locate all electric cables and conduits, storm
and sanitary sewer lines and all other utility lines so that proper precautions may be taken not to
damage such improvements. In the event of a conflict between lines and plant locations, promptly
notify the Landscape Architect. Failure to follow this procedure places upon the Contractor the
responsibility to repair damages at his own expense which result from work hereunder.
3.02 INSPECTION
A.Obtain owners certification that final grades to +0.10' have been established prior to commencing
planting operations. Provide for inclusion of all amendments, settling, etc. Landscape Contractor
shall be responsible for shaping all planting areas as indicated on plans or as directed by the
Landscape Architect.
B.Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs
for improper pruning.
C. Do not begin planting of trees until deficiencies are corrected or plants replaced.
3.03 PREPARATION
A.Soil Preparation:
1. After rough grading operations have ceased and finished grades have been established to
within .10', the soil shall be conditioned and fertilized in the following manner. Amendments shall
be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6" of
soil. The following organic, soil amendments and fertilizer rates, and quantities are to be used
for bid basis only. Specific planting specifications will be made after rough grading operations
are complete and soil samples are tested by the Owner per section 1.03F. Application
Rates (Per 1,000 square feet) 2 cu. yds. Earthworks ‘Planting
Mix' 70 lbs. Earthworks ‘Establish' 7 lbs. Earthworks 7-1-7 Fertilizer 10 lbs. Agricultural Gypsum
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
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LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
6/24/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
11
4.b
Packet Pg. 105 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
3.04 PLANTING INSTALLATION
A.General:
1.Actual planting shall be performed during those periods when weather and soil conditions are
suitable and in accordance with locally accepted practice, as approved by the Architect.
2.Only as many plants as can be planted and watered on that same day shall be distributed in a
planting area.
3.Containers shall be opened and plants shall be removed in such a manner that the ball of earth
surrounding the roots is not broken and they shall be planted and watered as herein specified
immediately after removal from the containers. Containers shall not be opened prior to placing
the plants in the planting area.
4.Plant locations shown on the Drawings are tentative and subject to minor modification in the
field as directed by the Landscape Architect. Make such modifications of location at no
additional cost to the Owner.
B.Pre-Plant Weed Control:
1.If live perennial weeds exist on site at the beginning of work, spray with a non-selective
systemic contact herbicide, as recommended and applied by an approved licensed landscape
pest control advisor and applicator. Leave sprayed plants intact for at least fifteen (15) days to
allow systemic kill.
2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 1/4"
below the surface of the soil over the entire area to be planted.
3.After irrigation system is operational apply water for five (5) to ten (10) days as needed, to
achieve weed germination. Apply contact herbicides and wait as needed before planting.
Repeat, if required by Architect.
4.Maintain site weed free until final acceptance by Owner utilizing mechanical and chemical
treatment.
C. Lay-Out of Major Locations:
1. Locations for plants and outlines of areas to be planted shall be marked on the ground by the
Contractor before any plant pits are dug. All such locations shall be approved by the Landscape
Architect. If underground construction or utility line is encountered in the excavation of planter
pits, other locations for planting may be selected by the Landscape Architect. Layout shall be
accomplished with flagged grade stakes indicating plant names and specified container size on
each stake. It shall be the contractors responsibility to confirm with the owner's superintendant
and governing agencies the location and depth of all underground utilities, and obstructions.
D.Planting of Trees and Shrubs:
1.Excavation for planting shall include the stripping and stacking of all acceptable topsoil
encountered within the areas to be excavated for trenches, tree holes, plant pits and planting
beds.
2.Excess soil generated from the planting holes and not used as backfill or in establishing the final
grades shall be removed from the site.
3.Protect all areas from excessive compaction when trucking plants or other material to the
planting site.
4.Center plant in pit or trench.
5.Face plants with fullest growth into prevailing wind.
6. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots.
7.The planting pits for 24" box and larger Containers should be excavated twice the diameter and
two feet deeper than the rootball with roughed-in sides. No prepared backfill mix shall be placed
under rootball. In addition, for trees not planted in tree grates, install a flexible 4" corrugated,
perforated drain pipe with soil fabric sock surrounding base of plant pit. Provide a snap tee
connection and riser extension to finish grade and install a snap end cap. As determined in field,
if percolation rate is less than 2" / hr. additional 6" diameter auger holes at diagonal corners of
plant pit shall be made to the depth of 4' below rootball and filled with 3/4" crushed rock and
covered with filter fabric.
8.Container plants shall be backfi1led with a thoroughly mixed blend of the following: 7 parts by
volume on-site soil 3 parts by volume Earthworks ‘Planting Mix' 4 lbs. Earthworks 7-1-7 fertilizer
mix per cu. yd. of mix 40 lbs. Earthworks ‘Establish' per cu. yd. of mix 10 lbs. Agricultural
Gypsum per cu. yd. of mix Humate plus conditioner in the following rates: 1 tsp. per 1 Gallon
conditioner 1 tbsp. Per 5 Gallon conditioner 3 tbsp. Per 15 Galloon conditioner 1/4 cup
per 24" Box 1/2 cup per 36" box The preceding is for bid basis only and specific backfill
specifications will be made after rough grading operations are complete and soil samples are
tested by Owner.
9. Palm Tree Planting:
a.All planting pits for palm trees shall be a minimum of two feet greater than any side of the
root ball with ‘roughed-up' sides in the planting pit. Trees shall be planted perpendicular to
grade and plumbed under the direction of the Landscape Architect after planting. In finished
grades other than a one to one condition (level ground), trees shall be set differently
contingent upon the given grade condition. The sand backfill shall be applied in 6" lifts
(layers) and jetted with water, by the use of a high pressure nozzle and hose. At least 80%
compaction is required in the planting pits of all palm tree genus. 80% compaction may be
achieved with the assistance of pneumatic tampers. Any adjustments necessary to
straighten palms due to poor compacting shall be made by the Contractor at no charge to
the Owner within twelve months after final acceptance of the project. Refer to the planting
details, for the provision and requirements of augered holes in bottom of planting pit.
b.Palm tree plants shall be backfilled with: 100% washed, plaster or concrete sand free of all
deleterious matter or chemicals which may inhibit or otherwise harm the health, vigour and
growth of the Palm Trees.
10.All plants which settle deeper than the surrounding grade shall be raised to the correct level.
After the plant has been placed, additional backfill shall be added to the hole to cover
approximately one-half of the height of the root ball. At this stage, water shall be added to the
top of the partly filled hole to thoroughly saturate the root ball and adjacent soil.
11.Can Removal:
a.Cut cans on two sides with an acceptable can cutter.
b. Do not injure root ball.
c. Do not cut cans with spade or ax.
d.After removing plant, superficially cut edge roots with knife on three sides.
12. Box Removal:
a.Remove bottom of plant boxes before planting.
b.Remove sides of box without damage to root ball after positioning plant and partially
backfilling.
13. Plant Tablets:
a.After the water has completely drained, planting tablets shall be placed in the tree and shrub
plant pits, no more than 1/3 the way up the rootball and spaced equally around the
perimeter approximately 2" from root tips, as indicated below: One tablet per one-gallon
container Two tablets per five-gallon container Three tablets per 15-gallon container Four
tablets per 24" box Five tablets per 30" box Six tablets per 36" box Seven tablets per 42"
box Eight tablets per 48" and those box sizes which are larger
b.After the surface water has drained Palm Tree Planting Tablets shall be placed, no more
than 1/3 the way up the rootball and spread equally around the perimeter approximately 2"
from the root tips, as follows: 30 Tablets per Palm Tree.
c.Planting tablets shall be set with each plant on the top of the root ball while the plants are
still in their containers so the required number of tablets to be used can be easily verified by
the Landscape Architect.
14. Backfill:
a.The remainder of the hole shall then be backfilled and tamped firm.
b.After backfilling, an earthen basin shall be constructed around each plant. Each basin shall
be of a depth sufficient to hold at least two (2) inches of water. The basins shall be
constructed of amended backfill materials. Remove basin in all turf areas after initial
watering
c.Make basin berms for trees and shrubs and from 5 gallon and larger containers at least 4"
high. Unless otherwise directed, make other mounds at least 2" high.
d.On slopes, construct half-mounds on the lower side if full mounds are not practical.
e.After watering, refill settlement within the basins to the required grade, using the specified
mix.
f.Watering basins shall be planted with ground cover in normal pattern.
15. Watering: Immediately after planting, apply water to each tree, vine and shrub in a moderate
hose stream in the planting basins, until the material about the roots is completely saturated
from the bottom to the top:
a.Provide thorough watering of ground cover by means of the irrigation system within one
hour after ground cover planting.
b. Apply water in such quantities, and at such intervals, as are required to keep the ground
moist at all times well below the root system of grass and other planting.
c.Provide hose watering for plants which cannot be efficiently watered with the irrigation
system.
16. Pruning:
a. Pruning shall be limited to the minimum necessary to remove injured twigs and branches.
Pruning may not be done prior to delivery of plants. Cuts over 3/4" in diameter shall be
painted with tree paint.
17.Staking and Guying: Staking of all trees shall be completed immediately after planting and in
accordance with the planting details. All stakes shall be installed plumb and as indicated in
details. Guying of any or all of the transplanted Pine Trees shall be at the discretion of the
Landscape Architect after on-site review of site and planting conditions.
E.Planting of Groundcovers:
1. Groundcover plants shall be grown in flats as indicated on the plans. Flat-grown plants shall
remain in those flats until transplanting. The flat's soil shall contain sufficient moisture so that it
will not fall apart when lifting the plants.
2.Groundcover shall be planted in straight rows and evenly spaced, unless otherwise noted, and
at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted
on the drawings.
3.Each rooted plant shall be planted with its proportionate amount of flat soil. Plantings shall be
immediately sprinkled after planting until the entire area is soaked to the full depth of each hole.
4.Care shall be exercised at all times to protect the plants after planting. Any damage to plants by
trampling or other operations of this Contract shall be repaired immediately.
F.Sod Planting:
1.Install sod within 24 hours after its delivery to the job site.
2.Preparing Soil: Remove rocks, weeds, debris from area to be sodded. Work up soil to a depth of
6 inches, and break up all clods. Soil prep all areas as noted elsewhere in specifications and
Section 3.03
3.Grading and Rolling: Carefully smooth all surfaces to be sodded. Roll area to expose soil
depressions or surface irregularities. Regrade as required.
4. Turn on irrigation system to moisten soil prior to laying
5.Fertilizing: Spread Turf Fertilizer (16-20-8) onto the soil evenly at the rate of one pound per 100
square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Do
not lay sod on dry soil.
6.Laying Sod: Lay first strip of sod slabs along a straight line (use a string in irregular areas). Butt
joints tightly, do not overlap edges. On second strip, stagger joints much as in laying bricks.
Use a sharp knife to cut sod to fit curves, edges, sprinkler heads.
7.Watering: Do not lay whole lawn before watering. When a conveniently large area has been
sodded, water lightly preventing drying. Continue to 1ay sod, and to water until installation is
complete.
8.Rolling Sod: After laying all sod, roll lightly eliminate irregularities and to form good contact
between sod and soil. Avoid a very heavy roller or excessive initial watering which may roller
marks.
9.Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least 8
inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted.
After sod is established, decrease frequency and increase amount of water per application as
necessary.
10.Replacement: Where sodded areas do not show a prompt and obvious indication of viability,
re-sod as originally specified at ten day intervals until an acceptable stand of grass is
established. Replace all dead or dying sod with equal material as directed by Landscape
Architect.
G.Pot Planting:
1.Place all plants as specified and as located on plans.
2.Backfill pot to within 1" of rim with a thoroughly mixed custom blend of the following or an
approved commercially mixed planter pot soil mix. 1 part by volume washed Silica sand 1 part
by volume Organic Amendment (Section 2.01C) 10 lbs 12-8-8 fertilizer per cubic yard of custom
mix or approved commercially mixed planter pot soil mix (if fertilizer is not already incorporated
into the commercial mix).
H.Pine Tree Transplanting: Contractor shall transplant existing pine trees in accordance with industry
standards and in a manner which does not harm the trees short and long term viability or
appearance. After planting each tree shall be watered with a solution of water
and ‘Super-Thrive' per the manufacturers specifications.
I.Mulch Cover: All groundcover, perennial, and annual beds to be dressed with 1 1/2" layer of mulch.
CLEAN-UP
A.After all planting operations have been completed, remove all trash, excess soil, empty plant
containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this
work shall be repaired and the ground left in a neat and orderly condition throughout the site.
Contractor shall pick up all trash resulting from this work no less frequently than each Friday before
leaving the site, once a week, and/or the last working day of each week. All trash shall be removed
completely from the site.
B.The Contractor shall leave the site area broom-clean and shall wash down all paved areas within
the scope of work area, leaving the premises in a clean condition. All walks shall be left in a clean
and safe condition.
OBSERVATION SCHEDULE
A.The Contractor shall be responsible for notifying the Landscape Architect in advance for the
following site visits, according to the time
1.Pre-job conference - 7 days
2. Final grade review - 48 hours
3. Plant material review - 48 hours
4. Plant layout review - 48 hours
5.Soil preparation and planting operations. One tree with each type of specified staking shall be
approved prior to planting of trees - 48 hours.
6. Pre-maintenance - 7 days
7. Final walk-through - 7 days
B.When observations are conducted by someone other than the Landscape Architect, the Contractor
shall show evidence in writing of when and by whom these inspections were made.
C. No site visits shall commence without all items noted in previous Observation Reports are either
completed or remedied, unless such compliance has been waived by the Owner. Failure to
accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor
responsible for reimbursing the Architect at his current billing rates per hour (plus transportation
costs). No further inspections shall be scheduled until this fee has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
6/24/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
12
4.b
Packet Pg. 106 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
13
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
6/24/2020
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SECTION 02840
LANDSCAPE MAINTENANCE
GENERAL
1.01 GENERAL CONDITIONS AND DIVISION ONE
A.The general conditions, supplementary conditions and division one are hereby made a part of this
section.
1.02 SCOPE OF WORK
A.Work Specified in this Section: Furnish all labor, materials, equipment, and services required to
maintain the landscape in an attractive condition as specified herein for a period of 90 days.
B.Related Work Specified in other Sections:
1.Landscape planting - Section [02800]
2.Landscape irrigation - Section [02810]
1.03 QUALITY ASSURANCE
A.Work Force: Contractor's representative shall be experienced in landscape maintenance and shall
have received and education in ornamental horticulture.
1.04 MAINTENANCE PERIOD
A.The Contractor shall continuously maintain all areas involved in this contract during the progress of
the work and during the maintenance period until final acceptance of the work by the Owner's
authorized representative or Landscape Architect.
B.Improper maintenance or possible poor condition of any planting at the termination of the scheduled
maintenance period may cause postponement of the final completion date of the Contract.
Maintenance shall be continued by the Contractor until all work is acceptable.
C. In order to carry out the plant establishment work, the Contractor shall furnish sufficient men and
adequate equipment to perform the work during the plant maintenance period.
D.Start of Maintenance Criteria - Maintenance period shall not start until all elements of construction,
planting, and irrigation for the entire project are complete. Project shall not be segmented into
maintenance phases, unless specifically authorized in writing by the Owner's authorized
representative or Landscape Architect.
E.Where lawn areas have required re-sodding, maintain such re-sodded areas for at least 30 calendar
days unless otherwise approved by the Landscape Architect.
F.The Contractor shall request an inspection to begin the plant maintenance period after all planting
and related work has been completed in accordance with the Contract documents. A prime
requirement is that all groundcover and lawn areas be planted. If such criteria are met to the
satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to
establish the effective beginning date of the period.
G. Any day when the Contractor fails to adequately maintain planting, replace unsuitable plants or do
weed control or other work, as determined necessary by the Landscape Architect, will not be
credited as one of the plant maintenance working days.
H.The Contractor's maintenance period will be extended at no additional cost to the Owner if the
provisions required within the plans, specifications, and previously documented / noted deficiencies
are not filled or executed.
1.05 GUARANTEE AND REPLACEMENT
A.All plant material installed under the Contract shall be guaranteed against any and all poor,
inadequate or inferior materials and / or workmanship, as determined by the Landscape Architect,
shall be replaced by the contractor at his expense.
B.Any materials found to be dead, missing, or in poor condition during the maintenance period shall be
replaced immediately. The Landscape Architect shall be the sole judge as to the condition of
material. Material to be replaced within the guarantee period shall be replace by the Contractor
within fifteen (15) days of written notification.
C. The commencement of all Guarantees shall be noted in the Certificate of Substantial Completion
which shall be signed by Owner, Contractor and Landscape Architect.
1.06 SITE OBSERVATIONS
A.Normal progress site observation shall be requested by the Contractor from the Landscape
Architect at least seven (7) days in advance of an anticipated inspection. Inspections are as follows:
1.Commencement of maintenance. (Pre-maintenance)
2.Completion of maintenance period. (Final Walk-through)
B.All conditions noted in Landscape Planting Section shall apply herein.
FINAL ACCEPTANCE OF THE PROJECT
A.Prior to the date of the Final Walk-through, the Contractor shall acquire from the Landscape
Architect approved reproducible prints and final record from the job record set of all changes made
during construction, label said prints "As-Builts", and deliver to the Landscape Architect and as
required to any Local Agency. Prior to the date of final inspection, the Contractor shall deliver to the
Landscape Architect the "Landscape and Irrigation Guarantee" as required. Said Guarantee shall
be on the Contractors letterhead and dated the final acceptance date.
B.All turn-over items noted in other specification sections shall be delivered prior to a Final Walk-through.
PRODUCTS
2.01 MATERIALS
A.All materials used shall either conform to Landscape planting specifications in other sections or shall
otherwise be acceptable to the Owner. The Owner shall be given monthly record of all herbicides,
insecticides and disease control chemicals used.
B.Top dress fertilizer shall consist of the following percentages by weight and shall be mixed by a
commercial fertilizer supplier: 16% nitrogen 6% phosphoric acid 8% potash Unless
otherwise noted in a project Agricultural Soils Report.
C. Palm Tree Fertilizer shall be Gro-Power 9-3-9 controlled release Nitrogen and Potash with
Micronutrients manufactured by Gro-Power, 909•393•3744.
3.EXECUTION
3.01 MAINTENANCE: Maintenance shall be according to the following standards:
A.All areas shall be kept free of debris and all planted areas shall be weeded and cultivated at
intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization,
spraying and pest control, as may be required, shall be included in the maintenance period. Street
gutters shall be included within the debris / siltation removal program.
B.The Contractor shall be responsible for maintaining adequate protection of the area. Damaged
areas shall be repaired at the Contractor's expense.
C. Between the 15th day and the 20th day of the maintenance period, the Contractor shall reseed or
re-sod all spots or areas within the lawn where normal turf growth is not evident as determined by
the Owner's authorized representative.
3.02 TREE AND SHRUB CARE
A. Watering: Maintain a large enough water basin around plants so that enough water can be applied
to establish moisture through the major root zone. When hand-watering, use a water wand to break
the water force. Use mulches to reduce evaporation and frequency of watering.
B. Pruning:
1. Trees:
a.Prune trees to select and develop permanent scaffold branches that are smaller in diameter
than the trunk or branch to which they are attached which have vertical spacing of from 1811
to 48" and radial orientation so as not to overlay one another; to eliminate diseased or
damaged growth; to eliminate narrow V-shaped branch forks that lack strength; to reduce
toppling and wind damage by thinning out crowns; to maintain growth within space
limitations; to maintain a natural appearance; to balance crown with roots.
b.Under no circumstances will stripping of lower branches ("raising-up") of young trees be
permitted. Lower branches shall be retained in a "tipped back" or pinched condition with as
much foliage as possible to promote caliper trunk growth (tapered trunk). Lower branches
can be cut flush with the trunk only after the tree is able to stand erect without staking or
other support. Sucker growth shall be removed if deemed appropriate by the Owner's
authorized representative.
c. Evergreen trees shall be thinned out and shaped when necessary to prevent wind and
storm damage. The primary pruning of deciduous trees shall be done during the dormant
season. Damaged trees or those that constitute health or safety hazards shall be pruned at
any time of the year as required to eliminate these conditions.
2.Shrubs:
a.The objectives of shrub pruning are the same as for trees. Shrubs shall not be clipped into
balled or boxed forms unless such is required by the design and directed by the Architect.
b.All pruning cuts shall be made to lateral branches or buds or flush with the trunk. "Stubbing"
will not be permitted.
c.Staking and Guying: Remove stakes and guys as soon as they are no longer needed.
Stakes and guys are to be inspected to prevent girdling of trunks or branches and to prevent
rubbing that causes bark wounds. Replace all broken stakes and ties with specified
materials.
d.Weed Control: Keep basins and areas between plants free of weeds. Use recommended
legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use
mulches to help prevent weed seed germination.
e.Insect and Disease Control: Maintain a reasonable control with approved materials.
f.Fertilization:
1.Fertilize all planting areas with the following or as noted in project Soils Report:
a.At the end of the first 30-day and at 30-day intervals - 6lbs. Per 1,000 square feet of
top dress fertilizer. (2.01 B)
b.At the end of the maintenance period and at 30-day intervals should maintenance
period be extended - 6 lbs. per 1,000 square feet of top dress fertilizer. (2.01 B)
c.After application, water fertilizer down thoroughly.
2.Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly
under plant to drip line.
g.Replacement of Plants: Replace dead, dying and missing plants and plants of a size,
condition and variety acceptable to Owner's authorized representative at Contractor's
expense.
3.03 GROUND COVER CARE
A.Weed Control: Control weeds, with chemical systemic spray or by mechanical means so as to cause
minimal damage to planted materials.
B.Watering: Water enough that moisture penetrates throughout root zone and-only as frequently as
necessary to maintain healthy growth.
C. Fertilizing: Fertilize as specified under Tree and Shrub care.
D. Remove trash weekly.
E. Edge ground cover to keep in bounds and trim top growth as necessary to achieve an overall even
appearance.
F.Replace dead and missing plants at Contractor's expense.
3.04 LAWN AND TURF CARE
A. Mowing and Edging:
1.Mowing of turf shall commence when the grass has reached the manufactures/suppliers
recommended height for the specified species. Mowing will be at least weekly after the first cut
with a final mowing four days prior to the end of the maintenance period. Turf must be well
established and free of bare spots and weeds to the satisfaction of the Architect prior to final
acceptance. Mow turf with a reel or rotary type mower as appropriate for the specified lawn
species.
2. Excess grass clippings as determined by the Landscape Architect shall be picked-up and
removed from the site and premises.
3.Edges shall be trimmed at least twice monthly or as needed for neat appearance. Clippings
shall either be vacuumed or blown off walks.
B.Watering: Lawns shall I be watered at such frequency as weather conditions require to replenish
soil moisture below root zone and maintain healthy growth.
Fertilizing:Fertilizers specified under Tree and Shrub care.
D.Weed Control: if needed, control broad leaf weeds with selective herbicides.
E. Renovating:
1.If required, remove thatch by verticutting, preferably in the Fall but otherwise in the Spring. At
this time, fertilize with nitrate N and over-seed if deemed necessary by the Landscape Architect.
Over-seed species/variety shall be that required by the Landscape Architect and must precede
pre-emergent herbicides by at least four to six weeks.
2. Aerate compacted areas to improve water penetration whenever needed.
3.Where depressions are caused by vehicles, bicycles, animals, etc., the contractor shall fill with
topsoil and add specified mulch cover.
3.05 PALM TREE CARE
A.Maintain the palm trees so they remain in a vigorous and healthy state. Control weeds / around
weeds without using methods or chemicals which are potentially harmful to tree health.
B.Removal of fronds shall only be done under the supervision of a licensed / certified arborist and as
approved by the Landscape Architect.
C. Fertilize each Palm tree with the designated palm tree fertilizer (2.01 C) at a rate of 1/3 cup per
lineal foot of trunk height at the beginning of the maintenance period and again at the end or at a
minimum of every 90 days.
3.06 IRRIGATION SYSTEM
A.The Contractor shall check weekly all systems for proper operation. Lateral lines shall be flushed out
after removing the last sprinkler head or two at each end of the lateral. All heads are to be adjusted
as necessary for unimpeded coverage.
B.Set and program automatic controllers for seasonal water requirements. Give Owner's
representative a key to controllers and written instructions on how to turn off system in case of
emergency.
C. Repair all damages to irrigation system at Contractor's expense. Repairs shall be made within one
watering period.
LANDSCAPE SPECIFICATIONS
13
4.b
Packet Pg. 107 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
EXITLOOP
INSIDE AUTOREVERSE LOOP
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COVER SHEET
1
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/8/2020
PROJECT INFO
TRACT 20006 - CITY OF SAN BERNARDINO, CA
CONSTRUCTION DOCUMENTS FOR:
RANCHO PALMA
CFD PLANS
N O R T H
COVER SHEET
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION LEGENDS & NOTES
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
PLANTING DETAILS & NOTES
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
KEY MAP
1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND
REGULATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES
TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF
WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME.
4. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY
DEVELOPER.
5. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27
LICENSE OR GREATER.
6. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT WHEN WORK IS COMPLETED.
8. IN ORDER FOR THE LANDSCAPE TO BE CERTIFIED, THE CONTRACTOR MUST GIVE A MIN. OF ONE
WEEK'S NOTICE.
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOTE BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE LOCAL JURISDICTION, AND THE LANDSCAPE
ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, THE LOCAL JURISDICTION, OR THE
LANDSCAPE ARCHITECT.
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SAN
BERNARDINO, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS
DESCRIBED AS FOLLOWS:
PARCELS 1, 2 AND 4 OF PARCEL MAP NO. 19701, IN THE CITY OF SAN BERNARDINO,
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 250, PAGES 88 THROUGH 90, RECORDS OF SAID COUNTY, JULY 25, 2018.
APN(S): 0261-181-16-0-000, 0261-181-17-17-0-000 & 0261-181-18-0-000
LEGAL DESCRIPTION
GENERAL NOTES SHEET INDEX
HOLD HARMLESS CLAUSE
BUILDER:
TRUMARK HOMES
450 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92660
PHONE (949) 999-9817
CONTACT: MAGGI KIBBEE
CIVIL ENGINEER:
HUNSAKER & ASSOCIATES
2900 ADAMS STREET, SUITE A-15
RIVERSIDE, CA 92504
PHONE (951) 352-7200
CONTACT: PAUL HUDDLESTON
LANDSCAPE ARCHITECT:
BGB DESIGN GROUP, INC.
3185 C1 AIRWAY AVE
COSTA MESA, CA 92626
PHONE (714) 545-2898
CONTACT: JEFF KRAUS
PROJECT CONTACTS
UTILITIES AND SERVICE
WATER: CITY OF SAN BERNARDINO
SEWER: CITY OF SAN BERNARDINO
GAS: SOUTHERN CALIFORNIA GAS COMPANY
ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
4.b
Packet Pg. 108 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
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W SSSSSSSSSSSSSSSSA10 4.50
1"
A11 11.0
1"3 4"
1"MAGNOLIA AVENUESYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
MATCHL
I
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E
-
S
E
E
S
H
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3
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
2
4.b
Packet Pg. 109 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
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XXXEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPX
X XXXXWWWWW
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SA8 8.12
1"
A9 3.00
1"
1"
3 4"MAGNOLIA AVENUESYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
3
MATCHL
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T
2
MATCHL
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-
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4
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
4.b
Packet Pg. 110 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
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A5 3.00
A6 7.35
1"
A7 2.50
1"
3 4"
3 4"MAGNOLIA AVENUESYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
4
MATCHL
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S
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E
S
H
E
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T
5
MATCHL
I
N
E
-
S
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S
H
E
E
T
3
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
4.b
Packet Pg. 111 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
R-01 WWWWWWWWWWWWW
W
W
W
W
W
A2 4.50
1"
A3 14.7
1"
A4 8.57
1"
A5 3.00
1"
11 4"3 4"
1"
3 4"
2"
2"
LITTLE LEAGUE DRIVE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
5
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
4
MATCHLINE - SEE SHEET 6NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
4.b
Packet Pg. 112 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
XXX
XXXXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPR-01 WWWWWWWWWWWWWWWWSW1 FS
A1 4.61
1"
3 4"
A E
2"
LITTLE LEAGUE DRIVE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
6MATCHLINE - SEE SHEET 5MATCHLINE - SEE SHEET 7POINT OF CONNECTION - CONTROLLER A:
WATER METER LOCATED AS SHOWN ON THE APPROVED SEWER
AND WATER PLANS PROVIDED BY THE CIVIL ENGINEER OF RECORD
METER SIZE:1 1/2"
SERVICE LINE SIZE:1 1/2"
ELEVATION OF METER:_____
STATIC PRESSURE:_____
PUMP REQUIRED:NO
AREA SERVED:25,401 SF
CONTROLLER NOTE:
PRIOR TO START OF MAINTENANCE PERIOD,
IRRIGATION CONTROLLER SHALL BE
PROGRAMMED TO RUN OFF REAL TIME ET.
CONTROLLER ASSEMBLY - A:
CONTROLLER INSTALLED STAINLESS STEEL ENCLOSURE. PROVIDED BY GREEN
PRODUCT SALES. CONTACT: DARYL GREEN 949-584-7311.
ASSEMBLY MODEL #
ICA6-RB3-44/IQ-GPRS/IFS-150F/SP/RB-URA/RSE
CONTROLLER: RAIN BIRD LXMEF (ENCLOSURE MOUNT)
NUMBER OF STATIONS: 44 TOTAL (37 USED)
POWER USAGE: 120 / 240 VAC, 50 / 60 HZ.
MAX AC DRAW: 1 AMPS / 120 V - 2 AMPS / 230 V
WIRE TYPE:CONVENTIONAL
#14AWG (PILOT WIRES)
#12 AWG (COMMON WIRE)
NOTES:
1. ELECTRIC METER SHALL BE INSTALLED IN A SEPARATE ENCLOSURE.
REFER TO ELECTRICAL / EDISON WORK ORDER BY OTHERS FOR METER
SPECIFICATIONS. LANDSCAPE CONTRACTOR'S ELECTRICIAN SHALL MAKE
THE 120V HOOKUP TO POWER. ELECTRIC METER LOCATION SHOWN ON
PLAN IS FOR REFERENCE ONLY.
2. CONTROLLER IS EQUIPPED WITH CLOUD MANAGEMENT SOFTWARE
(IQ-GPRS) WHICH WILL OBTAIN WEATHER DATA VIA CELL PHONE SERVICE.
CONTROLLER IS EQUIPPED WITH AN ENCLOSURE MOUNTED RAIN SWITCH
AS DESIGNATED BY RSE IN THE ASSEMBLY MODEL NUMBER.
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
4.b
Packet Pg. 113 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
R-01WWW S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSWWWWWWWWWWWWWWWA124.13
1"
A134.27
1"
3 4"
3 4"
2"
LITTLE LEAGUE DRIVE
2"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NIRRIGATION PLAN
7MATCHLINE - SEE SHEET 6NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 8
FOR IRRIGATION LEGENDS & NOTES, SHEET SHEET 9
4.b
Packet Pg. 114 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
TYPICAL DRIP LINE SYSTEM LAYOUT
SCALE:1" = 1"PLAN
NOTE:
TRIANGULAR SPACE
EMITTERS AS SHOWN
BELOW
2
4
16 73
8
9
F
A2" MIN.4" MAX2" MIN.12" MIN.4" MIN.2" MIN.4" MIN.TO LATERAL
TO AIR RELIEF /
FLUSH VALVE
TO AIR RELIEF / FLUSH
VALVE / LATERAL
TYPICAL DRIPLINE SECTION
PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING
1
210
11
12 13 1 1415
16
1 10 11
2 17
13 15
16
11
11
17
18
13 1516
17
2
PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE
LEGEND
1
PVC SUPPLY HEADER2
PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER3
PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER
TUBING
4
PVC MAINLINE - SEE PLAN6
XERIGATION CONTROL VALVE - SEE LEGEND7
FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8
AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE
LEGEND
9
½" COMP X ¾" MPT ADAPTER10
SCH 40 PVC TEE (SxSxT)11
BARB x BARB TEE12
TOP OF MULCH (SEE SPECS)13
TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14
FINISHED GRADE15
TOP SOIL COVER16
PVC SCH 4017
PVC SCH 40 ELBOW18A TREE BUBBLER
SCALE:3/4" = 1'-0"PLAN VIEW / SECTON
1
2
3
6
4
1
3
7
6
4
5
5
1 3"
7
2
18
9
TREE BUBBLER - SEE IRRIGATION PLAN1
TREE - SEE PLANTING PLAN2
TREE STAKE - SEE PLANTING DETAILS3
1/2" BLANK POLY PIIPE4
ADJACENT DRIPLINE - SEE IRRIGATION PLAN5
WATERING BERM - SEE TREE PLANTING DETAIL6
TREE ROOT BALL AND BOX SIZE7
FINISH SURFACE - SEE PRECISE GRADING PLAN8
COMPACTED SUB-GRADE PER GEO-TECHNICAL SOILS REPORT9
TREE SIZE =GPH
15 GAL = 5
24" BOX = 10
36" BOX = 10
48" BOX = 20
TREE SIZE = POLY PIPE RADIUS
15 GAL = 1.5 FT.
24" BOX = 2 FT.
36" BOX = 2.5 FT.
48" BOX = 3 FT.3"3"B
XERIGATION CONTROL ZONE KIT - LT. COMMERCIAL
SCALE:N.T.S.SECTION
NOTE:
VALVE BOX LIDS SHALL BE BRANDED WITH ABBREVIATED INITIALS FOR EACH DEVICE
1 2
3
4 86 1
11
12
18
10
916717519
13 14 15
FINISH GRADE / TOP OF MULCH1
VALVE BOX WITH COVER: JUMBO SIZE HEAT BRAND 'RCV' AND CONTROLLER STATION # ONTO LID.2
30-INCH LINEAR LENGTH OF WIRE, COILED3
WATER PROOF CONNECTOR: USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK CONNECTOR W/ GEL
FILLED POLYPROPYLENE TUBE)
4
FILTER FABRIC5
CHRISTY ID TAG6
REMOTE CONTROL VALVE (INCLUDED ON CONTROL ZONE KIT) SEE PLAN FOR SIZE.7
PRESSURE REGULATING QUICK CHECK BASKET FILTER (INCLUDED IN CONTROL ZONE KIT)8
PVC SCH 40 FEMALE ADAPTOR9
LATERAL PIPE (TO SYSTEM)10
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL11
PVC SCH 80 ELL12
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL13
PVC SCH 80 TEE OR ELL14
MAINLINE PIPE15
3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL16
PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN CONTROL ZONE KIT)17
PVC UNION18
BRICK (1 OF 4)19
C
1
2" CLEAR2"2 3
4
5
6
7
8 910
11
12 13
14
15
16
17
REMOTE CONTROL VALVE
SCALE:N.T.S
CONTROL VALVE1
FINISH GRADE OF TURF2
FINISH GRADE OF SHRUB
AREA
3
3M DBY-6 DIRECT BURY
SPLICE KIT W/ SCOTCHLOK
SPRING CONNECTORS
4
PVC SCH 80 ELL5
PVC SCH 80 MAIL
ADAPTER (TWO
REQUIRED)
6
PVC SCH 80 NIPPLE7
CHRISTY VALVE
SEQUENCE TAG
8
MULCH BED9
PLASTIC RECTANGULAR
VALVE BOX WITH BOLT
DOWN COVER, USE
STAINLESS BOLT, NUT AND
WASHER. BOX TO BE
PLACED AT RIGHT ANGLE
TO HARDSCAPE EDGE.
HEAT BRAND "RCV" AND
CONTROL STATION #
ONTO LID
10
ONE CUBIC FT. CRUSHED
ROCK
11
P.V.C. MAINLINE12
P.V.C. SCH 80 TEE13
COMMON AND CONTROL
WIRES
14
24" MIN. EXPANSION LOOP15
SCH 80 UNION (SxS)16
FILTER FABRIC17
D 4"MIN.QUICKPAD FASTENING BRACKET (2)1
BRASS ELL 902
POLAR BEAR COVER (IF SPECIFIED)3
V.I.T. STRONGBOX SBBC SERIES
ENCLOSURE PER LEGEND & SPECS
4
BACKFLOW PREVENTER PER
LEGEND & SPECS
5
PRESSURE REGULATOR PER
IRRIGATION LEGEND (IF SPECIFIED)
7
FILL INSIDE BASE WITH PEA GRAVEL8
SCH 80 PVC TO MASTER VALVE9
SCH 80 FEMALE ADAPTER10
BRASS NIPPLE11
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
12
V.I.T. STRONGBOX QUICKPAD
- 3/16" MIN. THICKNESS
ALUMINUM POWDER COATED
PREFORMED PAD - MODEL
#QP-30BF
13
SCH 80 PVC TO METER14
BRASS NIPPLE LINE SIZE TYP. X 6"
LONG MIN.
6
NOTES:
1. INSTALLATION MUST CONFORM TO LOCAL CODES
2. CONTRACTOR MUST PROVIDE BACKFLOW
CERTIFICATION
3. LOCATE BACKFLOW IN PLANTER WHERE POSSIBLE
4. PROVIDE HASP W/ MASTER #2526 PADLOCK
2
3
4
5
6
7
91110113"18"1014
BALL VALVE15
15
12
16
1
8
13
V.I.T. STRONGBOX QUICKPAD
SUPPORT BASE - MODEL
#QP-30BF
16
FINISH GRADE17
17
REDUCE PRESSURE BACKFLOW PREVENTER
SCALE:N.T.S.VIEWE 4" CLR.MIN.2"CLRNOTE: DO NOT CUT ADDITIONAL HOLES IN BOX.
TO FLOW SENSOR
MASTER VALVE TO FLOW SENSOR
SCALE:N.T.S.SECTION
1
2 3 4
5
6
7
8
9 7
10
11
12
MASTER CONTROL VALVE1
FINISH GRADE2
JUMBO PLASTIC VALVE BOX - W/ LOCKING COVER
BRANDED 'MV' ON COVER
3
'3m DBY-6' ELECTRICAL CONNECTORS4
PVC MALE ADAPTER - (2) REQ.5
PVC SCH. 80 - 45° ELL - (2) REQ.6
SCH 80 SUPPLY LINE SECTION7
1-1/2 CUBIC FT. CRUSHED ROCK8
COMMON & CONTROL WIRES BACK TO
CONTROLLER IN CONDUIT (LMD ONLY)
9
24" MIN. EXPANSION LOOP10
FILTER FABRIC11
CHRISTY ID TAG (ID-MAX-P-2-RC-006)12
F
5 PIPE DIA10 PIPE DIA
FLOW SENSOR TO MASTER VALVE
SCALE:N.T.S.SECTION
1
2
3
456
78
9
10
11
12
1" IN TURF AREAS2" IN SHRUB AREAS4"CLR.2"CLR.FINISH GRADE1
1" ELECTRICAL CONDUIT & SWEEP ELLS2
PLASTIC VALVE BOX, W/ LOCKING COVER. HEAT
BRAND "FS" ONTO COVER
3
FLOW SENSOR - SEE LEGEND FOR
SPECIFICATIONS
4
PVC MAIN LINE TO MASTER VALVE. LENGTH PER
SPECS AND PLAN.
5
PVC MALE ADAPTER (2 REQ.)6
TWO CUBIC FOOT ¾" CRUSHED ROCK7
FILTER FABRIC8
BELDEN #9883 CABLE (SENSOR LEADS TO DATA
RECORDER)
9
CONDUIT BUSHING10
3M DBY-6 DIRECT BURY SPLICE KIT W/ SKOTCHLOK
SPRING CONNECTORS
11
PVC MAINLINE PIPE PER SPECIFICATION12
13
PVC SCH. 80 - 45° ELL- (2) REQUIRED13
G 18" MIN.1 FINISH GRADE
4" MIN.2 PVC UNION
3 RECTANGULAR PLASTIC VALVE BOX,
W/ LOCKING COVER BRANDED "GV"
4 GATE VALVE OR BALL VALVE W/
ROUND HANDLE (AS SPECIFIED)
5 PVC MAIN LINE
6 PVC MALE ADAPTER (2 REQUIRED)
7 ONE CUBIC FOOT ¾" CRUSHED ROCK
8 8" DIA. CL. 160 PVC SLEEVE W/ FLARED
BOTTOM CONTACTING SUPPLY LINE
1 3
7
4
5
6
NOTE:
INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH
GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS
9 PVC FEMALE ADAPTER
9
2
8
10 FILTER FABRIC
10
BALL OR GATE VALVE - 2 1/2" OR LESS
SCALE:VIEWN.T.S.H QUICK COUPLER
SCALE:N.T.S.SECTION4" MIN.3"NOTE:
TEFLON TAPE ALL CONNECTIONS
1 2
3
4
5
6
7
8
9
10
11
12
13
FINISH GRADE IN TURF AREAS1
PLASTIC ROUND VALVE BOX WITH
BOLT DOWN COVER, USE STAINLESS
BOLT NUT AND WASHER. HEAT
BRAND "QC" ONTO LID. SEE LEGEND
/ SPECS FOR BOX COLOR
2
QUICK COUPLER KEY WITH MALE
HOSE BIB CONNECTION AS SHOWN,
KEY MUST CLEAR VALVE BOX
3
FINISH GRADE IN SHRUB AREAS4
QUICK COUPLER VALVE SEE LEGEND
FOR SPEC.
5
STAINLESS PUNCH LOK CLAMPS (2
REQ.)
6
BRASS NIPPLE (LENGTH AS REQ.)7
BRASS TRIPLE SWING JOINT (SIZE
PER QCV USE TWO BRASS STREET ELLS, ONE
THREADED ELL FORASSEMBLY
8
MAINLINE (SEE LEGEND/SPECS.)9
#4 x 36" REBAR STAKE10
LANDSCAPE FILTER FABRIC11
3/4" ROCK, 1 CUBIC FT12
SCH 80 TEE (SXSXT)13
I CONTROLLER ASSEMBLY - ISA6 TOP ENTRY
SCALE:SECTION / ELEVATIONNTS
* NOTE ALL GROUNDING REQUIREMENTS FOR
CONTROLLER ASSEMBLIES SHALL CONFORM
TO LOCAL ELECTRICAL CODES.
IMPERIAL ASSEMBLY WITH CONCRETE BASE IMPERIAL ASSEMBLIES 16" TOP ENTRY
SATELLITE ASSEMBLY NEMA 3R RAINPROOF
ENCLOSURE (UL LISTED)
1
CONTROLLER2
POWER SWITCH/GFI RECEPTACLE3
MASTER VALVE RELAY ASSEMBLY OR PUMP
START RELAY ASSEMBLY (OPTIONAL)
4
TERMINAL BOARD5
REMOTE RECEIVER CONNECTOR6
1" PVC CONDUIT FOR 120 VAC FROM METERED
POWER SUPPLY
7
PVC CONDUIT FOR CONTROL WIRES, SIZE AS
REQUIRED
8
FILL VOIDS WITH 3/8" PEA GRAVEL9
1-1/4" PVC CONDUIT FOR FLOW SENSOR CABLE
PAIGE CABLE P - 7162 - D
10
POURED CONCRETE BASE11
12
FINISH SURFACE - REFER TO PRECISE
GRADING PLAN
12
COMPACTED SUB-GRADE PER
GEO-TECHNICAL SOILS REPORT
13
REMOTE
25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
IMPERIAL10748-001 ASS
W1
W2J21
3
37
20TB2TB
1
J31
12
J 4
1
12
J 1
J 4
1
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48W1W2TB
2TB1 J21
12J 3112
FS(RED)
FS(BLK)
24 VAC
RS
RS
TW
TW
PUMP
MV(HOT)
MV COM
COM
COM
1
2
3
4
5
6
7
8
9
10
11
12
37
20J 1
J 4
1 W3J 4112
TB313
14
15
16
17
18
19
20
21
22
23
24
BYPASS SLAVE
HOT
COM
IMPERIAL10T24-001 ASSK1F1TB4SW1
2'-0"
6"
MIN.12"38"16"
1
2 3
4
5
67
8
9
10
11
13
J PIPE SLEEVING AND TRENCHING
SCALE:N.T.S.SECTION
SAND BACKFILL
SCH. 40 P.V.C. OR SCH 80,
SEE NOTES ABOVE, 2X
LINE SIZE
CONTROL WIRES USE
SEPARATE P.V.C. SCH 40
SLEEVE UNDER ALL
PAVING 2 ½" MIN.
MAINLINE
MAIN LINE
CONTROL WIRES
TAPED AT 10'
INTERVALS BELOW
MAINLINE
MAIN LINE AND CONTROL WIRES IN
AVERAGE SOIL CONDITIONS
DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5 1/2" SIZE
A
18"
24"
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
24" 4"
LATERAL PIPES
DIMENSION
ALL HEADS (UNLESS
OTHERWISE SPEC'D)
A
12"
FINISH SURFACE
PAVING
SUBBASE
FINISH GRADE
FINISH GRADE
LATERAL LINE-
SEE SECTION 'B'
FOR UNDER
PAVING
CONDITION.
SECTION C
SECTION A
SECTION B
NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL
CLEARANCE BETWEEN PARALLEL PIPES. COMPACT TRENCH BACKFILL TO
COMPACTION SAME AS ADJACENT AREAS AND TO 90% COMPACTION IN
PAVED AREAS.
'A' IS MEASURED BELOW
AGGREGATE BASE OF
PAVING
SECTION A SECTION B
SECTION C
B B
B
A
A
A
6" SIZE or GREATER 24"
SLEEVES UNDER ROADS / PAVING:
6" DIA OR LESS 36" COVER
GREATER THAN 6" 48" COVER
SCH 80 PVC
SLEEVES UNDER PAVING(NON-ROAD)
LESS THAN 3" DIA. 18" COVER
3" - 5 1/2"24" COVER
6" OR GREATER 36" COVER
SCH 40 PVC
WARNING TAPE -
SEE NOTE BELOW
12"K
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/8/2020
IRRIGATION DETAILS
8
4.b
Packet Pg. 115 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
RAIN BIRD 1804-PRS-1400 FLOOD 1401 70 30 B/8
FLOOD BUBBLER 4.0" POPUP WITH PRESSURE REGULATING
DEVICE.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 8 C/8
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT BELOW GRADE 8
PIPE TRANSITION POINT FROM 12" BURIED PVC LATERAL TO 4"
BURIED DRIP HEADER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 14,114 S.F. A/8
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PEB-PRS-D 5 D/8
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATOR MODULE.
RAIN BIRD 44-LRC 17 I/8
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 6 H/8
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 F/8
NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES
DIRTY WATER PROTECTION. AVAILABLE IN 3/4", 1", 1-1/4", 1-1/2",
2", 2-1/2" AND 3". PRESSURE REGULATION FEATURE.
FEBCO 825YALF 1-1/2"1 E/8
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `A` 1 J/8
PER CITY OF SAN BERNARDINO CFD REQUIREMENTS
FLOMEC QS200-15 1-1/2"1 G/8
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1
TO BE PROVIDED ON DRY UTILITY PLANS. 17+60 LITTLE LEAGUE
DRIVE
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,023 L.F.K/8
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 45.6 L.F.K/8
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 1,989 L.F.K/8
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 315.4 L.F.K/8
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1408140414021401
A
FS
E
W1
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND
NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP
A1 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.61 297.3 30 0.11 3.61 33.72 45.36 0.43 in/h
A2 RAIN BIRD PEB-PRS-D 1" BUBBLER 4.50 689.2 30 1.35 1.65 33.00 44.75 0.85 in/h
A3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 14.73 696.3 30 0.10 12.69 42.79 56.69 0.43 in/h
A4 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.57 880.7 30 0.11 6.36 36.47 48.84 0.43 in/h
A5 RAIN BIRD PEB-PRS-D 1" BUBBLER 3.00 886.0 30 0.20 1.50 31.70 43.37 0.85 in/h
A6 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 7.35 1,082 30 0.29 5.55 35.84 48.14 0.43 in/h
A7 RAIN BIRD PEB-PRS-D 1" BUBBLER 2.50 1,087 30 0.29 1.45 31.74 43.39 0.85 in/h
A8 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.12 1,390 30 0.11 6.06 36.16 48.87 0.43 in/h
A9 RAIN BIRD PEB-PRS-D 1" BUBBLER 3.00 1,396 30 0.21 1.50 31.71 43.44 0.85 in/h
A10 RAIN BIRD PEB-PRS-D 1" BUBBLER 4.50 1,615 30 0.57 1.65 32.22 44.22 0.85 in/h
A11 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.95 1,621 30 0.19 8.38 38.57 52.56 0.43 in/h
A12 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.13 131.4 30 0.09 3.13 33.22 45.61 0.43 in/h
A13 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.27 386.2 30 0.10 3.27 33.37 45.87 0.43 in/h
Common Wire 2,035
VALVE SCHEDULE
CRITICAL ANALYSIS
Generated:2020-06-23 22:06
P.O.C. NUMBER: 01
Water Source Information: WATER PRESSURE NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1-1/2"
Flow Available:40.32 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:81.00 psi
DESIGN ANALYSIS
Maximum Station Flow:14.81 gpm
Flow Available at POC:40.32 gpm
Residual Flow Available: 25.51 gpm
Critical Station:A3
Design Pressure:30 psi
Friction Loss:.09 psi
Fittings Loss:.01 psi
Elevation Loss:0.00 psi
Loss through Valve:12.69 psi
Pressure Req. at Critical Station: 42.80 psi
Loss for Fittings:0.16 psi
Loss for Main Line:1.61 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:11.24 psi
Loss for Master Valve:0.45 psi
Loss for Water Meter:0.43 psi
Critical Station Pressure at POC: 56.69 psi
Pressure Available:81.00 psi
Residual Pressure Available: 24.31 psi
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/8/2020
IRRIGATION LEGENDS & NOTES
9
DRIPLINE TUBING NOTES
1. THE PIPE TRANSITION POINT SHALL CONNECT TO A PVC PIPE
HEADER.
2. CONNECT DRIPLINE TUBING TO COMPRESSION TRANSITION
FITTING FROM POLYPIPE TO PVC.
3. POLYPIPE SHALL RUN IN STRAIGHT LINES AND END AT A PVC
EXHAUST HEADER.
4. DO NOT LOOP, WRAP OR COIL POLYPIPE IN PLANTING AREAS.
5. WHERE POLYPIPE NEEDS TO CONNECT TO POLYPIPE, USE
COMPRESSION TEE FITTINGS.
6. POLYPIPE SHALL BE BURIED A MIN. 2" BELOW GRADE SO TOP
OF GRADE IS ABOVE THE TOP OF THE PIPE.
7. USE DRIPLINE STAKES TO SECURE DRIPLINE IN TRENCHES.
8. FLUSH CAPS / VALVES SHALL BE PLACED AT THE LOW POINT
OF THE SYSTEM, PREFERABLY WHERE DRAINS ARE LOCATED
AND NOT ADJACENT TO THE BUILDING.
9. ONE AIR RELIEF VALVE SHALL BE INSTALLED PER DRIP VALVE
AT THE HIGH POINT OF THE SYSTEM
IRRIGATION NOTES:
MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN
SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE THE
DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE DRAWINGS.
CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED
NUMBER OF WIRES UNDER PAVING.
LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL
BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO
SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF
REJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE
OWNER'S REPRESENTATIVE.
120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE
PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL
CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS
OTHERWISE SPECIFIED.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS
AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS,
STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED
AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL
VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR
WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS,
STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR
REPLACE ITEMS DAMAGED BY WORK. SHALL ALSO COORDINATE WORK WITH
OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES
AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT
MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS
OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT
PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ANY REVISIONS NECESSARY.
SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE
INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL
INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO
INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE GRADES. IF
THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST
HEAD AND THE LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER
THE DETAIL. NO LOW HEAD DRAINAGE ALLOWED
CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE
PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS
CONTRACT.
THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER
THE SPECIFICATIONS.
PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE
LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR
EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION
OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES.
THE CONTRACTOR SHALL PROTECT WORK FROM DAMAGE AND THEFT AND
REPLACE ALL DAMAGED OR STOLEN PARTS AT THEIR EXPENSE UNTIL THE WORK IS
ACCEPTED IN WRITING BY THE OWNER.
THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND
THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH
POINT OF CONNECTION.
THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS
EQUIPMENT, MATERIALS AND RUBBISH.
PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI
FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT.
IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL
ACCEPTANCE OF THE WORK.
MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF
CALIFORNIA AND LOCAL CODES.
4.b
Packet Pg. 116 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
W
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W SSSSSSSSSSSSSSSSE
E
E
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E
E
E
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E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MAGNOLIA AVENUEB/16
B/16
B/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX 7 A/16
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW 5 A/16
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 23 A/16
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 71 C/16
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 115 C/16
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 86 C/16
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 81 C/16
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 195 C/16
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 27 C/16
TECOMA STANS / YELLOW BELLS 5 GAL LOW 19 C/16
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 152 C/16
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 19 C/16
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 1,152 SF E/16
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
1
1
NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
10
4.b
Packet Pg. 117 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
X
X
XXXEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPX
X XXXXWWWWW
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S SS
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SW
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W
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T
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TMAGNOLIA AVENUEB/16
B/16
B/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX 7 A/16
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW 5 A/16
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 23 A/16
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 71 C/16
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 115 C/16
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 86 C/16
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 81 C/16
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 195 C/16
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 27 C/16
TECOMA STANS / YELLOW BELLS 5 GAL LOW 19 C/16
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 152 C/16
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 19 C/16
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 1,152 SF E/16
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
11
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
1
0
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
1
2
NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
4.b
Packet Pg. 118 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
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EMAGNOLIA AVENUEB/16
B/16
B/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX 7 A/16
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW 5 A/16
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 23 A/16
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 71 C/16
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 115 C/16
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 86 C/16
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 81 C/16
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 195 C/16
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 27 C/16
TECOMA STANS / YELLOW BELLS 5 GAL LOW 19 C/16
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 152 C/16
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 19 C/16
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 1,152 SF E/16
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
12
MATCHL
I
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-
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E
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E
E
T
1
3
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
1
1
NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
4.b
Packet Pg. 119 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
R-01 WWWWWWWWWWWWW
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LITTLE LEAGUE DRIVE
B/16
B/16
B/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
D/16
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX 7 A/16
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW 5 A/16
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 23 A/16
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 71 C/16
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 115 C/16
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 86 C/16
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 81 C/16
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 195 C/16
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 27 C/16
TECOMA STANS / YELLOW BELLS 5 GAL LOW 19 C/16
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 152 C/16
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 19 C/16
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 1,152 SF E/16
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
13
MATCHL
I
N
E
-
S
E
E
S
H
E
E
T
1
2
MATCHLINE - SEE SHEET 14NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
4.b
Packet Pg. 120 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
XXX
XXXXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPR-01 WWWWWWWWWWWWWWWWSCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS
LITTLE LEAGUE DRIVE
TREES BOTANICAL / COMMON NAME SIZE WUCOLS
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW
TECOMA STANS / YELLOW BELLS 5 GAL LOW
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
14MATCHLINE - SEE SHEET 13MATCHLINE - SEE SHEET 15NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
4.b
Packet Pg. 121 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
R-01WWW S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSWWWWWWWWWWWWWWWCS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS
LITTLE LEAGUE DRIVE
TREES BOTANICAL / COMMON NAME SIZE WUCOLS
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 24" BOX LOW
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW
TECOMA STANS / YELLOW BELLS 5 GAL LOW
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW
C
CS
E
T
W
PLANT LEGEND
SYMBOL DESCRIPTION
STREET LIGHT LOCATION
REFER TO SEPERATE PLAN BY OTHERS.
R-01
REFERENCE LEGEND
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 27/15/2020
SCALE: 1"= 20'NPLANTING PLAN
15MATCHLINE - SEE SHEET 14NOTE:
FOR PLANTING DETAILS & NOTES, SEE SHEET 16
4.b
Packet Pg. 122 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
8'-0"ROOTBALLDEPTH2X ROOTBALL
DIAMETER
2
3
5
6
7
8
NOTES:
1. STAKE TREE PERPENDICULAR TO DIRECTION
OF PREVAILING WIND.
2. ALL TREES IN TURF TO RECEIVE 18" DIA. OF
MULCH AROUND TRUNKS.
3. ROOT BARRIER IS REQUIRED WHERE TREE IS
5'-0" OR LESS FROM EDGE OF HARDSCAPE.
SEE ROOT BARRIER DETAIL.
12"
1
9
4 2"MIN.TREE PLANTING - DOUBLE STAKE (24"-36" BOX)
SCALE:NTS SECTION
TREE (SEE PLANTING LEGEND)1
CINCH TIE BY V.I.T. PRODUCTS (800) 729-1314. USE
CT24 FOR 5-15 GAL TREE, CT32 FOR 24"-36" BOX
TREE. PROVIDE (4) TIES PER TREE AND ALLOW 2"
MIN. TRUNK CLEARANCE.
2
SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE.
DO NOT MULCH ROOT CROWN
3
MULCH IN PLANTING AREA (SEE PLANTING NOTES,
THIS SHEET)
4
6" HIGH WATERING BERM5
FINISH GRADE6
(2) 2" DIAMETER x 10' LONG LODGE POLE TREE
STAKES - GREEN PRESERTATIVE TREATED, USE 3"
DIA. IN HIGH WIND EXPOSURE AREAS
7
PLANTING BACKFILL (SEE SPECS)8
WHERE TREES ARE INSTALLED IN TURF USE: TRIM
GUARD TREE TRUNK PROTECTOR #TG4 BY V.I.T.
PRODUCTS (800) 729-1314
9
A ROOT BARRIER
SCALE:NTS PLAN VIEW / SECTION
CL
SEE NOTE5'-0"5'-0"1"24"NOTE:
ROOT BARRIER IS REQUIRED
WHERE TREE IS 5'-0" OR LESS
FROM EDGE OF HARDSCAPE.
SECTION
PLAN
1
2
1
2
3
4
5
HARDSCAPE1
ROOT BARRIER
(SEE PLANTING NOTES)
2
TRENCH FOR ROOT
BARRIER ALONG EDGE OF
HARDSCAPE MAY BE SAME
AS IRRIGATION TRENCH
WHERE APPLICABLE
(BACKFILL SAME AS
ADJACENT MATERIAL)
3
SET TOP OF ROOT BARRIER
1" BELOW FINISH GRADE
4
TREE PLANTING PER PLANS
AND DETAILS
5
B SHRUB ON LEVEL GRADE
SCALE:NTS SECTION
2X ROOTBALL
DIAMETERROOTBALLDEPTH 1
2
3
6
5
4
SET TOP OF ROOTBALL
1" ABOVE FINISH GRADE
1
MULCH IN PLANTING AREA (SEE
PLANTING NOTES, THIS SHEET)
2
3" HIGH WATERING BERM3
FINISH GRADE4
PLANTING BACKFILL
(SEE SPECS)
5
SLOPE PLANTING HOLE TO
CORNERS
6
C
SHRUB SPACING
SCALE:NTS PLAN VIEW
NOTE:
LOCATE PLANTS EQUALLY PER
TRIANGULAR SPACING UNLESS
SHOWN OTHERWISE ON PLANS1/2 THEDISTANCEOF O.C.SPACINGEQUALEQUALEQUALEDGE OF HARDSCAPE
D GROUNDCOVER PLANTING
SCALE:NTS PLAN VIEW / SECTION1/2 THEDISTANCEOF O.C. SPACINGEQUAL EQUALEQUALEDGE OF HARDSCAPE12" MN.1
2
3
4
MULCH IN PLANTING AREA
(SEE PLANTING NOTES,
THIS SHEET) (SEE SPECS -
PROVIDE 3" IN ALL OTHER
AREAS BEYOND FLATS AND
CUTTINGS)
1
FINISH GRADE2
PLANTING HOLE3
PLANTING BACKFILL
(SEE SPECS)
4
E
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 26/24/2020
PLANTING DETAILS
16
PLANTING NOTES:
PRE-PLANT WEED CONTROL:
1. IF LIVE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK,
SPRAY WITH A NON-SELECTIVE SYSTEMIC CONTACT HERBICIDE, AS
RECOMMENDED AND APPLIED BY AN APPROVED LICENSED LANDSCAPE
PEST CONTROL ADVISOR AND APPLICATOR. LEAVE SPRAYED PLANTS
INTACT FOR AT LEAST FIFTEEN (15) DAYS TO ALLOW SYSTEMIC KILL.
2. CLEAR AND REMOVE THESE EXISTING WEEDS BY MOWING OR
GRUBBING OFF ALL PLANT PARTS AT LEAST 1/4" BELOW THE SURFACE
OF THE SOIL OVER THE ENTIRE AREA TO BE PLANTED.
3. AFTER IRRIGATION SYSTEM IS OPERATIONAL, APPLY WATER FOR FIVE
(5) TO TEN (10) DAYS AS NEEDED, TO ACHIEVE WEED GERMINATION.
APPLY CONTACT HERBICIDES AND WAIT AS NEEDED BEFORE PLANTING.
REPEAT, IF REQUIRED BY OWNER.
4. MAINTAIN SITE WEED FREE UNTIL FINAL ACCEPTANCE BY OWNER
UTILIZING MECHANICAL AND CHEMICAL TREATMENT.
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL STORM DRAIN, GAS, ELECTRICAL AND
ALL OTHER UTILITY LINES IN FIELD PRIOR TO THE INSTALLATION OF
TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY
CONFLICT WITH TREE LOCATIONS AND STORM DRAIN/UTILITY LINES.
ADJUSTMENTS WILL BE MADE ACCORDINGLY.
2. SOIL AMENDMENTS SHALL BE USED FOR INCREASED SOIL
PENETRATION AND PLANT HEALTH. SOIL AMENDMENTS AND
QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS
ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SEE
SPECIFICATIONS, FOR GENERAL PURPOSE SPECIFICATION. A MINIMUM
OF 2 CUBIC YARDS OF SOIL AMENDMENT SHALL BE USED PER 1000
SQUARE FEET OF PLANTER AREA. SUCH AMENDMENT SHALL BE TILLED
TO A 6" DEPTH.
3. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED
DIAGRAMMATIC. ALL APPLICABLE CITY SPECIFICATIONS AND
STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO
PLANTING.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS
PROTECTION OF ALL PLANT MATERIALS ON-SITE UNTIL TURNOVER.
5. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND VINES
SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO
PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR
REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF DEEMED
NECESSARY. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION
AND APPROVAL BY LANDSCAPE ARCHITECT.
6. ALL VINES AND ESPALIERS SHALL BE REMOVED FROM THEIR NURSERY
STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE
TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT PLANT
HEIGHTS ABOVE GRADE.
8. ALL SPECIMEN TREES ARE TO BE PRUNED AFTER PLANTING BY
LANDSCAPE CONTRACTOR.
9. LANDSCAPE ARCHITECT SHALL OVERSEE ALL PRUNING OPERATIONS.
10. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA
NURSERY ASSOCIATION WITH REGARD TO SIZE AND CONDITION.
MULCH NOTE:
1. INSTALL AGUINAGA GREEN 'FOREST FLOOR' 0-2" OR APPROVED EQUAL
IN ALL LANDSCAPE AREAS AND ON SLOPES. INSTALL TO A 2"
THICKNESS. CONTINUOUSLY MAINTAIN AND REPLACE AS NECESSARY
UNTIL ACCEPTANCE. PH: 1 (877) OC - MULCH
TREE PLANTING NOTES:
1. ALL TREES SHALL BE STAKED / GUYED PER APPROVED LANDSCAPE
STANDARD DETAILS. SEE PLANTING DETAIL SHEET.
2. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN
FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL
NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE
LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL BE
MADE ACCORDINGLY.
ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5'-0" OF HARDSCAPE AREAS (I.E., WALLS,
SIDEWALKS, BUILDINGS, STRUCTURES, ETC.) SHALL BE PLANTED WITH ROOT
BARRIERS. BARRIER SHALL EXTEND A MINIMUM OF 5'-0" ON EACH SIDE OF
TRUNK. PROVIDE 18" DEEP ROOT BARRIER ADJACENT TO PAVING. PROVIDE
24" DEEP ROOT BARRIER ADJACENT TO CURB. SEE PLANTING DETAIL SHEET
FOR ROOT BARRIER DETAIL.
PLANT QUANTITIES:
CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND HAVE
BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE HIS
OWN QUANTITIES FOR BID PREPARATION. ANY DISCREPANCIES IN PLANT
QUANTITIES AND SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT.
PLANT INSTALLATION
1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY ON-SITE
INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY PRIOR TO
PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT BY THE
DISCRETION OF THE LANDSCAPE ARCHITECT.
2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON
SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING PER
THE APPROVED PLANTING PLAN.
3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS TO
INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL .
WEED ABATEMENT (SLOPE AREAS ONLY)
WEED ABATEMENT SHALL BE PERFORMED FOR ALL GRADED SLOPES
SHOWN ON THE GRADING PLAN, PRIOR TO PLANTING.
1. WEED ABATEMENT MUST BE COMPLETED AT LEAST TWO WEEKS PRIOR
TO PLANTING AND HYDROSEED OPERATIONS.
2. THERE SHALL BE AT LEAST TWO (2) APPLICATIONS OF HERBICIDE.
3. THE SITE SHALL BE WATERED TO GERMINATE WEED SEEDS FOR TWO
WEEKS PRIOR TO HERBICIDE APPLICATION.
4. APPLY POST EMERGENT HERBICIDE AND LEAVE FOR A WEEK WITHOUT
WATER AND REMOVE DEAD PLANT MATERIAL PRIOR TO WATERING
AGAIN FOR THE SECOND APPLICATION OF POST EMERGENT HERBICIDE.
5. REPEAT WATERING FOR TWO WEEKS AND APPLYING POST EMERGENT
TO GEMINATED WEED MATERIAL.
6. REMOVE DEAD PLANT MATERIAL PRIOR TO PLANTING AND HYDROSEED
OPERATIONS BEGIN.
MAINTENANCE
1. ALL LANDSCAPE AND IRRIGATION SHALL BE MAINTAINED FOR A PERIOD
OF 90 DAYS AFTER INITIAL INSTALLATION, UNLESS OTHERWISE AGREED
UPON IN WRITING.
2. MAINTENANCE SHALL NOT BE TURNED OVER IN PHASES, UNLESS
OTHERWISE AGREED UPON IN WRITING.
3. SEE MAINTENANCE SPECIFICATIONS SHEET FOR COMPLETE
MAINTENANCE REQUIREMENTS, SCHEDULE AND TURN OVER.
4.b
Packet Pg. 123 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02810
IRRIGATION
1.GENERAL
1.01 DESCRIPTION
A.Scope of work: Provide all labor, materials, transportation, and services necessary to furnish and
install irrigation systems as shown on the drawings and described herein.
B.Related work in other Sections:
1.Landscape Fine Grading Section [02260]
2.Landscape Planting Section [02800]
3. Landscape Maintenance [02840]
4.Site and Street Furnishings [02945]
1.02 QUALITY ASSURANCE AND REQUIREMENTS
A.Permits and fees: The Contractor shall obtain and pay for any and all permits and all inspections as
required.
B.Manufacturer's directions: Manufacturer's directions and detailed drawings shall be followed in all
cases where the manufacturers of articles used in this contract furnish directions covering points not
shown in the drawings and specifications.
C. Ordinances and regulations: All local, municipal and state laws, rules and regulations governing or
relating to any portion of this work are hereby incorporated into and made a part of these
specifications, and their provisions shall be carried out by the Contractor. Anything contained in
these specifications shall not be construed to conflict with any of the above rules and regulations or
requirements of the same. However, when these specifications and drawings call for or describe
materials, workmanship, or construction of a better quality, higher standard, or larger size than is
required by the above rules and regulations, the provisions of these specifications and drawings
shall take precedence.
D.Explanation of drawings:
1. Due to the scale of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which
may be required. The Contractor shall carefully investigate the structural and finished
conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as
may be required to meet such conditions. Drawings are generally diagrammatic and indicative
of the work to be installed in such a manner as to avoid conflicts between irrigation system,
planting and architectural features.
2. The word, "Architect" as used herein shall refer to the Owner's authorized representative.
3.All work called for on the drawings by notes or details shall be furnished and installed whether
or not specifically mentioned in the specifications.
4.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such obstructions or differences
should be brought to the attention of the Owner's authorized representative. In the event this
notification is not performed, the irrigation Contractor shall assume full responsibility for any
revision necessary.
1.03 SUBMITTALS
A. Materials list:
1.The Contractor shall furnish the articles, equipment, materials or processes specified by name in
the drawings and specifications. No substitution will be allowed without prior written approval
by the Architect.
2. A complete material list shall be submitted prior to performing any work. The material list shall
include the manufacturer, model number and description of all materials and equipment to be
used.
3.Equipment or materials installed or furnished without prior approval by the Architect may be
rejected and the Contractor required to remove such materials at his own expense.
4. The approval of any item, alternate or substitute indicates only that the product or products
apparently meet the requirements of the drawings and specifications on the basis of the
information or samples submitted.
5.The manufacturer's warranties shall not relieve the Contractor of his liability under the
guarantee. Such warranties shall only supplement the guarantee.
B.Record and as-built drawings as required by Owner:
1.The Contractor shall provide and keep up-to-date a complete as-built record set of blueline
ozalid prints which shall be corrected daily and show every change from the original drawings
and specifications and the exact as-built locations, sizes and kinds of equipment. Prints for this
purpose may be obtained from the Architect at cost. This set of drawings shall be kept on the
site and shall be used only as a record set.
2. These drawings shall also serve as work progress sheets and shall be the basis for
measurement and payment for work completed. These drawings shall be available at all times
for inspection and shall be kept in a location designated by the Architect. Should the record set,
blue line or as-built progress sheets not be available for review or up-to-date at the time of any
inspection (refer to section 3.10 - Inspection Schedule), it will be assumed no work has been
completed and the Contractor will be assessed the cost of that site visit at the current billing rate
of the Architect. No other inspection shall take place prior to payment of that assessment.
3.The Contractor shall make neat and legible notations on the as-built progress sheet daily as the
work proceeds, showing the work as actually installed. For example, should a piece of
equipment be installed in a location that does not match the plan, the Contractor must indicate
that the equipment has been relocated in a graphic manner so as to match the original symbols
as indicated in the irrigation legend. The relocated equipment and dimensions will then be
transferred to the original as-built plan at the proper time.
4.Before the date of the final inspection the Contractor shall transfer all information from the
as-built prints to a sepia mylar or similar mylar material procured from the Architect. All work
shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for
use on mylar material. Such pen shall be similar to those manufactured by Rapidograph,
Kueffel & Esser or Faber Castell. The dimensions shall be made so as to be easily readable
even on the final controller chart (see section C). The original mylar as-built plan shall be
submitted to the Architect for approval prior to the making of the controller chart.
5.The Contractor shall dimension from two (2) permanent points of reference, building corners,
sidewalk or road intersections etc. the location of the following items:
a.Connection to existing water lines.
b.Connection to existing electrical power.
c.Gate valves.
d.Routing of sprinkler pressure lines (dimension max. 100' along routing).
e.Sprinkler control valves.
f. Routing of control wiring.
g.Quick coupling valves.
h.Other related equipment as directed by the Architect.
6. On or before the date of the final inspection the Contractor shall deliver the corrected and
completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the
responsibility of furnishing required information that may be omitted from the prints.
C. Controller charts:
1.As-built drawings shall be approved by the Architect before controller charts are prepared.
2.Provide one controller chart for each controller supplied.
3.The chart shall show the area controlled by the automatic controller and shall be the maximum
size which the controller door will allow.
4.The chart is to be a reduced drawing of the actual as-built sytem. However, in the event the
controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size
that will remain legible when reduced.
5.The chart shall be a blackline or blueline ozalid print and a different color shall be used to
indicate the area of coverage for each station.
6. When completed and approved, the chart shall be hermetically sealed between two pieces of
plastic, each piece being a minimum of 10 mils.
7.These charts shall be completed and approved prior to final inspection of the irrigation system.
D. Operation and maintenance manuals:
1.Prepare and deliver to the Architect within ten calendar days prior to completion of construction,
two hard cover binders with three rings containing the following information:
a.Index sheet stating Contractor's address and telephone number, list of equipment with
name and address of local manufacturer's representative.
b. Catalog and parts sheet on every material and equipment installed under this contract.
c.Guarantee statement.
d.Complete operating and maintenance instruction on all major equipment.
2.In addition to the above mentioned maintenance manuals, provide the Owner's maintenance
personnel with instructions for major equipment and show evidence in writing to the Architect at
the conclusion of the project that this service has been rendered.
Equipment to be furnished:
the conclusion of the project that this service has been rendered.
E.Equipment to be furnished:
1.Supply as a part of this contract the following tools:
a.Two (2) sets of special tools required for removing, disassembling and adjusting each type
of sprinkler and valve supplied on this project.
b.Two (2) five foot valve keys for operation of gate valves.
c.Two (2) keys for each automatic controller.
d.One (1) quick coupler key and matching hose swivel for every five (5) orr fraction thereof of
each type of quick coupling valve installed.
2.The above mentioned equipment shall be turned over to the Owner at the conclusion of the
project. Before final inspection can occur, evidence that the Owner has received material must
be shown to the Architect.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading
, unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle
which allows the length of the pipe to lie flat so as not to subject it to undue bending or concentrated
external load at any point. Any section of pipe that has been dented or damaged will be discarded
and, if installed, shall be replaced with new piping.
1.05 SUBSTITUTIONS
A.If the irrigation contractor wishes to substitute any equipment or materials for the equipment or
materials listed on the irrigation drawings and specifications, he may do so by providing the
following information to the Owner's authorized representative for approval:
1. Provide a statement indicating the reasons for making the substitution. Use a seperate sheet of
paper for each item to be substituted.
2. Provide descriptive catalog literature, performance charts and flow charts for each item to be
substituted.
3.Provide the amount of cost savings if the substituted item is approved.
B.The Owner's authorized representative shall have the sole responsibility in accepting or rejecting
any substituted item as an approved equal to the equipment and materials listed on the irrigation
drawings and specifications.
1.06 GUARANTEE
A.The guarantee for the sprinkler irrigation system shall be made in accordance with the attached
form. The general conditions and supplementary conditions of the specifications shall be filed with
the Owner or his representative prior to acceptance of the irrigation system.
B.A copy of the guarantee form shall be re-typed onto the Contractor's letterhead and contain the
following information:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free
from defects in materials and workmanship, and the work has been completed in accordance with
the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted.
We agree to repair or replace any defects in material or workmanship which may develop during the
period of one year from date of acceptance and also to repair or replace any damage resulting from
the repairing or replacing of such defects at no additional cost to the Owner. We shall make such
repairs or replacements within a reasonable time, as determined by the Owner, after receipt of
written notice. In the event of our failure to make such repairs or replacements within a reasonable
time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said
repairs or replacements made at our expense and we will pay the costs and charges therefore upon
demand.
PROJECT: _____________________________________
LOCATION: ___________________________________
_______________________________________________
SIGNED: ______________________________________
ADDRESS:.___________________________________
_______________________________________________
PHONE: _______________________________________
DATE OF ACCEPTANCE: ________________________
2.PRODUCTS
2.01 MATERIALS
A.General: Use only new materials of brands and types noted on drawings, specified herein or
approved equals.
B.PVC pressure mainline pipe and fittings:
1. Pressure mainline piping for sizes 2" and larger shall be PVC Class 315.
2.Pipe shall be made from NSF approved Type I, Grade I, PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements as set forth in Federal Specification
PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe).
3.Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent
welded joints.
4.Pipe shall be made from NSF approved Type I, Grade I Pvc compound conforming to ASTM
resin specification 1785. All pipe must meet requirements as set forth in Federal Specification
PS-21-70.
5.PVC solvent-weld fittings shall be schedule 40, 1-20, II-I NSF approved conforming to ASTM
test procedure D2466.
6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and
installation methods prescribed by the manufacturer.
7.All PVC pipe must bear the following markings:
a.Manufacturer's name
b. Nominal pipe size
c.Schedule or class
d.Pressure rating in P.S.I.
e.NSF (National Sanitation Foundation) approval
f. Date of extrusion
8.All fittings shall bear the manufacturer's name or trademark, material designation, size,
applicable I.P.S. schedule and NSF seal of approval.
C. PVC non-pressure lateral line piping:
1.Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints.
2.Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements set forth in Federal Specification
PS-22-70 with an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 and 2 of section 2.01B, all requirements for non-pressure
lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and
fittings as set forth in section 2.01B of these specifications.
D.Brass pipe and fittings:
1.Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification #WW-P-351.
E.Galvanized pipe fittings:
1.Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel
screwed pipe.
2.Fittings shall be medium galvanized, screwed, beaded, malleable iron. Galvanized couplings
may be merchant coupling.
3.All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of
Koppes #50 bitumastic.
F.Gate valves:
1.Gate valves 3" and smaller shall be 125lb. SWP bronze gate valve with screw-in bonnet,
non-rising stem and solid wedge disc.
2.Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze
handwheel.
3.Gate valves 3" and smaller shall be similar to those manufactured by NIBCO or approved equal.
4. All gate valves shall be installed per installation detail.
G. Quick coupling valves: Quick coupling valves shall have a brass two-piece body designed for
working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on
plans.
H.Backflow prevention units:
1.Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install
backflow prevention units in accordance with irrigation construction details.
2.Wye strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh
monel screen and shall be similar to Bailey #100B or approved equal.
Check valves:
monel screen and shall be similar to Bailey #100B or approved equal.
I.Check valves:
1.Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with
replaceable composition, neoprene or rubber disc and shall meet or exceed Federal
Specification WW-V-51D, Class A, Type IV.
2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and
outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field
adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the
Valcon "ADV" or approved equal.
J.Control wiring:
1.Connections between the automatic controllers and the electric control valves shall be made
with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for
each automatic controller. Common wires shall be white with a different color stripe for each
automatic controller. Install in accordance with valve manufacturer's specifications and wire
chart. In no case shall wire size be less than #14.
2. Wiring shall occupy the same trench and shall be installed along the same route as pressure
supply or lateral lines wherever possible.
3.Where more than one (1) wire is placed in a trench, the wiring shall be taped together at
intervals of ten (10) feet.
4.An expansion curl shall be provided within three (3) feet of each wire connection. Expansion
curl shall be of a sufficient length at each splice connection at each electrical control, so that in
case of repair, the valve bonnet may be brought to the surface without disconnecting the control
wires. Control wires shall be laid loosely in trench without stress or stretching of control wire
conductors.
5.All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rain Bird Snap-Tite
wire connector or approved equal. Use one splice per connector sealing pack.
6. Field splices between the automatic controller and electrical control valve will not be allowed
without prior approval of the Architect.
K. Automatic controllers:
1.Automatic controllers shall be of size and type shown on the plans.
2. Final location of automatic controllers shall be approved by the Owner's authorized
representative.
3. Unless other wise noted on the plans, the 120 volt electrical power to the automatic controller
location to be furnished by others. The final electrical hook-up shall be the responsibility of the
irrigation Contractor.
L.Electrical Control Valves:
1. All electric control valves shall be as shown on plans.
2.All electric control valves shall have a manual flow adjustment.
3.Provide and install one control box for each electrical control valve.
M.Control valve boxes:
1.Use 10" x 10-1/4" round box for all gate valves, Carson Industries #910-12B with green bolt-
down cover or approved equal. Extension sleeve shall be PVC -6" minimum size.
2.Use 9 -1/2" x 16" x 11" rectangular box for all electrical control valves, Carson Industries
1419-12B with green bolt-down cover or approved equal.
N.Sprinkler Heads:
1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation
with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or
specified in these special provisions.
2.Spray heads shall have a screw adjustment.
3.Riser units shall be fabricated in accordance with the details shown on the plans.
4.Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler
body.
5.All sprinkler heads of the same type shall be of the same manufacturer.
3.EXECUTION
3.01 INSPECTION
A.Site Conditions:
1.All scaled dimensions are approximate. The Contractor shall check and verify all size
dimensions and receive Architect's approval prior to proceeding with work under this section.
2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be
responsible for damages to utilities which are caused by his operations or neglect. Check
existing utilities drawings for existing utility locations.
3.Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO
interference with utilities or other construction or difficulty in planting trees, shrubs, and
groundcovers.
4.The Contractor shall carefully check all grades to satisfy himself that he may safely proceed
before starting work on the sprinkler irrigation system.
3.02 PREPARATION
A. Physical layout:
1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location
of sprinkler heads.
2.All layout shall be approved by Architect prior to installation.
3.Water Supply:
4.Sprinkler irrigation system shall be connected to water supply points of connection as indicated
on the drawings.
5.Connections shall be made at approximate locations as shown on the drawings. Contractor is
responsible for minor changes caused by actual site conditions.
B.Electrical Supply:
1.Electrical connections for automatic controller shall be made to electrical points of connection as
indicated on the drawings.
2.Connections shall be made at approximate locations as shown on drawings. Contractor is
responsible for minor changes caused by actual site conditions.
3.03 INSTALLATION
A. Trenching:
1.Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even
grade. Trenching excavation shall follow layout indicated on drawings and as noted.
2.Provide for a minimum of eighteen (18) inches cover for all pressure supply lines up to 2 1/2"
size.
3. Provide for a minimum of 36" cover for all pressure supply lines 3" and larger.
4.Provide for a minimum cover of twelve (12) inches for all lateral lines.
5.Provide for a minimum cover of eighteen (18) inches for all control wiring.
B.Backfilling:
1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be
carefully backfilled with the excavated materials approved for backfilling, consisting of earth,
loam, sandy clay, sand or other approved materials, free from large clods of earth or stones.
Backfill shall be mechanically compacted landscaped areas to a dry density equal to adjacent
undisturbed oil in planting areas. Backfill will conform to adjacent grades without dips, sunken
areas or other surface irregularities.
2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than
one-half (1/2") inch in size will be permitted in the initial backfill.
3.Flooding of trenches will be permitted only with approval of the Architect.
4.If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or
planting, or other construction are necessary, the Contractor shall make all required adjustments
without cost to the Owner.
C. Trenching and backfill under paving:
1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed
shall be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above
the pipe) and compacted in layers to 95% compaction using manual or mechanical tamping
devices. Trenches for piping shall be compacted to equal the compaction of the existing,
adjacent, undisturbed soil and shall be left in a firm, unyielding condition. All trenches shall be
left flush with the adjoining grade. The sprinkler irrigation Contractor shall set the place, cap and
pressure test all piping under paving prior to the paving work.
2.Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but, where
any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced
by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or
concrete shall be obtained from the Architect. No hydraulic driving will be permitted under
concrete paving.
3.Provide for a minimum cover of eighteen (18) inches between the top of the pipe and the bottom
of the aggregate base for all pressure and non-pressure piping installed under asphaltic
concrete paving.
Assemblies:
D. Assemblies:
1.Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines
(and various assemblies) in such a manner as to conform with the details per plans.
2.Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet.
3.Install all assemblies specified herein in accordance with respective detail. In the absence of
detail drawings or specifications pertaining to specific items required to complete work, perform
such work in accordance with best standard practice with prior approval of the Architect.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation.
Installation and solvent welding methods shall be as recommended by the pipe and fitting
manufacturer.
5.On PVC to metal connections the Contractor shall work the metal connections first. Teflon tape
or approved equal shall be used on all threaded PVC to PVC and on all threaded PVC to metal
joints. Light wrench pressure is all that is required. Where threaded PVC connections are
required, use threaded PVC adaptors into which the pipe may be welded.
E.Line clearance: All lines shall have a minimum clearance of six (6) inches from each other and from
lines of other trades. Parallel lines shall not be installed directly over one another.
F. Automatic controller: Install in stainless steel enclosure.
G. High voltage wiring for automatic controllers:
1. 120 volt power connection to the automatic controller shall be provided by the irrigation
Contractor.
2.All electrical work shall conform to local codes, ordinances and union authorities having
jurisdiction.
H. Remote control valves: Install where shown on drawings and details. When grouped together,
allow at least twelve (12") inches between valves. Install each remote control valve in a seperate
valve box. Each valve number shall be stenciled on valve box top with exterior paint.
I.Flushing of system:
1.After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion
work has been completed, and prior to installation of sprinkler heads, the control valves shall be
opened and full head of water used to flush out the system.
2.Sprinkler heads shall be installed only after flushing of the system has been accomplished to the
complete satisfaction of the Architect.
J.Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this
work shall be equivalent in all respects to those itemized.
1.Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall
the spacing exceed the maximum recommended by the manufacturer.
3.04 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep
the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not
relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified.
3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees the Contractor shall use
all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and
larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly
in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots
smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed,
making complete, clean cuts. Roots one (1) inch and larger in diameter shall be painted with two coats
of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty four (24) hours; where
this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or
canvas.
3.06 FIELD QUALITY CONTROL
A.Adjustment of the system:
1.The Contractor shall flush and adjust all sprinkler heads for optimum performance and to
prevent overspray onto walks, roadways and buildings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will provide proper and more
adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments
may also include changes in nozzle sizes and degrees of arc as required.
3.Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days
after notification by the Owner.
4.All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on
the plans.
B.Testing of irrigation system:
1.The contractor shall request the presence of the Architect in writing at least 48 hours in advance
of testing.
2.Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove
watertight. Note: Testing of pressure mainlines shall occur prior to installation of electric
control valves.
3.All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per
square inch and proved watertight prior to paving.
4.Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and
repeat test until entire system is proven watertight.
5.All hydrostatic tests shall be made only in the presence of the Architect or another duly
authorized representative of the Owner. No pipe shall be backfilled until it has been inspected,
tested and approved in writing.
6.Furnish necessary force pump and all other equipment.
7.When the sprinkler irrigation system is completed perform a coverage test in the presence of the
Architect to determine if the water coverage for planting areas is complete and adequate.
Furnish all materials and perform all work required to correct any inadequacies of coverage -
without bringing this to the attention of the Architect - due to deviation from plans or where the
system has been willfully installed as indicated on the drawings when it is obviously inadequate.
This test shall be accomplished before any ground cover is planted.
8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet
site requirements.
3.07 MAINTENANCE The entire sprinkler irrigation system shall be under full automatic operation for a period
of seven (7) days prior to any planting. The Architect reserves the right to waive or shorten the
operation period.
3.08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall
be removed from the site, all walks and paving shall be broomed or washed down, and any damage
sustained on the work of others shall be repaired to original conditions.
3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE
A.The Contractor shall operate each system in its entirety for the Architect at time of final observation.
Any items deemed not acceptable by the Architect shall be reworked to the complete satisfaction of
the Architect.
B.The Contractor shall show evidence to the Architect that the Owner has received all accessories,
charts, record drawings and equipment as required before final inspection can occur.
3.10 OBSERVATION SCHEDULE
A.Contractor shall be responsible for notifying the Architect in advance for the following observation
meetings, according to the time indicated:
1.Pre-job conference - 7 days.
2. Pressure supply line installation and testing - 48 hours.
3. Automatic controller installation - 48 hours.
4.Control wire installation - 48 hours.
5.Lateral line & sprinkler installation - 48 hours.
6. Coverage test - 48 hours.
7. Final inspection - 7 days.
B.When observations have been conducted by other than the Architect, show evidence in writing of
when and by whom these observations were made.
C. No site observations will commence without as-built drawings. In the event the Contractor calls for a
site visit without as-built drawings, without completing previously noted corrections or without
preparing the system for said visit, he shall be responsible for reimbursing the Architect at his
current billing rates per hour portal (plus transportation costs) for inconvenience. No further site
visits will be scheduled until this charge has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 26/24/2020
LANDSCAPE SPECIFICATIONS
17
4.b
Packet Pg. 124 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02800
LANDSCAPE PLANTING
1.GENERAL
1.01 GENERAL The requirements of the "General Conditions of the Contract" and of Division 1, "General
Requirements", shall apply to all work of this Section with the same force and effect as though repeated
in full herein.
1.02 SCOPE OF WORK
A. Work Included:
1. Providing and preparing soil and soil mixes.
2. Planting, including, trees, shrubs and sodded lawns.
3.Staking.
4. Tree Preservation.
B. Related Work Described Elsewhere:
1.Irrigation System Section [02810].
2. Landscape Finish Grading Section [02260].
3. Landscape Maintenance Section [02840].
1.03 QUALITY ASSURANCE
A.Source Quality Control:
1.Submit documentation to Landscape Architect at least forty-five (45) days after award of
Contract that all plant material is available. Contractor shall be responsible for all material listed
on plant list. Any and all substitutions due to availability must be requested in writing prior to
confirmation of ordering. All materials shall be subject to inspection by Landscape Architect at
any time after confirmation of ordering.
2.Plants shall be subject to inspection and approval of Landscape Architect at place of growth or
upon delivery for conformity to specifications, Such approval shall not impair the right of
inspection and rejection during progress of the work. Submit written request for inspection of
plant material at place of growth to Landscape Architect. Written request shall state the place of
growth and quantity of plants to be inspected. Landscape Architect reserves the right to refuse
inspection at this time if, in his judgment, a sufficient quantity of plants is not available for
inspection.
3. The Contractor shall submit specifications of any item being used on site upon the request of
the Landscape Architect.
B.Standards:
1.Provide plants and planting material meeting or exceeding specifications of Federal, State and
County laws requiring inspection for plant disease and insect control.
2.Provide quality and size conforming to current edition of "Horticultural Standards" for number
one nursery stock as adopted by the American Association of Nurserymen.
3.Provide plants which are true to name. Tag one of each bundle of lot with the name and size of
plants in accordance with the standards of practice of the American Association of Nurserymen.
4. In all cases, botanical names shall take precedence over common names.
C. Workmanship: Perform work in accordance with the best standards of practice for landscape work
and under the continual supervision of competent foreman capable of interpreting the drawings and
specifications.
D.Quantities and types: Plant materials shall be furnished in the quantities and / or spacing as shown
or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized and / or
described in the "List of Plant Materials," all as indicated on the drawings.
E.Verification of dimensions and quantities: All scaled dimensions are approximate. Before
proceeding with any work, carefully check and verify all dimensions and quantities and immediately
inform the Landscape Architect of any discrepancy between the drawings and/or specifications and
actual conditions. No work shall be done in any area where there is any such discrepancy until
approval for same has been given by the Landscape Architect.
F.Agricultural Soils Testing:
1.An analysis of existing on-site soil, import top soil, and light weight planter soil is required prior
to beginning planting work and purchasing the same products or materials.
2. The testing laboratory shall be Wallace Laboratories Inc. 365 Coral Circle, El
Segundo, CA 90245, 310•615•0116. Tests shall be paid for by the Owner. The quantity and
location of on-site soil samples to be tested shall be determined by the Landscape Architect
after rough grading operations are complete.
3.The quantity and location of on site soil samples to be tested shall be determined by the
Landscape Architect. Provide
1.04 JOB CONDITIONS
A.Perform actual planting only when weather and soil conditions are suitable in accordance with
locally accepted practice.
1.05 SUBMITTALS
A. Product data:
1.Materials list of items proposed to be provided under this Section.
2. Complete data demonstrating compliance with the specified requirements. This shall not in any
way be construed as permitting substitutions.
3.Submit samples of each of the materials listed in Part 2 - ‘Products' as determined by the
Landscape Architect.
B.Certification: Provide a certificate with each delivery of bulk material, stating the source, quantity,
and type of material and stating that the material conforms with the specified requirements.
1.For bulk delivered organic fertilizer, also show on the certificate of volume, net weight and
percentages of nitrogen and phosphorus and potassium.
2.For other fertilizers and soil conditions in containers, show on the certificate the total quantities
by weight and volume for each material.
1.06 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery:
1.Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed
chemical analysis, name, trademark, and conformance to State Law.
2.The Contractor shall furnish Landscape Architect with copies of receipts for all amendments
specified in Section 2.01 Materials or amended by the required Soils Report specified in Section
1.03 F.
Deliver all plants with legible identification labels.
a.Label trees, evergreens, bundles or containers of like shrubs, or groundcover plants.
b.State correct plant name and size indicated on plant list.
c.Use durable waterproof labels with water-resistant ink which will remain legible for at least
60 days.
d.Immediately remove from the job site all plants which are not true to name, and all materials
which do not comply with the specified requirements.
4.Protect plant material during delivery to prevent damage to root ball or desiccation of leaves.
5.The Contractor shall notify the Landscape Architect seven (7) days in advance of delivery of all
plant materials and shall submit an itemized list of the plant in each delivery.
B.Storage:
1.Store plant material in shade and protect from weather.
2.Maintain and protect plant material not to be planted within four (4) hours in a healthy, vigorous
condition.
C. Handling: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of
plant materials. Plant materials that have been damaged in any way will be discarded and, if
installed, shall be replaced with undamaged materials.
1.07 SAMPLES AND TESTS: Landscape Architect reserves the right to take and analyze samples of
materials for conformity to specifications at any time. Contractor shall furnish samples upon request by
Landscape Architect. Rejected materials shall be immediately removed from the site at Contractor's
expense. Cost of testing of materials not meeting specifications shall be paid for by Contractor.
1.08 GUARANTEE AND REPLACEMENT: Submit a written guarantee in approved form in compliance with
the related requirements of General Conditions guaranteeing the work of this section against any
defective materials and workmanship in compliance with the following terms, agreeing to replace any
defective materials and/or workmanship at no additional cost to the owner.
A.Trees and Palm Trees shall be guaranteed for a period of one year and shrubs, vines and ground
cover for a period of six months after final approval and acceptance of the project.
B. Any plant material which dies or which is not healthy or vigorous when it has received normal care
and maintenance shall be replaced within or at the end of the guarantee period and as specified in
the Landscape Maintenance Specifications.
C. Any trees or other plant materials that die-back and lose the form and size as originally specified,
shall be replaced even though they have taken root and are growing after the die-back.
D.The Contractor, when notified by the Landscape Architect, shall remove and replace all guaranteed
plant materials which for any reason fail to meet the requirements of the guarantee. Replacement
of material and plants shall be made to same specifications as required for original planting. All
replacements shall be guaranteed as specified for original materials from the actual date of the
planting of replacement material.
1.09 EXISTING TREES ‘TO BE PROTECTED IN PLACE'
A.When the site is ready for clearing, existing trees designated as ‘to remain' shall be protected form
land clearing equipment and construction work. Barricades shall be erected around the tree to
protect the entire dripline (an imaginary perpendicular line that extends downward from the
outer-most tip of the tree branches to the ground) of the tree.
B.The area around the tree protected by the barricade is there to keep heavy equipment off the tree
roots which can compact soil, damage roosts or scar the trunk. Grading away or in any way
damaging roots or adding fill (4 to 6 inches) can kill most trees.
C. The barricade should stand as a signal against certain practices: No storage of equipment inside
the barricade. No dumping of petroleum products, herbicides of other chemicals inside the
barricade. No burial of debris within 100 feet of barricades No fires within 100 yards of
barricades. The area underneath the valuable trees and inside the barricades should be cleared or
worked with hand tools.
D. All underground power, water, telephone lines, etc., should be outside the tree's dripline whenever
possible. Consulting an arborist about placement of trenches is vital.
E.Don't allow trees to stand in water. Submersion of the roots can kill trees.
F.If during the construction period any part of the tree becomes damaged, an arborist shall be retained
at the contractor's expense to examine, recommend and direct any necessary remedial measures to
save the tree.
G. If damage is due to negligent or careless construction practices and activities the contractor shall
replace the tree(s) with a healthy tree of like kind and size at the contractors expense.
1.10 ROOT BARRIER REQUIREMENT
A.All trees adjacent to paving, curbs, or bands (except for trees in tree grates) shall be installed with
linear root barriers. Root barrier products for trees adjacent to buildings, driveways, sidewalks, curbs,
gutters, and paving governed by or under the jurisdiction of the City, shall be that specified and
approved by the City and shall be installed in accordance with the City's standards and the
manufacturers specifications, recommendations, and details. See planting notes and details for
installation
1.11 TREE PLACEMENT AND LOCATION REQUIREMENTS
A. Trees shall be located not less than:
1.Twenty (20) feet back of beginning of curb returns at any street intersection.
2.Twenty (20) feet from lamp standards and power poles.
3.Ten (10) feet from fire hydrants.
4.Five (5) feet from service walks and driveways.
5.Five (5) feet from water meters.
2.PRODUCTS
2.01 Materials
A.The following organic, soil amendments and fertilizers are to be used for bid price basis only.
Specified amendments and fertilizer specifications will be made after rough grading operations are
complete and soil samples are tested by the Owner, see Section 1.03F.
B.All materials shall be of standard, approved and first-grade quality and shall be in prime condition
when installed and accepted. Any commercially processed or packaged material shall be delivered
to the site in the original unopened container bearing the manufacturer's guaranteed analysis.
Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by
analytical data from an approved laboratory source illustrating compliance or bearing the
manufacturer's guaranteed analysis:
C.Organic Amendment: Earthworks Soil Amendments, Inc. ‘Planting Mix', 310•802•8842
1.Planting Mix EarthWorks Planting Mix is pre-moistened blend of carefully selected organic
compost, aged forest products, premium peat moss, pumice and chicken manure which is
formulated for all landscape planting applications.
D.Soil Amendment:
1.Soil Sulfur: Agricultural grade sulfur containing a minimum of 99% sulfur (expressed as
elemental).
2.Iron Sulfate: 20% Iron (expressed as metallic iron), derived from ferric and ferrous sulphate,
10% sulfur (expressed as elemental).
3.Calcium Carbonate: 95% lime as derived from oyster shells.
4.Gypsum: Agricultural grade product containing 98% minimum calcium sulphate.
5.Amendment: Establish ‘by Earthworks Soil Amendment Inc., 310•802•8842. Earthworks
Establish is designated to be used as a pre-plant soil amendment and contains both soluble and
insoluble nutrients for immediate and long term fertilization as follows: Analysis: 1-1.3-6.3
1% Total Nitrogen 1.3% Available Phosphoric Acid 6.3% Soluble Potash 16% Calcium
1.5% Sulfur .75% Iron .06% Manganese Derived from: Rock Phosphate, composted
chicken manure, sulfate of potash, gypsum, worm castings and dairy manure compost.
E. Fertilizer:
1.Planting Fertilizer: Granular form fertilizer consiting of the following percents by weight by
Earthworks 7% nitrogen 1% phosphoric acid 7% potash
2.Gro-Power Planter Pot Fertilizer: Shall be Gro-Powers' controlled release fertilizer and soil
conditioner or equal in the following percents by weight. 12% nitrogen 8% phosphoric acid
8% potash 25% humus 5% humic acid
3.Planting Tablets:
a.Shall be slow released type with potential acidity of not more than 5% by weight containing
the following percentages of nutrients by weight: 20% nitrogen 10% phosphoric acid
5% potash 2.6% combined calcium 1.6% combined sulfur .35% iron (elemental) from
ferrous sulfate
b.Shall be 21 gram tablets as manufactured by Agriform or approved equal, applied per
manufacturer's instructions.
4.Palm Tree Planting Tablets: Shall be Gro-Power 9-3-9, 7 gram controlled-release tablets
containing the following percentages of nutrients by weight: 9% nitrogen 3% available
phosphoric acids 9% soluble potash 3% calcium 4% magnesium 2% Iron .05%
Manganese .05% Zinc 5% humic acids
5.Pre-Sod Fertilizer: Shall consist of the following percentage by weight and shall be mixed by a
commercial fertilizer supplier: 16% hydrogen 20% phosphoric acid 8% potash
6. Sulphate of potash: 0-0-50
7.Single Super-Phosphate: Commercial product containing 18-20% available Phosphoric
Pentoxide, or equal.
8. Urea Formaldehyde: 38-0-0
9.Humate plus conditioner by Tri-C Enterprises, 800•927•3311.
F.Import Top Soil: Silt plus clay content of the import soil shall not exceed 20% by weight with a
minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed
6 and the electrical conductivity (ECe) of the saturation extract of this soil shall not exceed 3.0
millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1
part per million as measured on the saturation extract. In order to insure conformance, samples of
the import soil shall be submitted to the agricultural soils testing laboratory (see section 1.03F) for
analysis prior to, and following, backfilling. Do not obtain top soil form areas in which are growing
noxious weeds such as morning glory oxalis Bermuda or nut grasses. Soil shall be free of
deleterious and / or harmful substances and properties.
G.Plant Material:
1.Plants shall be in accordance with the California State department of Agriculture's regulation for
nursery inspections, rules and rating. All plant materials shall have been inspected and
released by the County Agricultural inspector prior to delivery on the job. All plants shall have a
normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations,
plant diseases, sunscalds, fresh abrasions of the bark, excessive abrasions, or other
objectionable disfigurements. Tree trunks shall be sturdy and have well "hardened" systems
and vigorous and fibrous root systems which are not root or pot-bound. In the event of
disagreement as to condition of root system, the root conditions of the plants furnished by the
Contractor in containers will be determined by removal of earth from the roots of not less than
two plants or more than two percent of the total number of plants of each species or variety.
Where container-grown plants are from several sources, the roots of not less than two plants of
each species or variety from each source will be inspected. In case the sample plants inspected
are found to be defective, the Landscape Architect reserves the right to reject the entire lot or
lots of plants represented by the defective samples. The Landscape Architect is the sole judge
as to acceptability. Any plants rendered unsuitable for planting because of this inspection will
be considered as samples and will be provided at the expense of the Contractor.
2.The size of the plants will correspond with that normally expected for species and variety of
commercially available nursery stock or as specified on drawings. The minimum acceptable
size of all plants measured before pruning with the branches in normal position, shall conform
with the measurements, if any, specified on the drawings in the list of plants to be furnished.
Plants larger in size than specified may be used with the approval of the Landscape Architect,
but the use of larger plants will make no change in Contract price. If the use of larger plants is
approved, the ball of earth or spread of roots for each plant will be increased proportionately.
3.All plants not conforming to the requirements herein specified, shall be considered defective and
such plants, whether in place or not, shall be marked as rejected and immediately removed from
the site of the work and replaced with new plants at the Contractor's expense. The plants shall
be of the species, variety, size and conditions specified herein or as shown on the drawings.
Under no conditions will there be any substitutions of plants or sizes listed on the accompanying
plans, except with the express consent of the Landscape Architect.
4.Pruning: At no time shall trees, (excluding palm trees) or plant materials be pruned, trimmed or
topped prior to delivery and any alteration of their shape shall be conducted only with the
approval and when in the presence of the Landscape Architect.
5. Plant Material: Plant material shall be true to botanical and common name and variety as
specified in the latest edition of the "Annotated Checklist of Woody Ornamental Plants in
California, Oregon and Washington", published by the University of California School of
Agriculture.
6.Nursery Grown and Collected Stock:
a.Grown under climatic conditions similar to those in locality of project.
b.Container-grown stock in vigorous, healthy condition, not root-bound or with root system
hardened off.
c. Use only liner stock plant material which is well established in removable containers or
formed homogenous soil section.
7.Substitute plant material will not be permitted unless specifically approved in writing by the
Landscape Architect.
8.Sod: Shall be Marathon II by Southland Sod Farms and shall be well established, disease-free,
and weed-free sod in a healthy vigorous condition.
H.FIELD PROCURED PALMS
1.All palms shall be procured from C.L. Tree Company, 702•360•5148 (p), 702•360•5153 (f) and
shall be procured with the best horticultural practices.
2.Health and vigor: All palms shall possess foliage dark green in color, and showing signs of
continued growth and development of the Apical meristem. All trees shall be free of any insects
or disease and shall be sprayed and monitored prior to delivery to the site for diseases common
or known to effect the designated species.
3.Root ball dimensions shall be as follows:
a.Phoenix dactylifera ‘Deglet Noor': 8 to 16 feet of brown trunk - 3-1/2 foot cubed 17 to 25 feet
of brown trunk - 4 foot cubed 26 to 32 feet of brown trunk - 4-1/2 foot cubed 33 to 38 feet of
brown trunk - 5 foot cubed
b.Washingtonia robusta: 10 to 15 feet of brown trunk - 3 foot cubed 16 to 20 feet of brown
trunk - 4 foot cubed 21 to 30 feet of brown trunk - 4 1/2 foot cubed 31 to 40 feet of brown
trunk - 5 1/2 foot cubed 41 to 60 feet of brown trunk - 6 1/2 foot cubed
c.Please note: Aforementioned root ball specifications are the minimum allowances as
required by Landscape Architect on all balled and burlapped palm trees.
d.Brown trunk height is measured from the groundline to the base of the heart leaf.
4. Digging requirements:
a.All palms shall be dug by machinery limited to the following: a) Backhoe such as a Case
580C, Ford 555; b) Trencher such as a Ditch Witch RF40, etc., or by hand.
b.No trees shall be removed from any given field condition without excavating trees at the
properly specified root ball size or by means of any other type of excavation not outlined in
this section.
c. While excavating root balls, all consideration shall be given in keeping the root mass intact
and in a relatively moist condition. Anti-desiccants shall be applied to any severed roots
3/4" diameter and larger in sandy soils where any palm is to be procured. Burlapping of the
root mass is required during transport on hauls greater than 300 miles or on any palm
procured from a sandy soil condition. It is also understood that shade cloth or saran cloth
70% grade or better shall be wrapped around the crown and fronds of all palm trees, for
loads traveling greater than 300 miles.
5.Pruning procedure: With the use of hand loppers and hand pruning saws, 35% to 40% of palm
fronds shall be removed during the excavation period. This is required on all genus. Fronds shall
be removed after palms are approved by the Landscape Architect and under the direction of
Landscape Architect. All palm fronds shall be tied in an upright position with 2-ply twine. Twine
shall be tied horizontally across palm fronds. Twine is to be applied tight enough to remain tied
during all transporting 'healing in' and planting phases of work. All Washingtonia species shall
be skinned prior to loading. All Phoenix species shall be shaved prior to loading.
6. Disease control: As an inexpensive insurance policy, all palm fronds shall be sprayed with a
Benlate (R) and water drench (or an approved equal by a plant pathologist) prior to loading of
trees for transport to site or storage, where the 'healing in' phase of the procurement shall be
completed.
7.Loading of palms: All trees shall be loaded with hydraulic or conventional cranes. Front loaders,
fork lights, or tractors shall not load or unload any palm over eight foot of brown trunk. No chains
shall be considered in loading or in the unloading of palm trees. All rigging shall consist of the
highest quality wire rope, or on lightweight palms, nylon slings shall be considered. When
rigging is to be in contact with the trunk surface or pineappled crowns of palms, 2" x 6" number
3 grade or better lumber shall be placed between rigging and tree surface. This shall be done
under the direct supervision of the Landscape Architect and his representative. Boards shall be
situated between tree and rigging to avoid any possible scars or unsightly abrasions that may be
caused by the loading and unloading phase of work. All consideration shall be given in the
selection of a larger crane to facilitate loading, unloading and setting. This consideration shall
vary based on any given site situation and is solely the liability and responsibility of the
Contractor and his subcontractors.
Contractor and his subcontractors.
8. Transporting of palms: All palms traveling on state highways shall meet all licensing
requirements and abide by regulations governing any particular region where work is being
performed, including, but not limited to, overload permits, overlength permits and wideload
permits when transporting any cargo. 'Triple stacking' of any palms shall not be an acceptable
practice when transporting palms anywhere, in any state. Truck loads shall, as a matter of
course, conform to the highest standards and found to be acceptable to the Landscape
Architect and his representative.
I.Guying and Staking Materials:
1.Wood tree stakes: Lodge pole pine, full treated with Coppernapthanate Wood Preservative in
strict accordance with Federal Spec. TT-W-572 Type 1 Composition B, 2" (mm. nominal size)
diameter x 10' long, no split stakes. Stakes are to be free of loose knots or bends and are to be
pointed at one end.
2.Pipe Tree Stakes: Sch. 40 steel pipe, 1-1/2" diameter with cap, primed and painted before
installation with two coats flat black exterior enamel. Touch up in field to match shop condition.
3.Ties:
a.V.I.T. Products ‘Twist brace', 800•729•1314 TB-24 for 15 Gallon Trees TB-36 for 24" Box
Trees TB-42 for 36" Box Trees
b. Attach to Lodgepoles using galvanized nails.
4.Steel Guy Anchor: V.I.T. ‘Rapid Type Anchor' with installation in accordance with manufacturers
specifications and recommendations.
5.Guying Hardware: (a) Wire: 1/8" galvanized, (b) Hose: 1/2" new rubber hose, (c) U-Bolt
Cable clamps: galvanized, size as required, (e) Safety Sleeve: 1/2" white P.V.C. full length of
wire.
J.Tree Paint: Morrison Tree Seal, Cabort Tree paint, or equal.
K.Water: Furnished by Owner; transport as required.
L. Mulch:
1.‘Forest Floor' as supplied by Aguinaga Fertilizer, 949•786•9558.
2.The mulch shall consist of a woody bark material 2 inches or less in size.
M. Aluminum Headerboards:
1.Headerboards shall be ‘cleanline' 3/16" x 4" natural aluminum - mill finish supplied by Permaloc
Corp. 800•356•9660, 616•399•9600. 16'-0" sections to include (5) five 12" aluminum stakes. All
stakes shall be set below top of headerboard.
2.Compact grades adjacent to edging to avoid settling.
3.Corners: cut base of edging up half way and form a continuous corner.
4.Headerboards shall be furnished as shown on the drawings and herein specified. They shall be
laid true to line and grade, and in a workmanlike manner and in accordance with manufacturers
specifications and recommendations. Care shall be exercised in laying aluminum headers to
protect adjacent improvements, shrubbery and other properties from damage. All stakes shall
be placed on ground cover side of headerboard.
N.Sand: Washed silica sand.
O. Soil separator and drainage matting:
1.Mirafi 140N available from Whitecap Industries (714) 258-3300. (Or approved equal).
2.Warren's TerraBond #1114 Geotextile Fabric.
P. Tree transplant stimulant"
1.‘Super-Thrive' by Vitamin Institute
3.EXECUTION
3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY
A.Prior to excavation for planting or placing of stakes, locate all electric cables and conduits, storm
and sanitary sewer lines and all other utility lines so that proper precautions may be taken not to
damage such improvements. In the event of a conflict between lines and plant locations, promptly
notify the Landscape Architect. Failure to follow this procedure places upon the Contractor the
responsibility to repair damages at his own expense which result from work hereunder.
3.02 INSPECTION
A.Obtain owners certification that final grades to +0.10' have been established prior to commencing
planting operations. Provide for inclusion of all amendments, settling, etc. Landscape Contractor
shall be responsible for shaping all planting areas as indicated on plans or as directed by the
Landscape Architect.
B.Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs
for improper pruning.
C. Do not begin planting of trees until deficiencies are corrected or plants replaced.
3.03 PREPARATION
A.Soil Preparation:
1. After rough grading operations have ceased and finished grades have been established to
within .10', the soil shall be conditioned and fertilized in the following manner. Amendments shall
be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6" of
soil. The following organic, soil amendments and fertilizer rates, and quantities are to be used
for bid basis only. Specific planting specifications will be made after rough grading operations
are complete and soil samples are tested by the Owner per section 1.03F. Application
Rates (Per 1,000 square feet) 2 cu. yds. Earthworks ‘Planting
Mix' 70 lbs. Earthworks ‘Establish' 7 lbs. Earthworks 7-1-7 Fertilizer 10 lbs. Agricultural Gypsum
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 26/24/2020
LANDSCAPE SPECIFICATIONS
18
4.b
Packet Pg. 125 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
3.04 PLANTING INSTALLATION
A.General:
1.Actual planting shall be performed during those periods when weather and soil conditions are
suitable and in accordance with locally accepted practice, as approved by the Architect.
2.Only as many plants as can be planted and watered on that same day shall be distributed in a
planting area.
3.Containers shall be opened and plants shall be removed in such a manner that the ball of earth
surrounding the roots is not broken and they shall be planted and watered as herein specified
immediately after removal from the containers. Containers shall not be opened prior to placing
the plants in the planting area.
4.Plant locations shown on the Drawings are tentative and subject to minor modification in the
field as directed by the Landscape Architect. Make such modifications of location at no
additional cost to the Owner.
B.Pre-Plant Weed Control:
1.If live perennial weeds exist on site at the beginning of work, spray with a non-selective
systemic contact herbicide, as recommended and applied by an approved licensed landscape
pest control advisor and applicator. Leave sprayed plants intact for at least fifteen (15) days to
allow systemic kill.
2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 1/4"
below the surface of the soil over the entire area to be planted.
3.After irrigation system is operational apply water for five (5) to ten (10) days as needed, to
achieve weed germination. Apply contact herbicides and wait as needed before planting.
Repeat, if required by Architect.
4.Maintain site weed free until final acceptance by Owner utilizing mechanical and chemical
treatment.
C. Lay-Out of Major Locations:
1. Locations for plants and outlines of areas to be planted shall be marked on the ground by the
Contractor before any plant pits are dug. All such locations shall be approved by the Landscape
Architect. If underground construction or utility line is encountered in the excavation of planter
pits, other locations for planting may be selected by the Landscape Architect. Layout shall be
accomplished with flagged grade stakes indicating plant names and specified container size on
each stake. It shall be the contractors responsibility to confirm with the owner's superintendant
and governing agencies the location and depth of all underground utilities, and obstructions.
D.Planting of Trees and Shrubs:
1.Excavation for planting shall include the stripping and stacking of all acceptable topsoil
encountered within the areas to be excavated for trenches, tree holes, plant pits and planting
beds.
2.Excess soil generated from the planting holes and not used as backfill or in establishing the final
grades shall be removed from the site.
3.Protect all areas from excessive compaction when trucking plants or other material to the
planting site.
4.Center plant in pit or trench.
5.Face plants with fullest growth into prevailing wind.
6. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots.
7.The planting pits for 24" box and larger Containers should be excavated twice the diameter and
two feet deeper than the rootball with roughed-in sides. No prepared backfill mix shall be placed
under rootball. In addition, for trees not planted in tree grates, install a flexible 4" corrugated,
perforated drain pipe with soil fabric sock surrounding base of plant pit. Provide a snap tee
connection and riser extension to finish grade and install a snap end cap. As determined in field,
if percolation rate is less than 2" / hr. additional 6" diameter auger holes at diagonal corners of
plant pit shall be made to the depth of 4' below rootball and filled with 3/4" crushed rock and
covered with filter fabric.
8.Container plants shall be backfi1led with a thoroughly mixed blend of the following: 7 parts by
volume on-site soil 3 parts by volume Earthworks ‘Planting Mix' 4 lbs. Earthworks 7-1-7 fertilizer
mix per cu. yd. of mix 40 lbs. Earthworks ‘Establish' per cu. yd. of mix 10 lbs. Agricultural
Gypsum per cu. yd. of mix Humate plus conditioner in the following rates: 1 tsp. per 1 Gallon
conditioner 1 tbsp. Per 5 Gallon conditioner 3 tbsp. Per 15 Galloon conditioner 1/4 cup
per 24" Box 1/2 cup per 36" box The preceding is for bid basis only and specific backfill
specifications will be made after rough grading operations are complete and soil samples are
tested by Owner.
9. Palm Tree Planting:
a.All planting pits for palm trees shall be a minimum of two feet greater than any side of the
root ball with ‘roughed-up' sides in the planting pit. Trees shall be planted perpendicular to
grade and plumbed under the direction of the Landscape Architect after planting. In finished
grades other than a one to one condition (level ground), trees shall be set differently
contingent upon the given grade condition. The sand backfill shall be applied in 6" lifts
(layers) and jetted with water, by the use of a high pressure nozzle and hose. At least 80%
compaction is required in the planting pits of all palm tree genus. 80% compaction may be
achieved with the assistance of pneumatic tampers. Any adjustments necessary to
straighten palms due to poor compacting shall be made by the Contractor at no charge to
the Owner within twelve months after final acceptance of the project. Refer to the planting
details, for the provision and requirements of augered holes in bottom of planting pit.
b.Palm tree plants shall be backfilled with: 100% washed, plaster or concrete sand free of all
deleterious matter or chemicals which may inhibit or otherwise harm the health, vigour and
growth of the Palm Trees.
10.All plants which settle deeper than the surrounding grade shall be raised to the correct level.
After the plant has been placed, additional backfill shall be added to the hole to cover
approximately one-half of the height of the root ball. At this stage, water shall be added to the
top of the partly filled hole to thoroughly saturate the root ball and adjacent soil.
11.Can Removal:
a.Cut cans on two sides with an acceptable can cutter.
b. Do not injure root ball.
c. Do not cut cans with spade or ax.
d.After removing plant, superficially cut edge roots with knife on three sides.
12. Box Removal:
a.Remove bottom of plant boxes before planting.
b.Remove sides of box without damage to root ball after positioning plant and partially
backfilling.
13. Plant Tablets:
a.After the water has completely drained, planting tablets shall be placed in the tree and shrub
plant pits, no more than 1/3 the way up the rootball and spaced equally around the
perimeter approximately 2" from root tips, as indicated below: One tablet per one-gallon
container Two tablets per five-gallon container Three tablets per 15-gallon container Four
tablets per 24" box Five tablets per 30" box Six tablets per 36" box Seven tablets per 42"
box Eight tablets per 48" and those box sizes which are larger
b.After the surface water has drained Palm Tree Planting Tablets shall be placed, no more
than 1/3 the way up the rootball and spread equally around the perimeter approximately 2"
from the root tips, as follows: 30 Tablets per Palm Tree.
c.Planting tablets shall be set with each plant on the top of the root ball while the plants are
still in their containers so the required number of tablets to be used can be easily verified by
the Landscape Architect.
14. Backfill:
a.The remainder of the hole shall then be backfilled and tamped firm.
b.After backfilling, an earthen basin shall be constructed around each plant. Each basin shall
be of a depth sufficient to hold at least two (2) inches of water. The basins shall be
constructed of amended backfill materials. Remove basin in all turf areas after initial
watering
c.Make basin berms for trees and shrubs and from 5 gallon and larger containers at least 4"
high. Unless otherwise directed, make other mounds at least 2" high.
d.On slopes, construct half-mounds on the lower side if full mounds are not practical.
e.After watering, refill settlement within the basins to the required grade, using the specified
mix.
f.Watering basins shall be planted with ground cover in normal pattern.
15. Watering: Immediately after planting, apply water to each tree, vine and shrub in a moderate
hose stream in the planting basins, until the material about the roots is completely saturated
from the bottom to the top:
a.Provide thorough watering of ground cover by means of the irrigation system within one
hour after ground cover planting.
b. Apply water in such quantities, and at such intervals, as are required to keep the ground
moist at all times well below the root system of grass and other planting.
c.Provide hose watering for plants which cannot be efficiently watered with the irrigation
system.
16. Pruning:
a. Pruning shall be limited to the minimum necessary to remove injured twigs and branches.
Pruning may not be done prior to delivery of plants. Cuts over 3/4" in diameter shall be
painted with tree paint.
17.Staking and Guying: Staking of all trees shall be completed immediately after planting and in
accordance with the planting details. All stakes shall be installed plumb and as indicated in
details. Guying of any or all of the transplanted Pine Trees shall be at the discretion of the
Landscape Architect after on-site review of site and planting conditions.
E.Planting of Groundcovers:
1. Groundcover plants shall be grown in flats as indicated on the plans. Flat-grown plants shall
remain in those flats until transplanting. The flat's soil shall contain sufficient moisture so that it
will not fall apart when lifting the plants.
2.Groundcover shall be planted in straight rows and evenly spaced, unless otherwise noted, and
at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted
on the drawings.
3.Each rooted plant shall be planted with its proportionate amount of flat soil. Plantings shall be
immediately sprinkled after planting until the entire area is soaked to the full depth of each hole.
4.Care shall be exercised at all times to protect the plants after planting. Any damage to plants by
trampling or other operations of this Contract shall be repaired immediately.
F.Sod Planting:
1.Install sod within 24 hours after its delivery to the job site.
2.Preparing Soil: Remove rocks, weeds, debris from area to be sodded. Work up soil to a depth of
6 inches, and break up all clods. Soil prep all areas as noted elsewhere in specifications and
Section 3.03
3.Grading and Rolling: Carefully smooth all surfaces to be sodded. Roll area to expose soil
depressions or surface irregularities. Regrade as required.
4. Turn on irrigation system to moisten soil prior to laying
5.Fertilizing: Spread Turf Fertilizer (16-20-8) onto the soil evenly at the rate of one pound per 100
square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Do
not lay sod on dry soil.
6.Laying Sod: Lay first strip of sod slabs along a straight line (use a string in irregular areas). Butt
joints tightly, do not overlap edges. On second strip, stagger joints much as in laying bricks.
Use a sharp knife to cut sod to fit curves, edges, sprinkler heads.
7.Watering: Do not lay whole lawn before watering. When a conveniently large area has been
sodded, water lightly preventing drying. Continue to 1ay sod, and to water until installation is
complete.
8.Rolling Sod: After laying all sod, roll lightly eliminate irregularities and to form good contact
between sod and soil. Avoid a very heavy roller or excessive initial watering which may roller
marks.
9.Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least 8
inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted.
After sod is established, decrease frequency and increase amount of water per application as
necessary.
10.Replacement: Where sodded areas do not show a prompt and obvious indication of viability,
re-sod as originally specified at ten day intervals until an acceptable stand of grass is
established. Replace all dead or dying sod with equal material as directed by Landscape
Architect.
G.Pot Planting:
1.Place all plants as specified and as located on plans.
2.Backfill pot to within 1" of rim with a thoroughly mixed custom blend of the following or an
approved commercially mixed planter pot soil mix. 1 part by volume washed Silica sand 1 part
by volume Organic Amendment (Section 2.01C) 10 lbs 12-8-8 fertilizer per cubic yard of custom
mix or approved commercially mixed planter pot soil mix (if fertilizer is not already incorporated
into the commercial mix).
H.Pine Tree Transplanting: Contractor shall transplant existing pine trees in accordance with industry
standards and in a manner which does not harm the trees short and long term viability or
appearance. After planting each tree shall be watered with a solution of water
and ‘Super-Thrive' per the manufacturers specifications.
I.Mulch Cover: All groundcover, perennial, and annual beds to be dressed with 1 1/2" layer of mulch.
CLEAN-UP
A.After all planting operations have been completed, remove all trash, excess soil, empty plant
containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this
work shall be repaired and the ground left in a neat and orderly condition throughout the site.
Contractor shall pick up all trash resulting from this work no less frequently than each Friday before
leaving the site, once a week, and/or the last working day of each week. All trash shall be removed
completely from the site.
B.The Contractor shall leave the site area broom-clean and shall wash down all paved areas within
the scope of work area, leaving the premises in a clean condition. All walks shall be left in a clean
and safe condition.
OBSERVATION SCHEDULE
A.The Contractor shall be responsible for notifying the Landscape Architect in advance for the
following site visits, according to the time
1.Pre-job conference - 7 days
2. Final grade review - 48 hours
3. Plant material review - 48 hours
4. Plant layout review - 48 hours
5.Soil preparation and planting operations. One tree with each type of specified staking shall be
approved prior to planting of trees - 48 hours.
6. Pre-maintenance - 7 days
7. Final walk-through - 7 days
B.When observations are conducted by someone other than the Landscape Architect, the Contractor
shall show evidence in writing of when and by whom these inspections were made.
C. No site visits shall commence without all items noted in previous Observation Reports are either
completed or remedied, unless such compliance has been waived by the Owner. Failure to
accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor
responsible for reimbursing the Architect at his current billing rates per hour (plus transportation
costs). No further inspections shall be scheduled until this fee has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 26/24/2020
LANDSCAPE SPECIFICATIONS
19
4.b
Packet Pg. 126 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
20
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 26/24/2020
SECTION 02840
LANDSCAPE MAINTENANCE
GENERAL
1.01 GENERAL CONDITIONS AND DIVISION ONE
A.The general conditions, supplementary conditions and division one are hereby made a part of this
section.
1.02 SCOPE OF WORK
A.Work Specified in this Section: Furnish all labor, materials, equipment, and services required to
maintain the landscape in an attractive condition as specified herein for a period of 90 days.
B.Related Work Specified in other Sections:
1.Landscape planting - Section [02800]
2.Landscape irrigation - Section [02810]
1.03 QUALITY ASSURANCE
A.Work Force: Contractor's representative shall be experienced in landscape maintenance and shall
have received and education in ornamental horticulture.
1.04 MAINTENANCE PERIOD
A.The Contractor shall continuously maintain all areas involved in this contract during the progress of
the work and during the maintenance period until final acceptance of the work by the Owner's
authorized representative or Landscape Architect.
B.Improper maintenance or possible poor condition of any planting at the termination of the scheduled
maintenance period may cause postponement of the final completion date of the Contract.
Maintenance shall be continued by the Contractor until all work is acceptable.
C. In order to carry out the plant establishment work, the Contractor shall furnish sufficient men and
adequate equipment to perform the work during the plant maintenance period.
D.Start of Maintenance Criteria - Maintenance period shall not start until all elements of construction,
planting, and irrigation for the entire project are complete. Project shall not be segmented into
maintenance phases, unless specifically authorized in writing by the Owner's authorized
representative or Landscape Architect.
E.Where lawn areas have required re-sodding, maintain such re-sodded areas for at least 30 calendar
days unless otherwise approved by the Landscape Architect.
F.The Contractor shall request an inspection to begin the plant maintenance period after all planting
and related work has been completed in accordance with the Contract documents. A prime
requirement is that all groundcover and lawn areas be planted. If such criteria are met to the
satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to
establish the effective beginning date of the period.
G. Any day when the Contractor fails to adequately maintain planting, replace unsuitable plants or do
weed control or other work, as determined necessary by the Landscape Architect, will not be
credited as one of the plant maintenance working days.
H.The Contractor's maintenance period will be extended at no additional cost to the Owner if the
provisions required within the plans, specifications, and previously documented / noted deficiencies
are not filled or executed.
1.05 GUARANTEE AND REPLACEMENT
A.All plant material installed under the Contract shall be guaranteed against any and all poor,
inadequate or inferior materials and / or workmanship, as determined by the Landscape Architect,
shall be replaced by the contractor at his expense.
B.Any materials found to be dead, missing, or in poor condition during the maintenance period shall be
replaced immediately. The Landscape Architect shall be the sole judge as to the condition of
material. Material to be replaced within the guarantee period shall be replace by the Contractor
within fifteen (15) days of written notification.
C. The commencement of all Guarantees shall be noted in the Certificate of Substantial Completion
which shall be signed by Owner, Contractor and Landscape Architect.
1.06 SITE OBSERVATIONS
A.Normal progress site observation shall be requested by the Contractor from the Landscape
Architect at least seven (7) days in advance of an anticipated inspection. Inspections are as follows:
1.Commencement of maintenance. (Pre-maintenance)
2.Completion of maintenance period. (Final Walk-through)
B.All conditions noted in Landscape Planting Section shall apply herein.
FINAL ACCEPTANCE OF THE PROJECT
A.Prior to the date of the Final Walk-through, the Contractor shall acquire from the Landscape
Architect approved reproducible prints and final record from the job record set of all changes made
during construction, label said prints "As-Builts", and deliver to the Landscape Architect and as
required to any Local Agency. Prior to the date of final inspection, the Contractor shall deliver to the
Landscape Architect the "Landscape and Irrigation Guarantee" as required. Said Guarantee shall
be on the Contractors letterhead and dated the final acceptance date.
B.All turn-over items noted in other specification sections shall be delivered prior to a Final Walk-through.
PRODUCTS
2.01 MATERIALS
A.All materials used shall either conform to Landscape planting specifications in other sections or shall
otherwise be acceptable to the Owner. The Owner shall be given monthly record of all herbicides,
insecticides and disease control chemicals used.
B.Top dress fertilizer shall consist of the following percentages by weight and shall be mixed by a
commercial fertilizer supplier: 16% nitrogen 6% phosphoric acid 8% potash Unless
otherwise noted in a project Agricultural Soils Report.
C. Palm Tree Fertilizer shall be Gro-Power 9-3-9 controlled release Nitrogen and Potash with
Micronutrients manufactured by Gro-Power, 909•393•3744.
3.EXECUTION
3.01 MAINTENANCE: Maintenance shall be according to the following standards:
A.All areas shall be kept free of debris and all planted areas shall be weeded and cultivated at
intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization,
spraying and pest control, as may be required, shall be included in the maintenance period. Street
gutters shall be included within the debris / siltation removal program.
B.The Contractor shall be responsible for maintaining adequate protection of the area. Damaged
areas shall be repaired at the Contractor's expense.
C. Between the 15th day and the 20th day of the maintenance period, the Contractor shall reseed or
re-sod all spots or areas within the lawn where normal turf growth is not evident as determined by
the Owner's authorized representative.
3.02 TREE AND SHRUB CARE
A. Watering: Maintain a large enough water basin around plants so that enough water can be applied
to establish moisture through the major root zone. When hand-watering, use a water wand to break
the water force. Use mulches to reduce evaporation and frequency of watering.
B. Pruning:
1. Trees:
a.Prune trees to select and develop permanent scaffold branches that are smaller in diameter
than the trunk or branch to which they are attached which have vertical spacing of from 1811
to 48" and radial orientation so as not to overlay one another; to eliminate diseased or
damaged growth; to eliminate narrow V-shaped branch forks that lack strength; to reduce
toppling and wind damage by thinning out crowns; to maintain growth within space
limitations; to maintain a natural appearance; to balance crown with roots.
b.Under no circumstances will stripping of lower branches ("raising-up") of young trees be
permitted. Lower branches shall be retained in a "tipped back" or pinched condition with as
much foliage as possible to promote caliper trunk growth (tapered trunk). Lower branches
can be cut flush with the trunk only after the tree is able to stand erect without staking or
other support. Sucker growth shall be removed if deemed appropriate by the Owner's
authorized representative.
c. Evergreen trees shall be thinned out and shaped when necessary to prevent wind and
storm damage. The primary pruning of deciduous trees shall be done during the dormant
season. Damaged trees or those that constitute health or safety hazards shall be pruned at
any time of the year as required to eliminate these conditions.
2.Shrubs:
a.The objectives of shrub pruning are the same as for trees. Shrubs shall not be clipped into
balled or boxed forms unless such is required by the design and directed by the Architect.
b.All pruning cuts shall be made to lateral branches or buds or flush with the trunk. "Stubbing"
will not be permitted.
c.Staking and Guying: Remove stakes and guys as soon as they are no longer needed.
Stakes and guys are to be inspected to prevent girdling of trunks or branches and to prevent
rubbing that causes bark wounds. Replace all broken stakes and ties with specified
materials.
d.Weed Control: Keep basins and areas between plants free of weeds. Use recommended
legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use
mulches to help prevent weed seed germination.
e.Insect and Disease Control: Maintain a reasonable control with approved materials.
f.Fertilization:
1.Fertilize all planting areas with the following or as noted in project Soils Report:
a.At the end of the first 30-day and at 30-day intervals - 6lbs. Per 1,000 square feet of
top dress fertilizer. (2.01 B)
b.At the end of the maintenance period and at 30-day intervals should maintenance
period be extended - 6 lbs. per 1,000 square feet of top dress fertilizer. (2.01 B)
c.After application, water fertilizer down thoroughly.
2.Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly
under plant to drip line.
g.Replacement of Plants: Replace dead, dying and missing plants and plants of a size,
condition and variety acceptable to Owner's authorized representative at Contractor's
expense.
3.03 GROUND COVER CARE
A.Weed Control: Control weeds, with chemical systemic spray or by mechanical means so as to cause
minimal damage to planted materials.
B.Watering: Water enough that moisture penetrates throughout root zone and-only as frequently as
necessary to maintain healthy growth.
C. Fertilizing: Fertilize as specified under Tree and Shrub care.
D. Remove trash weekly.
E. Edge ground cover to keep in bounds and trim top growth as necessary to achieve an overall even
appearance.
F.Replace dead and missing plants at Contractor's expense.
3.04 LAWN AND TURF CARE
A. Mowing and Edging:
1.Mowing of turf shall commence when the grass has reached the manufactures/suppliers
recommended height for the specified species. Mowing will be at least weekly after the first cut
with a final mowing four days prior to the end of the maintenance period. Turf must be well
established and free of bare spots and weeds to the satisfaction of the Architect prior to final
acceptance. Mow turf with a reel or rotary type mower as appropriate for the specified lawn
species.
2. Excess grass clippings as determined by the Landscape Architect shall be picked-up and
removed from the site and premises.
3.Edges shall be trimmed at least twice monthly or as needed for neat appearance. Clippings
shall either be vacuumed or blown off walks.
B.Watering: Lawns shall I be watered at such frequency as weather conditions require to replenish
soil moisture below root zone and maintain healthy growth.
Fertilizing:Fertilizers specified under Tree and Shrub care.
D.Weed Control: if needed, control broad leaf weeds with selective herbicides.
E. Renovating:
1.If required, remove thatch by verticutting, preferably in the Fall but otherwise in the Spring. At
this time, fertilize with nitrate N and over-seed if deemed necessary by the Landscape Architect.
Over-seed species/variety shall be that required by the Landscape Architect and must precede
pre-emergent herbicides by at least four to six weeks.
2. Aerate compacted areas to improve water penetration whenever needed.
3.Where depressions are caused by vehicles, bicycles, animals, etc., the contractor shall fill with
topsoil and add specified mulch cover.
3.05 PALM TREE CARE
A.Maintain the palm trees so they remain in a vigorous and healthy state. Control weeds / around
weeds without using methods or chemicals which are potentially harmful to tree health.
B.Removal of fronds shall only be done under the supervision of a licensed / certified arborist and as
approved by the Landscape Architect.
C. Fertilize each Palm tree with the designated palm tree fertilizer (2.01 C) at a rate of 1/3 cup per
lineal foot of trunk height at the beginning of the maintenance period and again at the end or at a
minimum of every 90 days.
3.06 IRRIGATION SYSTEM
A.The Contractor shall check weekly all systems for proper operation. Lateral lines shall be flushed out
after removing the last sprinkler head or two at each end of the lateral. All heads are to be adjusted
as necessary for unimpeded coverage.
B.Set and program automatic controllers for seasonal water requirements. Give Owner's
representative a key to controllers and written instructions on how to turn off system in case of
emergency.
C. Repair all damages to irrigation system at Contractor's expense. Repairs shall be made within one
watering period.
LANDSCAPE SPECIFICATIONS
20
4.b
Packet Pg. 127 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
EXITLOOP
INSIDE AUTOREVERSE LOOP
SHADOW OR"C" LOOP
OUTSIDE AUTOREVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINS
IDE
AUTO
REVERSE
LOOP SHADOW
OR
"C"
LOOP OUTSIDE
AU
TO
REVERSE
LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOP
INSIDE AUTOREVERSE LOOP
SHADOW OR"C" LOOP
OUTSIDE AUTOREVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINS
IDE
AUTO
REVERSE
LOOP SHADOW
OR
"C"
LOOP OUTSIDE
AU
TO
REVERSE
LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPS S S SW
W W W W
W W WWW W
W W W W
WWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSUUU "A" STREETLITTLE LEAGUE DRIVE
"B" STREET "B" STREET
"B" STREET
"L" STREET
"L"
S
T
R
E
E
T
"H" STREET
"D" STREET "D" STREET "J" STREET
"K" S
T
R
E
E
T
"E" STREET "E" STREET "F" STREET "G" STREETMAGNOLIA AVENUEI-215 FREEWAY
CR
E
E
K
C
H
A
N
N
E
L
LOT 1
PLAN 5R
LOT 2
PLAN 4R
LOT 3
PLAN 6L
LOT 4
PLAN 4R
LOT 5
PLAN 5L
LOT 6
PLAN 6L
LOT 7
PLAN 6L
LOT 8
PLAN 4R
LOT 9
PLAN 5R
LOT 10
PLAN 6R LOT 11
PLAN 5R LOT 12
PLAN 4R
LOT 13
PLAN 6R
LOT 14
PLAN 5L
LOT 15
PLAN 6L
LOT 16
PLAN 4R
LOT 17
PLAN 5L
LOT 20
PLAN 5R
LOT 19
PLAN 4L LOT 18
PLAN 6R
LOT 55
PLAN 6R
LOT 54
PLAN 4R
LOT 53
PLAN 6L
LOT 52
PLAN 5L
LOT 51
PLAN 6RLOT 50
PLAN 4R
LOT 49
PLAN 5R
LOT 48
PLAN 6R
LOT 47
PLAN 5R
LOT 46
PLAN 4L
LOT 45
PLAN 6L
LOT 44
PLAN 4L
LOT 43
PLAN 5L
LOT 21
PLAN 5R LOT 22
PLAN 4R
LOT 23
PLAN 6L
LOT 24
PLAN 5R LOT 25
PLAN 4L
LOT 26
PLAN 6R
LOT 32
PLAN 5R LOT 31
PLAN 4L LOT 30
PLAN 6L
LOT 29
PLAN 5R
LOT 28
PLAN 6L
LOT 27
PLAN 4L
LOT 42
PLAN 5R
LOT 41
PLAN 6L
LOT 40
PLAN 5R LOT 39
PLAN 6L
LOT 38
PLAN 4L
LOT 57
PLAN 2L
LOT 56
PLAN 5R
LOT 33
PLAN 6L
LOT 33
PLAN 5R
LOT 35
PLAN 4R
LOT 36
PLAN 5R
LOT 37
PLAN 6R
LOT 81
PLAN 1L
LOT 82
PLAN 2R
LOT 83
PLAN 3L LOT 84
PLAN 1R LOT 85
PLAN 2L
LOT 86
PLAN 1R LOT 87
PLAN 3R
LOT 88
PLAN 3L
LOT 2
PLAN 4R
LOT 89
PLAN 1R
LOT 91
PLAN 3R
LOT 92
PLAN 1R
LOT 93
PLAN 1R
LOT 94
PLAN 2L
LOT 95
PLAN 3L
LOT 96
PLAN 2L
LOT 97
PLAN 1R
LOT 115
PLAN 2R
LOT 116
PLAN 3R
LOT 117
PLAN 1L LOT 118
PLAN 3R
LOT 119
PLAN 2L
LOT 114
PLAN 1L LOT 113
PLAN 2R
LOT 112
PLAN 3L LOT 111
PLAN 2R
LOT 110
PLAN 1RLOT 58
PLAN 3R
LOT 59
PLAN 1R
LOT 60
PLAN 2L
LOT 62
PLAN 2R
LOT 63
PLAN 1L
LOT 64
PLAN 3R
LOT 65
PLAN 1R
LOT 66
PLAN 2R
LOT 67
PLAN 3R
LOT 68
PLAN 2L
LOT 69
PLAN 3R
LOT 70
PLAN 2R
LOT 71
PLAN 1L
LOT 72
PLAN 3R
LOT 73
PLAN 1L
LOT 71
PLAN 2R
LOT 75
PLAN 3R
LOT 61
PLAN 3R
LOT 76
PLAN 2L
LOT 77
PLAN 1R
LOT 80
PLAN 3R
LOT 79
PLAN 2L
LOT 78
PLAN 3R
LOT 109
PLAN 3L
LOT 108
PLAN 1R
LOT 107
PLAN 2L
LOT 106
PLAN 3L
LOT 105
PLAN 2R
LOT 104
PLAN 3L
LOT 103
PLAN 1R
LOT 102
PLAN 2L
LOT 101
PLAN 1R
LOT 100
PLAN 3R
LOT 99
PLAN 2L
LOT 98
PLAN 1R
PARK
LOT A
RV
PARKING
LOT C
TEMP.
SEDIMENT
BASIN
COMMERCIAL
SITE
ATHLETIC
FIELD
COVER SHEET
1
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2PROJECT INFO
TRACT 20006 - CITY OF SAN BERNARDINO, CA
CONSTRUCTION DOCUMENTS FOR:
RANCHO PALMA
HOA LANDSCAPE PLAN
N O R T H
COVER SHEET
HYDROZONE PLAN
CONSTRUCTION PLAN - LITTLE LEAGUE ENTRY
CONSTRUCTION PLAN - PARK 'B' / BASIN
CONSTRUCTION PLAN - PARK 'A'
CONSTRUCTION PLAN - PARK 'A'
CONSTRUCTION PLAN - RV PARKING
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
IRRIGATION PLAN - MAGNOLIA ENTRY
IRRIGATION PLAN - LITTLE LEAGUE ENTRY
IRRIGATION PLAN - PARK 'B' / BASIN
IRRIGATION PLAN - PARK 'A'
IRRIGATION PLAN - PARK 'A'
IRRIGATION PLAN - RV PARKING
IRRIGATION DETAILS
IRRIGATION CALCULATIONS & NOTES
IRRIGATION CALCULATIONS
PLANTING PLAN - MAGNOLIA ENTRY
PLANTING PLAN - LITTLE LEAGUE ENTRY
PLANTING PLAN - PARK 'B' / BASIN
PLANTING PLAN - PARK 'A'
PLANTING PLAN - PARK 'A'
PLANTING PLAN - RV PARKING
PLANTING DETAILS AND NOTES
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
LANDSCAPE SPECIFICATIONS
KEY MAP
1. ALL WORK SPECIFIED HEREIN SHALL BE PERFORMED PER APPLICABLE LAWS, ORDINANCES, AND
REGULATIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL REPORT ANY DISCREPANCIES
TO OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO START OF
WORK, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO SAME.
4. CONTRACTOR TO PROVIDE A NINETY(90) DAY MAINTENANCE CONTRACT TO BE PAID FOR BY
DEVELOPER.
5. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR WITH A C-27
LICENSE OR GREATER.
6. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
7. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT WHEN WORK IS COMPLETED.
8. IN ORDER FOR THE LANDSCAPE TO BE CERTIFIED, THE CONTRACTOR MUST GIVE A MIN. OF ONE
WEEK'S NOTICE.
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOTE BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, AND HOLD THE OWNER, THE LOCAL JURISDICTION, AND THE LANDSCAPE
ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, THE LOCAL JURISDICTION, OR THE
LANDSCAPE ARCHITECT.
LEGAL DESCRIPTION
GENERAL NOTES SHEET INDEX
HOLD HARMLESS CLAUSEPROJECT CONTACTS
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SAN
BERNARDINO, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AND IS
DESCRIBED AS FOLLOWS:
PARCELS 1, 2 AND 4 OF PARCEL MAP NO. 19701, IN THE CITY OF SAN BERNARDINO,
COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 250, PAGES 88 THROUGH 90, RECORDS OF SAID COUNTY, JULY 25, 2018.
APN(S): 0261-181-16-0-000, 0261-181-17-17-0-000 & 0261-181-18-0-000
BUILDER:
TRUMARK HOMES
450 NEWPORT CENTER DRIVE
NEWPORT BEACH, CA 92660
PHONE (949) 999-9817
CONTACT: MAGGI KIBBEE
CIVIL ENGINEER:
HUNSAKER & ASSOCIATES
2900 ADAMS STREET, SUITE A-15
RIVERSIDE, CA 92504
PHONE (951) 352-7200
CONTACT: PAUL HUDDLESTON
LANDSCAPE ARCHITECT:
BGB DESIGN GROUP, INC.
3185 C1 AIRWAY AVE
COSTA MESA, CA 92626
PHONE (714) 545-2898
CONTACT: JEFF KRAUS
UTILITIES AND SERVICE
WATER: CITY OF SAN BERNARDINO
SEWER: CITY OF SAN BERNARDINO
GAS: SOUTHERN CALIFORNIA GAS COMPANY
ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY
4.b
Packet Pg. 128 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
LITTLE LEAGUE DRIVE "B" STREETLITTLE LEAGUE DRIVELITTLE LEAGUE DRIVE
"B" STREET "B" STREET
"B" STREET
"L" STREET
"L"
S
T
R
E
E
T
"H" STREET "H" STREET
"D" STREET "D" STREET "J" STREET "J" STREET
"K" S
T
R
E
E
T
"E" STREET "E" STREET "F" STREET "G" STREET
"F"STREET "F" STREET "L" STREET
MAGNOLIA AVENUEMAGNOLIA AVENUEMAGNOLIA AVENUEXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPX
EXITLOOP INS
IDE
AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPXXWW
W
WS S S S S S S SSWW
W
SW WWWWWWWWWWWW
W W W W
WWWWWWWW W W W WWWWWWWWWWWWW
W
W
W
WWWWWW
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWW
W
W WWWWW
W WWW
W
W
W
W
W
W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWUUUUUUSYMBOL NOTES QTY
HYDROZONE A 48,451 SF
LOW WATER USE, DRIP IRRIGATION
HYDROZONE C 1,894 SF
LOW WATER USE, TREE BUBBLER
HYDROZONE D 16,934 SF
OPEN PLAY TURF / SPECIAL LANDSCAPE AREA
HYDROZONE LEGEND - PARK 'A' / RV PARKING
SYMBOL NOTES QTY
HYDROZONE A 2,648 SF
LOW WATER USE, DRIP IRRIGATION
HYDROZONE C 283 SF
LOW WATER USE, TREE BUBBLER
HYDROZONE LEGEND - MAGNOLIA ENTRY
SYMBOL NOTES QTY
HYDROZONE A 3,124 SF
LOW WATER USE, DRIP IRRIGATION
HYDROZONE C 283 SF
LOW WATER USE, TREE BUBBLER
HYDROZONE LEGEND - LITTLE LEAGUE ENTRY
SYMBOL NOTES QTY
HYDROZONE A 5,085 SF
LOW WATER USE, DRIP IRRIGATION
HYDROZONE B 10,125 SF
LOW WATER USE, SPRAY ROTATOR
HYDROZONE C 509 SF
LOW WATER USE, TREE BUBBLER
HYDROZONE LEGEND - PARK 'B' / BASIN
NOTE:
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 60'NHYDROZONE PLAN
2
SHEET 4
SHEET 12
SHEET 21
SHEET 3
SHEET 11
SHEET 20
SHEET 10
SHEET 19
SHEET 5
SHEET 13
SHEET 22
SHEET 6
SHEET 14
SHEET 23
SHEET 7
SHEET 15
SHEET 24
4.b
Packet Pg. 129 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
WWWWWWWWWWWWWWWWWSSSXXXX X X
XXXXXXXXXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOP "B"STREET "B" STREET
LITTLE LEAGUE DRIVE24'-6"2'-6"4'-0"
4'-6"
R2'-0"
R3'-0"4'-3"C-01 25'-0"BCR
WALL, FENCE, PILASTER
AND GATE - REFER TO
WALL AND FENCE PLANS
R-12
R-10
WALL, FENCE, PILASTER AND GATE -
REFER TO WALL AND FENCE PLANS
R-06
17'-6"4'-3"3'-0"4'-0"
R-03
R-02
R-01
R2'-0"
R3'-0"
4'-6"
C-01
R-07 R-01R-02
R-03
R-13
9'-0"27'-0"9'-0"97'-3"
C-11
C-01
C-16C-17 C-17
R-08
WALL, FENCE, PILASTER, GATE AND
ENTRY MONUMENT - REFER TO
WALL AND FENCE PLANS
12'-0"12'-0"12'-0"12'-0"
1'-6"MAGNOLIAAVENUE "K"
STREET
EXITLOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPWALL, FENCE, PILASTER,
GATE AND ENTRY
MONUMENT - REFER TO
WALL AND FENCE PLANS
R-01R-02
R-10R-12 R-13
R-05
R-03
SYMBOL DESCRIPTION QTY DETAIL
PEDESTRIAN CONCRETE PAVING WITH TROWELED SCORE 982 SF A/8
JOINTS SPACED AS SHOWN ON PLAN. SEALED ISOLATION JOINT
TO BE 20`-0" O.C. MAX. SPACING. SEE DETAIL FOR THICKNESS.
COLOR: NATURAL
FINISH: BROOM
BENCH (6`-0") CONTOUR BENCH WITH STEEL SLAT SEAT AND I/9
CAST IRON PORTABLE/ SURFACE MOUNT LEGS
MODEL: LATITUDE - L1441A (34" H X 25" W X 72" L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
CONCRETE MOW CURB 11 LF C/8
COLOR: NATURAL
FINISH: BROOM
LOW WALL AND COLUMN WITH OVERHEAD STRUCTURE - REFER
TO WALL AND FENCE PLANS
ENTRY PILASTER WITH POT
STONE TYPE: EASTERN MOUNTAIN LEDGE / APPALACHIN
FIELDSTONE
STONE COLOR: DAKOTA BROWN
STONE MFR: CORONADO
CAP TYPE: ANEGLUS PRECISION BLOCK
CAP COLOR: SANDSTONE
C-01
C-11
C-14
C-16
C-17
CONSTRUCTION LEGEND FOR ENTRY / LOT B & E (10 SCALE)
2
6
SYMBOL DESCRIPTION
CURB AND GUTTER - REFER TO STREET IMPROVEMENT PLANS
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
ACCESSIBLE RAMP, DETECTABLE WARNING SURFACE AND
DETECTABLE WARNING STRIP - REFER TO STREET
IMPROVEMENT PLANS
PROPERTY LINE - REFER TO TRACT MAP
RIGHT-OF-WAY - REFER TO PRECISE GRADING PLANS
STORM DRAIN, CATCH BASIN OR DRAIN INLET - REFER TO
SEWER / WATER PLANS
STREET LIGHT FIXTURE - REFER TO STREET IMPROVEMENT
PLANS
STREET SIGNAGE - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-06
R-07
R-08
R-10
R-12
R-13
REFERENCE NOTES
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2CONSTRUCTION PLAN - LITTLE LEAGUE ENTRY
3
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 08 -09SCALE: 1"= 10'N4.b
Packet Pg. 130 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLITTLE LEAGUE DRIVE
"B"
STREET "F"STREETWALL, FENCE, PILASTER
AND GATE - REFER TO
WALL AND FENCE PLANS
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"15'-6"16'-10"20'-8"24'-1"25'-1"23'-10"20'-2"16'-10"15'-4"15'-6"17'-5"5'-0"20'-11"5'-0"C-01
R-10
R-02
R-01
R-07
C-14
R-03
R-12
R-08
R-06
R-01
WALL, FENCE, PILASTER AND GATE -
REFER TO WALL AND FENCE PLANS
C-11
C-11
SYMBOL DESCRIPTION QTY DETAIL
PEDESTRIAN CONCRETE PAVING WITH TROWELED SCORE 982 SF A/8
JOINTS SPACED AS SHOWN ON PLAN. SEALED ISOLATION JOINT
TO BE 20`-0" O.C. MAX. SPACING. SEE DETAIL FOR THICKNESS.
COLOR: NATURAL
FINISH: BROOM
BENCH (6`-0") CONTOUR BENCH WITH STEEL SLAT SEAT AND I/9
CAST IRON PORTABLE/ SURFACE MOUNT LEGS
MODEL: LATITUDE - L1441A (34" H X 25" W X 72" L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
CONCRETE MOW CURB 11 LF C/8
COLOR: NATURAL
FINISH: BROOM
LOW WALL AND COLUMN WITH OVERHEAD STRUCTURE - REFER
TO WALL AND FENCE PLANS
ENTRY PILASTER WITH POT
STONE TYPE: EASTERN MOUNTAIN LEDGE / APPALACHIN
FIELDSTONE
STONE COLOR: DAKOTA BROWN
STONE MFR: CORONADO
CAP TYPE: ANEGLUS PRECISION BLOCK
CAP COLOR: SANDSTONE
C-01
C-11
C-14
C-16
C-17
CONSTRUCTION LEGEND FOR ENTRY / LOT B & E (10 SCALE)
2
6
SYMBOL DESCRIPTION
CURB AND GUTTER - REFER TO STREET IMPROVEMENT PLANS
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
ACCESSIBLE RAMP, DETECTABLE WARNING SURFACE AND
DETECTABLE WARNING STRIP - REFER TO STREET
IMPROVEMENT PLANS
PROPERTY LINE - REFER TO TRACT MAP
RIGHT-OF-WAY - REFER TO PRECISE GRADING PLANS
STORM DRAIN, CATCH BASIN OR DRAIN INLET - REFER TO
SEWER / WATER PLANS
STREET LIGHT FIXTURE - REFER TO STREET IMPROVEMENT
PLANS
STREET SIGNAGE - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-06
R-07
R-08
R-10
R-12
R-13
REFERENCE NOTES
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 08 -09
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2CONSTRUCTION PLAN - PARK 'B' / BASIN
4
SCALE: 1"= 10'N4.b
Packet Pg. 131 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL DESCRIPTION QTY DETAIL
PEDESTRIAN CONCRETE PAVING WITH TROWELED SCORE 7,789 SF A/8
JOINTS SPACED AS SHOWN ON PLAN. SEALED ISOLATION JOINT
TO BE 20`-0" O.C. MAX. SPACING. SEE DETAIL FOR THICKNESS.
COLOR: NATURAL
FINISH: BROOM
TROWELED SCORE JOINT B/8
PARKING LOT STRIPE
A.C. PAVING WITH REDWOOD HEADER IN RV PARKING AREA - 21,588 SF D/8
INSTALL OVER COMPACTED NATIVE SOIL
MOTORIZED SLIDING GATE AT RV PARKING - REFER TO WALL
AND FENCE PLANS
PICNIC TABLE (46") DIAMETER STEEL TABLE WITH FIVE
CONTOUR SWIVEL SEATS, PORTABLE / SURFACE MOUNT
MODEL: LATITUDE - L1447S (35" H X 94" DIA.)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
PICNIC TABLE - ADA (46") DIAMETER STEEL ADA TABLE WITH
THREE CONTOUR SEATS, SURFACE MOUNT
MODEL: LATITUDE ADA - L1451 (35" H X 70" W X 93" L)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
TRASH RECEPTACLE 55-GALLON STEEL SLAT RECEPTACLE
WITH SIDE DOOR, BONNET ASH TOP, PLASTIC LINER AND
RUBBER FEET
MODEL: LATITUDE - L2055A (46" H X 28" DIA.)
COLOR: TEXTURED BRONZE
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
BOCCE BALL COURT F/8
BENCH (6`-0") CONTOUR BENCH WITH STEEL SLAT SEAT AND I/9
CAST IRON PORTABLE/ SURFACE MOUNT LEGS
MODEL: LATITUDE - L1441A (34" H X 25" W X 72" L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
P.I.P. LOW WALL 81 LF J/9
COLOR: NATURAL
OVERHEAD STRUCTURE WITH COLUMNS - REFER TO WALL AND
FENCE PLANS
CONCRETE MOW CURB 410 LF C/8
COLOR: NATURAL
FINISH: BROOM
MAILBOX CLUSTER UNITS - STANDARD 4C PEDESTAL MOUNT E/8
(4C16D-29-P) AVAILABLE THROUGH FLORENCE MAILBOXES. SET
ON TOP OF CONCRETE PAVING WITH THICKEN EDGE
MODEL: 4C16D-29-P
COLOR: BRONZE
WEB: WWW.FLORENCEMAILBOXES.COM/
WATER AND AIR COMPRESSOR
PLAYGROUND SURFACING 2,384 SF G/9
PLAYBOUND POURED-IN-PLACE RUBBER SURFACING BY
SURFACE AMERICA (SURFACEAMERICA.COM)
RUBBER SURFACING SHALL SHEET FLOW AT 1% TOWARDS
PLANTER AREAS. INSTALL PER MANUFACTURER
RECOMMENDATION.
COLOR: HUNTER GREEN (33%), PEARL (33%), BROWN (33%)
MFR: SURFACE AMERICA (800-999-0555)
AVAIL: COAST RECREATION
CONTACT: GREGG ROGERS (949-633-1180)
WALK-ON WOOD FIBER MULCH FOR PLAYGROUNDS. INSTALL 4,199 SF H/9
AT MIN. 12" DEPTH (14" DEEP INITIALLY)
TYPE: FIBER PLAY PRODUCT
MFR: FOREST WOOD FIBER
PHONE: 951-471-4040
WEB: WWW.FWFPFAMILYTREE.COM
C-01
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-18
C-19
C-20
CONSTRUCTION LEGEND FOR PARK & RV (20-SCALE)
1
1
1
6
8SYMBOLDESCRIPTION
CURB AND GUTTER - REFER TO STREET IMPROVEMENT PLANS
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
ACCESSIBLE RAMP, DETECTABLE WARNING SURFACE AND
DETECTABLE WARNING STRIP - REFER TO STREET
IMPROVEMENT PLANS
A.C. ROAD - REFER TO STREET IMPROVEMENT PLANS
RIGHT-OF-WAY - REFER TO PRECISE GRADING PLANS
STORM DRAIN, CATCH BASIN OR DRAIN INLET - REFER TO
SEWER / WATER PLANS
STREET LIGHT FIXTURE - REFER TO STREET IMPROVEMENT
PLANS
STREET SIGNAGE - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-05
R-07
R-08
R-10
R-12
R-13
REFERENCE NOTES
W
W
W
W
W
W
W
W
WWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS "L" STREET
R8'-0"
R-01 R36'-0"R80'-0"
R8'-0"
R-10
R-13 R-07R-02R-05
61'-1"18'-5"PL59'-2"53'-2"
80'-2"R3'-0"R3'-0"5'-0"59'-9"5'-0"89'-10"60'-7"
WALL, FENCE, PILASTER AND GATE -
REFER TO WALL AND FENCE PLANS 10'-0"10'-2"R3'-0"R3'-0"8'-10"2'-5"C-11
C-09
C-01
C-01
C-22
C-22
PLAY STRUCTURE
MODEL: TBD
MFR: TBD
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
PICNIC TABLE 8 FT RECTANGULAR STEEL TABLE PORTABLE
FRAME / SURFACE MOUNT
MODEL: D2014 (29"H X 64"W X 96"L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
LIGHT BOLLARD - REFER TO ELECTRICAL PLANS
C-21A
C-21B
C-21C
C-22
C-23
2
SYMBOL DESCRIPTION QTY DETAIL
CONSTRUCTION LEGEND FOR PARK & RV (20-SCALE)
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 08 -09
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NCONSTRUCTION PLAN - PARK ' A'
5MATCHLINE - SEE SHEET 64.b
Packet Pg. 132 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL DESCRIPTION QTY DETAIL
PEDESTRIAN CONCRETE PAVING WITH TROWELED SCORE 7,789 SF A/8
JOINTS SPACED AS SHOWN ON PLAN. SEALED ISOLATION JOINT
TO BE 20`-0" O.C. MAX. SPACING. SEE DETAIL FOR THICKNESS.
COLOR: NATURAL
FINISH: BROOM
TROWELED SCORE JOINT B/8
PARKING LOT STRIPE
A.C. PAVING WITH REDWOOD HEADER IN RV PARKING AREA - 21,588 SF D/8
INSTALL OVER COMPACTED NATIVE SOIL
MOTORIZED SLIDING GATE AT RV PARKING - REFER TO WALL
AND FENCE PLANS
PICNIC TABLE (46") DIAMETER STEEL TABLE WITH FIVE
CONTOUR SWIVEL SEATS, PORTABLE / SURFACE MOUNT
MODEL: LATITUDE - L1447S (35" H X 94" DIA.)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
C-01
C-03
C-04
C-05
C-06
C-07
CONSTRUCTION LEGEND FOR PARK & RV (20-SCALE)
1
SYMBOL DESCRIPTION
CURB AND GUTTER - REFER TO STREET IMPROVEMENT PLANS
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
ACCESSIBLE RAMP, DETECTABLE WARNING SURFACE AND
DETECTABLE WARNING STRIP - REFER TO STREET
IMPROVEMENT PLANS
A.C. ROAD - REFER TO STREET IMPROVEMENT PLANS
RIGHT-OF-WAY - REFER TO PRECISE GRADING PLANS
STORM DRAIN, CATCH BASIN OR DRAIN INLET - REFER TO
SEWER / WATER PLANS
STREET LIGHT FIXTURE - REFER TO STREET IMPROVEMENT
PLANS
STREET SIGNAGE - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-05
R-07
R-08
R-10
R-12
R-13
REFERENCE NOTESWWWWWWWWWWWWWWWWWWW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUUUUUUUUUUUUUUUUUUUUU "L" STREET
"L"
S
T
R
E
E
T
R28'-0"R24'-0"R3'-0"R3'-
0
"R3'-0"R24'-0"R28'-0"R-03
R-08R-01
5'-0"4'-2"4'-3"8'-8"18'-8"8'-6"28'-6"5'-0"3'-11"19'-6"7'-5"7'-8"18'-6"4'-1"R11'-0"5'-0"33'-1"R58'-3"R-10
R-12
24'-0"12'-0"5'-0"48'-7"17'-10"ST PT.14+00R32'-0"R27'-
0"R32'-0"39'-4"
39'-4"
64'-
0
"
2'-8"
5'-0"8'-0"11'-2"4'15'-4"5'-0"
5'-0"
13'-
0
"
16'-
8
"
5'-1"
16'-
8
"18'-10"ST PT.17+0063'-
6
"11'-2"7'-8"8'-0"2'-8"
5'-0"
31'-
2
"
27'-
0
"
26'-10"5'-0"5'-0"
2'-1"
29'-1
1
"R8'-0"PLWALL, FENCE, PILASTER
AND GATE - REFER TO WALL
AND FENCE PLANS
R5'-0"38'-0"28'-0"5'-0"
26'-
7
"
C-10
C-11
C-11
C-12
C-13
C-01
R3'-
0
"R3'-0"R3'-0"5'-0"5'-
0
"4'-6"5'-0"
C-15R48'-0"R1
7
'
-
0
"R59'-0"R4'-0"R11'-0"R20'
-0"R35'-0"R32'
-0"4'C-07 C-08
C-21AC-19C-21B
C-20
C-21CC-20
C-01
C-01
C-01
CONTACT: COREY PHILLIPS (949-285-0433)
PICNIC TABLE - ADA (46") DIAMETER STEEL ADA TABLE WITH
THREE CONTOUR SEATS, SURFACE MOUNT
MODEL: LATITUDE ADA - L1451 (35" H X 70" W X 93" L)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
TRASH RECEPTACLE 55-GALLON STEEL SLAT RECEPTACLE
WITH SIDE DOOR, BONNET ASH TOP, PLASTIC LINER AND
RUBBER FEET
MODEL: LATITUDE - L2055A (46" H X 28" DIA.)
COLOR: TEXTURED BRONZE
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
BOCCE BALL COURT
BENCH (6`-0") CONTOUR BENCH WITH STEEL SLAT SEAT AND
CAST IRON PORTABLE/ SURFACE MOUNT LEGS
MODEL: LATITUDE - L1441A (34" H X 25" W X 72" L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
P.I.P. LOW WALL
COLOR: NATURAL
OVERHEAD STRUCTURE WITH COLUMNS - REFER TO WALL AND
FENCE PLANS
C-08
C-09
C-10
C-11
C-12
C-13
CONCRETE MOW CURB
COLOR: NATURAL
FINISH: BROOM
MAILBOX CLUSTER UNITS - STANDARD 4C PEDESTAL MOUNT
(4C16D-29-P) AVAILABLE THROUGH FLORENCE MAILBOXES. SET
ON TOP OF CONCRETE PAVING WITH THICKEN EDGE
MODEL: 4C16D-29-P
COLOR: BRONZE
WEB: WWW.FLORENCEMAILBOXES.COM/
WATER AND AIR COMPRESSOR
PLAYGROUND SURFACING
PLAYBOUND POURED-IN-PLACE RUBBER SURFACING BY
SURFACE AMERICA (SURFACEAMERICA.COM)
RUBBER SURFACING SHALL SHEET FLOW AT 1% TOWARDS
PLANTER AREAS. INSTALL PER MANUFACTURER
RECOMMENDATION.
COLOR: HUNTER GREEN (33%), PEARL (33%), BROWN (33%)
MFR: SURFACE AMERICA (800-999-0555)
AVAIL: COAST RECREATION
CONTACT: GREGG ROGERS (949-633-1180)
WALK-ON WOOD FIBER MULCH FOR PLAYGROUNDS. INSTALL
AT MIN. 12" DEPTH (14" DEEP INITIALLY)
TYPE: FIBER PLAY PRODUCT
MFR: FOREST WOOD FIBER
PHONE: 951-471-4040
WEB: WWW.FWFPFAMILYTREE.COM
PLAY STRUCTURE
MODEL: TBD
MFR: TBD
C-14
C-15
C-18
C-19
C-20
C-21A
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
PICNIC TABLE 8 FT RECTANGULAR STEEL TABLE PORTABLE
FRAME / SURFACE MOUNT
MODEL: D2014 (29"H X 64"W X 96"L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
LIGHT BOLLARD - REFER TO ELECTRICAL PLANS
C-21B
C-21C
C-22
C-23
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 08 -09
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NCONSTRUCTION PLAN - PARK 'A'
6MATCHLINE - SEE SHEET 7MATCHLINE - SEE SHEET 54.b
Packet Pg. 133 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL DESCRIPTION QTY DETAIL
PEDESTRIAN CONCRETE PAVING WITH TROWELED SCORE 7,789 SF A/8
JOINTS SPACED AS SHOWN ON PLAN. SEALED ISOLATION JOINT
TO BE 20`-0" O.C. MAX. SPACING. SEE DETAIL FOR THICKNESS.
COLOR: NATURAL
FINISH: BROOM
TROWELED SCORE JOINT B/8
PARKING LOT STRIPE
A.C. PAVING WITH REDWOOD HEADER IN RV PARKING AREA - 21,588 SF D/8
INSTALL OVER COMPACTED NATIVE SOIL
MOTORIZED SLIDING GATE AT RV PARKING - REFER TO WALL
AND FENCE PLANS
PICNIC TABLE (46") DIAMETER STEEL TABLE WITH FIVE
CONTOUR SWIVEL SEATS, PORTABLE / SURFACE MOUNT
MODEL: LATITUDE - L1447S (35" H X 94" DIA.)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
PICNIC TABLE - ADA (46") DIAMETER STEEL ADA TABLE WITH
THREE CONTOUR SEATS, SURFACE MOUNT
MODEL: LATITUDE ADA - L1451 (35" H X 70" W X 93" L)
COLOR: DARK BROWN
LUCAYA 8` DIA. UMBRELLA, PUSH/PIN, STD COLOR - 93" HIGH
MODEL: 7LPU
FABRIC COLOR: BEIGE
FRAME COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
TRASH RECEPTACLE 55-GALLON STEEL SLAT RECEPTACLE
WITH SIDE DOOR, BONNET ASH TOP, PLASTIC LINER AND
RUBBER FEET
MODEL: LATITUDE - L2055A (46" H X 28" DIA.)
COLOR: TEXTURED BRONZE
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
BOCCE BALL COURT F/8
BENCH (6`-0") CONTOUR BENCH WITH STEEL SLAT SEAT AND I/9
CAST IRON PORTABLE/ SURFACE MOUNT LEGS
MODEL: LATITUDE - L1441A (34" H X 25" W X 72" L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
P.I.P. LOW WALL 81 LF J/9
COLOR: NATURAL
OVERHEAD STRUCTURE WITH COLUMNS - REFER TO WALL AND
FENCE PLANS
CONCRETE MOW CURB 410 LF C/8
COLOR: NATURAL
FINISH: BROOM
MAILBOX CLUSTER UNITS - STANDARD 4C PEDESTAL MOUNT E/8
(4C16D-29-P) AVAILABLE THROUGH FLORENCE MAILBOXES. SET
ON TOP OF CONCRETE PAVING WITH THICKEN EDGE
MODEL: 4C16D-29-P
COLOR: BRONZE
WEB: WWW.FLORENCEMAILBOXES.COM/
WATER AND AIR COMPRESSOR
PLAYGROUND SURFACING 2,384 SF G/9
PLAYBOUND POURED-IN-PLACE RUBBER SURFACING BY
SURFACE AMERICA (SURFACEAMERICA.COM)
RUBBER SURFACING SHALL SHEET FLOW AT 1% TOWARDS
PLANTER AREAS. INSTALL PER MANUFACTURER
RECOMMENDATION.
COLOR: HUNTER GREEN (33%), PEARL (33%), BROWN (33%)
MFR: SURFACE AMERICA (800-999-0555)
AVAIL: COAST RECREATION
CONTACT: GREGG ROGERS (949-633-1180)
WALK-ON WOOD FIBER MULCH FOR PLAYGROUNDS. INSTALL 4,199 SF H/9
AT MIN. 12" DEPTH (14" DEEP INITIALLY)
TYPE: FIBER PLAY PRODUCT
MFR: FOREST WOOD FIBER
PHONE: 951-471-4040
WEB: WWW.FWFPFAMILYTREE.COM
C-01
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-18
C-19
C-20
CONSTRUCTION LEGEND FOR PARK & RV (20-SCALE)
1
1
1
6
8
SYMBOL DESCRIPTION
CURB AND GUTTER - REFER TO STREET IMPROVEMENT PLANS
PUBLIC SIDEWALK - REFER TO STREET IMPROVEMENT PLANS
ACCESSIBLE RAMP, DETECTABLE WARNING SURFACE AND
DETECTABLE WARNING STRIP - REFER TO STREET
IMPROVEMENT PLANS
A.C. ROAD - REFER TO STREET IMPROVEMENT PLANS
RIGHT-OF-WAY - REFER TO PRECISE GRADING PLANS
STORM DRAIN, CATCH BASIN OR DRAIN INLET - REFER TO
SEWER / WATER PLANS
STREET LIGHT FIXTURE - REFER TO STREET IMPROVEMENT
PLANS
STREET SIGNAGE - REFER TO STREET IMPROVEMENT PLANS
CENTERLINE - REFER TO STREET IMPROVEMENT PLANS
R-01
R-02
R-03
R-05
R-07
R-08
R-10
R-12
R-13
REFERENCE NOTES
W W W W
WWWW W W W
WWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWW "L
"
S
T
R
E
E
T
"F" STREET2'-1"
29'-
1
1
"R8'-0"PLWALL, FENCE,
PILASTER AND GATE
- REFER TO WALL
AND FENCE PLANS
R5'-0"R5'-0"R10'-0"R8'-0"18'-0"TYP.9'-0"
TYP.
9'-0"
TYP.
45'-0"13'-0"36'-0"18'-0"15'-0"5'-0"120°
70'-6"
31'-6"21'-2"
36'-9"
20'-1
"R8'-0"R5'-0"38'-0"28'-0"5'-0"
26'-
7
"
14'-0"
TYP.
14'-0"
TYP.39'-2" TYP.7'-0"16'-4"
R-10
R-01
R-02
R-07
R-13
R-12
R-03 R-01
16'-0"10'-8"8'-10"8'-0"
SQ.8'-0"SQ.C-05
C-04
C-03
C-01
C-04
C-05
C-06
C-06
R-08
C-18
C-11
WALL, FENCE,
PILASTER AND GATE
- REFER TO WALL
AND FENCE PLANS
C-23
C-12
PLAY STRUCTURE
MODEL: TBD
MFR: TBD
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
HEMISPERE CLIMBER PLAY STRUCTURE
MODEL: TBD
MFR: TBD
PICNIC TABLE 8 FT RECTANGULAR STEEL TABLE PORTABLE
FRAME / SURFACE MOUNT
MODEL: D2014 (29"H X 64"W X 96"L)
COLOR: DARK BROWN
MFR: ANOVA FURNISHINGS
WEB: WWW.ANOVAFURNISHINGS.COM
CONTACT: COREY PHILLIPS (949-285-0433)
LIGHT BOLLARD - REFER TO ELECTRICAL PLANS
C-21A
C-21B
C-21C
C-22
C-23
2
SYMBOL DESCRIPTION QTY DETAIL
CONSTRUCTION LEGEND FOR PARK & RV (20-SCALE)
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEET 08 -09
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NCONSTRUCTION PLAN - RV PARKING
7MATCHLINE - SEE SHEET 64.b
Packet Pg. 134 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
3
BOCCE BALL COURT - LOW CONCRETE CURB
SCALE:3/4" = 1'-0"SECTION
SECTION ELEVATION
1 % MIN.1'-6"3"5"8"6"1 2
4
5 6
7
8
9 10
NEXPAV ORGANIC-LOCK AVAILABLE THROUGH GAIL MATERIALS 951-667-6106.
INSTALL PER MANUFACTURER'S SPECIFICATIONS FOR TYPICAL PATHWAYS
AND TRAILS.
TYPE / COLOR: GAIL'S GOLD
1
1" THICK SAND BED2
2" THICK CRUSHED ROCK3
3" PREFORATED PIPE WITH SOCK (LOCATED CENTER OF COURT) - CONNECT
TO DRAINAGE SYSTEM
4
P.I.P. CONCRETE LOW WALL5
1/2" CHAMFER6
TWO (2) #3 BARS - CONTINUOUS7
FINISH SURFACE - REFER TO GRADING PLAN8
COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS9
NON-WOVEN 4 oz FILTER FABRIC (WRAP EDGES MIN 2")10
FMAILBOX CLUSTER BOX UNIT - PEDESTAL MOUNT
SCALE:1" = 1'-0"ELEVATION / PLAN VIEW16 - 18"57 - 58"PEDESTAL
PEDESTAL BASE
BOLT PATTERN14 1/2"4"
12"4"12"10"
12"14"47 - 38"62"61 - 12"FRONT VIEW SIDE VIEW
40"54" FROM CURB (NO SIDEWALK INSTALLATION)40" FROM SIDEWALK (WHERE OCCURS)3"1'-0"20"20"
PLAN VIEW
1
2
3
4
1
MAILBOX CLUSTER BOX UNIT
2
4
5
CONCRETE CURB5
3
2
3
MIN. 6" THICK CONCRETE SLAB
2
3
2
2
MAILBOX PEDESTAL
4
1/2" X 6" LONG STAINLESS STEEL ANCHOR BOLTS
E2 X 6 WOOD HEADER WITH A.C. PAVING
SCALE:1 1/2" = 1'-0"SECTION2" IN PLANTING OR MULCH 1" IN TURFNOTES:
1. LAY HEADER TRUE TO
LINE AND GRADE.
2. REFER TO
CONSTRUCTION PLAN
FOR ADDITIONAL
INFORMATION.
3. USE HOT-DIPPED
GALVANIZED NAILS.
124
3 56
ADJACENT A.C. PAVING - SEE CONSTRUCTION PLAN1
2" X 6" REDWOOD HEADER2
1" X 2" X 18" WOOD STAKE @ 5'-0" O.C. MAX. PLACE STAKES ON TURF/MULCH SIDE AND SET 1" BELOW
TOP OF HEADERBOARD. CUT STAKES AT 45 DEGREE ANGLE.
3
ADJACENT TURF, PLANTING OR MULCH AREA4
COMPACTED SUBGRADE PER GEO-TECHNICAL SOILS REPORT RECOMMENDATIONS5
NON-COMPACTED SUBGRADE6
D 1"1 1/2"6"6"CONCRETE MOW CURB
SCALE:3" = 1'-0"SECTION
1
2
34
5
6
5
6" MIN. DEPTH X 6" WIDE CONCRETE MOW CURB. NATURAL COLOR WITH MEDIUM BROOM
FINISH. PROVIDE TOOLED JOINTING AS FOLLOWS: 10'-0" O.C. MAX. SPACING FOR
EXPANSIONS JOINTS. 5'-0" O.C. MAX. SPACING FOR CONTROL JOINTS. 2'-6" O.C. MAX
SPACING FOR SCORE JOINTS.
1
TOOLED 1/2" RADIUS EDGE ONT TOP SIDES OF CURB2
FINISH GRADE OF TURF AREA (WHERE OCCURS - SEE PLAN)3
#4 BAR CONTINUOUS IN CENTER4
COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT5
FINISH GRADE OF SHRUB / GROUNDCOVER AREA. SEE
PLANTING PLAN
6
CCONCRETE PAVING
SCALE:3" = 1'-0"SECTION
PEDESTRIAN WALKWAY SECTION
1
2
34"MIN.1"NOTE:
·REBAR SCHEDULE IF/ANY SHALL BE IN ACCORDANCE WITH FINAL
GEO-TECHNICAL SOILS REPORT.
·REFER TO DETAIL P, SHEET L3.4 FOR TYPICAL PAVING JOINT.
4" MIN. THICK TYPE V / 520-P-2500 CONCRETE PAVING - SEE CONSTRUCTION PLAN FOR
CONCRETE FINISH
1
1" SAND BED FOR PROPER CURING OF CONCRETE.2
COMPOSITION, COMPACTION, AND PREPARATION OF SUB-GRADE SHALL BE IN
ACCORDANCE WITH FINAL GEO-TECHNICAL SOILS REPORT.
3
A TYPICAL PAVING JOINTS
SCALE:1" = 1'-0"SECTION1"COLD JOINT & SPEED DOWELS WITH SEALANT1/2"SAWCUT CONTROL JOINT
1
7
414
TROWELED CONTROL JOINT2/31/33 16 4
7
1
TROWELED SCORE JOINT
1
7
43121/32/3151
7
4
18
10
11
5 3
4
7
4
1
7
8
3
1" MIN. OR ASSPECIFIED ONCIVIL PLANS2
11
5
9
10
17
SAWCUT SCORE JOINT
SEALED ISOLATION JOINT AT CURB & BUILDING
EQ EQ
13
REBAR SCHEDULE IF / ANY SHALL BE IN
ACCORDANCE WITH FINAL GEO-TECHNICAL
SOILS REPORT AND CENTERED IN SLAB.
1
FINISH FLOOR OF BUILDING (AS / WHERE
APPLICABLE)
2
1/8" RADIUS EDGE3
CONCRETE PAVING - SEE CONSTRUCTION PLAN
FOR COLOR AND FINISH
4
POLYURETHANE TWO-PART JOINT SEALANT
PER SPECIFICATIONS OR APPROVED EQUAL.
SET BELOW FINISH SURFACE. DEPTH PER
MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS. COLOR / TEXTURE TO
MATCH ADJACENT CONCRETE PAVING COLOR.
5
"COLD" JOINT. ALL SECTIONS OF PAVING ON
EITHER SIDE OF THE JOINT SHALL BE
"STITCHED" TOGETHER BY USE OF 18" LONG #4
DOWELS @ 18" O.C.
6
REFER TO PAVING DETAIL FOR SUB-BASE /
SUB-GRADE PREPARATION
7
18" LONG #4 "SPEED DOWELS" (OR APPROVED
EQUAL) @ 24" O.C.
8
BUILDING WALL OR STORE FRONT9
1/2" WIDE ASPHALT IMPREGNATED FIBER
EXPANSION BOARD (OR APPROVED EQUAL) TO
FULL DEPTH
10
PROVIDE BACKER ROD CONTINUOUS ALONG
BUILDING WALLS FOUNDATIONS AND SLABS -
SEE ALSO ITEM #17
11
3/16" (PLUS OR MINUS) WIDE x 1/2" DEEP
TROWELED SCOREJOINT. 1/8" RADIUS ON BOTH
EDGES - SEE ITEM NUMBER 16, THIS SHEET,
FOR TROWELED CONTROL JOINT
REQUIREMENTS.
12
STUCCO FINISH WITH SCREED OR BUILDING
FINISH - SEE ARCHITECTURAL PLANS
13
3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP
SAWCUT SCORE JOINT. LOCATE WHERE
INDICATED ON PLAN.
14
3/16" WIDE (PLUS OR MINUS) SAWCUT CONTROL
JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF
CONCRETE PAVING. LOCATE SAWCUT /
TROWELED SCORE JOINTS SO AS TO FORM, AS
NEAR AS POSSIBLE, 8'-0" TO 12'-0" SQUARE
PAVING SECTIONS. SAWCUT JOINTS AS SOON
AS POSSIBLE, BUT GENERALLY NO LATER THAN
8 TO 24 HOURS AFTER PAVING INSTALLATION
AND WHILE THE CONCRETE IS STILL "PLASTIC".
15
3/16" WIDE TROWELED CONTROL JOINT. JOINT
DEPTH SHALL BE 2/3 DEPTH OF CONCRETE
PAVING. LOCATE SAWCUT / TROWELED SCORE
JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE,
8'-0" TO 12'-0" SQUARE PAVING SECTIONS.
16
1/2" WIDE SEALED ISOLATION JOINTS SHALL BE
INSTALLED IN LOCATIONS WHERE PAVING
ABUTS WALLS, COLUMNS, FLOOR SLABS /
STOREFRONTS, CURBS AND OTHER POINTS OF
RESTRAINT INCLUDING DRAINS, MANHOLES,
UTILITY BOXES / COVERS, STEPS, ETC. JOINTS
SHALL INCLUDE EXPANSION BOARD,
BACKERROD, AND SEALANT TO MATCH
CONCRETE COLOR.
17
CONCRETE CURB AND GUTTER - PER CIVIL
ENGINEER'S PLANS
186
3
B
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2CONSTRUCTION DETAILS
8
4.b
Packet Pg. 135 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
P.I.P. LOW WALL
SCALE:1" = 1'-0"SECTION / ELEVATION1'-0"2'-0" CONTINUOUS1'-6"6"COVER3" CLR.1
1'-0"
3 4
6
3" CLR.
4
5
7
8 8
2
P.I.P. LOW WALL - SEE CONSTRUCTION PLAN FOR COLOR AND FINISH1
1/2" CHAMFERED EDGE2
#4 VERTICAL DROP-IN REBAR @16" O.C. - BEND INTO FOOTING AND ALTERNATE BENDS3
#4 HORIZONTAL REBAR @ TOP, MIDDLE AND BOTTOM4
#4 HORIZONTAL REBAR @ 18" O.C.5
CONCRETE FOOTING6
COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS7
FINISH GRADE - REFER TO PRECISE GRADING PLAN8
J
SECTION
PLAN VIEW
LOW STONE VENEER COLUMN WITH CAP AND POT
SCALE:1" = 1'-0"PLAN VIEW / SECTION
7
5
4
6
3
2
1
NOTES:
·REFER TO STRUCTURAL ENGINEER FOR
ALL FOOTINGS, VERTICAL AND
HORIZONTAL CONNECTION.
·ALL CMU CELLS AND VOIDS TO BE GROUT
FILLED.
·REFER TO CONSTRUCTION PLAN FOR
BLOCK COLOR AND MANUFACTURER
·INSTALL PER LOCAL CODES.
·CONTRACTOR IS RESPONSIBLE FOR ALL
PERMITS TO BE SUBMITTED TO THE CITY
PRIOR TO INSTALLATION.
·CONTRACTOR TO PROVIDE TWO (2) SHOP
FOR DRAWINGS APPROVAL BEFORE
INSTALLATION.
8
9
9
8
10
3'-0" SQ.3'-0" SQ.7 2'-0"PER STRUCTURALPERSTRUCT.PERSTRUCT.1
3'-0"2" PRECAST CONCRETE CAP - REFER TO
CONSTRUCTION PLAN
1
8" X 8" X 16" PRECISION BLOCK2
VERTICAL AND HORIZONTAL REINFORCEMENT
PER STRUCTURAL ENGINEER
3
CONCRETE FOOTING - PER STRUCTURAL
ENGINEER
4
COMPACTED SUBGRADE PER GEOTECHNICAL
SOILS REPORT RECOMMENDATIONS
5
FINISH GRADE - SEE CONSTRUCTION PLANS6
STONE VENEER - SEE CONSTRUCTION PLAN
FOR TYPE, COLOR AND MANUFACTURER
7
IRRIGATION BUBBLER, LATERAL LINE AND
SLEEVE - SEE IRRIGATION PLAN
8
3" PVC DRAIN AND DRAINLINE9
DECORATIVE POT - SEE CONSTRUCTION PLAN10
K
BENCH ON CONCRETE PAVING
SCALE:1/2" = 1'-0"SECTION / ELEVATION2'-3 3/4"1'-5 3/4"2'-9 3/4"2'-3 1/4"2'-10 3/4"2'-10 3/4"
GLIDE FOR FREESTANDING UNIT.
REMOVE TO SURFACE MOUNT.
(4) Ø 3 8 NON-CORROSIVE BOLTS
RECOMMENDED FOR ANCHORING
CENTER ARM
1
1
1
2
3 3
2
BENCH - SEE CONSTRUCTION PLAN1
CONCRETE PAVING - SEE CONSTRUCTION PLAN2
COMPACTED SUB-GRADE PER GEO-TECHNICAL
SOILS REPORT
3
6'-0 1/2"
IRESILIENT PLAY SURFACE AND CONCRETE MOWCURB
SCALE:SECTION1 1/2" = 1'-0"
6"1" TURF1" SHRUB2"MIN.4"1/2"NOTE:
CONTRACTOR IS RESPONSIBLE TO INSTALL RESILIENT SURFACING SO THAT IT WILL PASS A POST -
CONSTRUCTION "DROP TEST".2"MIN.4"ALI G
N1 1
2
3
5
6 7
6
7
4
8"3
1% MIN.1% MIN.
4 1/2"RESILIENT SURFACING SECTION
SCALE: 6" = 1'-0"
2" - 3-1/2" OF RESILIENT SURFACE
3 8" OF COLORED RESILIENT
SURFACE TOP COAT
2" - 3-1/2" RESILIENT SURFACE - SEE CONSTRUCTION PLAN FOR COLOR SPECIFICATION1
4" CONCRETE SUB-BASE (560-C-2500)2
CONCRETE MOW CURB3
#4 REBAR CONTINUOUS IN CENTER4
ADJACENT CONCRETE PAVING - REFER CONSTRUCTION PLAN5
COMPACTED SUB-GRADE PER GEO-TECHNICAL SOILS REPORT6
COLD JOINT7
G WALK-ON WOOD FIBER MULCH & DRAINAGE
SCALE:1" = 1'-0"SECTION
1
2
2
2
2
3
3
4
4
4
5
6
7
7
7
8 8
81'-0" MIN.1'-4"
8"8"1'-4"4"4"1'-0" MIN.1'-0" MIN.3
ADJACENT CONCRETE MOW CURB - REFER TO CONSTRUCTION PLAN1
FINISH GRADE. SEE PLAN.2
12" DEPTH WALK-ON WOOD FIBER MULCH3
4
5
6
NON-WOVEN FILTER FABRIC.7
2" DEPTH MINIMUM CRUSH GRAVEL ROCK.8
ADJACENT CONCRETE PAVING - REFER TO CONSTRUCTION PLAN
COMPACTED SUB-GRADE PER GEO-TECHNICAL SOILS REPORT
4" PERFORATED PIPE CONNECTED TO DRAINAGE LINE. REFER TO PRECISE
GRADING PLAN FOR FINAL GRADES.
S = 2%S = 2%S = 2%
2:1
S = 2%
2:1
H
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2CONSTRUCTION DETAILS
9
CONSTRUCTION NOTES
1. ADA REQUIRES A MINIMUM 4'-0" CLEAR PATHWAY FOR PEDESTRIAN MOVEMENT
ALONG THE SIDEWALKS AND WALKWAYS. ALTHOUGH DISTANCES BETWEEN EDGES OF
WALKING SURFACES AND OTHER ELEMENTS OF THIS PLAN, INCLUDING CURBS,
BUILDING WALLS, LANDSCAPE WALLS, BENCHES, TREE WELL OPENINGS, PLANTER
POTS AND PILASTERS WERE CHECKED AND APPEAR TO MEET THIS REQUIREMENT,
BUILDINGS AND CURBS MAY NOT BE LOCATED AND CONSTRUCTED PRECISELY AS PER
PLAN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DISTANCES IN THE FIELD
AFTER CONSTRUCTION OF THE BUILDINGS AND CURBS TO INSURE THAT THE ADA
REQUIREMENTS CAN BE MET AS INTENDED PER THESE PLANS. ANY FIELD
DISCREPANCIES OR DEFICIENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO THE CONSTRUCTION OR
INSTALLATION OF ANY SITE OR LANDSCAPE RELATED ELEMENTS. FAILURE TO DO SO
SHALL CAUSE THE CONTRACTOR TO BE RESPONSIBLE TO REMOVE AND REINSTALL
ANY ELEMENT OF THE PLAN WHOSE PROXIMITY TO ANOTHER SITE OR LANDSCAPE
ELEMENT CAUSES THE PROJECT TO NOT BE IN COMPLIANCE WITH THE ADA
REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. THE MINIMUM DIMENSIONS
MUST ALWAYS COMPLY WITH ALL APPLICABLE CODES.
2. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DISTANCES IN THE FIELD AFTER
CONSTRUCTION OF THE BUILDINGS AND CURBS TO INSURE THAT THE DESIGN CAN BE
MET AS INTENDED PER THESE PLANS. ANY FIELD DISCREPANCIES OR DEFICIENCIES
SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR
RESOLUTION PRIOR TO THE CONSTRUCTION OR INSTALLATION OF ANY SITE OR
LANDSCAPE RELATED ELEMENTS. ALL CONSTRUCTION ITEMS MUST ALWAYS COMPLY
WITH ALL APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL
EXISTING AND PROPOSED UNDERGROUND UTILTIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED TO DAMAGE
AND REPLACEMENT OF SAID UTILTIES.
4. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED
WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN.
SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH
SUBCONTRACTORS AS REQUIED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS.
ALL PIPING, CONDUIT, SLEEVES, ETC. SHALL BE SET IN PLACE PRIOR TO INSTALLATION
OF CONSTRUCTION ITEMS.
6. REFER TO CITY, COUNTY, STATE OR FEDERAL STANDARD PLANS, CODES AND
REQUIREMENTS AS APPLICABLE.
7. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS
THAT ARE DAMAGED DURING CONSTRUCTION.
8. REFER TO CIVIL ENGINEER'S GRADING PLANS FOR GRADING, DRAINAGE STRUCTURES,
PIPING, ETC. PRIOR TO INSTALLATION OF WALKS, WALLS, FOOTINGS AND OTHER
STRUCTURES.
9. PRIOR TO INSTALLATION OF HARDSCAPE, ALL FORMS AND LAYOUTS MUST BE
OBSERVED AND ACCEPTED BY THE LANDSCAPE ARCHITECT OR THE OWNERS
AUTHORIZED REPRESENTATIVE.
10. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEMS, FORMS WITH STEEL IN PLACE
AND COMPACTED SUBGRADE COMPLETE MUST BE OBSERVED AND APPROVED BY THE
LANDSCAPE ARCHITECT.
11. CONTRACTOR SHALL SUBMIT ALL SAMPLES PER SPECIFICATIONS. THE LANDSCAPE
ARCHITECT SHALL APPROVE ALL SAMPLES PRIOR TO CONSTRUCTION, FABRICATION
AND/OR PURCHASE.
12. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING
WORK.
13. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE CONCEALED IN PLANTING
AREAS AS APPROVED BY LANDSCAPE ARCHITECT.
14. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A LICENSED CONTRACTOR
WITH A C-27 LICENSE OR GREATER.
15. CONSTRUCTION REQUIREMENTS, MATERIALS, AND CONSTRUCTION TECHNIQUES
SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES
16. THE TOP OF FOOTINGS FOR CONCRETE OR MASONRY WALLS WHICH ABUT PLANTER
AREAS AND THAT ARE LESS THAN 36 INCHES IN WIDTH SHALL BE DEEPENED TO 24
INCHES TO PERMIT IRRIGATION PIPE AND PLANTING INSTALLATION. COORDINATION
WITH THE CIVIL ENGINEER. MAY ALSO BE REQUIRED AS THERE MAY BE POINTS OF
CONFLICT WITH THE CIVIL'S STORM DRAIN LINES LOCATED IN THE VICINITY.
17. CONTRACTOR SHALL ALLOW FOR THE POSSIBILITY OF FIELD ADJUSTMENTS TO FINE
TUNING OF WALL HEIGHTS (PARTICULARLY RETAINING TO FREE STANDING WALLS) IN
BID.
4.b
Packet Pg. 136 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD 1802-1400 FLOOD 1401 20 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 3 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 6 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP 6 E/16
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 1,985 L.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 3 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 2 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 3 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-10 1"1 K/16
1" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.22-33 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
WATER METER 1" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 306.9 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 144.9 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 75.6 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1401
MV
C
FS
E
W3
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND - MAGNOLIA ENTRY
X
X
X XXXXXXXXEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPX
X
X XXXXXXXXXW W
S
S
S
S SSS
S
S
S
SSC E
W3 BF
FSMVMAGNOLIA AVENUE "K" S
T
R
E
E
T
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
C1 2.00
1"
C2 4.98
1"
C32.74
1"
C41.00
1"
C5 5.52
1"
C6 2.00
1"
1"
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NIRRIGATION PLAN - MAGNOLIA ENTRY
10
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 137 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
XXXX X X
XXXXXXXXXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPWWWWWWWWWWWWWWWWWSSSFS MV BF W2
B E
"B"STREET "B" STREET
LITTLE LEAGUE DRIVE
3 4"
3 4"
3 4"
3 4"
1"
B111.6
1"
B24.50
1"
B33.78
1"
B40.50
1"
114"
1"114"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD 1802-1400 FLOOD 1401 20 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 2 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 8 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP 8 E/16
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 2,302 L.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 2 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 2 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 1 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-10 1"1 K/16
1" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.22-33 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
WATER METER 1" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 408.7 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 157.1 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 143.0 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
1401
MV
B
FS
E
W2
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
IRRIGATION LEGEND - LITTLE LEAGUE ENTRY
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NIRRIGATION PLAN - LITTLE LEAGUE ENTRY
11
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 138 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFS
MV
BF
W5
E
E
B
B
K
K
K
K
K
B
B
B
BBBB
K
K
K
K
K
G
Y
K
K
G
B
YB
B
Y
R
R
R
A
M
M M
G
LITTLE LEAGUE DRIVE
"B"
STREET "F"STREET3 4"
1"
1"
3 4"
3 4"
3 4"
1"
3 4"
3 4"
1"
3 4"
1"
1"
3 4"
3 4"
3 4"
1"
1"
E13.50
1"
E2 9.95
1"
E3 10.7
1"
E45.50
1"
E510.8
1"
E68.08
1"
E79.07
1"
1"
1"
1"
E8 10.4
1"
E99.79
1"
E103.72
1"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
HUNTER MP STRIP PROS-12-PRS40-CV 2 A/16
SHRUB ROTATOR, 12" POP-UP WITH FACTORY INSTALLED
CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR
NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP,
RST=COPPER RIGHT STRIP, ON PRS40 BODY.
HUNTER MP1000 PROS-12-PRS40-CV 3 A/16
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ
ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360
ARC ON PRS40 BODY.
HUNTER MP2000 PROS-12-PRS40-CV 18 A/16
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ
ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON
PRS40 BODY.
HUNTER MP3000 PROS-12-PRS40-CV 16 A/16
SHRUB ROTATOR, 12" POP-UP WITH CHECK VALVE, PRESSURE
REGULATED TO 40 PSI, MP ROTARY NOZZLE. B=BLUE ADJ ARC
90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC ON PRS40
BODY.
RAIN BIRD 1802-1400 FLOOD 1401 36 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 3 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 3 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
RAIN BIRD MDCFCAP 3 E/16
DRIPLINE FLUSH VALVE CAP IN COMPRESSION FITTING
COUPLER.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 3,658 L.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 7 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 2 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 1 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-10 1"1 K/16
1" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.22-33 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
WATER METER 1" 1
WATER PRESSURE NOT VERIFIED
LST RST SST
M OL
K G R
B Y A
1401
MV
E
FS
E
W5
IRRIGATION LEGEND - PARK 'B' / BASIN
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,472 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 159.5 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 16.7 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NIRRIGATION PLAN - PARK 'B' / BASIN
12
NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 139 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
W
W
W
W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS "L" STREET
3 4"1"1"
3 4"1"1"
11 2"
3 4"1"3 4"1"
11 4"
3 4"
11 4"
1"
11 4"
3 4"
11 4"
3 4"11 2"
3 4"
3 4"
3 4"
3 4"
3 4"
11 4"
11 4"
3 4"
11 4"
11 2"
1"
1"11 4"
D1024.4
11 2"
D1116.9
1"
D12 23.3
11 2"
D13 16.0
1"
D1418.0
1"
D1515.0
1"
D1613.2
1"
D18 27.8
112"
D19 13.4
1"
D2117.6
1"
D2211.9
1"
11 4"
D177.00
1"D205.00
1"
114"
114"
212"
212"114"
1"
1"
11 4"
3 4"
3 4"
11 4"
11 4"
11 2"
212"11 4"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD R-VAN24 RD-06-SAM-P45 49 A/16
TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES.
HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF
SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI
IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED
INLET.
RAIN BIRD 1802-1400 FLOOD 1401 144 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 21 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 28 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-12 3,393 S.F. D/16
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 12"
O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 50,917 S.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
R-VAN24 R-VAN24-360
1401
IRRIGATION LEGEND - PARK 'A' / RV PARKING
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 13 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 16 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 7 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1-1/2"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-15 1-1/2"1 K/16
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
MV4
D
FS4
E
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,068 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 910.8 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 769.6 L.F. M/17
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 60.6 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
W4
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NIRRIGATION PLAN - PARK 'A'
13MATCHLINE - SEE SHEET 14NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 140 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
WWWWWWWWWWWWWWWW W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUUUUUUUUUUUUUUUUUUUUU "L" STREET
"L"
S
T
R
E
E
T
"
L
"
S
T
R
E
E
T
W4
MV4
FS4
3 4"
3 4"
11 2"
3 4"
1"
D211.5
1"
D319.4
1"
D427.4
1"
D51.39
1"
D7 9.62
1"
D8 1.21
1"
D9 12.8
1"
D14.50
1"
D2317.2
1"
D2413.7
1"
212"
21 2"
212"
212"
114"
114"
1"
114"
114"
212"
3 4"3 4"
1"
3 4"
11 4"
3 4"
212"
212"
212"
E
D
11 4"
114"
3 4"
D6 6.00
1"
3 4"
3 4"
1"
3 4"1"
3 4"
11 4"1"
11 4"
11 4"
D2510.3
1"
1"
1"
D265.50
1"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD R-VAN24 RD-06-SAM-P45 49 A/16
TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES.
HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF
SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI
IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED
INLET.
RAIN BIRD 1802-1400 FLOOD 1401 144 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 21 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 28 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-12 3,393 S.F. D/16
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 12"
O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 50,917 S.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
R-VAN24 R-VAN24-360
1401
IRRIGATION LEGEND - PARK 'A' / RV PARKING
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 13 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 16 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 7 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1-1/2"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-15 1-1/2"1 K/16
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
MV4
D
FS4
E
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,068 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 910.8 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 769.6 L.F. M/17
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 60.6 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
W4
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NIRRIGATION PLAN - PARK 'A'
14MATCHLINE - SEE SHEET 15MATCHLINE - SEE SHEET 13NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 141 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD R-VAN24 RD-06-SAM-P45 49 A/16
TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES.
HAND ADJUSTABLE MULTI-STREAM ROTARY W/RD1800 TURF
SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI
IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED
INLET.
RAIN BIRD 1802-1400 FLOOD 1401 144 B/16
FLOOD BUBBLER 2.0" POPUP
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD XCZ-100-PRB-COM 21 C/16
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1"
PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER.
0.3GPM TO 20GPM.
PIPE TRANSITION POINT ABOVE GRADE 28 D/16
PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING
WITH RISER TO ABOVE GRADE INSTALLATION.
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-12 3,393 S.F. D/16
XFS-CV ON-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 12"
O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. SPECIFY XF
INSERT FITTINGS. AVAILABLE ONLY IN CALIFORNIA
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFS-CV-06-18 50,917 S.F. D/16
XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITH A
HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
RAIN BIRD PESB-PRS-D 13 F/16
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER
IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 16 G/16
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LASCO FITTINGS TUBV-SC 7 H/16
1", 1-1/2", 2", AND 3" PLASTIC FULL BLOCK TRUE UNION BALL
VALVE. SHUT OFF/ISOLATION VALVE TO ELIMINATE WATER
HAMMER. INSTALL SAME SIZE AS MAINLINE.
BUCKNER-SUPERIOR 3100-PRS 1-1/2"1 I/16
NORMALLY OPEN BRASS PRESSURE REGULATING MASTER
VALVE. SEE PLAN FOR SIZE. SET PRESSURE REGULATION TO
100 PSI.
FEBCO 825YALF 1-1/2"1 J/16
LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER
CONTROLLER ASSEMBLY `B-E` 1 L/17
RAIN BIRD LXMEF CONTROLLER IN STAINLESS STEEL
ENCLOSURE WITH RAIN SENSOR. SEE SHEET _____ FOR
ASSEMBLY MODEL NUMBER AND SPECIFICATIONS. AVAILABLE
THROUGH GREEN PRODUCT SALES. CONTACT DARYL GREEN
(949) 584-7311.
FLOMEC QS200-15 1-1/2"1 K/16
1-1/2" INSERTION FLOWMETER, SCHEDULE 80 PVC HOUSING.
0.55-82 GPM RANGE, MAX. OPERATING PRESSURE 150 PSI.
2-WIRE CONNECTOR W/ LED INDICATORS FOR POWER AND
PULSE. STORAGE TEMPS -20 F TO +160 F.
ELECTRIC METER 1 L/17
TO BE PROVIDED ON DRY UTILITY PLANS. (6) LOCATIONS ON
SITE:
A - 17+ 80 LITTLE LEAGUE DRIVE
14+20 "B" STREET
10+60 "C" STREET
17+70 "L" STREET
14+40 "F" STREET
RONALD REAGAN PARK
WATER METER 1-1/2" 1
WATER PRESSURE NOT VERIFIED
IRRIGATION LATERAL LINE: PVC SCHEDULE 40 5,068 L.F. M/17
3/4" MIN. SIZE. INSTALL PER TRENCH DETAIL.
IRRIGATION MAINLINE: PVC SCHEDULE 40 910.8 L.F. M/17
1"-1 1.2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
IRRIGATION MAINLINE: PVC CLASS 315 769.6 L.F. M/17
MIN. 2" SIZE. SIZE NOTED ON PLANS. INSTALL PER TRENCH
DETAIL.
PIPE SLEEVE: PVC SCHEDULE 40 60.6 L.F. M/17
PIPE SLEEVE LOCATION. INSTALL A MIN. 12" BEYOND EDGE OF
HARDSCAPE. SEE PLAN FOR SIZES.
R-VAN24 R-VAN24-360
1401
MV4
D
FS4
E
W4
IRRIGATION LEGEND - PARK 'A' / RV PARKING
WWW W W W
WWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW "
L
"
S
T
R
E
E
T
"F"STREETD28 3.02
1"
D299.67
1"
D301.50
1"
D31 4.53
1"
D3317.9
1"
D345.50
1"
114"
114"
1"
1"
3 4"
1"
114"
1"
114"
114"
3 4"
11 4"
3 4"
D275.93
1"
D321.00
1"
3 4"
3 4"
1"
3 4"
3 4"
VALVE NUMBER
HYDROZONE
VALVE FLOW##
#"
VALVE CALLOUT
VALVE SIZE
#
SEE HYDROZONE PLAN FOR HYDROZONE TABLE AND
EXPLANATION OF HYDROZONE NUMBERS. REFER TO
THE WATER EFFICIENT LANDSCAPE WORKSHEET FOR
WATER BUDGET CALCULATIONS.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NIRRIGATION PLAN - RV PARKING
15MATCHLINE - SEE SHEET 14NOTE:
FOR IRRIGATION DETAILS, SEE SHEET 16
FOR IRRIGATION CALCULATIONS, SEE SHEET 17 & 18
4.b
Packet Pg. 142 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
REDUCE PRESSURE BACKFLOW PREVENTER
N.T.S.SCALE:VIEW
NOTES:
1. INSTALLATION MUST
CONFORM TO LOCAL CODES
2. CONTRACTOR MUST
PROVIDE BACKFLOW
CERTIFICATION
3. LOCATE BACKFLOW IN
PLANTER WHERE POSSIBLE
4. PROVIDE HASP W/ MASTER
#2526 PADLOCK
4"3"18"MIN.1
2
3
4
5
6
7
8
910
11
12
13
14
15
16
17
QUICKPAD FASTENING BRACKET
(2)
1
BRASS ELL 902
POLAR BEAR COVER (IF
SPECIFIED)
3
V.I.T. STRONGBOX SBBC SERIES
ENCLOSURE PER LEGEND &
SPECS
4
BACKFLOW PREVENTER PER
LEGEND & SPECS
5
BRASS NIPPLE LINE SIZE TYP. X
6" LONG MIN.
6
PRESSURE REGULATOR PER
IRRIGATION LEGEND (IF
SPECIFIED)
7
FILL INSIDE BASE WITH PEA
GRAVEL
8
SCH 80 PVC TO MASTER VALVE9
SCH 80 FEMALE ADAPTER10
BRASS NIPPLE11
NATIVE SOIL COMPACTED TO
ORIGINAL DENSITY
12
V.I.T. STRONGBOX QUICKPAD -
3/16" MIN. THICKNESS
ALUMINUM POWDER COATED
PREFORMED PAD - MODEL
#QP-30BF
13
SCH 80 PVC TO METER14
BALL VALVE15
V.I.T. STRONGBOX QUICKPAD
SUPPORT BASE - MODEL
#QP-30BF
16
FINISH GRADE17
J
SUBSURFACE DRIP LINE SYSTEM LAYOUT
SCALE:N.T.S.PLAN
NOTE:
TRIANGULAR SPACE
EMITTERS AS SHOWN
BELOW
2
4
16 73
8
9
F
A2" MIN.4" MAXMULCH DEPTH(SEE PLANTING NOTES)12" MIN.4" MIN.2" MIN.4" MIN.TO LATERAL
TO AIR RELIEF /
FLUSH VALVE
TO AIR RELIEF / FLUSH
VALVE / LATERAL
TYPICAL DRIPLINE SECTION
PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING
1
210
11
12 13 1 1415
16
1 10 11
2 17
13 15
16
11
11
17
18
13 1516
17
2
PRESSURE-COMPENSATING IN-LINE SUB-SURFACE EMITTER
TUBING: SEE
LEGEND
1
PVC SUPPLY HEADER2
PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER3
PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER
TUBING
4
PVC MAINLINE - SEE PLAN6
XERIGATION CONTROL VALVE - SEE LEGEND7
FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8
AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE
LEGEND
9
½" COMP X ¾" MPT ADAPTER10
SCH 40 PVC TEE (SxSxT)11
BARB x BARB TEE12
TOP OF MULCH (SEE SPECS)13
TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14
FINISHED GRADE15
TOP SOIL COVER16
PVC SCH 4017
PVC SCH 40 ELBOW18
NOTE: DRIPLINE TO BE BURIED 4" WITH MULCH ON
TOP. SEE PLANTING NOTES FOR MULCH DEPTH
*
*D
5 PIPE DIA10 PIPE DIA
FLOW SENSOR TO MASTER VALVE
SCALE:N.T.S.SECTION
1
2
3
456
78
9
10
11
12
1" IN TURF AREAS2" IN SHRUB AREAS4"CLR.2"CLR.FINISH GRADE1
1" ELECTRICAL CONDUIT & SWEEP ELLS2
PLASTIC VALVE BOX, W/ LOCKING COVER.
HEAT BRAND "FS" ONTO COVER
3
FLOW SENSOR - SEE LEGEND FOR
SPECIFICATIONS
4
PVC MAIN LINE TO MASTER VALVE.
LENGTH PER SPECS AND PLAN.
5
PVC MALE ADAPTER (2 REQ.)6
TWO CUBIC FOOT ¾" CRUSHED ROCK7
FILTER FABRIC8
BELDEN #9883 CABLE (SENSOR LEADS TO
DATA RECORDER)
9
CONDUIT BUSHING10
3M DBY-6 DIRECT BURY SPLICE KIT W/
SKOTCHLOK SPRING CONNECTORS
11
PVC MAINLINE PIPE PER SPECIFICATION12
13
PVC SCH. 80 - 45° ELL- (2) REQUIRED13
K
1 TOP SOIL COVER
2 TOP OF MULCH (SEE SPECS)
3 7-INCH VALVE BOX
RAIN BIRD SEB-7XB
4 RAINBIRD 'MDCFP' FLUSH CAP
5 RAINBIRD 'MDCFCOUP' COUPLING
6 'BLANK' LANDSCAPE DRIPLINE
TUBING
12 3
5
4
6
7
7 BRICK (1 OF 2)
8 3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
8
NOTE:
ALLOW A MIN. OF 6-INCHES OF
DRIPLINE TUBING IN BOX IN
ORDER TO DIRECT FLUSHED
WATER OUTSIDE VALVE BOX.
5 9 6
9 RAINBIRD 'MDMPT' ADAPTER
FROM PVC TO COUPLER
MANUAL FLUSH CAP CONNECT TO PVC HEADER
SCALE:N.T.S.SECTIONE
4" CLR.MIN.2"CLRNOTE: DO NOT CUT ADDITIONAL HOLES IN
BOX.
TO FLOW SENSOR
MASTER VALVE TO FLOW SENSOR
SCALE:N.T.S.SECTION
1
2 3 4
5
6
7
8
9 7
10
11
12
MASTER CONTROL VALVE1
FINISH GRADE2
JUMBO PLASTIC VALVE BOX - W/ LOCKING
COVER BRANDED 'MV' ON COVER
3
'3m DBY-6' ELECTRICAL CONNECTORS4
PVC MALE ADAPTER - (2) REQ.5
PVC SCH. 80 - 45° ELL - (2) REQ.6
SCH 80 SUPPLY LINE SECTION7
1-1/2 CUBIC FT. CRUSHED ROCK8
COMMON & CONTROL WIRES BACK TO
CONTROLLER IN CONDUIT (LMD ONLY)
9
24" MIN. EXPANSION LOOP10
FILTER FABRIC11
CHRISTY ID TAG (ID-MAX-P-2-RC-006)12
I
1
2" CLEAR2"2 3
4
5
6
7
8 910
11
12 13
14
15
16
17
REMOTE CONTROL VALVE
SCALE:N.T.S
CONTROL VALVE1
FINISH GRADE OF TURF2
FINISH GRADE OF SHRUB
AREA
3
3M DBY-6 DIRECT BURY
SPLICE KIT W/ SCOTCHLOK
SPRING CONNECTORS
4
PVC SCH 80 ELL5
PVC SCH 80 MAIL
ADAPTER (TWO
REQUIRED)
6
PVC SCH 80 NIPPLE7
CHRISTY VALVE
SEQUENCE TAG
8
MULCH BED9
PLASTIC RECTANGULAR
VALVE BOX WITH BOLT
DOWN COVER, USE
STAINLESS BOLT, NUT AND
WASHER. BOX TO BE
PLACED AT RIGHT ANGLE
TO HARDSCAPE EDGE.
HEAT BRAND "RCV" AND
CONTROL STATION #
ONTO LID
10
ONE CUBIC FT. CRUSHED
ROCK
11
P.V.C. MAINLINE12
P.V.C. SCH 80 TEE13
COMMON AND CONTROL
WIRES
14
24" MIN. EXPANSION LOOP15
SCH 80 UNION (SxS)16
FILTER FABRIC17
F
BALL OR GATE VALVE 2 1/2" OR LESS (TRUE UNION)
SCALE:N.T.S.SECTION18" MIN.1 FINISH GRADE
4" MIN.2 FILTER FABRIC
3 RECTANGULAR PLASTIC VALVE BOX, W/
LOCKING COVER BRANDED "GV"
4 UNION BALL VALVE - REFER TO LEGEND
(socket & FIPT thread end connectors)
5 PVC MAIN LINE
6 PVC MALE ADAPTER (2 REQUIRED)
7 ONE CUBIC FOOT ¾" CRUSHED ROCK
8 8" DIA. CL. 160 PVC SLEEVE W/ FLARED
BOTTOM CONTACTING SUPPLY LINE
1 3
7
4
5
6
NOTE:
INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH
GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS
8
2
5
H4" MIN.3"NOTE:
TEFLON TAPE ALL CONNECTIONS
QUICK COUPLER
SCALE:N.T.S.SECTION
1 2
3
FINISH GRADE IN TURF AREAS1
PLASTIC ROUND VALVE BOX WITH
BOLT DOWN COVER, USE STAINLESS
BOLT NUT AND WASHER. HEAT
BRAND "QC" ONTO LID. SEE LEGEND
/ SPECS FOR BOX COLOR
2
QUICK COUPLER KEY WITH MALE
HOSE BIB CONNECTION AS SHOWN,
KEY MUST CLEAR VALVE BOX
3
4
FINISH GRADE IN SHRUB AREAS4
5
QUICK COUPLER VALVE SEE LEGEND
FOR SPEC.
5
6
STAINLESS PUNCH LOK CLAMPS (2
REQ.)
6
7
BRASS NIPPLE (LENGTH AS REQ.)7
8
BRASS TRIPLE SWING JOINT (SIZE
PER QCV USE TWO BRASS STREET
ELLS, ONE THREADED ELL
FORASSEMBLY
8
9
MAINLINE (SEE LEGEND/SPECS.)9
10
#4 x 36" REBAR STAKE10
11 LANDSCAPE FILTER FABRIC11
12
3/4" ROCK, 1 CUBIC FT12
SCH 80 TEE (SXSXT)
13
13
G
XERIGATION CONTROL ZONE KIT - LT. COMMERCIAL
SCALE:N.T.S.SECTION
NOTE:
VALVE BOX LIDS SHALL BE BRANDED WITH ABBREVIATED INITIALS FOR EACH DEVICE
1 2
3
4 86 1
11
12
18
10
916717519
13 14 15
FINISH GRADE / TOP OF MULCH1
VALVE BOX WITH COVER: JUMBO SIZE HEAT BRAND 'RCV' AND CONTROLLER STATION #
ONTO LID.
2
30-INCH LINEAR LENGTH OF WIRE, COILED3
WATER PROOF CONNECTOR: USE 3M DBY-6 DIRECT BURY SPLICE KIT (SKOTCH LOK
CONNECTOR W/ GEL FILLED POLYPROPYLENE TUBE)
4
FILTER FABRIC5
CHRISTY ID TAG6
REMOTE CONTROL VALVE (INCLUDED ON CONTROL ZONE KIT) SEE PLAN FOR SIZE.7
PRESSURE REGULATING QUICK CHECK BASKET FILTER (INCLUDED IN CONTROL ZONE KIT)8
PVC SCH 40 FEMALE ADAPTOR9
LATERAL PIPE (TO SYSTEM)10
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL11
PVC SCH 80 ELL12
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL13
PVC SCH 80 TEE OR ELL14
MAINLINE PIPE15
3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL16
PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN CONTROL ZONE KIT)17
PVC UNION18
BRICK (1 OF 4)19
CPOP-UP TREE BUBBLER
SCALE:N.T.S.SECTION / ELEVATION / PLAN VIEW
PLAN VIEW
SCALE: NTS
SECTION
ELEVATION
VARIES
8
9
1
5 8
9
13
14
10
11
12
1
3
2 7
6
1 4
ENLARGEMENT
SCALE: 1 1/2" =
1'-0"
4
15 16
STREAM SPRAY BUBBLER - SEE IRRIGATION LEGEND.
INSTALL AT EDGE OF ROOT BALL AND SPRAY TOWARDS
TRUNK
1
SWING JOINT ASSEMBLY - SEE IRRIGATION PLAN2
LATERAL LINE - SEE IRRIGATION PLAN3
TREE - SEE PLANTING PLAN4
TREE STAKE - SEE PLANTING DETAILS5
FINISH SURFACE - SEE PRECISE GRADING PLAN6
COMPACTED SUB-GRADE PER GEO-TECHNICAL SOILS
REPORT
7
ROOT BALL8
PLANT PIT9
TEFLON TAPE THREADS OF BUBBLER TO NIPPLE10
UVR 1/2" PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)11
ANTI DRAIN VALVE (ADV) IN RISER AS REQUIRED12
PVC SCH. 80 TEE IN LATERAL13
PVC 90 DEGREE ELL14
EXISTING CURB - SEE CONSTRUCTION PLAN15
EXISTING SIDEWALK - SEE CONSTRUCTION PLAN16
BLAWN / SHRUB POP-UP (TRIPLE SWING JOINT)
SCALE:N.T.S.SECTION
NOTE:
CONTRACTOR MAY USE PRE-FABRICATED TRIPLE
SWING JOINT ASSEMBLY AS APPROVED BY THE
LANDSCAPE ARCHITECT
6" MIN. / 12" MAX.12" COVERNOTE:
TEFLON TAPE ALL CONNECTIONS
1
2
345
6
7
8
FINISH GRADE1
POP-UP SPRAY HEAD2
SCH 40 P.V.C. S x S x T FITTING
LATERAL x SPRINKLER INLET SIZE
3
P.V.C. SCH 80 NIPPLE4
TEFLON TAPE THREADS5
P.V.C. LATERAL6
PRE-ASSEMBLED SWING JOINT WITH
TWO POLY ELLS (THREADED x
INSERT) AND 6" POLY TUBING. SIZE
PER SPRINKLER OUTLET.
7
HARDSCAPE8
A
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2IRRIGATION DETAILS
16
4.b
Packet Pg. 143 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
CONTROLLER ASSEMBLY - ISA6 TOP ENTRY
SCALE:SECTION / ELEVATIONNTS
* NOTE ALL GROUNDING
REQUIREMENTS FOR CONTROLLER
ASSEMBLIES SHALL CONFORM TO
LOCAL ELECTRICAL CODES.
IMPERIAL ASSEMBLY WITH CONCRETE BASE IMPERIAL ASSEMBLIES 16" TOP ENTRY
SATELLITE ASSEMBLY NEMA 3R
RAINPROOF ENCLOSURE (UL LISTED)
1
CONTROLLER2
POWER SWITCH/GFI RECEPTACLE3
MASTER VALVE RELAY ASSEMBLY OR
PUMP START RELAY ASSEMBLY
(OPTIONAL)
4
TERMINAL BOARD5
REMOTE RECEIVER CONNECTOR6
1" PVC CONDUIT FOR 120 VAC FROM
METERED POWER SUPPLY
7
PVC CONDUIT FOR CONTROL WIRES,
SIZE AS REQUIRED
8
FILL VOIDS WITH 3/8" PEA GRAVEL9
1-1/4" PVC CONDUIT FOR FLOW SENSOR
CABLE PAIGE CABLE P - 7162 - D
10
POURED CONCRETE BASE11
12
FINISH SURFACE - REFER TO PRECISE
GRADING PLAN
12
COMPACTED SUB-GRADE PER
GEO-TECHNICAL SOILS REPORT
13
REMOTE
25
26
27
28
29
30
31
32
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
IMPERIAL10748-001 ASS
W1
W2J21
33720TB2TB
1
J31
12
J 4
1
12J 1J 4
1
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48W1W2TB
2TB1 J21
12J 3112
FS(RED)
FS(BLK)
24 VAC
RS
RS
TW
TW
PUMP
MV(HOT)
MV COM
COM
COM
1
2
3
4
5
6
7
8
9
10
11
12
37
20J 1
J 4
1 W3J 4112
TB313
14
15
16
17
18
19
20
21
22
23
24
BYPASS SLAVE
HOT
COM
IMPERIAL10T24-001 ASSK1F1TB4SW1
2'-0"
6"
MIN.12"38"16"
1
2 3
4
5
67
8
9
10
11
13
L PIPE SLEEVING AND TRENCHING
SCALE:N.T.S.SECTION
SAND BACKFILL
SCH. 40 P.V.C. OR SCH
80, SEE NOTES
ABOVE, 2X LINE SIZE
CONTROL WIRES USE
SEPARATE P.V.C. SCH
40 SLEEVE UNDER ALL
PAVING 2 ½" MIN.
MAINLINE
MAIN LINE
CONTROL WIRES
TAPED AT 10'
INTERVALS BELOW
MAINLINE
MAIN LINE AND CONTROL WIRES IN
AVERAGE SOIL CONDITIONS
DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5 1/2" SIZE
A
18"
24"
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
24" 4"
LATERAL PIPES
DIMENSION
ALL HEADS (UNLESS
OTHERWISE SPEC'D)
A
12"
FINISH SURFACE
PAVING
SUBBASE
FINISH GRADE
FINISH GRADE
LATERAL LINE-
SEE SECTION
'B' FOR UNDER
PAVING
CONDITION.
SECTION C
SECTION A
SECTION B
NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN.
HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT
TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS
AND TO 90% COMPACTION IN PAVED AREAS.
'A' IS MEASURED
BELOW AGGREGATE
BASE OF PAVING
SECTION A SECTION B
SECTION C
B B
B
A
A
A
6" SIZE or GREATER 24"
SLEEVES UNDER ROADS / PAVING:
6" DIA OR LESS 36" COVER
GREATER THAN 6" 48" COVER
SCH 80 PVC
SLEEVES UNDER PAVING(NON-ROAD)
LESS THAN 3" DIA. 18" COVER
3" - 5 1/2"24" COVER
6" OR GREATER 36" COVER
SCH 40 PVC
WARNING TAPE -
SEE NOTE BELOW
12"M
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2IRRIGATION CALCULATIONS & NOTES
17
IRRIGATION NOTES:
MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE
INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A
MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS
INDICATED ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF
SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.
LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE
AND SHALL BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO
SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF
REJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED
BY THE OWNER'S REPRESENTATIVE.
120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL
BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE
THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE
CONTROLLER.
SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS
OTHERWISE SPECIFIED.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER
HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY
ONTO WALKS, STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN
PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE
INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR
SHALL LOCATE ALL VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME
FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING
WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR
SHALL REPAIR OR REPLACE ITEMS DAMAGED BY WORK. SHALL ALSO
COORDINATE WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND
INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER
ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE
BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,
THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
ANY REVISIONS NECESSARY.
SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL
BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR
TYPICAL INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS.
PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE
ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR
MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A
SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. NO LOW HEAD
DRAINAGE ALLOWED
CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
THE PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK
UNDER THIS CONTRACT.
THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE
OWNER.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS
AND PER THE SPECIFICATIONS.
PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT
THE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR
EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND
CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY
UTILITIES.
THE CONTRACTOR SHALL PROTECT WORK FROM DAMAGE AND THEFT AND
REPLACE ALL DAMAGED OR STOLEN PARTS AT THEIR EXPENSE UNTIL THE
WORK IS ACCEPTED IN WRITING BY THE OWNER.
THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING
PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION
DRAWINGS AT EACH POINT OF CONNECTION.
THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF
EXCESS EQUIPMENT, MATERIALS AND RUBBISH.
PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF
150 PSI FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT.
IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO
MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING
THE DATE OF FINAL ACCEPTANCE OF THE WORK.
MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF
CALIFORNIA AND LOCAL CODES.
4.b
Packet Pg. 144 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
CRITICAL ANALYSIS CRITICAL ANALYSIS CRITICAL ANALYSIS
NUMBER MODEL SIZE TYPE GPM WIRE DESIGN PSI FRICTION LOSS VALVE LOSS PSI PSI @ POC PRECIP
B1 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 11.57 53.3 30 0.19 9.09 39.27 52.65 0.43 in/h
B2 RAIN BIRD PESB-PRS-D 1" BUBBLER 4.50 56.6 30 0.62 1.65 32.26 43.74 1.03 in/h
B3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 3.78 135.4 30 0.23 2.78 33.02 44.79 0.43 in/h
B4 RAIN BIRD PESB-PRS-D 1" BUBBLER 0.50 138.2 30 1 31.00 42.26 1.09 in/h
C1 RAIN BIRD PESB-PRS-D 1" BUBBLER 2.00 55.6 30 0.03 1.40 31.44 42.75 1.00 in/h
C2 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.98 58.5 30 0.12 3.98 34.10 45.90 0.43 in/h
C3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 2.74 99.7 30 0.07 1.94 32.00 43.51 0.43 in/h
C4 RAIN BIRD PESB-PRS-D 1" BUBBLER 1.00 102.5 30 0.02 1.30 31.33 42.61 1.12 in/h
C5 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 5.52 143.0 30 0.35 4.34 34.69 47.50 0.43 in/h
C6 RAIN BIRD PESB-PRS-D 1" BUBBLER 2.00 145.8 30 0.04 1.40 31.44 42.89 1.09 in/h
D1 RAIN BIRD PESB-PRS-D 1" BUBBLER 4.50 66.0 30 0.59 1.65 32.25 43.81 0.89 in/h
D2 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 11.49 158.5 30 0.19 9 39.18 51.03 0.43 in/h
D3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 19.43 164.5 30 0.13 21.42 51.55 64.54 0.43 in/h
D4 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 27.36 169.7 30 0.54 22.50 53.04 67.61 0.43 in/h
D5 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 1.39 174.9 30 0.05 1.60 31.65 43.20 0.43 in/h
D6 RAIN BIRD PESB-PRS-D 1" BUBBLER 6.00 285.5 30 1.24 1.72 32.96 44.57 0.91 in/h
D7 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 9.62 291.1 30 2.93 7.05 39.97 51.66 0.43 in/h
D8 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 1.21 437.3 30 0.02 1.55 31.57 43.13 0.43 in/h
D9 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 12.75 442.6 30 0.22 10.44 40.66 52.88 0.43 in/h
D10 RAIN BIRD PESB-PRS-D 1-1/2" TURF ROTARY 24.36 530.3 45 2.20 3.77 50.96 65.76 0.39 in/h
D11 RAIN BIRD PESB-PRS-D 1" TURF ROTARY 16.92 536.3 45 2.82 2.56 50.38 63.44 0.37 in/h
D12 RAIN BIRD PESB-PRS-D 1-1/2" TURF ROTARY 23.32 602.3 45 4.82 3.80 53.62 68.30 0.34 in/h
D13 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 15.96 608.1 30 1.08 14.82 45.90 58.85 0.96 in/h
D14 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 17.97 613.4 30 0.11 18.64 48.75 62.12 0.96 in/h
D15 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 14.97 619.0 30 0.26 12.97 43.23 56 0.43 in/h
D16 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 13.19 624.2 30 0.09 10.94 41.03 53.46 0.43 in/h
D17 RAIN BIRD PESB-PRS-D 1" BUBBLER 7.00 630.3 30 1.53 1.74 33.26 44.97 0.90 in/h
D18 RAIN BIRD PESB-PRS-D 1-1/2" TURF ROTARY 27.84 721.5 45 3.36 3.66 52.02 68.34 0.37 in/h
D19 RAIN BIRD PESB-PRS-D 1" TURF ROTARY 13.35 728.3 45 2.05 2.17 49.22 61.84 0.35 in/h
D20 RAIN BIRD PESB-PRS-D 1" BUBBLER 5.00 799.7 30 0.79 1.70 32.49 44.30 0.93 in/h
D21 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 17.62 805.8 30 0.12 17.98 48.10 63.31 0.43 in/h
D22 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 11.87 811.2 30 4.16 9.43 43.58 56.73 0.43 in/h
D23 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 17.22 80.3 30 1.09 17.22 48.30 61.60 0.43 in/h
D24 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 13.68 85.3 30 0.79 11.50 42.29 54.92 0.43 in/h
D25 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.27 90.3 30 2.34 7.61 39.95 51.95 0.43 in/h
D26 RAIN BIRD PESB-PRS-D 1" BUBBLER 5.50 169.2 30 1.22 1.71 32.93 44.80 0.86 in/h
D27 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 5.93 331.9 30 0.26 4.61 34.88 48.22 0.43 in/h
D28 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 3.02 337.7 30 0.05 2.02 32.07 44.15 0.43 in/h
D29 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 9.67 562.0 30 0.10 7.08 37.18 59.31 0.43 in/h
D30 RAIN BIRD PESB-PRS-D 1" BUBBLER 1.50 567.7 30 0.09 1.35 31.44 43.33 0.89 in/h
D31 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.53 259.6 30 0.12 3.53 33.65 45.58 0.43 in/h
D32 RAIN BIRD PESB-PRS-D 1" BUBBLER 1.00 344.3 30 0.11 1.30 31.42 43 0.92 in/h
D33 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 17.86 402.8 30 0.27 18.43 48.71 69.09 0.43 in/h
D34 RAIN BIRD PESB-PRS-D 1" BUBBLER 5.50 503.2 30 1.23 1.71 32.94 46.32 0.86 in/h
E1 RAIN BIRD PESB-PRS-D 1" BUBBLER 3.50 75.7 30 0.15 1.55 31.70 43.27 1.07 in/h
E2 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 9.95 78.7 30 0.12 7.27 37.39 51.74 0.43 in/h
E3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.71 81.8 30 0.15 8.11 38.26 53.17 0.43 in/h
E4 RAIN BIRD PESB-PRS-D 1" BUBBLER 5.50 65.7 30 1.47 1.71 33.19 45.19 1.03 in/h
E5 RAIN BIRD PESB-PRS-D 1" SHRUB ROTARY 10.79 68.8 40 3.33 1.89 45.22 59.75 0.29 in/h
E6 RAIN BIRD PESB-PRS-D 1" SHRUB ROTARY 8.08 71.9 40 2.02 1.76 43.79 56.99 0.26 in/h
E7 RAIN BIRD PESB-PRS-D 1" SHRUB ROTARY 9.07 75.7 40 2.41 1.78 44.19 57.97 0.25 in/h
E8 RAIN BIRD PESB-PRS-D 1" SHRUB ROTARY 10.44 108.6 40 4.84 1.85 46.69 62.25 0.27 in/h
E9 RAIN BIRD PESB-PRS-D 1" SHRUB ROTARY 9.79 111.9 40 4.11 1.80 45.91 61.07 0.26 in/h
E10 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 3.72 115.3 30 0.07 2.72 32.79 44.58 0.43 in/h
Common Wire 2,142
VALVE SCHEDULECRITICAL ANALYSIS CRITICAL ANALYSIS
Generated:2020-07-14 18:10
P.O.C. NUMBER: 01
Water Source Information: WATER PRESSURE
NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:37.50 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:81.00 psi
DESIGN ANALYSIS
Maximum Station Flow:5.52 gpm
Flow Available at POC:37.50 gpm
Residual Flow Available: 31.98 gpm
Critical Station:C5
Design Pressure:30.00 psi
Friction Loss:0.32 psi
Fittings Loss:0.03 psi
Elevation Loss:0.00 psi
Loss through Valve:4.34 psi
Pressure Req. at Critical Station: 34.70 psi
Loss for Fittings:0.12 psi
Loss for Main Line:1.22 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:10.99 psi
Loss for Master Valve:0.22 psi
Loss for Water Meter:0.25 psi
Critical Station Pressure at POC: 47.50 psi
Pressure Available:81.00 psi
Residual Pressure Available: 33.50 psi
Generated:2020-07-14 18:10
P.O.C. NUMBER: 02
Water Source Information: WATER PRESSURE
NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:37.50 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:81.00 psi
DESIGN ANALYSIS
Maximum Station Flow:11.57 gpm
Flow Available at POC:37.50 gpm
Residual Flow Available: 25.93 gpm
Critical Station:B1
Design Pressure:30.00 psi
Friction Loss:0.17 psi
Fittings Loss:0.02 psi
Elevation Loss:0.00 psi
Loss through Valve:9.09 psi
Pressure Req. at Critical Station: 39.26 psi
Loss for Fittings:0.06 psi
Loss for Main Line:0.61 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:10.87 psi
Loss for Master Valve:0.99 psi
Loss for Water Meter:0.86 psi
Critical Station Pressure at POC: 52.65 psi
Pressure Available:81.00 psi
Residual Pressure Available: 28.35 psi
CRITICAL ANALYSIS
Generated:2020-07-14 18:10
P.O.C. NUMBER: 04
Water Source Information: WATER PRESSURE NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1-1/2"
Flow Available:40.32 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:81.00 psi
DESIGN ANALYSIS
Maximum Station Flow:27.84 gpm
Flow Available at POC:40.32 gpm
Residual Flow Available: 12.48 gpm
Critical Station:D33
Design Pressure:30.00 psi
Friction Loss:0.25 psi
Fittings Loss:0.02 psi
Elevation Loss:0.00 psi
Loss through Valve:18.43 psi
Pressure Req. at Critical Station: 48.71 psi
Loss for Fittings:0.72 psi
Loss for Main Line:7.17 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:11.39 psi
Loss for Master Valve:0.45 psi
Loss for Water Meter:0.65 psi
Critical Station Pressure at POC: 69.09 psi
Pressure Available:81.00 psi
Residual Pressure Available: 11.91 psi
CRITICAL ANALYSIS
Generated:2020-07-14 18:10
P.O.C. NUMBER: 01
Water Source Information: WATER PRESSURE
NOT VERIFIED
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:37.50 gpm
PRESSURE AVAILABLE
Static Pressure at POC:85.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:81.00 psi
DESIGN ANALYSIS
Maximum Station Flow:10.79 gpm
Flow Available at POC:37.50 gpm
Residual Flow Available: 26.71 gpm
Critical Station:E8
Design Pressure:40.00 psi
Friction Loss:4.40 psi
Fittings Loss:0.44 psi
Elevation Loss:0.00 psi
Loss through Valve:1.85 psi
Pressure Req. at Critical Station: 46.69 psi
Loss for Fittings:0.28 psi
Loss for Main Line:2.83 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow:10.89 psi
Loss for Master Valve:0.82 psi
Loss for Water Meter:0.74 psi
Critical Station Pressure at POC: 62.25 psi
Pressure Available:81.00 psi
Residual Pressure Available: 18.75 psi
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2IRRIGATION CALCULATIONS
18
4.b
Packet Pg. 145 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
"K" S
T
R
E
E
TMAGNOLIA AVENUEX
X
X XXXXXXXXEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPEXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPX
X
X XXXXXXXXXS
S
S
S SSS
S
S
S
SSW
W W W W W W W W W W
W
W
W
W
W
W
W W W W W W
WWWWWWWWWWW
W
W
W
W
W
W
W
W W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
W
W
W
W
W
W
W
W
W W
W W
WWWW
CS CS CS CS CS
CS
CS
CS
CS
CS
T
T
WWWWWWW
C
C
C
C
C
C
C C C C C
C C
C
C
C
A
A
A
A
A
A A
A
A
A
C C
C
C
C C
C
C
C
C
CC
W
W
W
W
W W
W
W
W
W
W
W
WW
W
WW
W
A
A
A
W
CS
CS
W
W
W
W
W
W
W
W
W
W
W W W W W W W
W
WW
W
W
W
W
C C
C C
C C C C
C
C C
CS
CS
CS
CS
CS
CS
A
A
A A
A
A
AA
W W W W W
W
W
W
W
W
A
A
36" Box - 1
PAR DES 36" box STD - 2
LAU NOB
1 - 36" Box
PAR DES
1 - 36" Box
PAR DES
1 - 36" Box
PAR DES
1 - 36" Box
PAR DES
2 - 36" box STD
LAU NOB
1 - 48"box
ACA SAL
B/25
B/25
B/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW 1 A/25
LAURUS NOBILIS / SWEET BAY 36" BOX STD LOW 4 A/25
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 36" BOX LOW 5 A/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
AGAVE AMERICANA / CENTURY PLANT 5 GAL LOW 3 C/25
AGAVE AMERICANA `BLUE GLOW` / BLUE GLOW AGAVE 5 GAL LOW 20 C/25
CAESALPINIA MEXICANA / MEXICAN BIRD OF PARADISE 5 GAL LOW 2 C/25
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 39 C/25
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 18 C/25
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 37 C/25
LAMPRANTHUS SPECTABILIS / TRAILING ICE PLANT 1 GAL LOW 35 C/25
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 21 C/25
TECOMA STANS / YELLOW BELLS 5 GAL LOW 3 C/25
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 119 C/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 71 SF E/25
ROSMARINUS O. `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL LOW 24" o.c. 84 SF E/25
A
A
C
CS
E
T
W
PLANT LEGEND - MAGNOLIA ENTRY
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NPLANTING PLAN - MAGNOLIA ENTRY
19
NOTE:
FOR PLANTING DETAILS, SEE SHEET 25
4.b
Packet Pg. 146 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
B/25
B/25
B/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ARBUTUS X `MARINA` / ARBUTUS STANDARD 24" BOX LOW 7 A/25
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 36" BOX LOW 2 A/25
TRISTANIA LAURINA / WATER GUM 24" BOX MEDIUM 1 A/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
AGAVE AMERICANA / CENTURY PLANT 5 GAL LOW 2 C/25
AGAVE AMERICANA `BLUE GLOW` / BLUE GLOW AGAVE 5 GAL LOW 11 C/25
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 35 C/25
CALLISTEMON VIMINALIS `SLIM` / SLIM WEEPING BOTTLEBRUSH 5 GAL LOW 16 C/25
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 30 C/25
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 16 C/25
LAMPRANTHUS SPECTABILIS / TRAILING ICE PLANT 1 GAL LOW 34 C/25
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 14 C/25
MUHLENBERGIA CAPILLARIS `REGAL MIST` TM / REGAL MIST PINK MUHLY GRASS 5 GAL LOW 44 C/25
STRELITZIA JUNCEA / NARROW-LEAFED BIRD OF PARADISE 5 GAL LOW 16 C/25
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 76 C/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 104 SF E/25
A
A
C
CS
E
W
PLANT LEGEND - LITTLE LEAGUE ENTRY
D/25
"B" STREETLITTLE LEAGUE DRIVE
"B" STREET
XXXX X X
XXXXXXXXXXEXIT
LOOP
INSIDE AUTO
REVERSE LOOP
SHADOW OR
"C" LOOP
OUTSIDE AUTO
REVERSE LOOP
EXITLOOPINSIDE AUTOREVERSE LOOPSHADOW OR"C" LOOPOUTSIDE AUTOREVERSE LOOPWWWWWWWWWWWWWWWWSSSCS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
A
A
A
CSEE
A
CSCSCS
W
W
W
W
W
A A
A
W
W
W
W
W
W W
W
W
W
W
W
C
C
C
C
C
CC
C C
C C
A
A
A
A
A
W W
WW
E E E E E E E E E E E E E EC
C
C
C
C
C C C
C
C
C C C
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W
W
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C
C
C
CCC
C CC
WWWWWWWWWWWWWWWWW
W
W
W
W
W
W
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A
24" Box - 3
ARB HYB
36" Box - 1
PAR DES
1 - 24" Box
TRI WAT
4 - 24" Box
ARB HYB
1 - 36" Box
PAR DES
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NPLANTING PLAN - LITTLE LEAGUE ENTRY
20
NOTE:
FOR PLANTING DETAILS, SEE SHEET 25
4.b
Packet Pg. 147 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
E E E E E E E E E E E E E E E E E
E
E
E
E
RC
RC
RCRC
RC
RC
T
T
T T
T T
T
T T
T
TT
TT
T
A
A
A
A
RC RC RC RC
RC RC
RC
RCRC
W
W
W
W
W W
W
W
W W W
W
W
W
W
W
W
W
W W
W
W
W
W
C
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
WWWWWW
W
W W W W
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W
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W
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W
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W
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W W W
RC
W
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C C C C
RC
RC
RC
RC
RC
RC RC
RC
RC
RC
RC
RC
RC RC
RC RC
RC
RC RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
RC
T
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T
T
T
T
T
TT
T
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T
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T
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RCRC
RC
RC
RC
RC
RC
T
T
T
24" Box - 4
ARB HYB
24" Box - 2
FRA OXY
36" Box - 1
ACA SAL
24" Box - 1
CHI PIN
36" Box - 1
QUE ILE
24" Box - 2
CHI PIN
36" Box - 1
PLA SYC
2 - 24" Box
FRA OXY
1 - 24" Box
FRA OXY
2 - 24" Box
CHI PIN
1 - 24" Box
FRA OXY
B/25
B/25
B/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ACACIA SALICINA / WILLOW ACACIA 36" BOX LOW 1 A/25
ARBUTUS X `MARINA` / ARBUTUS STANDARD 24" BOX LOW 4 A/25
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX MEDIUM 6 A/25
PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 36" BOX MEDIUM 1 A/25
QUERCUS ILEX / HOLLY OAK 36" BOX LOW 1 A/25
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 5 A/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
AGAVE AMERICANA / CENTURY PLANT 5 GAL LOW 4 C/25
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH 1 GAL LOW 30 C/25
DODONAEA VISCOSA `PURPUREA` / PURPLE LEAFED HOPSEED BUSH 5 GAL COLUMN LOW 19 C/25
ELAEAGNUS PUNGENS / THORNY ELEAGNUS 5 GAL LOW 36 C/25
LEUCOPHYLLUM FRUTESCENS `COMPACTA` / COMPACT TEXAS RANGER 5 GAL LOW 66 C/25
RHAMNUS CALIFORNICA `MOUND SAN BRUNO` / CALIFORNIA COFFEEBERRY 5 GAL LOW 68 C/25
TECOMA STANS / YELLOW BELLS 5 GAL LOW 34 C/25
WESTRINGIA FRUTICOSA `MUNDI` / DWARF COAST ROSEMARY 5 GAL LOW 74 C/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH 1 GAL LOW 36" o.c. 2,734 SF E/25
CAREX PRAEGRACILIS / CALIFORNIA FIELD SEDGE PLUGS MEDIUM 18" o.c. 2,812 SF E/25
LANTANA MONTEVIDENSIS `NEW GOLD` / TRAILING LANTANA 1 GAL LOW 24" o.c. 746 SF E/25
MYOPORUM PARVIFOLIUM `PUTAH CREEK` / PUTAH CREEK MYOPORUM 1 GAL LOW 36" o.c. 3,320 SF E/25
ROSMARINUS O. `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL LOW 24" o.c. 467 SF E/25
A
C
E
RC
T
W
PLANT LEGEND - PARK 'B' / BASIN
B/25
B/25
B/25
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 10'NPLANTING PLAN - PARK 'B' / BASIN
21
NOTE:
FOR PLANTING DETAILS, SEE SHEET 25
4.b
Packet Pg. 148 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
"L" STREET
MAGNOLIA AVENUEW
W
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GS
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GS
GS
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GS
GS
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GS
GS
GS
GS
GS
GS
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GSGS
GS
La
La
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La
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La
La
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La
La
La
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La
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La
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La
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GSGS
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GS
GS
GS
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GS
GS
La
LaLa
LaLa
La
GS
GGGG
G
G G
G
G
3 - 36" Box
RHU SUM
36" Box - 1
PLA SYC
1 - 36" Box
QUE ILE
24" Box - 8
FRA OXY
24" Box - 3
GEI PAR
4 - 24" Box
GEI PAR 1 - 36" Box
QUE ILE
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW 2 A/25
ARBUTUS X `MARINA` / ARBUTUS STANDARD 24" BOX LOW 9 A/25
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX MEDIUM 18 A/25
GEIJERA PARVIFLORA / AUSTRALIAN WILLOW 24" BOX LOW 11 A/25
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 36" BOX LOW 2 A/25
PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 36" BOX MEDIUM 5 A/25
QUERCUS ILEX / HOLLY OAK 36" BOX LOW 3 A/25
RHUS LANCEA / AFRICAN SUMAC 36" BOX LOW 11 A/25
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 6 A/25
BOTANICAL / COMMON NAME
PLANT LEGEND - PARK 'A' / RV PARKING
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
DISTICTIS X `RIVERS` / ROYAL TRUMPET VINE 5 GAL MEDIUM 9 C/25
GREVILLEA LANIGERA `MT. TAMBORITHA` / MT. TAMBORITHA WOOLLY GREVILLEA 5 GAL LOW 29 C/25
GREVILLEA X `CANBERRA GEM` / CANBERRA GEM GREVILLEA 5 GAL LOW 197 C/25
GREVILLEA X `MAGIC LANTERN` / MAGIC LANTERN GREVILLEA 5 GAL LOW 212 C/25
LANTANA X `NEW GOLD` / NEW GOLD LANTANA 5 GAL LOW 230 C/25
MUHLENBERGIA CAPILLARIS `REGAL MIST` TM / REGAL MIST PINK MUHLY GRASS 5 GAL LOW 465 C/25
PARTHENOCISSUS TRICUSPIDATA / JAPANESE CREEPER 5 GAL MEDIUM 20 C/25
TECOMA X `GOLD STAR` / DWARF YELLOW BELLS 5 GAL LOW 177 C/25
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 440 C/25
G
La
GS
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH 1 GAL LOW 36" o.c. 8,495 SF E/25
CAREX TUMULICOLA / BERKELEY SEDGE 1 GAL LOW 12" o.c. 6,770 SF E/25
ROSMARINUS O. `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL LOW 24" o.c. 7,326 SF E/25
TURF SOD / DROUGHT TOLERANT FESCUE BLEND SODDED HIGH 17,272 SF E/25
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NPLANTING PLAN - PARK 'A'
22MATCHLINE - SEE SHEET 23NOTE:
FOR PLANTING DETAILS, SEE SHEET 25
4.b
Packet Pg. 149 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
"L" STREET
WWWWWWWWWWWWWWWW W W W SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUUUUUUUUUUUUUUUUUUUUUGS
GS
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GS
GSGS
GS
GS
GS
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GS
GS
GS
GS
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GSGS
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GSGS
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La
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La
La
La
La
La
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La
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La
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GSGSGS
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La
La
La La
La
La
La
La
LaLa
La
LaLa
La
LaLa
La
La
La
La
G
G
La
LaLa
La
1 - 24" Box
FRA OXY
2 - 24" Box
FRA OXY
1 - 36" Box
PAR DES
1 - 36" Box
RHU SUM
1 - 36" Box
PLA SYC
1 - 36" Box
RHU SUM
36" Box - 2
RHU SUM
3 - 24" Box
GEI PAR
48"box - 1
ACA SAL
24" Box - 1
FRA OXY
24" Box - 1
ARB HYB
3 - 36" Box
RHU SUM
3 - 24" Box
ARB HYB
24" Box - 5
FRA OXY
24" Box - 1
FRA OXY
36" Box - 1
PLA SYC
1 - 24" Box
GEI PAR
1 - 36" Box
QUE ILE
1 - 36" Box
RHU SUM
1 - 48"box
ACA SAL
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW 2 A/25
ARBUTUS X `MARINA` / ARBUTUS STANDARD 24" BOX LOW 9 A/25
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX MEDIUM 18 A/25
GEIJERA PARVIFLORA / AUSTRALIAN WILLOW 24" BOX LOW 11 A/25
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 36" BOX LOW 2 A/25
PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 36" BOX MEDIUM 5 A/25
QUERCUS ILEX / HOLLY OAK 36" BOX LOW 3 A/25
RHUS LANCEA / AFRICAN SUMAC 36" BOX LOW 11 A/25
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 6 A/25
BOTANICAL / COMMON NAME
PLANT LEGEND - PARK 'A' / RV PARKING
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
DISTICTIS X `RIVERS` / ROYAL TRUMPET VINE 5 GAL MEDIUM 9 C/25
GREVILLEA LANIGERA `MT. TAMBORITHA` / MT. TAMBORITHA WOOLLY GREVILLEA 5 GAL LOW 29 C/25
GREVILLEA X `CANBERRA GEM` / CANBERRA GEM GREVILLEA 5 GAL LOW 197 C/25
GREVILLEA X `MAGIC LANTERN` / MAGIC LANTERN GREVILLEA 5 GAL LOW 212 C/25
LANTANA X `NEW GOLD` / NEW GOLD LANTANA 5 GAL LOW 230 C/25
MUHLENBERGIA CAPILLARIS `REGAL MIST` TM / REGAL MIST PINK MUHLY GRASS 5 GAL LOW 465 C/25
PARTHENOCISSUS TRICUSPIDATA / JAPANESE CREEPER 5 GAL MEDIUM 20 C/25
TECOMA X `GOLD STAR` / DWARF YELLOW BELLS 5 GAL LOW 177 C/25
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 440 C/25
G
La
GS
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH 1 GAL LOW 36" o.c. 8,495 SF E/25
CAREX TUMULICOLA / BERKELEY SEDGE 1 GAL LOW 12" o.c. 6,770 SF E/25
ROSMARINUS O. `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL LOW 24" o.c. 7,326 SF E/25
TURF SOD / DROUGHT TOLERANT FESCUE BLEND SODDED HIGH 17,272 SF E/25
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NPLANTING PLAN - PARK 'A'
23MATCHLINE - SEE SHEET 24MATCHLINE - SEE SHEET 22NOTE:
FOR PLANTING DETAILS, SEE SHEET 25
4.b
Packet Pg. 150 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
"L"
S
T
R
E
E
T
"F" STREETWWW W W W
WWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWGS
GS
GS
GSGS
GS
GSGS
GS
GS
GS
GS
GS
GS
GS
GS
GSGS
GS
GS
GS
La
La
La
La
La
La
La
La
La
La
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G
G
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G
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La La
La
La
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La
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GS GS
GSGSGS
La
GS
GS GS
GSGS
GS
La
La
La
La
La
La
La
La
La
La
La
1 - 36" Box
PLA SYC
5 - 24" Box
CHI PIN
1 - 24" Box
CHI PIN
36" Box - 1
PLA SYC
2 - 24" Box
ARB HYB36" Box - 1
PAR DES
3 - 24" Box
ARB HYB
24" Box - 1
FRA OXY
TREES BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW 2 A/25
ARBUTUS X `MARINA` / ARBUTUS STANDARD 24" BOX LOW 9 A/25
FRAXINUS OXYCARPA `RAYWOOD` TM / RAYWOOD ASH 24" BOX MEDIUM 18 A/25
GEIJERA PARVIFLORA / AUSTRALIAN WILLOW 24" BOX LOW 11 A/25
PARKINSONIA X `DESERT MUSEUM` / DESERT MUSEUM PALO VERDE 36" BOX LOW 2 A/25
PLATANUS RACEMOSA / CALIFORNIA SYCAMORE MULTI-TRUNK 36" BOX MEDIUM 5 A/25
QUERCUS ILEX / HOLLY OAK 36" BOX LOW 3 A/25
RHUS LANCEA / AFRICAN SUMAC 36" BOX LOW 11 A/25
X CHITALPA TASHKENTENSIS `PINK DAWN` / PINK DAWN CHITALPA 24" BOX LOW 6 A/25
SHRUBS BOTANICAL / COMMON NAME SIZE WUCOLS QTY DETAIL
DISTICTIS X `RIVERS` / ROYAL TRUMPET VINE 5 GAL MEDIUM 9 C/25
GREVILLEA LANIGERA `MT. TAMBORITHA` / MT. TAMBORITHA WOOLLY GREVILLEA 5 GAL LOW 29 C/25
GREVILLEA X `CANBERRA GEM` / CANBERRA GEM GREVILLEA 5 GAL LOW 197 C/25
GREVILLEA X `MAGIC LANTERN` / MAGIC LANTERN GREVILLEA 5 GAL LOW 212 C/25
LANTANA X `NEW GOLD` / NEW GOLD LANTANA 5 GAL LOW 230 C/25
MUHLENBERGIA CAPILLARIS `REGAL MIST` TM / REGAL MIST PINK MUHLY GRASS 5 GAL LOW 465 C/25
PARTHENOCISSUS TRICUSPIDATA / JAPANESE CREEPER 5 GAL MEDIUM 20 C/25
TECOMA X `GOLD STAR` / DWARF YELLOW BELLS 5 GAL LOW 177 C/25
WESTRINGIA FRUTICOSA `WYNABBIE GEM` / WYNABBIE GEM COAST ROSEMARY 5 GAL LOW 440 C/25
GROUND COVERS BOTANICAL / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH 1 GAL LOW 36" o.c. 8,495 SF E/25
CAREX TUMULICOLA / BERKELEY SEDGE 1 GAL LOW 12" o.c. 6,770 SF E/25
ROSMARINUS O. `HUNTINGTON CARPET` / HUNTINGTON CARPET ROSEMARY 1 GAL LOW 24" o.c. 7,326 SF E/25
TURF SOD / DROUGHT TOLERANT FESCUE BLEND SODDED HIGH 17,272 SF E/25
G
La
GS
PLANT LEGEND - PARK 'A' / RV PARKING
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
B/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
D/25
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SCALE: 1"= 20'NPLANTING PLAN - RV PARKING
24
NOTE:
FOR PLANTING DETAILS, SEE SHEET 25MATCHLINE - SEE SHEET 234.b
Packet Pg. 151 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
8'-0"ROOTBALLDEPTH2X ROOTBALL
DIAMETER
2
3
5
6
7
8
NOTES:
1. STAKE TREE PERPENDICULAR TO
DIRECTION OF PREVAILING WIND.
2. ALL TREES IN TURF TO RECEIVE 18" DIA.
OF MULCH AROUND TRUNKS.
3. ROOT BARRIER IS REQUIRED WHERE
TREE IS 5'-0" OR LESS FROM EDGE OF
HARDSCAPE. SEE ROOT BARRIER
DETAIL.
12"
1
9
4 2"MIN.TREE PLANTING - DOUBLE STAKE (24"-36" BOX)
SCALE:NTS SECTION
TREE (SEE PLANTING LEGEND)1
CINCH TIE BY V.I.T. PRODUCTS (800)
729-1314. USE CT24 FOR 5-15 GAL TREE,
CT32 FOR 24"-36" BOX TREE. PROVIDE (4)
TIES PER TREE AND ALLOW 2" MIN. TRUNK
CLEARANCE.
2
SET TOP OF ROOTBALL 1" ABOVE FINISH
GRADE. DO NOT MULCH ROOT CROWN
3
MULCH IN PLANTING AREA (SEE PLANTING
NOTES, THIS SHEET)
4
6" HIGH WATERING BERM5
FINISH GRADE6
(2) 2" DIAMETER x 10' LONG LODGE POLE
TREE STAKES - GREEN PRESERTATIVE
TREATED, USE 3" DIA. IN HIGH WIND
EXPOSURE AREAS
7
PLANTING BACKFILL (SEE SPECS)8
WHERE TREES ARE INSTALLED IN TURF USE:
TRIM GUARD TREE TRUNK PROTECTOR
#TG4 BY V.I.T. PRODUCTS (800) 729-1314
9
A ROOT BARRIER
SCALE:NTS PLAN VIEW / SECTION
CL
SEE NOTE5'-0"5'-0"1"24"NOTE:
ROOT BARRIER IS
REQUIRED WHERE TREE
IS 5'-0" OR LESS FROM
EDGE OF HARDSCAPE.
SECTION
PLAN
1
2
1
2
3
4
5
HARDSCAPE1
ROOT BARRIER
(SEE PLANTING NOTES)
2
TRENCH FOR ROOT
BARRIER ALONG EDGE
OF HARDSCAPE MAY BE
SAME AS IRRIGATION
TRENCH WHERE
APPLICABLE (BACKFILL
SAME AS ADJACENT
MATERIAL)
3
SET TOP OF ROOT
BARRIER 1" BELOW
FINISH GRADE
4
TREE PLANTING PER
PLANS AND DETAILS
5
B SHRUB ON LEVEL GRADE
SCALE:NTS SECTION
2X ROOTBALL
DIAMETERROOTBALLDEPTH 1
2
3
6
5
4
SET TOP OF ROOTBALL
1" ABOVE FINISH GRADE
1
MULCH IN PLANTING AREA
(SEE
PLANTING NOTES, THIS
SHEET)
2
3" HIGH WATERING BERM3
FINISH GRADE4
PLANTING BACKFILL
(SEE SPECS)
5
SLOPE PLANTING HOLE TO
CORNERS
6
C
SHRUB SPACING
SCALE:NTS PLAN VIEW
NOTE:
LOCATE PLANTS EQUALLY PER
TRIANGULAR SPACING UNLESS
SHOWN OTHERWISE ON PLANS1/2 THEDISTANCEOF O.C.SPACINGEQUALEQUALEQUALEDGE OF HARDSCAPE
D GROUNDCOVER PLANTING
SCALE:NTS PLAN VIEW / SECTION1/2 THEDISTANCEOF O.C. SPACINGEQUAL EQUALEQUALEDGE OF HARDSCAPE12" MN.1
2
3
4
MULCH IN PLANTING
AREA
(SEE PLANTING NOTES,
THIS SHEET) (SEE
SPECS -
PROVIDE 3" IN ALL
OTHER
AREAS BEYOND FLATS
AND
CUTTINGS)
1
FINISH GRADE2
PLANTING HOLE3
PLANTING BACKFILL
(SEE SPECS)
4
E
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2PLANTING DETAILS
25
PLANTING NOTES:
PRE-PLANT WEED CONTROL:
1. IF LIVE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK,
SPRAY WITH A NON-SELECTIVE SYSTEMIC CONTACT HERBICIDE, AS
RECOMMENDED AND APPLIED BY AN APPROVED LICENSED LANDSCAPE
PEST CONTROL ADVISOR AND APPLICATOR. LEAVE SPRAYED PLANTS
INTACT FOR AT LEAST FIFTEEN (15) DAYS TO ALLOW SYSTEMIC KILL.
2. CLEAR AND REMOVE THESE EXISTING WEEDS BY MOWING OR
GRUBBING OFF ALL PLANT PARTS AT LEAST 1/4" BELOW THE SURFACE
OF THE SOIL OVER THE ENTIRE AREA TO BE PLANTED.
3. AFTER IRRIGATION SYSTEM IS OPERATIONAL, APPLY WATER FOR FIVE
(5) TO TEN (10) DAYS AS NEEDED, TO ACHIEVE WEED GERMINATION.
APPLY CONTACT HERBICIDES AND WAIT AS NEEDED BEFORE PLANTING.
REPEAT, IF REQUIRED BY OWNER.
4. MAINTAIN SITE WEED FREE UNTIL FINAL ACCEPTANCE BY OWNER
UTILIZING MECHANICAL AND CHEMICAL TREATMENT.
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL STORM DRAIN, GAS, ELECTRICAL AND
ALL OTHER UTILITY LINES IN FIELD PRIOR TO THE INSTALLATION OF
TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY
CONFLICT WITH TREE LOCATIONS AND STORM DRAIN/UTILITY LINES.
ADJUSTMENTS WILL BE MADE ACCORDINGLY.
2. SOIL AMENDMENTS SHALL BE USED FOR INCREASED SOIL
PENETRATION AND PLANT HEALTH. SOIL AMENDMENTS AND
QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS
ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SEE
SPECIFICATIONS, FOR GENERAL PURPOSE SPECIFICATION. A MINIMUM
OF 2 CUBIC YARDS OF SOIL AMENDMENT SHALL BE USED PER 1000
SQUARE FEET OF PLANTER AREA. SUCH AMENDMENT SHALL BE TILLED
TO A 6" DEPTH.
3. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED
DIAGRAMMATIC. ALL APPLICABLE CITY SPECIFICATIONS AND
STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO
PLANTING.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS
PROTECTION OF ALL PLANT MATERIALS ON-SITE UNTIL TURNOVER.
5. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND VINES
SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO
PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR
REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF DEEMED
NECESSARY. ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION
AND APPROVAL BY LANDSCAPE ARCHITECT.
6. ALL VINES AND ESPALIERS SHALL BE REMOVED FROM THEIR NURSERY
STAKES AND ATTACHED TO ADJACENT WALLS AND FENCES WITH VINE
TIES AND NURSERY TAPE, AS APPROVED BY LANDSCAPE ARCHITECT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT PLANT
HEIGHTS ABOVE GRADE.
8. ALL SPECIMEN TREES ARE TO BE PRUNED AFTER PLANTING BY
LANDSCAPE CONTRACTOR.
9. LANDSCAPE ARCHITECT SHALL OVERSEE ALL PRUNING OPERATIONS.
10. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA
NURSERY ASSOCIATION WITH REGARD TO SIZE AND CONDITION.
MULCH NOTE:
1. INSTALL AGUINAGA GREEN 'FOREST FLOOR' 0-2" OR APPROVED EQUAL
IN ALL LANDSCAPE AREAS AND ON SLOPES. INSTALL TO A 2"
THICKNESS. CONTINUOUSLY MAINTAIN AND REPLACE AS NECESSARY
UNTIL ACCEPTANCE. PH: 1 (877) OC - MULCH
TREE PLANTING NOTES:
1. ALL TREES SHALL BE STAKED / GUYED PER APPROVED LANDSCAPE
STANDARD DETAILS. SEE PLANTING DETAIL SHEET.
2. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN
FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR SHALL
NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE
LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL BE
MADE ACCORDINGLY.
ROOT BARRIER NOTE:
ALL TREES PLANTED WITHIN 5'-0" OF HARDSCAPE AREAS (I.E., WALLS,
SIDEWALKS, BUILDINGS, STRUCTURES, ETC.) SHALL BE PLANTED WITH ROOT
BARRIERS. BARRIER SHALL EXTEND A MINIMUM OF 5'-0" ON EACH SIDE OF
TRUNK. PROVIDE 18" DEEP ROOT BARRIER ADJACENT TO PAVING. PROVIDE
24" DEEP ROOT BARRIER ADJACENT TO CURB. SEE PLANTING DETAIL SHEET
FOR ROOT BARRIER DETAIL.
PLANT QUANTITIES:
CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND HAVE
BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE HIS
OWN QUANTITIES FOR BID PREPARATION. ANY DISCREPANCIES IN PLANT
QUANTITIES AND SIZES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT.
PLANT INSTALLATION
1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY ON-SITE
INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY PRIOR TO
PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT BY THE
DISCRETION OF THE LANDSCAPE ARCHITECT.
2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON
SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING PER
THE APPROVED PLANTING PLAN.
3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS TO
INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL .
WEED ABATEMENT (SLOPE AREAS ONLY)
WEED ABATEMENT SHALL BE PERFORMED FOR ALL GRADED SLOPES
SHOWN ON THE GRADING PLAN, PRIOR TO PLANTING.
1. WEED ABATEMENT MUST BE COMPLETED AT LEAST TWO WEEKS PRIOR
TO PLANTING AND HYDROSEED OPERATIONS.
2. THERE SHALL BE AT LEAST TWO (2) APPLICATIONS OF HERBICIDE.
3. THE SITE SHALL BE WATERED TO GERMINATE WEED SEEDS FOR TWO
WEEKS PRIOR TO HERBICIDE APPLICATION.
4. APPLY POST EMERGENT HERBICIDE AND LEAVE FOR A WEEK WITHOUT
WATER AND REMOVE DEAD PLANT MATERIAL PRIOR TO WATERING
AGAIN FOR THE SECOND APPLICATION OF POST EMERGENT HERBICIDE.
5. REPEAT WATERING FOR TWO WEEKS AND APPLYING POST EMERGENT
TO GEMINATED WEED MATERIAL.
6. REMOVE DEAD PLANT MATERIAL PRIOR TO PLANTING AND HYDROSEED
OPERATIONS BEGIN.
MAINTENANCE
1. ALL LANDSCAPE AND IRRIGATION SHALL BE MAINTAINED FOR A PERIOD
OF 90 DAYS AFTER INITIAL INSTALLATION, UNLESS OTHERWISE AGREED
UPON IN WRITING.
2. MAINTENANCE SHALL NOT BE TURNED OVER IN PHASES, UNLESS
OTHERWISE AGREED UPON IN WRITING.
3. SEE MAINTENANCE SPECIFICATIONS SHEET FOR COMPLETE
MAINTENANCE REQUIREMENTS, SCHEDULE AND TURN OVER.
4.b
Packet Pg. 152 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02810
IRRIGATION
1.GENERAL
1.01 DESCRIPTION
A.Scope of work: Provide all labor, materials, transportation, and services necessary to furnish and
install irrigation systems as shown on the drawings and described herein.
B.Related work in other Sections:
1.Landscape Fine Grading Section [02260]
2.Landscape Planting Section [02800]
3. Landscape Maintenance [02840]
4.Site and Street Furnishings [02945]
1.02 QUALITY ASSURANCE AND REQUIREMENTS
A.Permits and fees: The Contractor shall obtain and pay for any and all permits and all inspections as
required.
B.Manufacturer's directions: Manufacturer's directions and detailed drawings shall be followed in all
cases where the manufacturers of articles used in this contract furnish directions covering points not
shown in the drawings and specifications.
C. Ordinances and regulations: All local, municipal and state laws, rules and regulations governing or
relating to any portion of this work are hereby incorporated into and made a part of these
specifications, and their provisions shall be carried out by the Contractor. Anything contained in
these specifications shall not be construed to conflict with any of the above rules and regulations or
requirements of the same. However, when these specifications and drawings call for or describe
materials, workmanship, or construction of a better quality, higher standard, or larger size than is
required by the above rules and regulations, the provisions of these specifications and drawings
shall take precedence.
D.Explanation of drawings:
1. Due to the scale of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which
may be required. The Contractor shall carefully investigate the structural and finished
conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as
may be required to meet such conditions. Drawings are generally diagrammatic and indicative
of the work to be installed in such a manner as to avoid conflicts between irrigation system,
planting and architectural features.
2. The word, "Architect" as used herein shall refer to the Owner's authorized representative.
3.All work called for on the drawings by notes or details shall be furnished and installed whether
or not specifically mentioned in the specifications.
4.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is
obvious in the field that obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such obstructions or differences
should be brought to the attention of the Owner's authorized representative. In the event this
notification is not performed, the irrigation Contractor shall assume full responsibility for any
revision necessary.
1.03 SUBMITTALS
A. Materials list:
1.The Contractor shall furnish the articles, equipment, materials or processes specified by name in
the drawings and specifications. No substitution will be allowed without prior written approval
by the Architect.
2. A complete material list shall be submitted prior to performing any work. The material list shall
include the manufacturer, model number and description of all materials and equipment to be
used.
3.Equipment or materials installed or furnished without prior approval by the Architect may be
rejected and the Contractor required to remove such materials at his own expense.
4. The approval of any item, alternate or substitute indicates only that the product or products
apparently meet the requirements of the drawings and specifications on the basis of the
information or samples submitted.
5.The manufacturer's warranties shall not relieve the Contractor of his liability under the
guarantee. Such warranties shall only supplement the guarantee.
B.Record and as-built drawings as required by Owner:
1.The Contractor shall provide and keep up-to-date a complete as-built record set of blueline
ozalid prints which shall be corrected daily and show every change from the original drawings
and specifications and the exact as-built locations, sizes and kinds of equipment. Prints for this
purpose may be obtained from the Architect at cost. This set of drawings shall be kept on the
site and shall be used only as a record set.
2. These drawings shall also serve as work progress sheets and shall be the basis for
measurement and payment for work completed. These drawings shall be available at all times
for inspection and shall be kept in a location designated by the Architect. Should the record set,
blue line or as-built progress sheets not be available for review or up-to-date at the time of any
inspection (refer to section 3.10 - Inspection Schedule), it will be assumed no work has been
completed and the Contractor will be assessed the cost of that site visit at the current billing rate
of the Architect. No other inspection shall take place prior to payment of that assessment.
3.The Contractor shall make neat and legible notations on the as-built progress sheet daily as the
work proceeds, showing the work as actually installed. For example, should a piece of
equipment be installed in a location that does not match the plan, the Contractor must indicate
that the equipment has been relocated in a graphic manner so as to match the original symbols
as indicated in the irrigation legend. The relocated equipment and dimensions will then be
transferred to the original as-built plan at the proper time.
4.Before the date of the final inspection the Contractor shall transfer all information from the
as-built prints to a sepia mylar or similar mylar material procured from the Architect. All work
shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for
use on mylar material. Such pen shall be similar to those manufactured by Rapidograph,
Kueffel & Esser or Faber Castell. The dimensions shall be made so as to be easily readable
even on the final controller chart (see section C). The original mylar as-built plan shall be
submitted to the Architect for approval prior to the making of the controller chart.
5.The Contractor shall dimension from two (2) permanent points of reference, building corners,
sidewalk or road intersections etc. the location of the following items:
a.Connection to existing water lines.
b.Connection to existing electrical power.
c.Gate valves.
d.Routing of sprinkler pressure lines (dimension max. 100' along routing).
e.Sprinkler control valves.
f. Routing of control wiring.
g.Quick coupling valves.
h.Other related equipment as directed by the Architect.
6. On or before the date of the final inspection the Contractor shall deliver the corrected and
completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the
responsibility of furnishing required information that may be omitted from the prints.
C. Controller charts:
1.As-built drawings shall be approved by the Architect before controller charts are prepared.
2.Provide one controller chart for each controller supplied.
3.The chart shall show the area controlled by the automatic controller and shall be the maximum
size which the controller door will allow.
4.The chart is to be a reduced drawing of the actual as-built sytem. However, in the event the
controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size
that will remain legible when reduced.
5.The chart shall be a blackline or blueline ozalid print and a different color shall be used to
indicate the area of coverage for each station.
6. When completed and approved, the chart shall be hermetically sealed between two pieces of
plastic, each piece being a minimum of 10 mils.
7.These charts shall be completed and approved prior to final inspection of the irrigation system.
D. Operation and maintenance manuals:
1.Prepare and deliver to the Architect within ten calendar days prior to completion of construction,
two hard cover binders with three rings containing the following information:
a.Index sheet stating Contractor's address and telephone number, list of equipment with
name and address of local manufacturer's representative.
b. Catalog and parts sheet on every material and equipment installed under this contract.
c.Guarantee statement.
d.Complete operating and maintenance instruction on all major equipment.
2.In addition to the above mentioned maintenance manuals, provide the Owner's maintenance
personnel with instructions for major equipment and show evidence in writing to the Architect at
the conclusion of the project that this service has been rendered.
Equipment to be furnished:
the conclusion of the project that this service has been rendered.
E.Equipment to be furnished:
1.Supply as a part of this contract the following tools:
a.Two (2) sets of special tools required for removing, disassembling and adjusting each type
of sprinkler and valve supplied on this project.
b.Two (2) five foot valve keys for operation of gate valves.
c.Two (2) keys for each automatic controller.
d.One (1) quick coupler key and matching hose swivel for every five (5) orr fraction thereof of
each type of quick coupling valve installed.
2.The above mentioned equipment shall be turned over to the Owner at the conclusion of the
project. Before final inspection can occur, evidence that the Owner has received material must
be shown to the Architect.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading
, unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle
which allows the length of the pipe to lie flat so as not to subject it to undue bending or concentrated
external load at any point. Any section of pipe that has been dented or damaged will be discarded
and, if installed, shall be replaced with new piping.
1.05 SUBSTITUTIONS
A.If the irrigation contractor wishes to substitute any equipment or materials for the equipment or
materials listed on the irrigation drawings and specifications, he may do so by providing the
following information to the Owner's authorized representative for approval:
1. Provide a statement indicating the reasons for making the substitution. Use a seperate sheet of
paper for each item to be substituted.
2. Provide descriptive catalog literature, performance charts and flow charts for each item to be
substituted.
3.Provide the amount of cost savings if the substituted item is approved.
B.The Owner's authorized representative shall have the sole responsibility in accepting or rejecting
any substituted item as an approved equal to the equipment and materials listed on the irrigation
drawings and specifications.
1.06 GUARANTEE
A.The guarantee for the sprinkler irrigation system shall be made in accordance with the attached
form. The general conditions and supplementary conditions of the specifications shall be filed with
the Owner or his representative prior to acceptance of the irrigation system.
B.A copy of the guarantee form shall be re-typed onto the Contractor's letterhead and contain the
following information:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free
from defects in materials and workmanship, and the work has been completed in accordance with
the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted.
We agree to repair or replace any defects in material or workmanship which may develop during the
period of one year from date of acceptance and also to repair or replace any damage resulting from
the repairing or replacing of such defects at no additional cost to the Owner. We shall make such
repairs or replacements within a reasonable time, as determined by the Owner, after receipt of
written notice. In the event of our failure to make such repairs or replacements within a reasonable
time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said
repairs or replacements made at our expense and we will pay the costs and charges therefore upon
demand.
PROJECT: _____________________________________
LOCATION: ___________________________________
_______________________________________________
SIGNED: ______________________________________
ADDRESS:.___________________________________
_______________________________________________
PHONE: _______________________________________
DATE OF ACCEPTANCE: ________________________
2.PRODUCTS
2.01 MATERIALS
A.General: Use only new materials of brands and types noted on drawings, specified herein or
approved equals.
B.PVC pressure mainline pipe and fittings:
1. Pressure mainline piping for sizes 2" and larger shall be PVC Class 315.
2.Pipe shall be made from NSF approved Type I, Grade I, PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements as set forth in Federal Specification
PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe).
3.Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent
welded joints.
4.Pipe shall be made from NSF approved Type I, Grade I Pvc compound conforming to ASTM
resin specification 1785. All pipe must meet requirements as set forth in Federal Specification
PS-21-70.
5.PVC solvent-weld fittings shall be schedule 40, 1-20, II-I NSF approved conforming to ASTM
test procedure D2466.
6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and
installation methods prescribed by the manufacturer.
7.All PVC pipe must bear the following markings:
a.Manufacturer's name
b. Nominal pipe size
c.Schedule or class
d.Pressure rating in P.S.I.
e.NSF (National Sanitation Foundation) approval
f. Date of extrusion
8.All fittings shall bear the manufacturer's name or trademark, material designation, size,
applicable I.P.S. schedule and NSF seal of approval.
C. PVC non-pressure lateral line piping:
1.Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints.
2.Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM
resin specification D1784. All pipe must meet requirements set forth in Federal Specification
PS-22-70 with an appropriate standard dimension ratio.
3. Except as noted in paragraphs 1 and 2 of section 2.01B, all requirements for non-pressure
lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and
fittings as set forth in section 2.01B of these specifications.
D.Brass pipe and fittings:
1.Where indicated on the drawings, use red brass screwed pipe conforming to Federal
Specification #WW-P-351.
E.Galvanized pipe fittings:
1.Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel
screwed pipe.
2.Fittings shall be medium galvanized, screwed, beaded, malleable iron. Galvanized couplings
may be merchant coupling.
3.All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of
Koppes #50 bitumastic.
F.Gate valves:
1.Gate valves 3" and smaller shall be 125lb. SWP bronze gate valve with screw-in bonnet,
non-rising stem and solid wedge disc.
2.Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze
handwheel.
3.Gate valves 3" and smaller shall be similar to those manufactured by NIBCO or approved equal.
4. All gate valves shall be installed per installation detail.
G. Quick coupling valves: Quick coupling valves shall have a brass two-piece body designed for
working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on
plans.
H.Backflow prevention units:
1.Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install
backflow prevention units in accordance with irrigation construction details.
2.Wye strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh
monel screen and shall be similar to Bailey #100B or approved equal.
Check valves:
monel screen and shall be similar to Bailey #100B or approved equal.
I.Check valves:
1.Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with
replaceable composition, neoprene or rubber disc and shall meet or exceed Federal
Specification WW-V-51D, Class A, Type IV.
2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and
outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field
adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the
Valcon "ADV" or approved equal.
J.Control wiring:
1.Connections between the automatic controllers and the electric control valves shall be made
with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for
each automatic controller. Common wires shall be white with a different color stripe for each
automatic controller. Install in accordance with valve manufacturer's specifications and wire
chart. In no case shall wire size be less than #14.
2. Wiring shall occupy the same trench and shall be installed along the same route as pressure
supply or lateral lines wherever possible.
3.Where more than one (1) wire is placed in a trench, the wiring shall be taped together at
intervals of ten (10) feet.
4.An expansion curl shall be provided within three (3) feet of each wire connection. Expansion
curl shall be of a sufficient length at each splice connection at each electrical control, so that in
case of repair, the valve bonnet may be brought to the surface without disconnecting the control
wires. Control wires shall be laid loosely in trench without stress or stretching of control wire
conductors.
5.All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rain Bird Snap-Tite
wire connector or approved equal. Use one splice per connector sealing pack.
6. Field splices between the automatic controller and electrical control valve will not be allowed
without prior approval of the Architect.
K. Automatic controllers:
1.Automatic controllers shall be of size and type shown on the plans.
2. Final location of automatic controllers shall be approved by the Owner's authorized
representative.
3. Unless other wise noted on the plans, the 120 volt electrical power to the automatic controller
location to be furnished by others. The final electrical hook-up shall be the responsibility of the
irrigation Contractor.
L.Electrical Control Valves:
1. All electric control valves shall be as shown on plans.
2.All electric control valves shall have a manual flow adjustment.
3.Provide and install one control box for each electrical control valve.
M.Control valve boxes:
1.Use 10" x 10-1/4" round box for all gate valves, Carson Industries #910-12B with green bolt-
down cover or approved equal. Extension sleeve shall be PVC -6" minimum size.
2.Use 9 -1/2" x 16" x 11" rectangular box for all electrical control valves, Carson Industries
1419-12B with green bolt-down cover or approved equal.
N.Sprinkler Heads:
1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation
with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or
specified in these special provisions.
2.Spray heads shall have a screw adjustment.
3.Riser units shall be fabricated in accordance with the details shown on the plans.
4.Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler
body.
5.All sprinkler heads of the same type shall be of the same manufacturer.
3.EXECUTION
3.01 INSPECTION
A.Site Conditions:
1.All scaled dimensions are approximate. The Contractor shall check and verify all size
dimensions and receive Architect's approval prior to proceeding with work under this section.
2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be
responsible for damages to utilities which are caused by his operations or neglect. Check
existing utilities drawings for existing utility locations.
3.Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO
interference with utilities or other construction or difficulty in planting trees, shrubs, and
groundcovers.
4.The Contractor shall carefully check all grades to satisfy himself that he may safely proceed
before starting work on the sprinkler irrigation system.
3.02 PREPARATION
A. Physical layout:
1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location
of sprinkler heads.
2.All layout shall be approved by Architect prior to installation.
3.Water Supply:
4.Sprinkler irrigation system shall be connected to water supply points of connection as indicated
on the drawings.
5.Connections shall be made at approximate locations as shown on the drawings. Contractor is
responsible for minor changes caused by actual site conditions.
B.Electrical Supply:
1.Electrical connections for automatic controller shall be made to electrical points of connection as
indicated on the drawings.
2.Connections shall be made at approximate locations as shown on drawings. Contractor is
responsible for minor changes caused by actual site conditions.
3.03 INSTALLATION
A. Trenching:
1.Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even
grade. Trenching excavation shall follow layout indicated on drawings and as noted.
2.Provide for a minimum of eighteen (18) inches cover for all pressure supply lines up to 2 1/2"
size.
3. Provide for a minimum of 36" cover for all pressure supply lines 3" and larger.
4.Provide for a minimum cover of twelve (12) inches for all lateral lines.
5.Provide for a minimum cover of eighteen (18) inches for all control wiring.
B.Backfilling:
1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be
carefully backfilled with the excavated materials approved for backfilling, consisting of earth,
loam, sandy clay, sand or other approved materials, free from large clods of earth or stones.
Backfill shall be mechanically compacted landscaped areas to a dry density equal to adjacent
undisturbed oil in planting areas. Backfill will conform to adjacent grades without dips, sunken
areas or other surface irregularities.
2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than
one-half (1/2") inch in size will be permitted in the initial backfill.
3.Flooding of trenches will be permitted only with approval of the Architect.
4.If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or
planting, or other construction are necessary, the Contractor shall make all required adjustments
without cost to the Owner.
C. Trenching and backfill under paving:
1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed
shall be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above
the pipe) and compacted in layers to 95% compaction using manual or mechanical tamping
devices. Trenches for piping shall be compacted to equal the compaction of the existing,
adjacent, undisturbed soil and shall be left in a firm, unyielding condition. All trenches shall be
left flush with the adjoining grade. The sprinkler irrigation Contractor shall set the place, cap and
pressure test all piping under paving prior to the paving work.
2.Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but, where
any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced
by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or
concrete shall be obtained from the Architect. No hydraulic driving will be permitted under
concrete paving.
3.Provide for a minimum cover of eighteen (18) inches between the top of the pipe and the bottom
of the aggregate base for all pressure and non-pressure piping installed under asphaltic
concrete paving.
Assemblies:
D. Assemblies:
1.Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines
(and various assemblies) in such a manner as to conform with the details per plans.
2.Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet.
3.Install all assemblies specified herein in accordance with respective detail. In the absence of
detail drawings or specifications pertaining to specific items required to complete work, perform
such work in accordance with best standard practice with prior approval of the Architect.
4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation.
Installation and solvent welding methods shall be as recommended by the pipe and fitting
manufacturer.
5.On PVC to metal connections the Contractor shall work the metal connections first. Teflon tape
or approved equal shall be used on all threaded PVC to PVC and on all threaded PVC to metal
joints. Light wrench pressure is all that is required. Where threaded PVC connections are
required, use threaded PVC adaptors into which the pipe may be welded.
E.Line clearance: All lines shall have a minimum clearance of six (6) inches from each other and from
lines of other trades. Parallel lines shall not be installed directly over one another.
F. Automatic controller: Install in stainless steel enclosure.
G. High voltage wiring for automatic controllers:
1. 120 volt power connection to the automatic controller shall be provided by the irrigation
Contractor.
2.All electrical work shall conform to local codes, ordinances and union authorities having
jurisdiction.
H. Remote control valves: Install where shown on drawings and details. When grouped together,
allow at least twelve (12") inches between valves. Install each remote control valve in a seperate
valve box. Each valve number shall be stenciled on valve box top with exterior paint.
I.Flushing of system:
1.After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion
work has been completed, and prior to installation of sprinkler heads, the control valves shall be
opened and full head of water used to flush out the system.
2.Sprinkler heads shall be installed only after flushing of the system has been accomplished to the
complete satisfaction of the Architect.
J.Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this
work shall be equivalent in all respects to those itemized.
1.Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall
the spacing exceed the maximum recommended by the manufacturer.
3.04 TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary to keep
the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not
relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified.
3.05 EXISTING TREES Where it is necessary to excavate adjacent to existing trees the Contractor shall use
all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and
larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly
in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots
smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed,
making complete, clean cuts. Roots one (1) inch and larger in diameter shall be painted with two coats
of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty four (24) hours; where
this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or
canvas.
3.06 FIELD QUALITY CONTROL
A.Adjustment of the system:
1.The Contractor shall flush and adjust all sprinkler heads for optimum performance and to
prevent overspray onto walks, roadways and buildings as much as possible.
2. If it is determined that adjustments in the irrigation equipment will provide proper and more
adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments
may also include changes in nozzle sizes and degrees of arc as required.
3.Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days
after notification by the Owner.
4.All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on
the plans.
B.Testing of irrigation system:
1.The contractor shall request the presence of the Architect in writing at least 48 hours in advance
of testing.
2.Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove
watertight. Note: Testing of pressure mainlines shall occur prior to installation of electric
control valves.
3.All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per
square inch and proved watertight prior to paving.
4.Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and
repeat test until entire system is proven watertight.
5.All hydrostatic tests shall be made only in the presence of the Architect or another duly
authorized representative of the Owner. No pipe shall be backfilled until it has been inspected,
tested and approved in writing.
6.Furnish necessary force pump and all other equipment.
7.When the sprinkler irrigation system is completed perform a coverage test in the presence of the
Architect to determine if the water coverage for planting areas is complete and adequate.
Furnish all materials and perform all work required to correct any inadequacies of coverage -
without bringing this to the attention of the Architect - due to deviation from plans or where the
system has been willfully installed as indicated on the drawings when it is obviously inadequate.
This test shall be accomplished before any ground cover is planted.
8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet
site requirements.
3.07 MAINTENANCE The entire sprinkler irrigation system shall be under full automatic operation for a period
of seven (7) days prior to any planting. The Architect reserves the right to waive or shorten the
operation period.
3.08 CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall
be removed from the site, all walks and paving shall be broomed or washed down, and any damage
sustained on the work of others shall be repaired to original conditions.
3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE
A.The Contractor shall operate each system in its entirety for the Architect at time of final observation.
Any items deemed not acceptable by the Architect shall be reworked to the complete satisfaction of
the Architect.
B.The Contractor shall show evidence to the Architect that the Owner has received all accessories,
charts, record drawings and equipment as required before final inspection can occur.
3.10 OBSERVATION SCHEDULE
A.Contractor shall be responsible for notifying the Architect in advance for the following observation
meetings, according to the time indicated:
1.Pre-job conference - 7 days.
2. Pressure supply line installation and testing - 48 hours.
3. Automatic controller installation - 48 hours.
4.Control wire installation - 48 hours.
5.Lateral line & sprinkler installation - 48 hours.
6. Coverage test - 48 hours.
7. Final inspection - 7 days.
B.When observations have been conducted by other than the Architect, show evidence in writing of
when and by whom these observations were made.
C. No site observations will commence without as-built drawings. In the event the Contractor calls for a
site visit without as-built drawings, without completing previously noted corrections or without
preparing the system for said visit, he shall be responsible for reimbursing the Architect at his
current billing rates per hour portal (plus transportation costs) for inconvenience. No further site
visits will be scheduled until this charge has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
26
4.b
Packet Pg. 153 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
SECTION 02800
LANDSCAPE PLANTING
1.GENERAL
1.01 GENERAL The requirements of the "General Conditions of the Contract" and of Division 1, "General
Requirements", shall apply to all work of this Section with the same force and effect as though repeated
in full herein.
1.02 SCOPE OF WORK
A. Work Included:
1. Providing and preparing soil and soil mixes.
2. Planting, including, trees, shrubs and sodded lawns.
3.Staking.
4. Tree Preservation.
B. Related Work Described Elsewhere:
1.Irrigation System Section [02810].
2. Landscape Finish Grading Section [02260].
3. Landscape Maintenance Section [02840].
1.03 QUALITY ASSURANCE
A.Source Quality Control:
1.Submit documentation to Landscape Architect at least forty-five (45) days after award of
Contract that all plant material is available. Contractor shall be responsible for all material listed
on plant list. Any and all substitutions due to availability must be requested in writing prior to
confirmation of ordering. All materials shall be subject to inspection by Landscape Architect at
any time after confirmation of ordering.
2.Plants shall be subject to inspection and approval of Landscape Architect at place of growth or
upon delivery for conformity to specifications, Such approval shall not impair the right of
inspection and rejection during progress of the work. Submit written request for inspection of
plant material at place of growth to Landscape Architect. Written request shall state the place of
growth and quantity of plants to be inspected. Landscape Architect reserves the right to refuse
inspection at this time if, in his judgment, a sufficient quantity of plants is not available for
inspection.
3. The Contractor shall submit specifications of any item being used on site upon the request of
the Landscape Architect.
B.Standards:
1.Provide plants and planting material meeting or exceeding specifications of Federal, State and
County laws requiring inspection for plant disease and insect control.
2.Provide quality and size conforming to current edition of "Horticultural Standards" for number
one nursery stock as adopted by the American Association of Nurserymen.
3.Provide plants which are true to name. Tag one of each bundle of lot with the name and size of
plants in accordance with the standards of practice of the American Association of Nurserymen.
4. In all cases, botanical names shall take precedence over common names.
C. Workmanship: Perform work in accordance with the best standards of practice for landscape work
and under the continual supervision of competent foreman capable of interpreting the drawings and
specifications.
D.Quantities and types: Plant materials shall be furnished in the quantities and / or spacing as shown
or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized and / or
described in the "List of Plant Materials," all as indicated on the drawings.
E.Verification of dimensions and quantities: All scaled dimensions are approximate. Before
proceeding with any work, carefully check and verify all dimensions and quantities and immediately
inform the Landscape Architect of any discrepancy between the drawings and/or specifications and
actual conditions. No work shall be done in any area where there is any such discrepancy until
approval for same has been given by the Landscape Architect.
F.Agricultural Soils Testing:
1.An analysis of existing on-site soil, import top soil, and light weight planter soil is required prior
to beginning planting work and purchasing the same products or materials.
2. The testing laboratory shall be Wallace Laboratories Inc. 365 Coral Circle, El
Segundo, CA 90245, 310•615•0116. Tests shall be paid for by the Owner. The quantity and
location of on-site soil samples to be tested shall be determined by the Landscape Architect
after rough grading operations are complete.
3.The quantity and location of on site soil samples to be tested shall be determined by the
Landscape Architect. Provide
1.04 JOB CONDITIONS
A.Perform actual planting only when weather and soil conditions are suitable in accordance with
locally accepted practice.
1.05 SUBMITTALS
A. Product data:
1.Materials list of items proposed to be provided under this Section.
2. Complete data demonstrating compliance with the specified requirements. This shall not in any
way be construed as permitting substitutions.
3.Submit samples of each of the materials listed in Part 2 - ‘Products' as determined by the
Landscape Architect.
B.Certification: Provide a certificate with each delivery of bulk material, stating the source, quantity,
and type of material and stating that the material conforms with the specified requirements.
1.For bulk delivered organic fertilizer, also show on the certificate of volume, net weight and
percentages of nitrogen and phosphorus and potassium.
2.For other fertilizers and soil conditions in containers, show on the certificate the total quantities
by weight and volume for each material.
1.06 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery:
1.Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed
chemical analysis, name, trademark, and conformance to State Law.
2.The Contractor shall furnish Landscape Architect with copies of receipts for all amendments
specified in Section 2.01 Materials or amended by the required Soils Report specified in Section
1.03 F.
Deliver all plants with legible identification labels.
a.Label trees, evergreens, bundles or containers of like shrubs, or groundcover plants.
b.State correct plant name and size indicated on plant list.
c.Use durable waterproof labels with water-resistant ink which will remain legible for at least
60 days.
d.Immediately remove from the job site all plants which are not true to name, and all materials
which do not comply with the specified requirements.
4.Protect plant material during delivery to prevent damage to root ball or desiccation of leaves.
5.The Contractor shall notify the Landscape Architect seven (7) days in advance of delivery of all
plant materials and shall submit an itemized list of the plant in each delivery.
B.Storage:
1.Store plant material in shade and protect from weather.
2.Maintain and protect plant material not to be planted within four (4) hours in a healthy, vigorous
condition.
C. Handling: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of
plant materials. Plant materials that have been damaged in any way will be discarded and, if
installed, shall be replaced with undamaged materials.
1.07 SAMPLES AND TESTS: Landscape Architect reserves the right to take and analyze samples of
materials for conformity to specifications at any time. Contractor shall furnish samples upon request by
Landscape Architect. Rejected materials shall be immediately removed from the site at Contractor's
expense. Cost of testing of materials not meeting specifications shall be paid for by Contractor.
1.08 GUARANTEE AND REPLACEMENT: Submit a written guarantee in approved form in compliance with
the related requirements of General Conditions guaranteeing the work of this section against any
defective materials and workmanship in compliance with the following terms, agreeing to replace any
defective materials and/or workmanship at no additional cost to the owner.
A.Trees and Palm Trees shall be guaranteed for a period of one year and shrubs, vines and ground
cover for a period of six months after final approval and acceptance of the project.
B. Any plant material which dies or which is not healthy or vigorous when it has received normal care
and maintenance shall be replaced within or at the end of the guarantee period and as specified in
the Landscape Maintenance Specifications.
C. Any trees or other plant materials that die-back and lose the form and size as originally specified,
shall be replaced even though they have taken root and are growing after the die-back.
D.The Contractor, when notified by the Landscape Architect, shall remove and replace all guaranteed
plant materials which for any reason fail to meet the requirements of the guarantee. Replacement
of material and plants shall be made to same specifications as required for original planting. All
replacements shall be guaranteed as specified for original materials from the actual date of the
planting of replacement material.
1.09 EXISTING TREES ‘TO BE PROTECTED IN PLACE'
A.When the site is ready for clearing, existing trees designated as ‘to remain' shall be protected form
land clearing equipment and construction work. Barricades shall be erected around the tree to
protect the entire dripline (an imaginary perpendicular line that extends downward from the
outer-most tip of the tree branches to the ground) of the tree.
B.The area around the tree protected by the barricade is there to keep heavy equipment off the tree
roots which can compact soil, damage roosts or scar the trunk. Grading away or in any way
damaging roots or adding fill (4 to 6 inches) can kill most trees.
C. The barricade should stand as a signal against certain practices: No storage of equipment inside
the barricade. No dumping of petroleum products, herbicides of other chemicals inside the
barricade. No burial of debris within 100 feet of barricades No fires within 100 yards of
barricades. The area underneath the valuable trees and inside the barricades should be cleared or
worked with hand tools.
D. All underground power, water, telephone lines, etc., should be outside the tree's dripline whenever
possible. Consulting an arborist about placement of trenches is vital.
E.Don't allow trees to stand in water. Submersion of the roots can kill trees.
F.If during the construction period any part of the tree becomes damaged, an arborist shall be retained
at the contractor's expense to examine, recommend and direct any necessary remedial measures to
save the tree.
G. If damage is due to negligent or careless construction practices and activities the contractor shall
replace the tree(s) with a healthy tree of like kind and size at the contractors expense.
1.10 ROOT BARRIER REQUIREMENT
A.All trees adjacent to paving, curbs, or bands (except for trees in tree grates) shall be installed with
linear root barriers. Root barrier products for trees adjacent to buildings, driveways, sidewalks, curbs,
gutters, and paving governed by or under the jurisdiction of the City, shall be that specified and
approved by the City and shall be installed in accordance with the City's standards and the
manufacturers specifications, recommendations, and details. See planting notes and details for
installation
1.11 TREE PLACEMENT AND LOCATION REQUIREMENTS
A. Trees shall be located not less than:
1.Twenty (20) feet back of beginning of curb returns at any street intersection.
2.Twenty (20) feet from lamp standards and power poles.
3.Ten (10) feet from fire hydrants.
4.Five (5) feet from service walks and driveways.
5.Five (5) feet from water meters.
2.PRODUCTS
2.01 Materials
A.The following organic, soil amendments and fertilizers are to be used for bid price basis only.
Specified amendments and fertilizer specifications will be made after rough grading operations are
complete and soil samples are tested by the Owner, see Section 1.03F.
B.All materials shall be of standard, approved and first-grade quality and shall be in prime condition
when installed and accepted. Any commercially processed or packaged material shall be delivered
to the site in the original unopened container bearing the manufacturer's guaranteed analysis.
Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by
analytical data from an approved laboratory source illustrating compliance or bearing the
manufacturer's guaranteed analysis:
C.Organic Amendment: Earthworks Soil Amendments, Inc. ‘Planting Mix', 310•802•8842
1.Planting Mix EarthWorks Planting Mix is pre-moistened blend of carefully selected organic
compost, aged forest products, premium peat moss, pumice and chicken manure which is
formulated for all landscape planting applications.
D.Soil Amendment:
1.Soil Sulfur: Agricultural grade sulfur containing a minimum of 99% sulfur (expressed as
elemental).
2.Iron Sulfate: 20% Iron (expressed as metallic iron), derived from ferric and ferrous sulphate,
10% sulfur (expressed as elemental).
3.Calcium Carbonate: 95% lime as derived from oyster shells.
4.Gypsum: Agricultural grade product containing 98% minimum calcium sulphate.
5.Amendment: Establish ‘by Earthworks Soil Amendment Inc., 310•802•8842. Earthworks
Establish is designated to be used as a pre-plant soil amendment and contains both soluble and
insoluble nutrients for immediate and long term fertilization as follows: Analysis: 1-1.3-6.3
1% Total Nitrogen 1.3% Available Phosphoric Acid 6.3% Soluble Potash 16% Calcium
1.5% Sulfur .75% Iron .06% Manganese Derived from: Rock Phosphate, composted
chicken manure, sulfate of potash, gypsum, worm castings and dairy manure compost.
E. Fertilizer:
1.Planting Fertilizer: Granular form fertilizer consiting of the following percents by weight by
Earthworks 7% nitrogen 1% phosphoric acid 7% potash
2.Gro-Power Planter Pot Fertilizer: Shall be Gro-Powers' controlled release fertilizer and soil
conditioner or equal in the following percents by weight. 12% nitrogen 8% phosphoric acid
8% potash 25% humus 5% humic acid
3.Planting Tablets:
a.Shall be slow released type with potential acidity of not more than 5% by weight containing
the following percentages of nutrients by weight: 20% nitrogen 10% phosphoric acid
5% potash 2.6% combined calcium 1.6% combined sulfur .35% iron (elemental) from
ferrous sulfate
b.Shall be 21 gram tablets as manufactured by Agriform or approved equal, applied per
manufacturer's instructions.
4.Palm Tree Planting Tablets: Shall be Gro-Power 9-3-9, 7 gram controlled-release tablets
containing the following percentages of nutrients by weight: 9% nitrogen 3% available
phosphoric acids 9% soluble potash 3% calcium 4% magnesium 2% Iron .05%
Manganese .05% Zinc 5% humic acids
5.Pre-Sod Fertilizer: Shall consist of the following percentage by weight and shall be mixed by a
commercial fertilizer supplier: 16% hydrogen 20% phosphoric acid 8% potash
6. Sulphate of potash: 0-0-50
7.Single Super-Phosphate: Commercial product containing 18-20% available Phosphoric
Pentoxide, or equal.
8. Urea Formaldehyde: 38-0-0
9.Humate plus conditioner by Tri-C Enterprises, 800•927•3311.
F.Import Top Soil: Silt plus clay content of the import soil shall not exceed 20% by weight with a
minimum 95% passing the 2.0 millimeter sieve. The sodium absorption ratio (SAR) shall not exceed
6 and the electrical conductivity (ECe) of the saturation extract of this soil shall not exceed 3.0
millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1
part per million as measured on the saturation extract. In order to insure conformance, samples of
the import soil shall be submitted to the agricultural soils testing laboratory (see section 1.03F) for
analysis prior to, and following, backfilling. Do not obtain top soil form areas in which are growing
noxious weeds such as morning glory oxalis Bermuda or nut grasses. Soil shall be free of
deleterious and / or harmful substances and properties.
G.Plant Material:
1.Plants shall be in accordance with the California State department of Agriculture's regulation for
nursery inspections, rules and rating. All plant materials shall have been inspected and
released by the County Agricultural inspector prior to delivery on the job. All plants shall have a
normal habit of growth and shall be sound, healthy, vigorous and free of insect infestations,
plant diseases, sunscalds, fresh abrasions of the bark, excessive abrasions, or other
objectionable disfigurements. Tree trunks shall be sturdy and have well "hardened" systems
and vigorous and fibrous root systems which are not root or pot-bound. In the event of
disagreement as to condition of root system, the root conditions of the plants furnished by the
Contractor in containers will be determined by removal of earth from the roots of not less than
two plants or more than two percent of the total number of plants of each species or variety.
Where container-grown plants are from several sources, the roots of not less than two plants of
each species or variety from each source will be inspected. In case the sample plants inspected
are found to be defective, the Landscape Architect reserves the right to reject the entire lot or
lots of plants represented by the defective samples. The Landscape Architect is the sole judge
as to acceptability. Any plants rendered unsuitable for planting because of this inspection will
be considered as samples and will be provided at the expense of the Contractor.
2.The size of the plants will correspond with that normally expected for species and variety of
commercially available nursery stock or as specified on drawings. The minimum acceptable
size of all plants measured before pruning with the branches in normal position, shall conform
with the measurements, if any, specified on the drawings in the list of plants to be furnished.
Plants larger in size than specified may be used with the approval of the Landscape Architect,
but the use of larger plants will make no change in Contract price. If the use of larger plants is
approved, the ball of earth or spread of roots for each plant will be increased proportionately.
3.All plants not conforming to the requirements herein specified, shall be considered defective and
such plants, whether in place or not, shall be marked as rejected and immediately removed from
the site of the work and replaced with new plants at the Contractor's expense. The plants shall
be of the species, variety, size and conditions specified herein or as shown on the drawings.
Under no conditions will there be any substitutions of plants or sizes listed on the accompanying
plans, except with the express consent of the Landscape Architect.
4.Pruning: At no time shall trees, (excluding palm trees) or plant materials be pruned, trimmed or
topped prior to delivery and any alteration of their shape shall be conducted only with the
approval and when in the presence of the Landscape Architect.
5. Plant Material: Plant material shall be true to botanical and common name and variety as
specified in the latest edition of the "Annotated Checklist of Woody Ornamental Plants in
California, Oregon and Washington", published by the University of California School of
Agriculture.
6.Nursery Grown and Collected Stock:
a.Grown under climatic conditions similar to those in locality of project.
b.Container-grown stock in vigorous, healthy condition, not root-bound or with root system
hardened off.
c. Use only liner stock plant material which is well established in removable containers or
formed homogenous soil section.
7.Substitute plant material will not be permitted unless specifically approved in writing by the
Landscape Architect.
8.Sod: Shall be Marathon II by Southland Sod Farms and shall be well established, disease-free,
and weed-free sod in a healthy vigorous condition.
H.FIELD PROCURED PALMS
1.All palms shall be procured from C.L. Tree Company, 702•360•5148 (p), 702•360•5153 (f) and
shall be procured with the best horticultural practices.
2.Health and vigor: All palms shall possess foliage dark green in color, and showing signs of
continued growth and development of the Apical meristem. All trees shall be free of any insects
or disease and shall be sprayed and monitored prior to delivery to the site for diseases common
or known to effect the designated species.
3.Root ball dimensions shall be as follows:
a.Phoenix dactylifera ‘Deglet Noor': 8 to 16 feet of brown trunk - 3-1/2 foot cubed 17 to 25 feet
of brown trunk - 4 foot cubed 26 to 32 feet of brown trunk - 4-1/2 foot cubed 33 to 38 feet of
brown trunk - 5 foot cubed
b.Washingtonia robusta: 10 to 15 feet of brown trunk - 3 foot cubed 16 to 20 feet of brown
trunk - 4 foot cubed 21 to 30 feet of brown trunk - 4 1/2 foot cubed 31 to 40 feet of brown
trunk - 5 1/2 foot cubed 41 to 60 feet of brown trunk - 6 1/2 foot cubed
c.Please note: Aforementioned root ball specifications are the minimum allowances as
required by Landscape Architect on all balled and burlapped palm trees.
d.Brown trunk height is measured from the groundline to the base of the heart leaf.
4. Digging requirements:
a.All palms shall be dug by machinery limited to the following: a) Backhoe such as a Case
580C, Ford 555; b) Trencher such as a Ditch Witch RF40, etc., or by hand.
b.No trees shall be removed from any given field condition without excavating trees at the
properly specified root ball size or by means of any other type of excavation not outlined in
this section.
c. While excavating root balls, all consideration shall be given in keeping the root mass intact
and in a relatively moist condition. Anti-desiccants shall be applied to any severed roots
3/4" diameter and larger in sandy soils where any palm is to be procured. Burlapping of the
root mass is required during transport on hauls greater than 300 miles or on any palm
procured from a sandy soil condition. It is also understood that shade cloth or saran cloth
70% grade or better shall be wrapped around the crown and fronds of all palm trees, for
loads traveling greater than 300 miles.
5.Pruning procedure: With the use of hand loppers and hand pruning saws, 35% to 40% of palm
fronds shall be removed during the excavation period. This is required on all genus. Fronds shall
be removed after palms are approved by the Landscape Architect and under the direction of
Landscape Architect. All palm fronds shall be tied in an upright position with 2-ply twine. Twine
shall be tied horizontally across palm fronds. Twine is to be applied tight enough to remain tied
during all transporting 'healing in' and planting phases of work. All Washingtonia species shall
be skinned prior to loading. All Phoenix species shall be shaved prior to loading.
6. Disease control: As an inexpensive insurance policy, all palm fronds shall be sprayed with a
Benlate (R) and water drench (or an approved equal by a plant pathologist) prior to loading of
trees for transport to site or storage, where the 'healing in' phase of the procurement shall be
completed.
7.Loading of palms: All trees shall be loaded with hydraulic or conventional cranes. Front loaders,
fork lights, or tractors shall not load or unload any palm over eight foot of brown trunk. No chains
shall be considered in loading or in the unloading of palm trees. All rigging shall consist of the
highest quality wire rope, or on lightweight palms, nylon slings shall be considered. When
rigging is to be in contact with the trunk surface or pineappled crowns of palms, 2" x 6" number
3 grade or better lumber shall be placed between rigging and tree surface. This shall be done
under the direct supervision of the Landscape Architect and his representative. Boards shall be
situated between tree and rigging to avoid any possible scars or unsightly abrasions that may be
caused by the loading and unloading phase of work. All consideration shall be given in the
selection of a larger crane to facilitate loading, unloading and setting. This consideration shall
vary based on any given site situation and is solely the liability and responsibility of the
Contractor and his subcontractors.
Contractor and his subcontractors.
8. Transporting of palms: All palms traveling on state highways shall meet all licensing
requirements and abide by regulations governing any particular region where work is being
performed, including, but not limited to, overload permits, overlength permits and wideload
permits when transporting any cargo. 'Triple stacking' of any palms shall not be an acceptable
practice when transporting palms anywhere, in any state. Truck loads shall, as a matter of
course, conform to the highest standards and found to be acceptable to the Landscape
Architect and his representative.
I.Guying and Staking Materials:
1.Wood tree stakes: Lodge pole pine, full treated with Coppernapthanate Wood Preservative in
strict accordance with Federal Spec. TT-W-572 Type 1 Composition B, 2" (mm. nominal size)
diameter x 10' long, no split stakes. Stakes are to be free of loose knots or bends and are to be
pointed at one end.
2.Pipe Tree Stakes: Sch. 40 steel pipe, 1-1/2" diameter with cap, primed and painted before
installation with two coats flat black exterior enamel. Touch up in field to match shop condition.
3.Ties:
a.V.I.T. Products ‘Twist brace', 800•729•1314 TB-24 for 15 Gallon Trees TB-36 for 24" Box
Trees TB-42 for 36" Box Trees
b. Attach to Lodgepoles using galvanized nails.
4.Steel Guy Anchor: V.I.T. ‘Rapid Type Anchor' with installation in accordance with manufacturers
specifications and recommendations.
5.Guying Hardware: (a) Wire: 1/8" galvanized, (b) Hose: 1/2" new rubber hose, (c) U-Bolt
Cable clamps: galvanized, size as required, (e) Safety Sleeve: 1/2" white P.V.C. full length of
wire.
J.Tree Paint: Morrison Tree Seal, Cabort Tree paint, or equal.
K.Water: Furnished by Owner; transport as required.
L. Mulch:
1.‘Forest Floor' as supplied by Aguinaga Fertilizer, 949•786•9558.
2.The mulch shall consist of a woody bark material 2 inches or less in size.
M. Aluminum Headerboards:
1.Headerboards shall be ‘cleanline' 3/16" x 4" natural aluminum - mill finish supplied by Permaloc
Corp. 800•356•9660, 616•399•9600. 16'-0" sections to include (5) five 12" aluminum stakes. All
stakes shall be set below top of headerboard.
2.Compact grades adjacent to edging to avoid settling.
3.Corners: cut base of edging up half way and form a continuous corner.
4.Headerboards shall be furnished as shown on the drawings and herein specified. They shall be
laid true to line and grade, and in a workmanlike manner and in accordance with manufacturers
specifications and recommendations. Care shall be exercised in laying aluminum headers to
protect adjacent improvements, shrubbery and other properties from damage. All stakes shall
be placed on ground cover side of headerboard.
N.Sand: Washed silica sand.
O. Soil separator and drainage matting:
1.Mirafi 140N available from Whitecap Industries (714) 258-3300. (Or approved equal).
2.Warren's TerraBond #1114 Geotextile Fabric.
P. Tree transplant stimulant"
1.‘Super-Thrive' by Vitamin Institute
3.EXECUTION
3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY
A.Prior to excavation for planting or placing of stakes, locate all electric cables and conduits, storm
and sanitary sewer lines and all other utility lines so that proper precautions may be taken not to
damage such improvements. In the event of a conflict between lines and plant locations, promptly
notify the Landscape Architect. Failure to follow this procedure places upon the Contractor the
responsibility to repair damages at his own expense which result from work hereunder.
3.02 INSPECTION
A.Obtain owners certification that final grades to +0.10' have been established prior to commencing
planting operations. Provide for inclusion of all amendments, settling, etc. Landscape Contractor
shall be responsible for shaping all planting areas as indicated on plans or as directed by the
Landscape Architect.
B.Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs
for improper pruning.
C. Do not begin planting of trees until deficiencies are corrected or plants replaced.
3.03 PREPARATION
A.Soil Preparation:
1. After rough grading operations have ceased and finished grades have been established to
within .10', the soil shall be conditioned and fertilized in the following manner. Amendments shall
be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6" of
soil. The following organic, soil amendments and fertilizer rates, and quantities are to be used
for bid basis only. Specific planting specifications will be made after rough grading operations
are complete and soil samples are tested by the Owner per section 1.03F. Application
Rates (Per 1,000 square feet) 2 cu. yds. Earthworks ‘Planting
Mix' 70 lbs. Earthworks ‘Establish' 7 lbs. Earthworks 7-1-7 Fertilizer 10 lbs. Agricultural Gypsum
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
27
4.b
Packet Pg. 154 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
3.04 PLANTING INSTALLATION
A.General:
1.Actual planting shall be performed during those periods when weather and soil conditions are
suitable and in accordance with locally accepted practice, as approved by the Architect.
2.Only as many plants as can be planted and watered on that same day shall be distributed in a
planting area.
3.Containers shall be opened and plants shall be removed in such a manner that the ball of earth
surrounding the roots is not broken and they shall be planted and watered as herein specified
immediately after removal from the containers. Containers shall not be opened prior to placing
the plants in the planting area.
4.Plant locations shown on the Drawings are tentative and subject to minor modification in the
field as directed by the Landscape Architect. Make such modifications of location at no
additional cost to the Owner.
B.Pre-Plant Weed Control:
1.If live perennial weeds exist on site at the beginning of work, spray with a non-selective
systemic contact herbicide, as recommended and applied by an approved licensed landscape
pest control advisor and applicator. Leave sprayed plants intact for at least fifteen (15) days to
allow systemic kill.
2. Clear and remove these existing weeds by mowing or grubbing off all plant parts at least 1/4"
below the surface of the soil over the entire area to be planted.
3.After irrigation system is operational apply water for five (5) to ten (10) days as needed, to
achieve weed germination. Apply contact herbicides and wait as needed before planting.
Repeat, if required by Architect.
4.Maintain site weed free until final acceptance by Owner utilizing mechanical and chemical
treatment.
C. Lay-Out of Major Locations:
1. Locations for plants and outlines of areas to be planted shall be marked on the ground by the
Contractor before any plant pits are dug. All such locations shall be approved by the Landscape
Architect. If underground construction or utility line is encountered in the excavation of planter
pits, other locations for planting may be selected by the Landscape Architect. Layout shall be
accomplished with flagged grade stakes indicating plant names and specified container size on
each stake. It shall be the contractors responsibility to confirm with the owner's superintendant
and governing agencies the location and depth of all underground utilities, and obstructions.
D.Planting of Trees and Shrubs:
1.Excavation for planting shall include the stripping and stacking of all acceptable topsoil
encountered within the areas to be excavated for trenches, tree holes, plant pits and planting
beds.
2.Excess soil generated from the planting holes and not used as backfill or in establishing the final
grades shall be removed from the site.
3.Protect all areas from excessive compaction when trucking plants or other material to the
planting site.
4.Center plant in pit or trench.
5.Face plants with fullest growth into prevailing wind.
6. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots.
7.The planting pits for 24" box and larger Containers should be excavated twice the diameter and
two feet deeper than the rootball with roughed-in sides. No prepared backfill mix shall be placed
under rootball. In addition, for trees not planted in tree grates, install a flexible 4" corrugated,
perforated drain pipe with soil fabric sock surrounding base of plant pit. Provide a snap tee
connection and riser extension to finish grade and install a snap end cap. As determined in field,
if percolation rate is less than 2" / hr. additional 6" diameter auger holes at diagonal corners of
plant pit shall be made to the depth of 4' below rootball and filled with 3/4" crushed rock and
covered with filter fabric.
8.Container plants shall be backfi1led with a thoroughly mixed blend of the following: 7 parts by
volume on-site soil 3 parts by volume Earthworks ‘Planting Mix' 4 lbs. Earthworks 7-1-7 fertilizer
mix per cu. yd. of mix 40 lbs. Earthworks ‘Establish' per cu. yd. of mix 10 lbs. Agricultural
Gypsum per cu. yd. of mix Humate plus conditioner in the following rates: 1 tsp. per 1 Gallon
conditioner 1 tbsp. Per 5 Gallon conditioner 3 tbsp. Per 15 Galloon conditioner 1/4 cup
per 24" Box 1/2 cup per 36" box The preceding is for bid basis only and specific backfill
specifications will be made after rough grading operations are complete and soil samples are
tested by Owner.
9. Palm Tree Planting:
a.All planting pits for palm trees shall be a minimum of two feet greater than any side of the
root ball with ‘roughed-up' sides in the planting pit. Trees shall be planted perpendicular to
grade and plumbed under the direction of the Landscape Architect after planting. In finished
grades other than a one to one condition (level ground), trees shall be set differently
contingent upon the given grade condition. The sand backfill shall be applied in 6" lifts
(layers) and jetted with water, by the use of a high pressure nozzle and hose. At least 80%
compaction is required in the planting pits of all palm tree genus. 80% compaction may be
achieved with the assistance of pneumatic tampers. Any adjustments necessary to
straighten palms due to poor compacting shall be made by the Contractor at no charge to
the Owner within twelve months after final acceptance of the project. Refer to the planting
details, for the provision and requirements of augered holes in bottom of planting pit.
b.Palm tree plants shall be backfilled with: 100% washed, plaster or concrete sand free of all
deleterious matter or chemicals which may inhibit or otherwise harm the health, vigour and
growth of the Palm Trees.
10.All plants which settle deeper than the surrounding grade shall be raised to the correct level.
After the plant has been placed, additional backfill shall be added to the hole to cover
approximately one-half of the height of the root ball. At this stage, water shall be added to the
top of the partly filled hole to thoroughly saturate the root ball and adjacent soil.
11.Can Removal:
a.Cut cans on two sides with an acceptable can cutter.
b. Do not injure root ball.
c. Do not cut cans with spade or ax.
d.After removing plant, superficially cut edge roots with knife on three sides.
12. Box Removal:
a.Remove bottom of plant boxes before planting.
b.Remove sides of box without damage to root ball after positioning plant and partially
backfilling.
13. Plant Tablets:
a.After the water has completely drained, planting tablets shall be placed in the tree and shrub
plant pits, no more than 1/3 the way up the rootball and spaced equally around the
perimeter approximately 2" from root tips, as indicated below: One tablet per one-gallon
container Two tablets per five-gallon container Three tablets per 15-gallon container Four
tablets per 24" box Five tablets per 30" box Six tablets per 36" box Seven tablets per 42"
box Eight tablets per 48" and those box sizes which are larger
b.After the surface water has drained Palm Tree Planting Tablets shall be placed, no more
than 1/3 the way up the rootball and spread equally around the perimeter approximately 2"
from the root tips, as follows: 30 Tablets per Palm Tree.
c.Planting tablets shall be set with each plant on the top of the root ball while the plants are
still in their containers so the required number of tablets to be used can be easily verified by
the Landscape Architect.
14. Backfill:
a.The remainder of the hole shall then be backfilled and tamped firm.
b.After backfilling, an earthen basin shall be constructed around each plant. Each basin shall
be of a depth sufficient to hold at least two (2) inches of water. The basins shall be
constructed of amended backfill materials. Remove basin in all turf areas after initial
watering
c.Make basin berms for trees and shrubs and from 5 gallon and larger containers at least 4"
high. Unless otherwise directed, make other mounds at least 2" high.
d.On slopes, construct half-mounds on the lower side if full mounds are not practical.
e.After watering, refill settlement within the basins to the required grade, using the specified
mix.
f.Watering basins shall be planted with ground cover in normal pattern.
15. Watering: Immediately after planting, apply water to each tree, vine and shrub in a moderate
hose stream in the planting basins, until the material about the roots is completely saturated
from the bottom to the top:
a.Provide thorough watering of ground cover by means of the irrigation system within one
hour after ground cover planting.
b. Apply water in such quantities, and at such intervals, as are required to keep the ground
moist at all times well below the root system of grass and other planting.
c.Provide hose watering for plants which cannot be efficiently watered with the irrigation
system.
16. Pruning:
a. Pruning shall be limited to the minimum necessary to remove injured twigs and branches.
Pruning may not be done prior to delivery of plants. Cuts over 3/4" in diameter shall be
painted with tree paint.
17.Staking and Guying: Staking of all trees shall be completed immediately after planting and in
accordance with the planting details. All stakes shall be installed plumb and as indicated in
details. Guying of any or all of the transplanted Pine Trees shall be at the discretion of the
Landscape Architect after on-site review of site and planting conditions.
E.Planting of Groundcovers:
1. Groundcover plants shall be grown in flats as indicated on the plans. Flat-grown plants shall
remain in those flats until transplanting. The flat's soil shall contain sufficient moisture so that it
will not fall apart when lifting the plants.
2.Groundcover shall be planted in straight rows and evenly spaced, unless otherwise noted, and
at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted
on the drawings.
3.Each rooted plant shall be planted with its proportionate amount of flat soil. Plantings shall be
immediately sprinkled after planting until the entire area is soaked to the full depth of each hole.
4.Care shall be exercised at all times to protect the plants after planting. Any damage to plants by
trampling or other operations of this Contract shall be repaired immediately.
F.Sod Planting:
1.Install sod within 24 hours after its delivery to the job site.
2.Preparing Soil: Remove rocks, weeds, debris from area to be sodded. Work up soil to a depth of
6 inches, and break up all clods. Soil prep all areas as noted elsewhere in specifications and
Section 3.03
3.Grading and Rolling: Carefully smooth all surfaces to be sodded. Roll area to expose soil
depressions or surface irregularities. Regrade as required.
4. Turn on irrigation system to moisten soil prior to laying
5.Fertilizing: Spread Turf Fertilizer (16-20-8) onto the soil evenly at the rate of one pound per 100
square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Do
not lay sod on dry soil.
6.Laying Sod: Lay first strip of sod slabs along a straight line (use a string in irregular areas). Butt
joints tightly, do not overlap edges. On second strip, stagger joints much as in laying bricks.
Use a sharp knife to cut sod to fit curves, edges, sprinkler heads.
7.Watering: Do not lay whole lawn before watering. When a conveniently large area has been
sodded, water lightly preventing drying. Continue to 1ay sod, and to water until installation is
complete.
8.Rolling Sod: After laying all sod, roll lightly eliminate irregularities and to form good contact
between sod and soil. Avoid a very heavy roller or excessive initial watering which may roller
marks.
9.Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least 8
inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted.
After sod is established, decrease frequency and increase amount of water per application as
necessary.
10.Replacement: Where sodded areas do not show a prompt and obvious indication of viability,
re-sod as originally specified at ten day intervals until an acceptable stand of grass is
established. Replace all dead or dying sod with equal material as directed by Landscape
Architect.
G.Pot Planting:
1.Place all plants as specified and as located on plans.
2.Backfill pot to within 1" of rim with a thoroughly mixed custom blend of the following or an
approved commercially mixed planter pot soil mix. 1 part by volume washed Silica sand 1 part
by volume Organic Amendment (Section 2.01C) 10 lbs 12-8-8 fertilizer per cubic yard of custom
mix or approved commercially mixed planter pot soil mix (if fertilizer is not already incorporated
into the commercial mix).
H.Pine Tree Transplanting: Contractor shall transplant existing pine trees in accordance with industry
standards and in a manner which does not harm the trees short and long term viability or
appearance. After planting each tree shall be watered with a solution of water
and ‘Super-Thrive' per the manufacturers specifications.
I.Mulch Cover: All groundcover, perennial, and annual beds to be dressed with 1 1/2" layer of mulch.
CLEAN-UP
A.After all planting operations have been completed, remove all trash, excess soil, empty plant
containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this
work shall be repaired and the ground left in a neat and orderly condition throughout the site.
Contractor shall pick up all trash resulting from this work no less frequently than each Friday before
leaving the site, once a week, and/or the last working day of each week. All trash shall be removed
completely from the site.
B.The Contractor shall leave the site area broom-clean and shall wash down all paved areas within
the scope of work area, leaving the premises in a clean condition. All walks shall be left in a clean
and safe condition.
OBSERVATION SCHEDULE
A.The Contractor shall be responsible for notifying the Landscape Architect in advance for the
following site visits, according to the time
1.Pre-job conference - 7 days
2. Final grade review - 48 hours
3. Plant material review - 48 hours
4. Plant layout review - 48 hours
5.Soil preparation and planting operations. One tree with each type of specified staking shall be
approved prior to planting of trees - 48 hours.
6. Pre-maintenance - 7 days
7. Final walk-through - 7 days
B.When observations are conducted by someone other than the Landscape Architect, the Contractor
shall show evidence in writing of when and by whom these inspections were made.
C. No site visits shall commence without all items noted in previous Observation Reports are either
completed or remedied, unless such compliance has been waived by the Owner. Failure to
accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor
responsible for reimbursing the Architect at his current billing rates per hour (plus transportation
costs). No further inspections shall be scheduled until this fee has been paid and received.
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2LANDSCAPE SPECIFICATIONS
28
4.b
Packet Pg. 155 Attachment: Attachment No. 2 - Resolution No. 2020-267 Exhibit A - Project Plans [Revision 3] (6956 : Rancho Palma (Ward 5))
DEVELOPMENT SERVICES~PUBLIC WORKS/ENGINEERING
FOR CITY USE ONLY: FILE NO.
CITY OF SAN BERNARDINO
BYREVISIONSMARK
RECOMMENDED BY:
REGISTERED CIVIL ENGINEER NO.
APPROVED 2007
APPR. DATE
CHECKED BY:
DRAWN BY:
SENIOR CIVIL ENGINEER
_____SHEETS
SHEET ___ OF
W.O. NO.
BENCH MARK: 1-800
422-4133
TWO WORKING DAYS BEFORE YOU DIG
Call: TOLL FREE
Underground Service Alert
O
YROF
CLLAEB
E
GU
ID FOR
RANCHO PALMA - TRACT 20006
On-Site Landscape Improvement
29
XXXX
LANDSCAPE ARCHITECT INFORMATIONLANDSCAPE ARCHITECT SEALRECOMMENDED 2006
JIM GONDOS, PARKS & RECREATION
3185 C1 Airway Avenue Costa Mesa, CA 92626
P: 714-545-2898 F: 714-545-2878 bgb-inc.com
2214
Signature
DateARTHUR D GUY I
I
I
REGISTERE D L A N D SCAPE A
R
C
HI
TECTS
T
A
TE OF C A L I F O R NIAEXP. 5 /3 1 /2 0 2 2SECTION 02840
LANDSCAPE MAINTENANCE
GENERAL
1.01 GENERAL CONDITIONS AND DIVISION ONE
A.The general conditions, supplementary conditions and division one are hereby made a part of this
section.
1.02 SCOPE OF WORK
A.Work Specified in this Section: Furnish all labor, materials, equipment, and services required to
maintain the landscape in an attractive condition as specified herein for a period of 90 days.
B.Related Work Specified in other Sections:
1.Landscape planting - Section [02800]
2.Landscape irrigation - Section [02810]
1.03 QUALITY ASSURANCE
A.Work Force: Contractor's representative shall be experienced in landscape maintenance and shall
have received and education in ornamental horticulture.
1.04 MAINTENANCE PERIOD
A.The Contractor shall continuously maintain all areas involved in this contract during the progress of
the work and during the maintenance period until final acceptance of the work by the Owner's
authorized representative or Landscape Architect.
B.Improper maintenance or possible poor condition of any planting at the termination of the scheduled
maintenance period may cause postponement of the final completion date of the Contract.
Maintenance shall be continued by the Contractor until all work is acceptable.
C. In order to carry out the plant establishment work, the Contractor shall furnish sufficient men and
adequate equipment to perform the work during the plant maintenance period.
D.Start of Maintenance Criteria - Maintenance period shall not start until all elements of construction,
planting, and irrigation for the entire project are complete. Project shall not be segmented into
maintenance phases, unless specifically authorized in writing by the Owner's authorized
representative or Landscape Architect.
E.Where lawn areas have required re-sodding, maintain such re-sodded areas for at least 30 calendar
days unless otherwise approved by the Landscape Architect.
F.The Contractor shall request an inspection to begin the plant maintenance period after all planting
and related work has been completed in accordance with the Contract documents. A prime
requirement is that all groundcover and lawn areas be planted. If such criteria are met to the
satisfaction of the Landscape Architect, a field notification will be issued to the Contractor to
establish the effective beginning date of the period.
G. Any day when the Contractor fails to adequately maintain planting, replace unsuitable plants or do
weed control or other work, as determined necessary by the Landscape Architect, will not be
credited as one of the plant maintenance working days.
H.The Contractor's maintenance period will be extended at no additional cost to the Owner if the
provisions required within the plans, specifications, and previously documented / noted deficiencies
are not filled or executed.
1.05 GUARANTEE AND REPLACEMENT
A.All plant material installed under the Contract shall be guaranteed against any and all poor,
inadequate or inferior materials and / or workmanship, as determined by the Landscape Architect,
shall be replaced by the contractor at his expense.
B.Any materials found to be dead, missing, or in poor condition during the maintenance period shall be
replaced immediately. The Landscape Architect shall be the sole judge as to the condition of
material. Material to be replaced within the guarantee period shall be replace by the Contractor
within fifteen (15) days of written notification.
C. The commencement of all Guarantees shall be noted in the Certificate of Substantial Completion
which shall be signed by Owner, Contractor and Landscape Architect.
1.06 SITE OBSERVATIONS
A.Normal progress site observation shall be requested by the Contractor from the Landscape
Architect at least seven (7) days in advance of an anticipated inspection. Inspections are as follows:
1.Commencement of maintenance. (Pre-maintenance)
2.Completion of maintenance period. (Final Walk-through)
B.All conditions noted in Landscape Planting Section shall apply herein.
FINAL ACCEPTANCE OF THE PROJECT
A.Prior to the date of the Final Walk-through, the Contractor shall acquire from the Landscape
Architect approved reproducible prints and final record from the job record set of all changes made
during construction, label said prints "As-Builts", and deliver to the Landscape Architect and as
required to any Local Agency. Prior to the date of final inspection, the Contractor shall deliver to the
Landscape Architect the "Landscape and Irrigation Guarantee" as required. Said Guarantee shall
be on the Contractors letterhead and dated the final acceptance date.
B.All turn-over items noted in other specification sections shall be delivered prior to a Final Walk-through.
PRODUCTS
2.01 MATERIALS
A.All materials used shall either conform to Landscape planting specifications in other sections or shall
otherwise be acceptable to the Owner. The Owner shall be given monthly record of all herbicides,
insecticides and disease control chemicals used.
B.Top dress fertilizer shall consist of the following percentages by weight and shall be mixed by a
commercial fertilizer supplier: 16% nitrogen 6% phosphoric acid 8% potash Unless
otherwise noted in a project Agricultural Soils Report.
C. Palm Tree Fertilizer shall be Gro-Power 9-3-9 controlled release Nitrogen and Potash with
Micronutrients manufactured by Gro-Power, 909•393•3744.
3.EXECUTION
3.01 MAINTENANCE: Maintenance shall be according to the following standards:
A.All areas shall be kept free of debris and all planted areas shall be weeded and cultivated at
intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization,
spraying and pest control, as may be required, shall be included in the maintenance period. Street
gutters shall be included within the debris / siltation removal program.
B.The Contractor shall be responsible for maintaining adequate protection of the area. Damaged
areas shall be repaired at the Contractor's expense.
C. Between the 15th day and the 20th day of the maintenance period, the Contractor shall reseed or
re-sod all spots or areas within the lawn where normal turf growth is not evident as determined by
the Owner's authorized representative.
3.02 TREE AND SHRUB CARE
A. Watering: Maintain a large enough water basin around plants so that enough water can be applied
to establish moisture through the major root zone. When hand-watering, use a water wand to break
the water force. Use mulches to reduce evaporation and frequency of watering.
B. Pruning:
1. Trees:
a.Prune trees to select and develop permanent scaffold branches that are smaller in diameter
than the trunk or branch to which they are attached which have vertical spacing of from 1811
to 48" and radial orientation so as not to overlay one another; to eliminate diseased or
damaged growth; to eliminate narrow V-shaped branch forks that lack strength; to reduce
toppling and wind damage by thinning out crowns; to maintain growth within space
limitations; to maintain a natural appearance; to balance crown with roots.
b.Under no circumstances will stripping of lower branches ("raising-up") of young trees be
permitted. Lower branches shall be retained in a "tipped back" or pinched condition with as
much foliage as possible to promote caliper trunk growth (tapered trunk). Lower branches
can be cut flush with the trunk only after the tree is able to stand erect without staking or
other support. Sucker growth shall be removed if deemed appropriate by the Owner's
authorized representative.
c. Evergreen trees shall be thinned out and shaped when necessary to prevent wind and
storm damage. The primary pruning of deciduous trees shall be done during the dormant
season. Damaged trees or those that constitute health or safety hazards shall be pruned at
any time of the year as required to eliminate these conditions.
2.Shrubs:
a.The objectives of shrub pruning are the same as for trees. Shrubs shall not be clipped into
balled or boxed forms unless such is required by the design and directed by the Architect.
b.All pruning cuts shall be made to lateral branches or buds or flush with the trunk. "Stubbing"
will not be permitted.
c.Staking and Guying: Remove stakes and guys as soon as they are no longer needed.
Stakes and guys are to be inspected to prevent girdling of trunks or branches and to prevent
rubbing that causes bark wounds. Replace all broken stakes and ties with specified
materials.
d.Weed Control: Keep basins and areas between plants free of weeds. Use recommended
legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Use
mulches to help prevent weed seed germination.
e.Insect and Disease Control: Maintain a reasonable control with approved materials.
f.Fertilization:
1.Fertilize all planting areas with the following or as noted in project Soils Report:
a.At the end of the first 30-day and at 30-day intervals - 6lbs. Per 1,000 square feet of
top dress fertilizer. (2.01 B)
b.At the end of the maintenance period and at 30-day intervals should maintenance
period be extended - 6 lbs. per 1,000 square feet of top dress fertilizer. (2.01 B)
c.After application, water fertilizer down thoroughly.
2.Avoid applying fertilizer to the root ball and base of main stem; rather, spread evenly
under plant to drip line.
g.Replacement of Plants: Replace dead, dying and missing plants and plants of a size,
condition and variety acceptable to Owner's authorized representative at Contractor's
expense.
3.03 GROUND COVER CARE
A.Weed Control: Control weeds, with chemical systemic spray or by mechanical means so as to cause
minimal damage to planted materials.
B.Watering: Water enough that moisture penetrates throughout root zone and-only as frequently as
necessary to maintain healthy growth.
C. Fertilizing: Fertilize as specified under Tree and Shrub care.
D. Remove trash weekly.
E. Edge ground cover to keep in bounds and trim top growth as necessary to achieve an overall even
appearance.
F.Replace dead and missing plants at Contractor's expense.
3.04 LAWN AND TURF CARE
A. Mowing and Edging:
1.Mowing of turf shall commence when the grass has reached the manufactures/suppliers
recommended height for the specified species. Mowing will be at least weekly after the first cut
with a final mowing four days prior to the end of the maintenance period. Turf must be well
established and free of bare spots and weeds to the satisfaction of the Architect prior to final
acceptance. Mow turf with a reel or rotary type mower as appropriate for the specified lawn
species.
2. Excess grass clippings as determined by the Landscape Architect shall be picked-up and
removed from the site and premises.
3.Edges shall be trimmed at least twice monthly or as needed for neat appearance. Clippings
shall either be vacuumed or blown off walks.
B.Watering: Lawns shall I be watered at such frequency as weather conditions require to replenish
soil moisture below root zone and maintain healthy growth.
Fertilizing:Fertilizers specified under Tree and Shrub care.
D.Weed Control: if needed, control broad leaf weeds with selective herbicides.
E. Renovating:
1.If required, remove thatch by verticutting, preferably in the Fall but otherwise in the Spring. At
this time, fertilize with nitrate N and over-seed if deemed necessary by the Landscape Architect.
Over-seed species/variety shall be that required by the Landscape Architect and must precede
pre-emergent herbicides by at least four to six weeks.
2. Aerate compacted areas to improve water penetration whenever needed.
3.Where depressions are caused by vehicles, bicycles, animals, etc., the contractor shall fill with
topsoil and add specified mulch cover.
3.05 PALM TREE CARE
A.Maintain the palm trees so they remain in a vigorous and healthy state. Control weeds / around
weeds without using methods or chemicals which are potentially harmful to tree health.
B.Removal of fronds shall only be done under the supervision of a licensed / certified arborist and as
approved by the Landscape Architect.
C. Fertilize each Palm tree with the designated palm tree fertilizer (2.01 C) at a rate of 1/3 cup per
lineal foot of trunk height at the beginning of the maintenance period and again at the end or at a
minimum of every 90 days.
3.06 IRRIGATION SYSTEM
A.The Contractor shall check weekly all systems for proper operation. Lateral lines shall be flushed out
after removing the last sprinkler head or two at each end of the lateral. All heads are to be adjusted
as necessary for unimpeded coverage.
B.Set and program automatic controllers for seasonal water requirements. Give Owner's
representative a key to controllers and written instructions on how to turn off system in case of
emergency.
C. Repair all damages to irrigation system at Contractor's expense. Repairs shall be made within one
watering period.
LANDSCAPE SPECIFICATIONS
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CALIFORNIA NEWSPAPER SERVICE BUREAU
SBS#
D A I L Y J O U R N A L C O R P O R A T I O N
To the right is a copy of the notice you sent to us for publication in the SAN
BERNARDINO COUNTY SUN. Please read this notice carefully and call us
with any corrections. The Proof of Publication will be filed with the County
Clerk, if required, and mailed to you after the last date below. Publication
date(s) for this notice is (are):
Mailing Address : 915 E FIRST ST, LOS ANGELES, CA 90012
Telephone (800) 788-7840 / Fax (800) 464-2839
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Stephanie Sanchez
SAN BERNARDINO CITY DEV SERVICE
300 NORTH D ST #300
SAN BERNARDINO, CA 92418
HRGSB NOTICE OF HEARING-SB
11.04.2020 Legal Ad
10/23/2020
Publication
Total
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COPY OF NOTICE
3409466
!A000005545038!
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date of publication. If you prepaid this order in full, you will not receive an
invoice.
NOTICE OF PUBLIC HEARING
Notice is hereby given that the City
of San Bernardino Mayor and City
Council will hold a public hearing on
Wednesday,Novembe r 4,2020 at
7:00 p.m.,Web Conference via
Zoom,San Bernardino,California
92410,on the following item(s):
APPEA L 20-03 FOR
DEVE LOPMENT PERMIT TYPE-
P 20-04 -An appeal to amend
Condition of Approval No.6 for
Development Permit Type-P 20-04 to
allow vinyl fencing for interior/side
yards within previously approved
Tract Map 20006 comprised of 119
single-family residences.The
project site is located on the
southeast corner of W.Little League
Drive and N.Magnolia Avenue
(APN:0261-181-16 and 17),within the
Rancho Palma Specific Plan (SP-
RP)zone.
Environmental Determination:
Categorically Exempt,pursuant to
§15061(b)(3)(Review of Exemption)
of the State CEQA Guidelines.
Owner/Applicant:TH Rancho
Palma,LLC
General Plan Amendment 20-03,
Develop ment Code Amend ment
(Zoning Map Amendmen t)20-04,
Develop ment Permi t Type-P 20-02
and Su bdi vision 20-03 (Tent ative
Tract M ap 20293)---A request to
allow the change of the General Plan
Land Use Designation from
Commercial to Multiple-Family
Residential and the Zoning District
Classification from Commercial
General (CG-1)to Residential
Medium (RM)of a parcel containing
approximately 9.60 acres;and allow
the development and establishment
of a Planned Residential
Development comprised of 96
detached single-family residences
and the corresponding Tentative
Tract Map 20293.The project site is
located on the east side of S.Ferree
Street (APN:0281-161-48),south of
the terminus of E.Laurelwood
Drive.
Environmental Determination:
Mitigated Negative Declaration,
pursuant to §15074 (Adoption of a
Mitigated Negative Declaration)of
the State CEQA Guidelines
Owner:ICO Fund VI
Applicant:Warmington Residential
The Mayor and City Council of the
City of San Bernardino welcomes
your participation in evaluating
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these items.The Mayor and City
Council will review the proposal and
will consider the proposed
environmental determination in
making its decisions.The public is
welcome to speak at the public
hearing or to submit written
comments prior to the hearing.For
more information,please contact
the Community and Economic
Development Department at City
Hall,or by phone at (909)384-7272.
If you challenge the resultant action
of the Mayor and City Council in
court,you may be limited to raising
only those issues you or someone
else raised at the public hearing
described in this notice,or in written
correspondence delivered to the City
Planning Division at,or prior to,the
public hearing.
10/23/20
SBS-3409466#
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MAYOR AND CITY COUNCIL
NOVEMBER 4, 2020
Appeal 20-03 for
Development Permit Type-P 20-04
Presented by: Community and Economic Development Department
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Appeal 20-03 for Development Permit Type-P 2 0-04
AERIAL MAP:
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Appeal 20-03 for Development Permit Type-P 2 0-04
AERIAL MAP:
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Appeal 20-03 for Development Permit Type-P 2 0-04
RANCHO PALMA SPECIFIC PLAN:
The Single-Family Residential Development is consistent with the guidelines of the
Rancho Palma Specific Plan, the policies of the City’s General Plan, and complies
with the standards of the City’s Development Code
-Tr act Map 20006 -28.2 acres
-60 Lots: 7,000 square feet -59 Lots: 5,000 square feet
Plan 1 2,000 Square Feet 3 Bedrooms –2.5 Baths One-Story
Plan 2 2,274 Square Feet 4 Bedrooms –2.5 Baths Tw o-Story
Plan 3 2,506 Square Feet 4 Bedrooms –2.5 Baths Tw o-Story
Plan 4 2,522 Square Feet 4 Bedrooms –3 Baths One-Story
Plan 5 2,824 Square Feet 4 Bedrooms –3 Baths Tw o-Story
Plan 6 3,179 Square Feet 4 Bedrooms –3 Baths Tw o-Story
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Appeal 20-03 for Development Permit Type-P 2 0-04
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PLANNING COMMISSION ACTION:
•August 18, 2020 -Staff presented a recommendation of
approval to the Planning Commission for Development Permit
Ty pe-P 20-04
•Planning Commission voted to approve the project (6-0) with
the added Condition of Approval requiring that all walls
throughout the development be double-sided split-faced
concrete block.
•Resolution No. 2020-037 was adopted, approving
Development Permit Ty pe-P 20-04.
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Appeal 20-03 for Development Permit Type-P 2 0-04
TYPE OF WALLS
PRECISION BLOCK SPLIT-FA CE VYNIL
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RECOMMENDATION:
The Mayor and City Council adopt Resolution No. 2020-XXX
1.DENYING Appeal 20-04, thereby upholding the
Planning Commission’s approval of
Development Permit Ty pe-P 20-04.
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Page 1
Public Hearing
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Michael Huntley, Director of Community & Economic
Development
Subject: Warmington Homes Project (Ward 3)
Recommendation
Planning Commission recommends that the Mayor and City Council of the City of San
Bernardino, California:
1) Adopt Resolution No. 2020-265 of the Mayor and City Council of the City of San
Bernardino, California, adopting the Mitigated Negative Declaration and
Mitigation Monitoring and Reporting Program, and approving General Plan
Amendment 20-03 changing the General Plan Land Use Designation from
Commercial to Multiple-Family Residential of one (1) parcel (APN: 0281-161-48)
containing approximately 9.60 acres (Attachment 1);
2) Introduce, read by title only, and waive further reading of Ordinance No. MC -
1549 of the Mayor and City Council of the City of San Bernardino, California,
approving Development Code Amendment (Zoning Map Amendment) 20-04
changing the Zoning District Classification from Commercial General (CG -1) to
Residential Medium (RM) of one (1) parcel (APN: 0281-161-48) containing
approximately 9.60 acres, pursuant to a Mitigated Negat ive Declaration
(Attachment 2);
3) Adopt Resolution No. 2020-266 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Permit Type -P 20-02 allowing the
development and establishment of a Planned Residential Develo pment
comprised of ninety-six (96) detached single-family residences and Subdivision
20-03 approving corresponding Tentative Tract Map 20293 located on the east
side of S. Ferree Street (APN: 0281-161-48), pursuant to a Mitigated Negative
Declaration (Attachment 3); and
4) Schedule the second reading of the above Ordinance to the regularly scheduled
meeting of the Mayor and City Council on November 18, 2020.
Background
On September 22, 2020, the Planning Commission, by a vote of 5 -0-1 (Jones
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Abstained) adopted Resolution No. 2020-043 forwarding a recommendation that the
Mayor and City Council (Attachment 4):
1) Adopt the Mitigated Negative Declaration; and
2) Approve General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04, Development Permit
Type-P 20-02 and Subdivision 20-03 (Tentative Tract Map 20293)
based on the Findings of Fact and subject to the recommended
Conditions of Approval.
Discussion
Pursuant to the requirements of Chapter 19.50 (General Plan Amendments), Chapt er
19.42 (Development Code Amendments), Chapter 19.74 (Zoning Map Amendments),
Chapter 19.66 (Subdivision Maps), and Chapter 19.44 (Development Permits) of the
City of San Bernardino Development Code, the applicant is requesting the approval of
(Attachment 5):
General Plan Amendment 20-03 and Development Code Amendment (Zoning Map
Amendment) 20-04 to change the General Plan Land Use Designation from
Commercial to Multiple-Family Residential and the Zoning District Classification from
Commercial General (CG-1) to Residential Medium (RM) of one (1) parcel containing
approximately 9.60 acres;
Development Permit Type-P 20-02 allowing the development and establishment of a
Planned Residential Development comprised of ninety-six (96) detached single-family
residences; and
Subdivision 20-03 approving corresponding Tentative Tract Map 20293 for the
Planned Residential Development.
Analysis
The table below provides a summary of the surrounding land use characteristics of the
subject site and surrounding properties.
TABLE 1: SITE AND SURROUNDING LAND USES
LOCATION LAND USE ZONE GENERAL PLAN
DESIGNATION
Site Vacant Commercial General (CG-1) Commercial
North Single-Family Residential Residential Medium (RM) Multi-Family Residential
South Interstate 10 Freewa y Interstate 10 Freeway Interstate 10 Freeway
West Legal Non-Conforming
Single-Family Residential
Commercial General (CG-1) Commercial
East Multi-Family Residential Residential Medium High (RMH) Multi-Family Residential
The proposed Residential Medium (RM) zone allows for a density of twelve (12)
residential dwellings per acre. The subject property containing approximately 9.60
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acres would allow up to 115 residential dwellings. The proposed Planned Residential
Development has a density of ten (10) single-family residences per acre, which is below
what is permitted by the City's Development Code.
With the concurrent approval of General Plan Amendment 20 -03 and Development
Code Amendment (Zoning Map Amendment) 20-04, the proposed Planned Residential
Development comprised of ninety-six (96) single-family residences is consistent with the
polices of the City’s General Plan and complies with the City’s Development Code.
Architecture/Site Design
The homes planned for the proposed project are designed to crea te an inviting
community that focuses on the comfort, safety, and active lifestyles of the homeowners.
Homes within are oriented to front the private streets with both entry doors and primary
windows, creating a strong sense of neighborhood. The home sit es also provide a
driveway space, 2-car enclosed private garages as well as privatized outdoor spaces
with traditional backyards. By creating an uninterrupted and well landscaped pedestrian
experience throughout the neighborhood, the sidewalks provide a s afe environment for
leisurely walks that connect the homes of future residents to each other as well as to
both the passive and active outdoor recreation spaces featured within the
neighborhood.
The homes within this neighborhood are two stories with three (3) floor plan types
ranging from 1,845 square feet to 2,045 square feet and between 3 and 4 bedrooms.
The design of each home focuses on open spacious plans that allows an abundance of
natural light in and connects indoor and outdoor spaces. Each plan type has three
elevation styles - Santa Barbara, Monterey, and Spanish Colonial - that are inspired by
the surrounding neighborhoods, while also providing well balanced details and high
quality, durable finishes. Homes will feature solar panels, pre-wired EV charging within
the garages as well as many other energy efficient features that meet today’s rigorous
Cal Green standards. Architectural design of the proposed office/shop building which
contains approximately 7,000 square feet is a retro and stylish theme emulating an
industrial building of years past while utilizing varying paint and façade material
schemes to create a visual interest along the streetscape.
Landscaping:
Creative landscaping for the proposed project has been designed for this new
community to provide residences with an array of enjoyable common area opportunities.
Well planned landscaping will create a sense of arrival and pride as residents enter into
their new residential community. First, is the entrance featuring a lovely focal point of a
seating area and shaded trellis, surrounded by lush planting and a flexible open which is
intended to be used by residents for casual activities such as kicking a soccer ball,
throwing a frisbee or taking a stroll through the neighborhood. A co ncert of walkways,
buffer planting, and shade trees are designed to connect residents to the heart of the
neighborhood and offer a feeling of shared community. A second area in the eastern
portion of the community provides opportunity for larger community gatherings under a
fabric picnic shelter. The adjacent smaller and more intimate lounging area gives
residents the opportunity to gather in the sun for conversation, to read, and to enjoy the
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outdoors. The emergency vehicle access lane has also been tap ped to serve as a
bonus green space with turf block pavers and an inviting picnic area. Environmentally
friendly landscaping will be implemented using California-friendly plant material, as well
as the latest in smart irrigation technology, to conserve as much water as possible.
Open Space:
The proposed project provides a total of approximately 28,485 square feet of common
open space acres, which translates into approximately 300 square feet per single -family
residence. The common open space is provided wi th three (3) landscaped pocket
parks. The proposed single-family residences provide a total of approximately 89,976
square feet of private open space within the backyard areas, which translates into
approximately 937 square feet per single-family residence and a minimum of
approximately 500 square feet. The total common and private open space area is
approximately 118,461 square feet, which translates into approximately 1,234 square
feet per single-family residence. Additionally, the proposed project provides thirty-three
(33) guest parking spaces.
Access/Traffic:
The project site will have direct primary access via a gated entry located along S.
Ferree Street. The internal site circulation has been designed to adequately
accommodate on-site residential circulation and access to the garages and guest
parking areas. An internal sidewalk and designated “paths of travel” have also been
provided to ensure pedestrian safety. Secondary emergency fire access is provided via
an easement from S. Richardson Street. Finally, the City’s Traffic Engineering Division
has accepted the Traffic Impact Analysis prepared for the proposed development, and
adequate traffic improvement measures will be implemented based upon the approved
Traffic Impact Analysis and the recommendations of the City’s Traffic Engineer.
General Plan Goals and Policies
The City of San Bernardino General Plan includes goals and policies to guide future
development within the City, including the following:
Enhance the aesthetic quality of land uses and structures in San Bernardino.
Enhance the quality of life and economic vitality in San Bernardino by strategic
infill of new development and revitalization of existing development.
Control development and the use of land to minimize adverse impacts.
General Plan Amendment 20-03, Development Code Amendment (Zoning Map
Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293), the applicant will be revitalizing the subject site in a
manner that will enhance the physical and visual qualities of the subject site thereby
enhancing the aesthetics of the surrounding neighborhood. Additionally, through this
project, the existing property will be transformed from a vacant underutilized site into a
development that meets the City’s housing needs, while satisfying the Development
Code requirements and will be adequately regulated through the Conditions of Approval
in order to minimize potential impacts.
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California Environmental Quality Act (CEQA)
In accordance with §15063 (Initial Study) of the California Environmental Quality Act
(CEQA), the applicant submitted and the Planning Division accepted an Initial
Study/Mitigated Negative Declaration (Attachment 6) prepared in connection with
General Plan Amendment 20-03, Development Code Amendment (Zoning Map
Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293). Accordingly, pursuant to §15072 (Notice of Intent to Adopt
a Negative Declaration or Mitigated Negative Declaration) of CEQA, a Notice of Intent to
Adopt a Mitigated Negative Declaration for the proposed project was posted on August
4, 2020 for the CEQA-mandated twenty (20) day public review and comment period. No
comments were received during the twenty (20) day public review and comment period
for the Draft Initial Study/Mitigated Negative Declaration for the proposed project.
2020-2025 Key Strategic Targets and Goals
General Plan Amendment 20-03, Development Code Amendment (Zoning Map
Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293) aligns with Key Target No. 3: Improve Quality of Life. The
ninety-six (96) single-family residences will help the City meet its State mandated
housing requirements, will be consistent with th e surrounding single-family residential
land uses, and provides for a market rate housing stock.
Fiscal Impact
Development impact fees associated with the project will be approximately $1,260,000.
City services will be provided to this project similar to other single-family residential
neighborhoods within the City and surrounding area.
Conclusion
With the concurrent approval of General Plan Amendment 20 -03 and Development
Code Amendment (Zoning Map Amendment) 20-04, the development comprised of
ninety-six (96) single-family residences is consistent with the polices of the City’s
General Plan, complies with the standards of the City’s Development Code, is
compatible with the surrounding residential neighborhoods, meets the City’s Goals and
Objectives, and will help the City meet its State mandated housing requirements.
Therefore, the Planning Commission recommends that the Mayor and City Council of
the City of San Bernardino, California:
1) Adopt Resolution No. 2020-265 of the Mayor and City Council of the City of San
Bernardino, California, adopting the Mitigated Negative Declaration and
Mitigation Monitoring and Reporting Program, and approving General Plan
Amendment 20-03 changing the General Plan Land Use Designation from
Commercial to Multiple-Family Residential of one (1) parcel (APN: 0281-161-48)
containing approximately 9.60 acres (Attachment 1);
2) Introduce, read by title only, and waive further reading of Ordinance No. MC -
1549 of the Mayor and City Council of the City of San Bernardino, Califor nia,
approving Development Code Amendment (Zoning Map Amendment) 20 -04
changing the Zoning District Classification from Commercial General (CG -1) to
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Residential Medium (RM) of one (1) parcel (APN: 0281-161-48) containing
approximately 9.60 acres, pursuant to a Mitigated Negative Declaration
(Attachment 2);
3) Adopt Resolution No. 2020-266 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Permit Type -P 20-02 allowing the
development and establishment of a Planned Residential Development
comprised of ninety-six (96) detached single-family residences and Subdivision
20-03 approving corresponding Tentative Tract Map 20293 located on the east
side of S. Ferree Street (APN: 0281-161-48), pursuant to a Mitigated Negative
Declaration (Attachment 3); and
4) Schedule the second reading of the above Ordinance to the regularly scheduled
meeting of the Mayor and City Council on November 18, 2020.
Attachments
Attachment 1 Resolution No. 2020-265 (Adopting MND/MMRP and Approving
General Plan Amendment 20-03)
Attachment 2 Resolution No. 2020-265 Exhibit A
Attachment 3 Ordinance No. MC-1549 (Approving Development Code
Amendment [Zoning Map Amendment] 20-04)
Attachment 4 Ordinance No. MC-1549 Exhibit A
Attachment 5 Resolution No. 2020-266 (Approving Subdivision 20-03 [Tentative
Tract Map 20293] and Development Permit Type-P 20-02);
Attachment 6 Resolution No. 2020-266 Exhibit A
Attachment 7 Resolution No. 2020-266 Exhibit B
Attachment 8 Planning Commission Resolution No. 2020-043
Attachment 9 Planning Commission Staff Report, dated September 22, 2020
Attachment 10 Initial Study/Mitigated Negative Declaration, dated July 22, 2020
Attachment 11 Public Hearing Notice
Attachment 12 Power Point
Ward: 3
Synopsis of Previous Council Actions: None
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Resolution No. 2020-265
1
RESOLUTION NO. 2020-265
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
ADOPTING THE MITIGATED NEGATIVE
DECLARATION AND MITIGATION MONITORING AND
REPORTING PROGRAM, AND APPROVING GENERAL
PLAN AMENDMENT 20-03 CHANGING THE GENERAL
PLAN LAND USE DESIGNATION FROM COMMERCIAL
TO MULTIPLE-FAMILY RESIDENTIAL OF ONE (1) PARCEL
(APN: 0281-161-48) CONTAINING APPROXIMATELY 9.60
ACRES
WHEREAS, together, General Plan Amendment 20-03, Development Code Amendment
(Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293) constitute the Warmington Homes Project (“Project”); and
WHEREAS, General Plan Amendment 20-03 is a request to allow the change of the
General Plan Land Use Designation from Commercial to Multiple-Family Residential of one (1)
parcel containing approximately 9.60 acres; and
WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”; Public
Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code
of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency
for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section
15073, the preparation of a Mitigated Negative Declaration was the appropriate environmental
review procedure under CEQA, because all potentially significant impacts of the Project can be
mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and
Reporting Program (“MMRP”) were prepared for the Project; and
WHEREAS, on July 31, 2020, in accordance with State CEQA Guidelines Sections
15072 and 15073, a Notice of Intent to Adopt a Mitigated Negative Declaration (“NOI”) was
mailed to all organizations and individuals who previously requested such notice in writing, and
notice was also made by way of publication consistent with CEQA’s requirements; and
WHEREAS, on August 4, 2020, in accordance with State CEQA Guidelines Section
15072(d), the NOI was also posted by the Clerk for the County of San Bernardino Board of
Supervisors to begin the 20-day public review period; and
WHEREAS, on September 22, 2020, the Planning Commission of the City of San
Bernardino held a duly-noticed public hearing to consider public testimony and the staff report,
and adopted Resolution No. 2020-043 recommending the adoption of the Mitigated Negative
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Declaration, and the approval of General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and
Subdivision 20-03 (Tentative Tract Map 20293) to the Mayor and City Council; and
WHEREAS, notice of the November 4, 2020 public hearing for the Mayor and City
Council's consideration of this proposed Resolution was published in The Sun newspaper on
October 24, 2020, and was mailed to property owners within a 500 foot radius of the project site
in accordance with Development Code Chapter 19.52 (Hearing and Appeals); and
WHEREAS, all the requirements of the Public Resources Code and the State CEQA
Guidelines have been satisfied or complied with by the City in connection with the preparation
of the MND, which is sufficiently detailed so that all of the potentially significant environmental
effects of the proposed Project, as well as feasible mitigation measures, have been adequately
evaluated; and
WHEREAS, the MND prepared in connection with the proposed Project sufficiently
analyzes the feasible mitigation measures necessary to avoid or substantially lessen the proposed
Project’s potentially significant environmental impacts; and
WHEREAS, prior to taking action, the City Council has heard, been presented with,
reviewed, and considered all of the information and data in the administrative record, including
but not limited to the Initial Study, MND, MMRP, and all oral and written evidence pr esented to
it during the meeting and hearing; and
WHEREAS, the MND reflects the independent judgment of the City and is deemed
adequate for purposes of making decisions on the merits of the proposed Project; and
WHEREAS, no comments made in the public hearing conducted by the Mayor and City
Council, and no additional information submitted to the City Council, has produced substantial
new information requiring substantial revisions that would trigger recirculation of the MND or
additional environmental review under State CEQA Guidelines section 15073.5; and
WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals) and
Chapter 19.50 (General Plan Amendments) of the City of San Bernardino Development Code,
the Mayor and City Council have the authority to take action on General Plan Amendment 20-
03; and
WHEREAS, all other legal prerequisites to the adoption of this Resolution have
occurred.
NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY
COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
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SECTION 2. Compliance with the California Environmental Quality Act. The Mayor
and City Council having independently reviewed and analyzed the record before it, including the
adopted Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and
written and oral testimony, and having exercised their independent judgment, find that the MND,
Initial Study, and administrative record contain a complete and accurate reporting of the
environmental impacts associated with the proposed Project, that the MND has been completed in
compliance with CEQA and the State CEQA Guidelines, and that there is no substantial evidence
supporting a fair argument that approval of the Project will result in a significant effect on the
environment.
SECTION 3. Findings on Environmental Impacts. Based on the whole record before it,
the City Council finds and determines that evidence in the administrative record, including,
without limitation, the analysis and conclusions set forth in the staff reports, responses to
comments, testimony provided at the proposed Project’s public hearings, the Initial Study, the
MND and the supporting technical studies, demonstrate that, with incorporation of the identified
mitigation as set forth in the MMRP, the proposed Project will not have any potential significant
environmental impacts. The City Council has considered all comments and other information
submitted to the City in connection with the MND. The City Council further finds and
determines that there is no substantial evidence in the administrative record supporting a fair
argument that the proposed Project may have a significant environmental impact. The City
Council finds that the MND contains a complete, objective, and accurate reporting of the
environmental impacts associated with the proposed Project and reflects the independent
judgment and analysis of the City.
SECTION 4. Adoption of the Mitigated Negative Declaration and Mitigation
Monitoring and Reporting Program. Based upon the findings made herein and their independent
judgment and analysis, the Mayor and City Council hereby adopt the Mitigated Negative
Declaration for the Project, and the Mitigation Monitoring and Reporting Program, attached
hereto as Exhibit A. In the event of any inconsistencies between the mitigation measures as set
forth in the MND and the MMRP, the MMRP shall control. The Mayor and City Council hereby
impose each mitigation measure as a condition of approval of the Project, in accordance with
CEQA and the State CEQA Guidelines.
SECTION 5. Findings of Fact – General Plan Amendment 20-03:
Finding No. 1: The proposed amendment is internally consistent with the General Plan.
Finding of Fact: The proposed amendment will change the General Plan Land Use
Designation from Commercial to Multiple-Family Residential for the
entirety project site containing approximately 9.60 acres. The Multiple-
Family Residential General Plan Land Use Designation is intended to
provide for the residential uses to meet the housing demand of current and
future residents. The proposed amendment will allow for the development
and establishment of a Planned Residential Development comprised of
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ninety-six (96) detached single-family residences, which is consistent with
the existing single-family residential developments within the project area.
Therefore, the proposed project is consistent with the following General
Plan goals and policies:
General Plan Land Use Element Policy 2.2.1: Ensure
compatibility between land uses and quality design through
adherence to standards and regulations in the Development
Code and policies and guidelines in the Community Design
Element.
General Plan Land Use Element Goal 2.4: Enhance the
quality of life and economic vitality in San Bernardino by
strategic in-fill of new development and revitalization of
existing development.
General Plan Community Design Element Goal 5.4:
Ensure individual projects are well designed and
maintained.
Finding No. 2: The proposed amendment would not be detrimental to the public interest,
health, safety, convenience, or welfare of the City.
Finding of Fact: The proposed amendment will not be detrimental to the public interest,
health, safety, convenience, or welfare of the City in that the proposed
amendment to change the General Plan Land Use Designation of the
entirety of the project site from Commercial to Multiple-Family
Residential will facilitate the development and establishment of a Planned
Residential Development comprised of ninety-six (96) detached single-
family residences consistent with the existing surrounding single-family
residential developments. The project site is generally flat, with access
from S. Ferree Street, fully served by utility providers, and will not result
in the need for the excessive provision of services. Additionally, any
potential impacts created by the proposed amendment have been
addressed in the Draft Initial Study/Mitigated Negative Declaration and
appropriate mitigation measures have been included within the Mitigation
Monitoring and Reporting Program.
Finding No. 3: The proposed amendment would maintain the appropriate balance of land
uses within the City.
Finding of Fact: The proposed amendment would result in the entirety of the project site
having the Multiple-Family Residential General Plan Land Use
Designation, which will allow for the development and establishment of a
Planned Residential Development comprised of ninety-six (96) detached
single-family residences. The subject property is located within an existing
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5
single-family residential neighborhood. Therefore, the proposed change
from Commercial to Multiple-Family Residential for the project site
would allow the proposed project nearby existing residential uses, thereby
providing for an appropriate balance of land uses within the City.
Finding No. 4: The subject parcels are physically suitable (including, but not limited to,
access, provision of utilities, compatibility with adjoining land uses, and
absence of physical constraints) for the requested land use designation and
the anticipated land use development.
Finding of Fact: The project site is currently comprised of one (1) parcel that is proposed to
be subdivided into ninety-six (96) single-family residential lots and
common open spaces to correspond to the proposed Planned Residential
Development. The project site is generally flat, with access from S. Ferree
Street. Utilities are available directly from S. Ferree Street. There are no
physical constraints on the site, such as steep slopes or watercourses.
SECTION 6. Approval of Project and General Plan Amendment: The Project, including
General Plan Amendment 20-03 to change the General Plan Land Use District from Commercial
to Multiple-Family Residential of one (1) parcel (APN: 0281-161-48), attached hereto and
incorporated herein by reference as Exhibit A, is hereby approved.
SECTION 7. Custodian of Record. The documents and materials associated with this
Resolution and that constitute the record of proceedings on which these findings are based are
located at 290 North D Street, San Bernardino, CA 92401. The City Clerk is the custodian of the
record of proceedings.
SECTION 8. Notice of Determination: The Planning Division of the Community and
Economic Development Department is hereby directed to file a Notice of Determination with the
County Clerk of the Board of Supervisors of the County of San Bernardino within five (5)
working days of final project approval certifying the City’s compliance with the California
Environmental Quality Act in approving the Project.
SECTION 9. Severability: If any section, subsection, subdivision, sentence, or clause or
phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid
or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or
effectiveness of the remaining portions of this Resolution or any part thereof. The Mayor and
City Council hereby declares that it would have adopted each section irrespective of the fact that
any one or more subsections, subdivisions, sentences, clauses, or phrases be declared
unconstitutional, invalid, or ineffective.
SECTION 10. Effective Date. This Resolution shall become effective immediately.
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APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of _________, 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
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CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-265, adopted at a regular meeting held at the ___ day of _________, 2020
by the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ
IBARRA
FIGUEROA
SHORETT
NICKEL
RICHARD
MULVIHILL
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________,
2020.
Genoveva Rocha, CMC, City Clerk
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EXHIBIT A
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Packet Pg. 259 Attachment: Attachment No. 2 - Resolution No. 2020-265 Exhibit A (6957 : Warmington Homes Project (Ward 3))
ORDINANCE NO. MC-1549
ORDINANCE OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
APPROVING DEVELOPMENT CODE AMENDMENT
(ZONING MAP AMENDMENT) 20-04 CHANGING THE
ZONING DISTRICT CLASSIFICATION FROM
COMMERCIAL GENERAL (CG-1) TO RESIDENTIAL
MEDIUM (RM) OF ONE (1) PARCEL (APN: 0281-161-48)
CONTAINING APPROXIMATELY 9.60 ACRES,
PURSUANT TO A MITIGATED NEGATIVE
DECLARATION
WHEREAS, together, General Plan Amendment 20-03, Development Code Amendment
(Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293) constitute the Warmington Homes Project (“Project”); and
WHEREAS, Development Code Amendment (Zoning Map Amendment) 20-04 is a
request to allow the change of the Zoning District Classification from Commercial General (CG-
1) to Residential Medium (RM) of one (1) parcel containing approximately 9.60 acres; and
WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”; Public
Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code
of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency
for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section
15073, preparation of a Mitigated Negative Declaration was the appropriate environmental
review procedure under CEQA, because all potential significant impacts of the Project can be
mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and
Reporting Program (“MMRP”) were prepared for the Project; and
WHEREAS, on September 22, 2020, the Planning Commission of the City of San
Bernardino held a duly-noticed public hearing to consider public testimony and the staff report,
and adopted Resolution No. 2020-043 recommending the adoption of the Mitigated Negative
Declaration, and the approval of General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and
Subdivision 20-03 (Tentative Tract Map 20293) to the Mayor and City Council; and
WHEREAS, notice of the November 4, 2020 public hearing for the Mayor and City
Council's consideration of this proposed Ordinance was published in The Sun newspaper on
October 24, 2020, and was mailed to property owners within a 500 foot radius of the project site
in accordance with Development Code Chapter 19.52 (Hearings and Appeals); and
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2
WHEREAS, no comments made in the public hearing conducted by the Mayor and City
Council, and no additional information submitted to the City Council, has produced substantial
new information requiring substantial revisions that would trigger recirculation of the MND or
additional environmental review under State CEQA Guidelines Section 15073.5; and
WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals) and
Chapter 19.74 (Zoning Map Amendments) of the City of San Bernardino Development Code, the
Mayor and City Council have the authority to take action on Development Code Amendment
(Zoning Map Amendment) 20-04.
NOW THEREFORE, THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO, CALIFORNIA, DO ORDAIN AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Compliance with the California Environmental Quality Act. The City
Council having independently reviewed and analyzed the record before it, including the adopted
Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and written
and oral testimony, and having exercised their independent judgment, finds that there is no
substantial evidence supporting a fair argument that approval of the Project will result in a
significant effect on the environment.
SECTION 3. Finding of Facts – Development Code Amendment (Zoning Map
Amendment) 20-04
Finding No. 1: The proposed amendment is consistent with the General Plan.
Finding of Fact: The proposed amendment will change the Zoning District Classification
from Commercial General (CG-1) to Residential Medium (RM) for the
entirety of the project site containing approximately 9.60 acres. The
Residential Medium (RM) Zoning District Classification is intended to
provide for residential development with a maximum of twelve (12)
residences per acre. The proposed amendment will allow for the
development and establishment of a Planned Residential Development
comprised of ninety-six (96) detached single-family residences which
provide a density of ten (10) residences per acre and is consistent with the
surrounding single-family residential developments within the project
area. Therefore, the proposed project is consistent with the following
General Plan goals and policies:
General Plan Land Use Element Policy 2.2.1: Ensure
compatibility between land uses and quality design through
adherence to standards and regulations in the Development
Code and policies and guidelines in the Community Design
Element.
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General Plan Land Use Element Goal 2.4: Enhance the
quality of life and economic vitality in San Bernardino by
strategic in-fill of new development and revitalization of
existing development.
General Plan Community Design Element Goal 5.4:
Ensure individual projects are well designed and
maintained.
Finding No. 2: The proposed amendment would not be detrimental to the public interest,
health, safety, convenience, or welfare of the City.
Finding of Fact: The proposed amendment will not be detrimental to the public interest,
health, safety, convenience, or welfare of the City in that the proposed
amendment to change the Zoning District Classification of the entirety of
the project site from Commercial General (CG-1) to Residential Medium
(RM) will facilitate the development and establishment of a Planned
Residential Development comprised of ninety-six (96) detached single-
family residences which is consistent with the surrounding single-family
residential developments. The project site is generally flat, with access
from S. Ferree Street, fully served by utility providers, and will not result
in the need for the excessive provision of services. Additionally, any
potential impacts created by the proposed amendment have been
addressed in the Draft Initial Study/Mitigated Negative Declaration and
appropriate mitigation measures have been included within the Mitigation
Monitoring and Reporting Program.
Finding No. 3: The proposed amendment would maintain the appropriate balance of land
uses within the City.
Finding of Fact: The proposed amendment would result in the entirety of the project site
having the Residential Medium (RM) Zoning District Classification to
allow for the development and establishment of a Planned Residential
Development comprised of ninety-six (96) detached single-family
residences. The subject property is located adjacent to an existing single-
family residential neighborhood. Therefore, the proposed change from
Commercial General (CG-1) to Residential Medium (RM) for the project
site would allow the proposed project nearby existing residential uses,
thereby providing for an appropriate balance of land uses within the City.
Finding No. 4: The subject parcels are physically suitable (including, but not limited to,
access, provision of utilities, compatibility with adjoining land uses, and
absence of physical constraints) for the requested land use designation and
the anticipated land use development.
Finding of Fact: The project site is currently comprised of one (1) parcel that is proposed to
be subdivided into ninety-six (96) single-family residential lots and
common open spaces to correspond to the proposed Planned Residential
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Ordinance MC-1549
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Development. The project site is generally flat, with access from S. Ferree
Street. Utilities are available directly from S. Ferree Street. There are no
physical constraints on the site, such as steep slopes or watercourses.
SECTION 4. Development Code Amendment (Zoning Map Amendment) 20-04 to
change the Zoning District Classification from Commercial General (CG-1) to Residential
Medium (RM) of one (1) parcel (APN: 0281-161-48), attached hereto and incorporated herein by
reference as Exhibit A, is hereby approved.
SECTION 5. Notice of Determination: The Planning Division of the Community and
Economic Development Department is hereby directed to file a Notice of Determination with the
County Clerk of the County of San Bernardino within five (5) working days of final project
approval certifying the City’s compliance with the California Environmental Quality Act in
approving the Project.
SECTION 6. Severability: If any section, subsection, subdivision, sentence, or clause or
phrase in this Ordinance or any part thereof is for any reason held to be unconstitutional, invalid
or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or
effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council
hereby declares that it would have adopted each section irrespective of the fact that any one or
more subsections, subdivisions, sentences, clauses, or phrases be declared unconstitutional,
invalid, or ineffective.
SECTION 7. Effective Date. This Ordinance shall become effective thirty (30) days
after the date of its adoption.
SECTION 8. Notice of Adoption. The City Clerk of the City of San Bernardino shall
certify to the adoption of this Ordinance and cause publication to occur in a newspaper of general
circulation and published and circulated in the City in a manner permitted under Section 36933
of the Government Code of the State of California.
SECTION 9. Custodian of Record. The documents and materials associated with this
Ordinance and that constitute the record of proceedings on which these findings are based are
located at 290 North D Street, San Bernardino, CA 92401. The City Clerk is the custodian of the
record of proceedings.
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APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of _________, 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
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Ordinance MC-1549
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CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Ordinance No. MC-1549, introduced by the City Council of the City of San Bernardino,
California, at a regular meeting held the 4th day of November, 2020. Ordinance No. MC-____
was approved, passed and adopted at the regular meeting held the 18th day of November, 2020
by the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ
IBARRA
FIGUEROA
SHORETT
NICKEL
RICHARD
MULVIHILL
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________,
2020.
Genoveva Rocha, CMC, City Clerk
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1
EXHIBIT A
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Packet Pg. 266 Attachment: Attachment No. 4 - Ordinance No. MC-1549 Exhibit A (6957 : Warmington Homes Project (Ward 3))
Resolution No. 2020-266
1
RESOLUTION NO. 2020-266
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
APPROVING DEVELOPMENT PERMIT TYPE-P 20-02
ALLOWING THE DEVELOPMENT AND
ESTABLISHMENT OF A PLANNED RESIDENTIAL
DEVELOPMENT COMPRISED OF NINETY-SIX (96)
DETACHED SINGLE-FAMILY RESIDENCES AND
SUBDIVISION 20-03 APPROVING CORRESPONDING
TENTATIVE TRACT MAP 20293 CONTAINING
APPROXIMATELY 9.60 ACRES LOCATED ON THE EAST
SIDE OF S. FERREE STREET (APN: 0280-161-48),
PURSUANT TO A MITIGATED NEGATIVE
DECLARATION
WHEREAS, on June 26, 2020, pursuant to the requirements of Chapter 19.50 (General
Plan Amendments), Chapter 19.42 (Development Code Amendments), Chapter 19.74 (Zoning
Map Amendments), Chapter 19.66 (Subdivision Maps), Chapter 19.44 (Development Permits)
and Section 19.04.020(1)(L) (Planned Residential Developments) of the City of San Bernardino
Development Code, an application for General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and
Subdivision 20-03 (Tentative Tract Map 20293) was duly submitted by:
Property Owner: ICO Fund VI
9663 Santa Monica Boulevard, Suite 737
Los Angeles, CA 90210
Project Applicant: Warmington Residential
3090 Pullman Street
Costa Mesa, CA 92626
Property Address: East side of S. Ferree Street, south of the terminus of E.
Laurelwood Drive
APN: 0281-161-48
Lot Area: 9.60 acres
WHEREAS, together, General Plan Amendment 20-03, Development Code Amendment
(Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293) constitute the Warmington Homes Project (“Project”); and
WHEREAS, Development Permit Type-P 20-02 is a request to allow the development
and establishment of a Planned Residential Development comprised of ninety-six (96) detached
single-family residences on the subject property; and
WHEREAS, Subdivision 20-03 (Tentative Tract Map 20293) is a request to allow the
corresponding subdivision for the proposed Planned Residential Development; and
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WHEREAS, the Planning Division of the Community and Economic Development
Department of the City of San Bernardino has reviewed General Plan Amendment 20-03,
Development Code Amendment (Zoning Map Amendment) 20-04, Development Permit Type-P
20-02 and Subdivision 20-03 (Tentative Tract Map 20293) for compliance with the California
Government Code, compliance with the California Subdivision Map Act, consistency with the
City of San Bernardino General Plan, and compliance with the City of San Bernardino
Development Code; and
WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”; Public
Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code
of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency
for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section
15073, preparation of a Mitigated Negative Declaration was the appropriate environmental
review procedure under CEQA, because all potential significant impacts of the Project can be
mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and
Reporting Program (“MMRP”) were prepared for the Project; and
WHEREAS, on September 22, 2020, the Planning Commission of the City of San
Bernardino held a duly-noticed public hearing to consider public testimony and the staff report,
and adopted Resolution No. 2020-043 recommending the adoption of the Mitigated Negative
Declaration, and the approval of General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04, Development Permit Type-P 20-02 and
Subdivision 20-03 (Tentative Tract Map 20293) to the Mayor and City Council; and
WHEREAS, notice of the November 4, 2020 public hearing for the Mayor and City
Council's consideration of this proposed Resolution was published in The Sun newspaper on
October 24, 2020, and was mailed to property owners within a 500 foot radius of the project site
in accordance with Development Code Chapter 19.52 (Hearing and Appeals); and
WHEREAS, no comments made in the public hearing conducted by the Mayor and City
Council and no additional information submitted to the City Council, has produced substantial
new information requiring substantial revisions that trigger recirculation of the MND or
additional environmental review under State CEQA Guidelines Section 15073.5; and
WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals),
Chapter 19.66 (Subdivisions), and 19.44 (Development Permits) of the City of San Bernardino
Development Code, the Mayor and City Council have the authority to take action on
Development Permit Type-P 20-02 and Subdivision 20-03 (Tentative Tract Map 20293).
NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY
COUNCIL OF THE CITY OF SAN BERNARDINO, CALIFORNIA, AS FOLLOWS:
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SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Compliance with the California Environmental Quality Act. The Mayor
and City Council having independently reviewed and analyzed the record before it, including the
adopted Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and
written and oral testimony, and having exercised their independent judgment, find that there is no
substantial evidence supporting a fair argument that approval of the Project will result in a
significant effect on the environment.
SECTION 3. Findings of Fact – Development Permit Type-P 20-03.
Finding No. 1: The proposed development is permitted within the subject zoning district
and complies with all applicable provisions of the Development Code,
including prescribed site development standards and applicable design
guidelines.
Finding of Fact: The proposed Planned Residential Development comprised of ninety-six
(96) detached single-family residences is a permitted land use within the
Residential Medium (RM) zone, subject to the approval of a Development
Permit with the appropriate Conditions of Approval and CEQA
determination. With the concurrent approval of General Plan Amendment
20-03 and Development Code Amendment (Zoning Map Amendment) 20-
04, the proposal under Development Permit Type-P 20-02 will be
developed in compliance with all of the applicable development standards
and design guidelines of the Residential Medium (RM) zone. Therefore,
the proposed development would not impair the integrity and character of
the subject land use district.
Finding No. 2: The proposed development is consistent with the General Plan.
Finding of Fact: With the concurrent approval of General Plan Amendment 20-03 and
Development Code Amendment (Zoning Map Amendment) 20-04, the
proposed project is consistent with General Plan goals and policies
including the following:
Land Use Element Policy 2.2.1: Ensure compatibility between uses and
quality design through adherence to the standards and regulations in the
Development Code and policies and guidelines in the Community Design
Element.
Housing Element Goal 3.2: Conserve and improve the existing affordable
housing stock and revitalize deteriorating neighborhoods.
Housing Element Policy 3.5.4: Encourage and facilitate the construction,
maintenance, and preservation of a variety of housing types adequate to
meet a range of household needs.
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Community Design Element Policy5.5.1: Require new and in-fill
development to be of compatible scale and massing as existing
development yet allow the flexibility to accommodate unique architecture,
colors, and materials in individual projects.
The proposed Planned Residential Development comprised of ninety-six
(96) detached single-family residences will provide additional housing
opportunities within the City, consistent with these General Plan goals and
policies. Additionally, the proposed project is permitted within the
Residential Medium (RM) zone, subject to the approval of a Development
Permit with the appropriate Conditions of Approval and CEQA
determination.
Finding No. 3: The proposed development is harmonious and compatible with existing
and future developments within the land use district and general area, as
well as the land uses presently on the subject property.
Finding of Fact: The proposed Planned Residential Development comprised of ninety-six
(96) detached single-family residences will be harmonious and compatible
with the existing single-family residential developments within the
surrounding area. The scale and density of the proposed development is
similar to that of the existing residential development in the area and it
conforms to the development standards of the Residential Medium (RM)
zone. With the concurrent approval of General Plan Amendment 20-03
and Development Code Amendment (Zoning Map Amendment) 20-04,
the proposal is consistent with both the General Plan and Development
Code, thus no land use conflict is expected to result from construction of
the proposed project.
Finding No. 4 The proposed development is in compliance with the requirements of the
California Environmental Quality Act (CEQA) and Section 19.20.030 of
the Development Code.
Finding of Fact: In accordance with the California Environmental Quality Act (CEQA), a
Mitigated Negative Declaration was prepared in connection with General
Plan Amendment 20-03, Development Code Amendment (Zoning Map
Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision
20-03 (Tentative Tract Map 20293) which analyzed the proposed Planned
Residential Development.
Finding No. 5: There will be no potentially significant negative impacts upon
environmental quality and natural resources that could not be properly
mitigated and monitored.
Finding of Fact: In accordance with the California Environmental Quality Act (CEQA), a
Mitigated Negative Declaration was prepared in connection with General
Plan Amendment 20-03, Development Code Amendment (Zoning Map
Amendment) 20-04, Development Permit Type-P 20-02 and Subdivision
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20-03 (Tentative Tract Map 20293) which analyzed the proposed Planned
Residential Development, and deemed that no significant negative impacts
on resource for sensitive species or other biological resources.
Finding No. 6: The subject site is physically suitable for the t ype and density/intensity of
use being proposed.
Finding of Fact: The proposed Planned Residential Development comprised of ninety-six
(96) single-family residences with a density of ten (10) residential
dwellings per acre has been designed to meet the density of twelve (12)
residential dwellings per acre of the Residential Medium (RM) zone.
Finding No. 7: There are adequate provisions for public access, water, sanitation, and
public utilities and services to ensure that the proposed use would not be
detrimental to public health and safety.
Finding of Fact: There are adequate provisions for public access, public utilities, and public
services for the proposed Planned Residential Development comprised of
ninety-six (96) single-family residences. The existing site is located
adjacent to and already served by existing public streets and a full range of
public utilities and services. All applicable Codes will apply to the
proposed development. Therefore, subject to the Conditions of Approval,
the proposed project under Development Permit Type-P 20-02 will not be
detrimental to public services or public health and safety.
Finding No. 8: The location, size, design, and operating characteristics of the proposed
use are compatible with the existing and future land uses within the
general area in which the proposed use is to be located and will not create
significant noise, traffic or other conditions or situations that may be
objectionable or detrimental to other permitted uses in the vicinity or
adverse to the public interest, health, safety, convenience, or welfare of the
City.
Finding of Fact: With the concurrent approval of General Plan Amendment 20-03 and
Development Code Amendment (Zoning Map Amendment) 20-04, the
proposed Planned Residential Development comprised of ninety-six (96)
single-family residences conforms to all applicable development standards
and land use regulations of the Residential Medium (RM) zone. Therefore,
the design of the project, in conjunction with the recommended Conditions
of Approval, will ensure that the proposal will not create significant nois e,
traffic, or other conditions or situations that may be objectionable or
detrimental to other permitted uses in the vicinity of the site, nor will it be
adverse to the public interest, health, safety, convenience or welfare of the
City. The location, size, design and character of the proposed development
will enhance the neighborhood to the benefit of the public interest and
general welfare of the City.
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SECTION 4. Findings of Fact – Subdivision 20-03 (Tentative Tract Map 20293).
Finding No. 1: The proposed map is consistent with the General Plan.
Finding of Fact: The proposed subdivision (Tentative Tract Map 20293) would subdivided
the subject project site into ninety-six (96) single-family residential lots
and common open spaces to correspond to the proposed Planned
Residential Development containing approximately 9.60 acres.
Additionally, the subdivision is consistent with General Plan goals and
Policies and the relevant provisions of the Development Code.
Finding No. 2: The design and improvements of the proposed subdivision is consistent
with the General Plan.
Finding of Fact: The proposed Tentative Tract Map will allow the development and
establishment of a Planned Residential Development comprised of ninety-
six (96) detached single-family residences which is compatible with the
surrounding residential developments. Additionally, the proposed tentative
tract Map will connect to existing water and sewer services, roads, storm
drains, and private utilities. Therefore, the proposed subdivision is
consistent with the following General Plan goals and policies:
General Plan Land Use Goal 2.2: Promote development
that integrates with surrounding land uses.
General Plan Land Use policy 2.7.5: Require that
developments conform to the availability of public
infrastructure to accommodate its demands and mitigate its
impacts.
Finding No. 3: The site is physically suitable for the type of development.
Finding of Fact: The proposed subdivision has been designed to meet the requirements of
the Residential Medium (RM) zone and to accommodate the proposed
Planned Residential Development.
Finding No. 4: The site is physically suitable for the proposed density of development.
Finding of Fact: The proposed subdivision with a density of ten (10) residential dwellings
per acre has been designed to meet the density of twelve (12) residential
dwellings per acre of the Residential Medium (RM) zone.
Finding No. 5: The design of the subdivision and the proposed improvements will not
cause substantial environmental damage or substantially or avoidably
injure fish or wildlife or their habitat.
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Finding of Fact: In accordance with Public Resources Code, Section 15074, a Mitigated
Negative Declaration with the appropriate Mitigation Monitoring and
Reporting Program (in order to ensure that the Mitigation Measures are
implemented to prevent potential environmental impacts) was prepared in
connection with the Project, including the proposed subdivision.
Therefore, no significant negative impacts on the environment are
anticipated.
Finding No. 6: The design of the subdivision or type of improvements will not cause
serious public health problems.
Finding of Fact: The design of the proposed subdivision meets all of the applicable
Development Code requirements and will not result in any serious public
health problems. The proposed parcels will have access to existing public
streets. Existing utilities and public services are available to serve the
project site and ensure the maintenance of public health and safety.
Finding No. 7: The design of the subdivision or the type of improvements will not
conflict with easements, acquired by the public at large, for access through
or use of, property within the proposed subdivision.
Finding of Fact: The design of the subdivision will not conflict with any public or private
easements. All documentation relating to easements and dedications will
be reviewed and approved by the City Engineer prior to recordation of the
Final Map. Existing easements will be reserved in place or relocated, as
necessary.
SECTION 5. – Conditions of Approval. Development Permit Type-P 20-02 and
Subdivision 20-03 (Tentative Tract Map 20293), are hereby approved, subject to the following
Conditions of Approval:
1. This approval is to allow the development and establishment of a Planned Residential
Development comprised of ninety-six (96) detached single-family residences, and
Subdivision 20-03 to allow the corresponding Tentative Tract Map 20293. The project site is
located on the east side of S. Ferree Street, south of the terminus of E. Laurelwood Drive
(APN: 0281-161-48).
2. The project site shall be developed and maintained in accordance with: (i) the plans stamped
November 4, 2020 (EXHIBIT “A”), approved by the City, which includes a tentative tract
map, site plan, floor plan(s), exterior-elevations plan(s), and conceptual landscape plan on
file with the Planning Division; (ii) the Conditions of Approval contained herein; and (iii) the
City’s Municipal Code regulations.
3. The project shall be subject to all of the mitigation measures contained within the Mitigation
Monitoring and Reporting Program (EXHIBIT “B”), dated November 4, 2020 and
incorporated herein by reference, as Conditions of Approval.
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4. Within two (2) years of the approval of the Development Permit, the commencement of
construction shall have occurred or the permit/approval shall become null and void. In
addition, if at any time after the commencement of construction, work is discontinued for a
period of one (1) year, then the permit/approval shall become null and void. However,
approval of the Development Permit does not authorize the commencement of construction.
All necessary permits must be obtained prior to the commencement of specified construction
activities included in the Conditions of Approval.
EXPIRATION DATE: November 4, 2022
5. The review authority may grant a time extension, for good cause, not to exceed twelve (12)
months. The applicant must file an application, the processing fees, and all required submittal
items thirty (30) days prior to the expiration date. The review authority shall ensure that the
project complies with all Development Code provisions in effect at the time of the requested
extension.
6. In the event this approval is legally challenged, the City will promptly notify the applicant of
any claim, action, or proceeding and will fully cooperate in the defense of this matter. Once
notified, the applicant agrees to defend, indemnify, and hold harmless the City of San
Bernardino (“City”), any departments, agencies, divisions, boards, and/or commissions of the
City, and any predecessors, successors, assigns, agents, directors, elected officials, officers,
employees, representatives, and attorneys of the City from any claim, action, or proceeding
against any of the foregoing persons or entities. The applicant further agrees to reimburse the
City for any costs or attorneys’ fees, which the City may be required by a court to pay as a
result of such action, but such participation shall not relieve applicant of his or her obligation
under this condition. The costs, salaries, and expenses of the City Attorney and employees of
his office shall be considered “attorneys’ fees” for purposes of this condition. As part of the
consideration for issuing this Conditional Use Permit, this condition shall remain in effect if
the Conditional Use Permit is rescinded or revoked, whether or not at the request of
applicant.
Planning Division
7. Construction-related activities may not occur between the hours of 8:00 pm and 7:00 am. No
construction vehicles, equipment, or employees may be delivered to, or arrive at, the
construction site before 7:00 am or leave the site after 8:00 pm. Constructi on activities shall
only occur Monday through Friday.
8. If the colors of the buildings or other exterior finish materials are to be modified beyond the
current proposal and improvement requirements, the revised color scheme and/or finish
materials shall be reviewed and approved by the Planning Division prior to the
commencement of work.
9. The project landscape plans shall be in substantial compliance with the Conceptual
Landscape Plan and prepared in accordance with the Development Code, Section 19.28.120
(Water Efficient Landscaping Standards).
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10. Minor modifications to the plans shall be subject to approval by the Director through the
Minor Modification Permit process. Any modification that exceeds 10% of the allowable
measurable design/site considerations shall require the re-filing of the original application.
11. The project shall comply with all applicable requirements of the Building and Safety
Division, Police Department, Municipal Water Department, Public Works Department, and
the City Clerk’s Office/Business Registration Division.
12. This approval shall comply with the requirements of other outside agencies (i.e., San
Bernardino County Health Department, Division of Environmental Health Services, San
Bernardino County Consolidated Fire District, and California Board of Equalization), as
applicable.
13. The Homeowner’s Association shall be responsible for regular maintenance of the project
site. The site shall be maintained in a clean condition and free of litter or any other
undesirable material(s). Vandalism, graffiti, trash, and other debris shall be removed and
cleaned up within twenty-four (24) hours of being reported.
14. Signs are not approved as part of this permit. Prior to establishing any new signs, or to
replacing existing signs, the applicant shall submit an application and receive approval for a
Sign Permit from the Planning Division. Banners, flags, pennants, and similar signs are
prohibited unless a Temporary Sign Permit is obtained.
15. All exterior lighting shall be contained within property lines and be energy efficient, with the
option to lower or reduce usage when the facility is closed.
16. Submittal requirements for permit applications (site improvements, landscaping, etc.) to
Building Plan Check and/or Land Development must include all Conditions of Approval
issued with this approval, printed on the plan sheets.
17. All Conditions of Approval and Standard Requirements shall be implemented and/or
completed prior to final inspection and/or issuance of a final Certificate of Occupancy.
Building and Safety Division
18. All plans submitted shall conform to the California Building Code (2019). Please note that
this will include the California Green Building Standards Code.
19. Project shall conform to Chapter 3 of the California Building Code (2019).
20. Project shall also conform to the requirements of Chapter 4 of the California Building Code
(2019), Special Details Requirements Based on Use of Occupancy.
21. Provide sprinkler requirements for the occupant load according to California Building Code
(2019).
22. Provide all disabled access requirements and complete details on plans prior to plan review
submittal and conform to Chapter 11A of the California Building Code (2019).
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23. There shall be a formal plan submittal prior to all issuance of permits.
24. Refer to Chapter 7 of the California Building Code (2019) for Fire/Smoke Protection
Requirements.
Public Works Department
25. Drainage and Flood Control
a) All necessary drainage and flood control measures shall be subject to
requirements of the Building Official, which may be based in part on the
recommendations of the San Bernardino County Flood Control Department. The
developer's Engineer shall furnish all necessary data relating to drainage and flood
control.
b) A local drainage study will be required for the project. Any drainage
improvements, structures or storm drains needed to mitigate downstream impacts
or protect the development shall be designed and constructed at the developer's
expense, and right-of-way dedicated as necessary. The drainage study shall
include capacity calculations for the proposed outlet of flows westerly in W.
Laurelwood Drive. The proposed overflow and ponding at the entrance of the
tract at W. Laurelwood and S. Ferree Street shall be reviewed and approved by
the City Engineer prior to grading permit issuance. Normal WQMP outlet flows
are required to use a parkway culvert. The localized sump and overflow drainage
system proposed within the Tract for Q100 flows needs to clearly show ponding
depths with catch basins blocked.
c) The detention basin shall be designed in accordance with “Detention Basin
Design Criteria for San Bernardino County.” Retention basins are not acceptable.
d) All drainage from the development shall be directed to an approved public
drainage facility. If not feasible, proper drainage facilit ies and easements shall be
provided to the satisfaction of the City Engineer.
e) If site drainage is to be outlet into the public street, the drainage shall be conveyed
through a parkway culvert constructed in accordance with City Standard No. 400.
Conveyance of site drainage over the Driveway approaches will not be permitted.
f) A preliminary WQMP and Hydrology study has been submitted for review.
Additional information will be required for review and approval prior to issuance
of a grading permit.
g) A Final Full-Categorical Water Quality Management Plan (WQMP) is required
for this project. The applicant is directed to the County of San Bernardino’s Flood
Control web page for the template and Technical Guidance Document. The Land
Development Division, prior to issuance of any permit, shall approve the WQMP.
A CD copy of the approved WQMP and Hydrology Study shall be required prior
to grading permit issuance.
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h) A Storm Water Pollution Prevention Plan (SWPPP) will be required. The
applicant is directed to State Water Resources Control Board (SWRCB) SMART
Login system. The SWPPP shall be approved by the State and a CD copy of the
approved SWPPP shall be submitted to City prior to grading permit issuance.
i) A "Notice of Intent (NOI)" shall be filed with the State Water Resources Control
Board for construction disturbing 1 acre or more of land (including the project
area, construction yards, storage areas, etc.). A WDID number issued by the State
of California is required prior to the issuance of grading permit.
j) The Land Development Division, prior to grading plan approval, shall approve an
Erosion Control Plan. The plan shall be designed to control erosion due to water
and wind, including blowing dust, during all phases of construction, including
graded areas which are not proposed to be immediately built upon.
26. Grading and Landscaping
a) The grading and on-site improvement plan shall be signed by a Registered Civil
Engineer and a grading permit will be required. The grading plan shall be
prepared in strict accordance with the City's "Grading Policies and Procedures"
and the City's "Standard Drawings", unless otherwise approved by the Building
Official.
b) If more than 5 trees are to be removed from the site, a tree removal permit
conforming to the requirements of Section 19.28.100 of the Development Code
shall be obtained from the Department of Community Development - Planning
Division prior to issuance of any grading or site development permits.
c) If more than 5,000 cubic yards of earthwork is proposed, the grading shall be
supervised in accordance with Section 3317.2 of the California Building Code.
d) The applicant may be required to post a grading bond prior to issuance of a
grading permit. The amount of the bond is to be determined by the Land
Development Division.
e) Rough grading can commence with approved plans and a grading bond posted
prior to the final map recordation.
f) Prior to occupancy of any building, the developer shall post a bond to guarantee
the maintenance and survival of project landscaping for a period of one year.
g) The applicant must post a performance bond prior to issuance of the off-site
permit. The amount of the bond is to be determined by Public Works Department.
h) If the grading plan indicates export or import, the source of the import material or
the site for the deposition of the export shall be noted on the grading plan. Permit
numbers shall be noted if the source or destination is in the City of San
Bernardino.
i) If more than 50 cubic yards of earth is to be hauled on City Streets then a special
hauling permit shall be obtained from the City Engineer. Additional conditions,
such as truck route approval, traffic controls, bonding, covering of loads, street
cleaning, etc. may be required by the City Engineer.
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j) Retaining walls, block walls and all on-site fencing shall be designed and detailed
on the on-site improvement Plan. This work shall be part of the on-site
improvement permit issued by the Building Official. All masonry walls shall be
constructed of decorative block with architectural features acceptable to the
Planning Manager.
k) One 4' x 11' PCC pad at least 4" thick shall be provided in the rear or side yard
area of each lot for storage of recycling containers. The pad shall be screened
from public view and a 3' wide concrete walkway shall be provided from the
driveway to the pad. All gates along the access way shall have a minimum clear
width of 3'-6".
l) No construction on a site shall begin before a temporary/security fence is in place
and approved by the Building Official or his designee. Temporary/security
fencing may not be removed until approved by the Building Official or his
designee. The owner or owner’s agent shall immediately remove the
temporary/security fencing upon the approval of the Building Official or his
designee. Sites that contain multiple buildings shall maintain the
temporary/security fencing around the portion of the site and buildings under
construction as determined by the Building Official or his designee. All
temporary/security fencing for construction sites shall include screening,
emergency identification and safety identification and shall be kept in neat and
undamaged condition.
m) The on-site improvement plan shall include details of on-site lighting, including
light location, type of poles and fixtures, foundation design with structural
calculations, conduit location, material and size, and Photometric plot shall be
provided which show that the proposed on-site lighting design will provide:
1 foot-candle of illumination uniformly distributed over the surface of the
parking lot during hours of operation (dusk to 10:00 p.m.).
n) The design of on-site improvements shall also comply with all requirements of
The California Building Code, Title 24, relating to accessible parking and
accessibility, including retrofitting of existing building access points for
accessibility, if applicable.
o) The public right-of-way, between the property line and top of curb (also known as
“parkway”) along adjoining streets shall be landscaped by the developer and
maintained in perpetuity by the Homeowner’s Association. Details of the
parkway landscaping shall be included in the project’s on-site landscape plan.
p) All electrical transformers located outdoors on the site, shall be screened from
view with a solid wall or landscaping and shall not be located in any
setback/right-of-way area. If the transformer cannot be screened, it shall be
located in an underground vault unless approved by the City Engineer pursuant to
Section 19.30.110.
q) The project Landscape Plan shall be reviewed and approved by the Land
Development Division prior to issuance of a grading permit. Submit 3 copies to
the Land Development Division for Checking.
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27. Utilities
a) Design and construct all public utilities to serve the site in accordance with City
Code, City Standards and requirements of the serving utility, including gas,
electric, telephone, water, sewer and cable TV (Cable TV optional for
commercial, industrial, or institutional uses).
b) The project site shall be provided with separate water and sewer facilities so the
City or the agency providing such services in the area can serve it.
c) Backflow preventers shall be installed for any building with the finished floor
elevation below the rim elevation of the nearest upstream manhole.
d) This project is located in the sewer service area maintained by the City of San
Bernardino Municipal Water Department. Therefore, any necessary sewer main
extension shall be designed and constructed in accordance to the requirements of
SBMWD.
e) On-site utility services shall be placed underground and easements provided as
required.
f) Existing On-site Utilities which interfere with new construction shall be relocated
at the Developer's expense as directed by the City Engineer.
g) The applicant may be required to post a performance bond prior to issuance of the
off-site permit. The amount of the bond is to be determined by Public Works
Department.
28. Mapping
a) A Final Tract Map based upon field survey will be required.
b) The applicant‘s surveyor/engineer shall submit a Final/Tract Map with supporting
documents for review and approval to Land Development. The Final/Parcel map
shall be recorded prior to building permit issuance.
29. Required Engineering Plans
a) A complete submittal for plan checking shall consist of:
street improvement plans (may include street lights or street lighting may be
separate plan),
sewer plans (Private sewers may be shown on on-site improvement plan;
public sewers must be on a separate plan to San Bernardino Municipal Water
Department),
storm drain plans (Private storm drains may be shown on on-site improvement
plans; public storm drains must be on a separate plan with profile),
traffic signal plans,
signing and striping plan (may be on sheets included in street improvement
plan),
lighting (on-site lighting may be included in on-site improvement plan or may
be on a separate stand-alone plan),
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grading (may be incorporated with on-site improvement plan and the
demolition plan),
on-site improvement plans and on-site landscaping and irrigation,
water plans (shall be submitted to San Bernardino Municipal Water
Department),
other plans as required. Piecemeal submittal of various types of plans for the
same project will not be allowed.
All required supporting calculations, studies and reports must be included in
the initial submittal (including but not limited to drainage studies, soils
reports, structural calculations)
b) All off-site improvement plans submitted for plan check shall be prepared on the
City’s standard 24” x 36” sheets. A signature block satisfactory to the City
Engineer or his designee shall be provided.
c) After completion of plan checking, final mylar drawings, stamped and signed by
the Registered Civil Engineer in charge, shall be submitted to the City Engineer
and/or Building Official for approval.
d) Copies of the City’s design policies and procedures and standard drawings are
available at the Public Works Counter for the cost of reproduction. They are also
available at no charge at the Public Works Web Site at http://www.sbcity.org
30. Required Engineering Permits
a) Grading permit.
b) On-site improvements construction permit (except buildings - see Development
Services-Building Division), including landscaping.
c) Off-site improvement construction permit.
31. Street Improvement and Dedications
a) For the streets listed below, dedication of adequate street right-of-way (R.W.) per
the General Plan and Municipal Code shall provide the distance from street
centerline to property line and placement of the curb line (C.L.) in relation to the
street centerline shall be as follows:
Street Name Right of Way (Feet)
From Centerline
Curb Line(Feet)
From Centerline
Ferree Street
(281-161-48)
30’ Existing
No Dedication
“Local - Continuous”
0’ to15’ Existing and edge
of pavement
20’ Proposed
Per General Plan
b) Ferree Street: * - **
i) The street shall be rehabilitated to meet the requirements detailed in a soils
report based on the “R” value of the subgrade and the traffic Index. The
City’s has a minimum standard for new streets (4” AC over 8” Base);
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However the Soils Report may indicate a thicker or different
improvement.
ii) The corner shall be a 35’ Radius including a compliant ADA ramp with
By-Pass and Truncated Domes.
iii) Construct “Cul-De-Sac” Per City Standard No. 101, at the southerly
portion of Ferree, as directed by the City Engineer, (half Cul-de-sac along
frontage, Asphalt shall be the minimum needed for a turn around).
iv) If a Radius type Driveway Approach is proposed in lieu of the standard
drive approach, than a truck turning curb radius shall be 35’. An accessible
bypass crossing the approach shall be provided to comply with current
ADA standard or Construct Commercial Driveway Approach per City
Standard No. 204, Type II, including an accessible by-pass around the top
of the drive approach.
v) Construct 8" Curb and Gutter per City Standard No. 200, type “B”.
vi) Construct AC Dike curb returns at 35’ Radius for the westerly side of
Ferree St. and Laurelwood Dr. and along the west side of Ferree St from
Laruelwood Dr to the southerly and northerly project limits, with
driveway openings (set at the proposed 20’ from centerline).
vii) When Construction a cross gutter, Construct 6’ wide Cross Gutter with
Apron per City Standard No 201.
viii) Construct 8" curb & gutter transition from existing to match new curb and
gutter for approach or departure traffic safety and drainage as approved by
the City Engineer.
ix) Construct Sidewalk per City Standard No. 202; Case "A" (6’ wide
adjacent to curb).
x) An ADA Ramp shall be constructed at corner in accordance with the
SPPWC (Standard Plans for Public Works Construction) or Caltrans
Standard plans A88A.
xi) Install LED Street Lights System adjacent to the site in accordance with
City Standard No’s. SL-1, SL-2, and SL-3. Also, a separate light plan
shall be submitted in accordance with the City of San Bernardino Street
Lighting Design Policies
xii) At least 28 feet of pavement shall be provided along streets adjacent to the
subdivision, unless otherwise approved by the City Engineer.
xiii) Two Independent means of access 26’ wide paved and dedicated shall be
provided to the project, or as approved by the San Bernardino
Consolidated Fire District. Additional width may be required for drainage
control and traffic safety.
xiv) When replacing or Constructing Commercial Driveway Approach use City
Standard No. 204, Type II, including an accessible by-pass around the top
of the drive approach.
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xv) Survey Monuments and ties shall be placed, replaced, tied out and
recorded at any corner or alignment changes that are adjacent to the
project area in accordance to California Land Surveyors Association –
Monument Preservation Guidelines, Copies of Recorded Monuments/Ties
shall be delivered to Public Works/Engineering.
xvi) No Parking will be allowed on Ferree Street, install signs per city
standards.
c) With Submittal of improvement plans including but not limited to grading plans,
Street improvement plans, storm drain and retention/detention basin plans, and
erosion/sediment control plans, The Applicant shall cause to be formed, or shall
be annexed into an existing, Community Facilities District(s) (CFD) for
landscaping, lighting, streets, drainage facilities, street sweeping, graffiti removal,
or other infrastructure as required by the City to the satisfaction of the City
Engineer. The Applicant shall initiate the maintenance and benefit assessment
district(s) formation, or annexation, by submitting a landowner petition and
consent form (provided by the City) and deposited necessary fees concurrent with
the application for street and grading plan review and approval; and said
maintenance and benefit assessment district(s) shall be established concurrent
with the approval of the final map in the case of the subdivision of land, or prior
issuance of any certificate of occupancy where there is no subdivision of land, and
as approved by the City Engineer.
d) If a drainage report is required by Land Development, A second copy of the
drainage report will be delivered to public works, if offsite or overflow storm
drain systems are identified, all systems shall be identified on the street
improvement plans, and public storm drain shall be on a separate set of plans.
e) A temporary construction encroachment permit from Public Works Department
shall be required for utility cuts into existing streets or any work within City’s
right-of-way. Pavement restoration or trench repair shall be in conformance with
City Standard No. 310. Public facilities shall be restored or constructed back to
Public Works Department satisfaction.
f) Any pavement works affecting the traffic loop detectors shall be coordinated and
subjected to Public Works Traffic Division requirements.
g) The applicant must post a performance bond prior to issuance of the off-site
permit. The amount of the bond is to be determined by Public Works Department.
h) The above conditions shall comply with current codes, policies, and standards at
time of construction.
i) Prior to Certificate of Occupancy or Completion of Project all As-builts shall be
submitted to Public Works.
j) The Street Improvements and Dedications hereinabove may be amended subject
to the approval of the City Engineer.
32. Required Engineering Plans
a) A complete submittal for plan checking shall consist of:
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street improvement plans (include engineering conditions and cross sections
in these plans),
if storm drain plans are required then public storm drains must be on a
separate plan with profile, private storm drains may be shown on on-site and
off-site improvement plans,
traffic signal plans must be submitted on a separate plan (if required by
conditions or traffic reports),
signing and striping plan (may be on sheets included in street improvement
plan, verification and approval prior to submission),
lighting for offsite plans (may be on sheets included in street improvement
plan, verification and approval prior to submission),
CFD Plans are required, they shall include Landscaping, Irrigation, Basins,
etc. that are included in the CFD that are not listed in the plans above.
other plans as required. Piecemeal submittal of various types of plans for the
same project will not be allowed.
All required supporting calculations, studies and reports must be included in
the initial submittal (including but not limited to drainage studies, soils
reports, structural calculations)
Each discipline shall have its own title sheet unless packaged as a set.
b) All off-site improvement plans submitted for plan check shall be prepared on the
City’s standard 24” x 36” sheets. A signature block (city standard block)
satisfactory to the City Engineer or his designee can be found on the City Web
Site http://www.sbcity.org. or http://www.ci.san-
bernardino.ca.us/cityhall/publicworks/engineering_division/engineering_develop
ment_resources/default.asp. Engineering conditions of the project shall be
inserted in the last pages of the plans.
c) After completion of plan checking, final mylar drawings with city standard block,
stamped and signed by the Registered Civil Engineer in charge, shall be submitted
to the City Engineer for approval.
d) Electronic files of all improvement plans/drawings shall be submitted to the City
Engineer. The files shall be compatible with AutoCAD 2015, and include a .dxf
file of the project. Files shall be on CD and shall be submitted at the same time
the final mylar drawings are submitted for approval.
e) Copies of the City’s design policies and procedures and standard drawings are
available at the Public Works Counter for the cost of reproduction. They are also
available at no charge at the Public Works Web Site at http://www.sbcity.org or
http://www.ci.san-
bernardino.ca.us/cityhall/publicworks/engineering_division/design_policy_and_pr
ocedure_documents.asp
33. Required Engineering Permits
a) Off-site improvement construction permits.
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b) Traffic Control and ROW Permits.
34. Applicable Engineering Fees
a) All plan check, permit, inspection, and impact fees are outlined on the Public
Works Fee Schedule. A deposit in the amount of 100% of the estimated
checking fee for each set of plans will be required at time of application for plan
check. The amount of the fee is subject to adjustment if the construction cost
estimate varies more than 10% from the estimate submitted with the application
for plan checking.
b) The current fee schedule is available at the Public Works Counter and at
http://www.sbcity.org or http://www.ci.san-
bernardino.ca.us/cityhall/publicworks/engineering_division/engineering_fee_sche
dule.asp.
35. Traffic Requirements
a) All Traffic mitigation measures shall be implemented according to the
recommendations of the City Traffic Engineer prior to Street Improvement plan
approval.
SECTION 6. Notice of Determination. The Planning Division of the Community and
Economic Development Department is hereby directed to file a Notice of Determination with the
County Clerk of the County of San Bernardino within five (5) working days of final project
approval certifying the City’s compliance with the California Environmental Quality Act in
approving the Project.
SECTION 7. Severability: If any section, subsection, subdivision, sentence, or clause or
phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid
or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or
effectiveness of the remaining portions of this Resolution or any part thereof. The Mayor and
City Council hereby declares that it would have adopted each section irrespective of the fact that
any one or more subsections, subdivisions, sentences, clauses, or phrases be declared
unconstitutional, invalid, or ineffective.
SECTION 8. Custodian of Record. The documents and materials associated with this
Resolution and that constitute the record of proceedings on which these findings are based are
located at 290 North D Street, San Bernardino, CA 92401. The City Clerk is the custodian of the
record of proceedings.
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APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of _________, 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
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CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-266, adopted at a regular meeting held at the ___ day of _________, 2020
by the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ
IBARRA
FIGUEROA
SHORETT
NICKEL
RICHARD
MULVIHILL
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________,
2020.
Genoveva Rocha, CMC, City Clerk
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EXHIBIT A
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Packet Pg. 288 Attachment: Attachment No. 7 - Resolution No. 2020-266 Exhibit B (6957 : Warmington Homes Project (Ward 3))
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Packet Pg. 295 Attachment: Attachment No. 8 - Planning Commission Resolution No. 2020-043 (6957 : Warmington Homes Project (Ward 3))
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Packet Pg. 370 Attachment: Attachment No. 9 - Planning Commission Staff Report, dated September 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Initial Study/Mitigated Negative
Declaration
Ferree Street 96 Unit Planned Residential Development
Tentative Tract Map No. 20293
Lead Agency:
City of San Bernardino
201 North E Street, 3rd Floor
San Bernardino CA 92501
Oliver Mujica, Planning Division Manager
909-384-7272, ext. 3332
Mujica_ol@sbcity.org
Consultant:
Romo Planning Group, Inc.
9431 Haven Avenue, Ste. 232
Rancho Cucamonga, CA 91730
July 22, 2020
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Packet Pg. 371 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293
Initial Study/Mitigated Negative Declaration
July 22, 2020
i
TABLE OF CONTENTS
1.0 INTRODUCTION ............................................................................................................................................. 1
1.1 Purpose of the Initial Study ............................................................................................................................ 1
1.2 Purpose of a Mitigated Negative Declaration ......................................................................................... 1
1.3 Initial Study /Mitigated Negative Declaration Document .................................................................. 1
1.4 Public Review and Processing of the Document .................................................................................... 1
2.0 PROJECT BACKGROUND ............................................................................................................................. 3
2.1 Project Location ................................................................................................................................................... 3
2.2 Project Description ............................................................................................................................................. 3
2.3 Existing Site Conditions/Environmental Setting .................................................................................. 4
2.4 Existing General Plan/Zoning Designations ............................................................................................ 5
3.0 INITIAL STUDY CHECKLIST ...................................................................................................................... 8
3.1 AESTHETICS ..................................................................................................................................................... 11
3.2 AGRICULTURE AND FORESTRY RESOURCES .................................................................................... 14
3.3 AIR QUALITY .................................................................................................................................................... 17
3.4 BIOLOGICAL RESOURCES ............................................................................................................................ 27
3.5 CULTURAL RESOURCES .............................................................................................................................. 31
3.6 ENERGY .............................................................................................................................................................. 34
3.7 GEOLOGY AND SOILS ................................................................................................................................... 36
3.8 GREENHOUSE GAS EMISSIONS ................................................................................................................ 43
3.9 HAZARDS AND HAZARDOUS MATERIALS .......................................................................................... 46
3.10 HYDROLOGY AND WATER QUALITY .................................................................................................... 51
3.11 LAND USE AND PLANNING ....................................................................................................................... 59
3.12 MINERAL RESOURCES ................................................................................................................................ 61
3.13 NOISE .................................................................................................................................................................. 62
3.14 POPULATION AND HOUSING ................................................................................................................... 67
3.15 PUBLIC SERVICES........................................................................................................................................... 69
3.16 RECREATION ................................................................................................................................................... 72
3.17 TRANSPORTATION ........................................................................................................................................ 73
3.18 TRIBAL CULTURAL RESOURCES ............................................................................................................. 76
3.19 UTILITIES AND SERVICE SYSTEMS ....................................................................................................... 79
3.20 WILDFIRE ......................................................................................................................................................... 84
3.21 MANDATORY FINDINGS OF SIGNIFICANCE ...................................................................................... 85
4.0 REFERENCES ............................................................................................................................................... 87
A. Air Quality and Greenhouse Gas CalEEMod Model Outputs, RPG Inc, June 6, 2020.
B. Preliminary Geotechnical Investigation and BMP Infiltration Testing, Leighton & Associates, Inc.,
April 1, 2019
C. Preliminary Drainage & Hydrology Study, X Engineering & Consulting, July 2019.
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Packet Pg. 372 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293
Initial Study/Mitigated Negative Declaration
July 22, 2020
ii
D. Preliminary Water Quality Management Plan, X Engineering & Consulting, July 2019.
E. Traffic Impact Analysis, TJW Engineering, Inc., July 13, 2020.
LIST OF EXHIBITS
Exhibit 1: Project Location Map/Aerial Photo............................................................................................................. 7
Exhibit 2: Site Plan .................................................................................................................................................................. 8
LIST OF TABLES
Table 1: Existing and Surrounding Land Uses ........................................................................................................... 5
Table 2: Existing and Surrounding General Plan and Zoning Designations/Classifications .................. 5
Table 3: Attainment Status of Criteria Pollutants in the South Coast Air Basin ........................................ 18
Table 4: South Coast Air Quality Management District Air Quality Significance Thresholds .............. 20
Table 5: Construction Equipment List ......................................................................................................................... 21
Table 6: Maximum Daily Peak Construction Emissions ....................................................................................... 22
Table 7: Operational Emissions ...................................................................................................................................... 22
Table 8: LST Analysis .......................................................................................................................................................... 28
Table 9: Estimated Annual Energy Consumption ................................................................................................... 35
Table 10: Total Project Greenhouse Gas Emissions .............................................................................................. 44
Table 11: Typical Construction Noise Levels ........................................................................................................... 63
Table 12: Typical Vibration Levels for Construction Equipment ..................................................................... 65
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Packet Pg. 373 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293
Initial Study/Mitigated Negative Declaration
July 22, 2020
i
APPLICATION SUMMARY
Project Description: 96 unit Planned Residential Development (PRD) on a
on a 9.6 acre site.
Project Location: East side of Ferree Street, west side of Richardson
Street, and north side of Interstate 10. The Project site is also identified by
the following Assessor Parcel Number: 281-161-48
FINDINGS AND CONCLUSIONS
The Project would result in no impacts or less than significant impacts to the environment under the
following issue areas:
•Aesthetics
•Air Quality
•Agriculture and Forestry Resources
•Biological Resources
•Greenhouse Gas Emission
•Hazards and Hazardous Materials
•Hydrology and Water Quality
•Land Use and Planning
•Mineral Resources
•Population and Housing
•Public Services
•Recreation
•Transportation
•Wildfire
The Project would result in potentially significant impacts to the following issue areas, but the
Project will incorporate mitigation measures that would avoid or mitigate effects to a point where
clearly no significant environmental impacts on the environment would occur:
•Cultural Resources
•Geology and Soils (Paleontological Resources)
•Noise
•Tribal Cultural Resources
•Utilities and Service Systems
Therefore, based on the findings of the Initial Study, the City of San Bernardino determined that a
Mitigated Negative Declaration is the appropriate CEQA determination for the Project pursuant to
CEQA Guidelines § 15070(b).
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Packet Pg. 374 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 1.0- INTRODUCTION
Initial Study/Mitigated Negative Declaration
July 22, 2020
1
1.0. INTRODUCTION
1.1 Purpose of an Initial Study
The California Environmental Quality Act (CEQA) requires that before a public agency makes a
decision to approve a project that could have one or more adverse effects on the physical
environment, the agency must inform itself about the project’s potential environmental impacts,
give the public an opportunity to comment on the environmental issues, and take feasible measures
to avoid or reduce potential harm to the physical environment.
The purpose of this Initial Study is to provide an analysis of a proposed action to determine
whether a Negative Declaration, Mitigated Negative Declaration, or an Environmental Impact
Report should be prepared for a project. An Initial Study also enables an applicant or the City of San
Bernardino to modify a project, mitigating adverse impacts in lieu of prep aring an Environmental
Impact Report, thereby potentially enabling the project to qualify for a Negative Declaration or a
Mitigated Negative Declaration.
1.2 Purpose of a Mitigated Negative Declaration
A Mitigated Negative Declaration is a written statement by the City of San Bernardino that the
Initial Study identified potentially significant environmental effects of the Project but the Project is
revised or mitigation measures are required to eliminate or mitigate impacts to less than significant
levels.
1.3 Initial Study/Mitigated Negative Declaration Document
This document in its entirety is an Initial Study/Mitigated Negative Declaration prepared in
accordance with the California Environmental Quality Act (CEQA), including all criteria, standards,
and procedures of CEQA (California Public Resource Code Section 21000 et seq.) and the CEQA
Guidelines (California Code of Regulations, Title 14, Division 6, Chapter 3, Section 15000 et seq.).
1.4 Public Review and Processing of the Initial Study/Mitigated Negative Declaration
This Initial Study/Mitigated Negative Declaration and a Notice of Intent to adopt the Mitigated
Negative Declaration was distributed to the following entities for a 20‐day public review period:
1) Organizations and individuals who have previously requested such notice in writing to the City
of San Bernardino;
2) Responsible and trustee agencies (public agencies that have a level of discretionary approval
over some component of the proposed Project); and
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Packet Pg. 375 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 1.0- INTRODUCTION
Initial Study/Mitigated Negative Declaration
July 22, 2020
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3) The San Bernardino County Clerk.
The Notice of Intent also was noticed to the general public in the San Bernardino Sun, which is a
primary newspaper of circulation in the areas affected by the Project.
The Notice of Intent identifies the location(s) where the Initial Study/Mitigated Negative
Declaration and its associated Mitigation Monitoring Reporting Program and technical reports are
available for public review. During the 20-day public review period, comments on the adequacy of
the Initial Study Checklist/Mitigated Negative Declaration document may be submit ted to the City
of San Bernardino Planning Department.
Following the 20‐day public review period, the City of San Bernardino Planning Division will
review any comment letters received during the public review period to determine whether any
substantive comments were provided that may warrant revisions or recirculation to the Initial
Study/Mitigated Negative Declaration document. Written and/or oral responses will be provided to
the decision making bodies for the Project (i.e. Planning Commission and City Council).
For this Project, the City of San Bernardino Planning Commission has the authority to recommend,
conditionally recommend, or not recommend the Project for approval to the City of San Bernardino
City Council. The City Council has exclusive authority to approve, conditionally approve, or deny the
Project. Accordingly, public hearings will be held before the City of San Bernardino Planning
Commission and City of San Bernardino City Council to consider the proposed Project and the
adequacy of this Initial Study/Mitigated Negative Declaration. At the conclusion of the public
hearing process, the City Council will take final action to approve, conditionally approve, or deny
the proposed Project. If approved, the City Council will adopt findings relative to the Project’s
environmental effects as disclosed in the Initial Study/Mitigated Negative Declaration and a Notice
of Determination will be filed with the San Bernardino County Clerk.
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Packet Pg. 376 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street Subdivision 20-03 2.0- PROJECT BACKGROUND
Initial Study/Mitigated Negative Declaration
July 22, 2020
3
2.0 PROJECT BACKGROUND
2.1 Project Location
The Project site is located on 9.6 acres on the east side of Ferree Street, the west side of Richardson
Street, and the north side of Interstate 10. The Project site is also identified by the following Assessor
Parcel Number: 0281-161-48
2.2 Project Description
The Project Applicant, Warmington Residential, submitted the following applications to the City
of San Bernardino, which comprise the proposed Project:
▪ General Plan Amendment 20-03 to change the General Plan Land Use Designation from
Commercial General (CG-1) to Residential Medium (RM).
▪ Development Code Amendment/Zoning Map Amendment 20-04 to change the Zoning
District Classification from CG-1 (Commercial General) to Residential Medium (RM).
▪ Development Permit Type-P 20-02 to allow the development of the Planned Residential
Development (PRD) consisting of 96 dwelling units.
▪ Subdivision 20-03 (Tentative Tract Map No. 20293) to allow the subdivision associated
with the PRD.
The Project site consists of 9.65 acres located on the north side of I-10, between Richardson Street
and Ferree Street (APN 0281-161-48). The proposed Project is a residential community consisting
of 96 detached single-family dwelling units on individual lots with associated infrastructure and
approximately 0.47 acres of open space. The Project proposes 2 story detached homes consisting
of three (3) floor plans, ranging in sizes from 1,827 SF to 2,500 SF.
The Project’s application materials are on file with the City of San Bernardino Planning Division,
201 North E Street, 3rd Floor San Bernardino CA 92501 and are hereby incorporated by reference.
Site Improvements
The primary site improvements are described as follows:
Street Improvements and Access
The primary access is proposed off Ferree Street via a 46-foot wide driveway. A secondary fire
access only is proposed via a 20-foot driveway that will connect to an existing service road which
runs parallel to Richardson Street on the east side of the Project site.
Currently Ferree Street terminates in a dead-end adjacent to Interstate 10. The Project is proposing
to construct a new cul-de-sac at the terminus of Ferree Street.
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Packet Pg. 377 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street Subdivision 20-03 2.0- PROJECT BACKGROUND
Initial Study/Mitigated Negative Declaration
July 22, 2020
4
Water and Wastewater Improvements
Water: The Project is proposing to connect to the existing 8-inch diameter water main located at
the intersection of Ferree Street and Laurelwood Drive on the west side of the Project site.
Sewer: The Project will connect to the existing 8-inch diameter sewer main at the intersection of
Ferree Street and Laurelwood Drive on the west side of the Project site.
Drainage Improvements
The eastern portion of the drainage system is proposed to drain easterly towards an underground
infiltration facility in the open space area. The 100-year storm runoff will then be infiltrated into
the ground. The western portion of the drainage system is proposed to drain westerly towards an
underground storage facility to be located in the open space area near the main entrance of the
subject site. Storm water will be detained in the underground storage facility for water quality
treatment and mitigation of the 100-year storm runoff. The excess storm water will be discharged
through a bubbler structure on Ferree Street which will cross the proposed cross gutter and surface
flow towards the existing catch basins on Laurelwood Drive.
Construction Duration
Construction duration is estimated to occur over a 10 month period.
Operational Characteristics
The Project would be operated as a residential community. As such, typical operational
characteristics include residents and visitors traveling to and from the site, delivery of merchandise
and supplies to the residents, and maintenance activities.
2.3 Existing Site Conditions/Environmental Setting
CEQA Guidelines §15125 establishes requirements for defining the environmental setting to which
the environmental effects of a proposed project must be compared. The environmental setting is
defined as “…the physical environmental conditions in the vicinity of the project, as they exist at the
time the Notice of Preparation is published, or if no Notice of Preparation is published, at the time
the environmental analysis is commenced…” (CEQA Guidelines §15125[a]). A Notice of Preparation
was not required at the time the Initial Study was commenced. Thus the environmental setting for
the Project is the approximate date that the Project’s Initial Study Checklist commenced in May,
2020.
The Project site consists of 9.6 acres of vacant undeveloped land that is rectangular in shape and
exhibits a gentle westerly descending topographic profile. The surface is mantled by a thick growth
of seasonal weeds. Total existing vertical relief is approximately 16 feet, ranging between elevation
(Elev.) 1,090 feet above mean sea level (amsl) on the east, to 1,074 feet on the west. The surface of
the Project site is underlain by young alluvial valley deposits (Qya) of late Quaternary age
(Pleistocene). The Qya deposits range from approximately 20 to 40 feet in thicknes s beneath the
site.
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Packet Pg. 378 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street Subdivision 20-03 2.0- PROJECT BACKGROUND
Initial Study/Mitigated Negative Declaration
July 22, 2020
5
The Project site is located adjacent to Ferree Street, which is a 2-lane paved roadway with no curb,
gutter, or sidewalk.
Existing and surrounding land uses are shown in Table 1. Existing and Proposed General
Plan/Zoning designations are shown in Table 2.
Table 1. Existing and Surrounding Land Uses
Location Existing Use
Site Vacant land
North Residential development
South Interstate 10 followed by commercial development further to the south in the
City of Loma Linda
East Richardson Street followed by residential development further to the east
West
Ferree Street followed by residential development further to the west
Source: Field Inspection, May 2020
2.4 Existing General Plan Land Use Designations and Zoning Classifications
Table 2. Existing and Surrounding General Plan and Zoning Designations/Classifications
Location General Plan Designation Zoning Classification
Site
Commercial General (CG) CG-1 (Commercial General)
North
Multi-Family Residential (MFR) RM (Residential Medium)
South I-10 I-10
East
Multi-Family Residential (MFR) RH (Residential High)
West
CG-1 (Commercial General) CG-1 (Commercial General)
Sources: City of San Bernardino -General Plan Land Use Map, City of San Bernardino Zoning Map
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Packet Pg. 379 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street Subdivision 20-03 2.0- PROJECT BACKGROUND
Initial Study/Mitigated Negative Declaration
July 22, 2020
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Exhibit 1: Project Location Map/Aerial Photo
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Packet Pg. 380 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street Subdivision 20-03 2.0- PROJECT BACKGROUND
Initial Study/Mitigated Negative Declaration
July 22, 2020
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Exhibit 2: Illustrative Site Plan
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Packet Pg. 381 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.0- INITIAL STUDY CHECKLIST
Initial Study/Mitigated Negative Declaration
July 22, 2020
8
3.0 INITIAL STUDY CHECKLIST
Evaluation Format
This Initial Study Checklist has been prepared in compliance with the California Environmental
Quality Act (CEQA) Guidelines. The Project is evaluated based on its potential effect on twenty-one
(21) environmental factors categorized as follows, as well as Mandatory Findings of Significance:
1. Aesthetics 11. Land Use & Planning
2. Agriculture & Forestry Resources 12. Mineral Resources
3. Air Quality 13. Noise
4. Biological Resources 14. Population & Housing
5. Cultural Resources 15. Public Services
6. Energy 16. Recreation
7. Geology & Soils 17. Transportation
8. Greenhouse Gas Emissions 18. Tribal Cultural Resources
9. Hazards & Hazardous Materials 19. Utilities and Service Systems
10. Hydrology & Water Quality 20. Wildfire
21. Mandatory Findings of Significance
Each factor is analyzed by responding to a series of questions pertaining to the impact of the Project
on the particular factor in the form of a checklist. This Initial Study provides a manner to analyze
the impacts of the Project on each factor in order to determine the severity of the impact and
determine if mitigation measures can be implemented to reduce the impact to less than significant
without having to prepare an Environmental Impact Report.
CEQA also requires Lead Agencies to evaluate potential environmental effects based to the fullest
extent possible on scientific and factual data (CEQA Guidelines §15064[b]). A determination of
whether or not a particular environmental impact will be significant must be based on substantial
evidence, which includes facts, reasonable assumptions predicated upon facts, and expert opinion
supported by facts (CEQA Guidelines §15064f[5]).
The effects of the Project are then placed in the following four categories, which are each followed
by a summary to substantiate why the Project does not impact the particular factor with or without
mitigation. If “Potentially Significant Impacts” that cannot be mitigated are determined, then the
Project does not qualify for a Mitigated Negative Declaration and an Environmental Impact Report
must be prepared:
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Packet Pg. 382 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.0- INITIAL STUDY CHECKLIST
Initial Study/Mitigated Negative Declaration
July 22, 2020
9
Potentially
Significant Impact
Less Than Significant Impact
with Mitigation Incorporated
Less Than
Significant Impact
No Impact
Potentially significant
impact(s) have been
identified or anticipated
that cannot be mitigated
to a level of
insignificance. An
Environmental Impact
Report must therefore be
prepared.
Potentially significant impact(s)
have been identified or
anticipated, but mitigation is
possible to reduce impact(s) to a
less than significant category.
Mitigation measures must then
be identified.
No “significant”
impact(s) identified
or anticipated.
Therefore, no
mitigation is
necessary.
No impact(s)
identified or
anticipated.
Therefore, no
mitigation is
necessary.
Environmental Factors Requiting Mitigation
The environmental factors marked with an “X” below would be affected by this Project and thus
require mitigation to reduce impacts to “less than significant” as indicated by the checklist on
the following pages.
Aesthetics
Agriculture and Forestry
Resources Air Quality
Biological Resources Cultural Resources Energy
Geology and Soils Greenhouse Gas Emissions Hazards and Hazardous
Materials
Hydrology and Water
Quality
Land Use and Planning Mineral Resources
Noise Population and Housing Public Services
Recreation Transportation Tribal Cultural Resources
Utilities and Service
Systems
Wildfire
Mandatory Findings of
Significance
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Packet Pg. 383 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.0- INITIAL STUDY CHECKLIST
Initial Study/Mitigated Negative Declaration
July 22, 2020
10
Determination
On the basis of this initial evaluation:
I find that the proposed use COULD NOT have a significant effect on the
environment, and a NEGATIVE DECLARATION will be recommended for
adoption.
I find that although the proposal could have a significant effect on the
environment, there will not be a significant effect in this case because
revisions in the Project have been made by or agreed to by the Project
Applicant. A MITIGATED NEGATIVE DECLARATION will be recommended
for adoption.
I find that the proposal MAY have a significant effect on the environment, and
an ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposal MAY have a significant effect(s) on the environment,
but at least one effect 1) has been adequately analyzed in an earlier
document pursuant to applicable legal standards, and 2) has been addressed
by mitigation measures based on the earlier analysis as described on
attached sheets, if the effect is a “potentially significant impact” or
“potentially significant unless mitigated.” An ENVIRONMENTAL IMPACT
REPORT is required, but it must analyze only the effects that remain to be
addressed.
I find that although the proposed Project could have a significant effect on
tyhe environment, because all potgentially significnat effect (a) have been
analyzed adequately in an earlier EIR or NEGATIVE DECLARATION, pursuant
to all applicable standards, and (b) have been avoided or mitigated pursuant
to that earlier EIR or NEGATIVE DECLARATION, including revisions or
mitigation measures are are imposed upon the proposed Project, nothing
further is required.
City of San Bernardino
Signature Lead Agency
Oliver Mujica, Planning Division Manager July 22, 2020
Printed Name/Title Date
X
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Packet Pg. 384 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.1- AESTHETICS
Initial Study/Mitigated Negative Declaration
July 22, 2020
11
3.1 AESTHETICS
Would the Project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Have a substantial adverse effect on a scenic
vista? ▪
b. Substantially damage scenic resources,
including, but not limited to, trees, rock
outcroppings, and historic buildings within a
state scenic highway?
▪
c. In non-urbanized areas, substantially
degrade the existing visual character or
quality of public views of the site and its
surroundings? (Public views are those that
are experienced from publicly accessible
vantage point). If the project is in an
urbanized area, would the project conflict
with applicable zoning and other regulations
governing scenic quality?
▪
d. Create a new source of substantial light or
glare, which would adversely affect day or
nighttime views in the area?
▪
3.1 (a) Have a substantial adverse effect on a scenic vista?
Determination: Less Than Significant Impact.
Sources: General Plan, Google Earth, Project Application Materials
1`
Impact Analysis
The Project site consists of vacant undeveloped land that is surrounded by development. To the
north is residential development, to the south is Interstate 10 followed by commercial development
further to the south in the City of Loma Linda, to the east is Richardson Street followed by
residential development further to the east, and to west is Ferree Street followed by residential
development further to the west.
Under CEQA, a scenic vista is defined as a viewpoint that provides expansive views of a highly
valued landscape for the benefit of the general public. The City of San Bernardino General Plan
identifies scenic vistas as Kendall Hills, San Bernardino Mountains, the hillsides adjacent to
Arrowhead Springs, Lytle Creek Wash, East Twin Creeks Wash, Santa Ana River, Badger Canyon,
Bailey Canyon, and Waterman Canyon. (Ref. GP p. 12-22). The Project site is not located within a
location that would block or completely obstruct views from surrounding public vantage points to
the above described scenic vistas visible in the horizon under existing conditions. As such, impacts
to scenic vista are less than significant.
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3.1 (b) Substantially damage scenic resources, including, but not limited to, trees, rock
outcroppings, and historic buildings within a state scenic highway?
Determination: No Impact.
Sources: California Department of Transportation -Scenic Highway Program Eligible and Officially Designated Routes.
Impact Analysis
California's Scenic Highway Program was created by the Legislature in 1963. Its purpose is to
protect and enhance the natural scenic beauty of California highways and adjacent corridors,
through special conservation treatment. The state laws governing the Scenic Highway Program are
found in the Streets and Highways Code, Sections 260 through 263.
According to the California Department of Transportation, two roadways within the City have been
nominated as eligible Scenic Highway status; however, they are not officially designated. The
portions of State Route (SR) 30, south of SR 330, and SR 330 that pass through the City are
designated as Eligible State Scenic Highways – Not Officially Designated. The Project site is not
located within or adjacent to SR-30 or SR-330. As such, there is no impact.
3.1 (c) In non-urbanized areas, substantially degrade the existing visual character or
quality of public views of the site and its surroundings? (Public views are those that
are experienced from publicly accessible vantage point). If the project is in an
urbanized area, would the project conflict with applicable zoning and other
regulations governing scenic quality?
Determination: Less Than Significant Impact.
Sources: Project Application Materials, General Plan, Municipal Code...
Impact Analysis
The Project site consists of vacant undeveloped land that is surrounded by development. To the
north is residential development, to the south is Interstate 10 followed by commercial development
further to the south in the City of Loma Linda, to the east is Richardson Street followed by
residential development further to the east, and to west is Ferree Street followed by residential
development further to the west.
According to the Census 2010 Urbanized Area Outline Maps, the Project site is located in the
Riverside-San Bernardino, CA Urbanized Area. As such, the Project is subject to applicable General
Plan and zoning regulations governing scenic quality.
It should be noted that currently the Project site has a General Plan Land Use Designation of
Commercial General (CG) and if developed as a commercial development it would be subject to the
provisions of Section 19.14.020 of the Municipal Code which states “The FC (Freeway Corridor
Overlay) zone shall be in effect in all non-residential zones for a distance of 500 feet from the edge of
the freeway right-of-way. Any parcel wholly or partially within this area is subject to these
requirements.” However, because the Project is a residential development that is required to change
the zoning to RM (Residential Medium), the provisions of the Freeway Overlay Zone would not
apply upon approval of the zone change.
The Project is subject to the goals and policies of the Community Design Element of the General
Plan to ensure that the Project meets policies relating to site design and architectural quality. In
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addition, the Project is subject to Municipal Code Section 19.04.030 Development Standards, 2.
Residential Zones Specific Standards, Section 19.04.030.N Planned Residential Development/Small
Lot Subdivisions, and Section G. 19.04.050 Residential Development Design Guidelines.
Through the Planned Residential Development (PRD) review process, the Project has been
determined to be in compliance with the General Plan and Municipal Code requirements pertaining
to scenic quality. As such, impacts are less than significant.
3.1 (d) Create a new source of substantial light or glare which would adversely affect day
or nighttime views in the area?
Determination: Less Than Significant Impact.
Sources: Project Application Materials.
Impact Analysis
The Project would increase the amount of light in the area above what is being generated by the
vacant site by directly adding new sources of illumination including security and decorative
lighting.
Lighting
All outdoor lighting is required to installed in compliance with California Green Building Standard
Code Section 5.106 or with a local ordinance lawfully enacted pursuant to California Green Building
Standard Code Section 101.7, whichever is more stringent.
Outdoor lighting is regulated under Chapter 19.20 [Property Development Standards, Section
19.20.14: Lighting] of the Municipal Code. The pertinent requirements are stated below:
“Exterior lighting shall be energy-efficient and shielded or recessed so that direct glare and reflections
are contained within the boundaries of the parcel, and shall be directed downward and away from
adjoining properties and public rights-of-way. No lighting shall blink, flash, or be of unusually high
intensity or brightness. All lighting fixtures shall be appropriate in scale, intensity, and height to the
use it is serving. Security lighting shall be provided at all entrances/exits.”
Mandatory compliance with either the California Green Building Standard Code or City of San
Bernardino Municipal Code will ensure that impacts relating to light and glare are less than
significant.
Glare
Glare is related to light trespass and is defined as visual discomfort resulting from high contrast in
brightness levels. Glare-related impacts can adversely affect day or nighttime views. As with
lighting trespass, glare is of most concern if it would adversely affect sensitive land uses or driver’s
vision. Because the exterior façades of the residential dwelling units would consist of non-reflective
materials, no glare-related impacts are anticipated.
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Packet Pg. 387 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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3.2 AGRICULTURE AND FORESTRY RESOURCES
In determining whether impacts to agricultural
resources are significant environmental effects,
lead agencies may refer to the California
Agricultural Land Evaluation and Site Assessment
Model (1997) prepared by the California
Department of Conservation as an optional model
to use in assessing impacts on agriculture and
farmland. In determining whether impacts to
forest resources, including timberland, are
significant environmental effects, lead agencies
may refer to information compiled by the
California Department of Forestry and Fire
Protection regarding the state’s inventory of forest
land, including the Forest and Range Assessment
Project and the Forest Legacy Assessment Project;
and forest carbon measurement methodology
provided in Forest Protocols adopted by the
California Air Resources Board. Would the
Project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Convert Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance (Farmland),
as shown on the maps prepared pursuant to the
Farmland Mapping and Monitoring Program of
the California Resources Agency, to non-
agricultural use?
▪
b. Conflict with existing zoning for agricultural use,
or a Williamson Act contract? ▪
c. Conflict with existing zoning for, or cause
rezoning of, forest land (as defined in Public
Resources Code section 12220(g)), timberland
(as defined by Public Resources Code section
4526), or timberland zoned Timberland
Production (as defined by Government Code
section 51104(g))?
▪
d. Result in the loss of forest land or conversion of
forest land to non-forest use? ▪
e. Involve other changes in the existing
environment which, due to their location or
nature, could result in conversion of Farmland,
to non-agricultural use or conversion of forest
land to non-forest use?
▪
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Packet Pg. 388 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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3.2 (a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance
(Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and
Monitoring Program of the California Resources Agency, to non-agricultural use? .
Determination: No Impact
Sources: California Department of Conservation “Farmland Mapping and Monitoring Program.
Impact Analysis
The Project site does not contain any lands designated as Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance as mapped by the State Department of Conservation Farmland
Mapping and Monitoring Program. The Project site is classified as “Urban Built-Up Land” by the
State Department of Conservation Farmland Mapping and Monitoring Program. As such, the Project
has no potential to convert such lands to a non‐agricultural use and no impact would occur.
3.2 (b) Conflict with existing zoning for agricultural use, or a Williamson Act contract?
Determination: No Impact.
Sources: General Plan Land Use Map, Zoning Map.
Impact Analysis
Agricultural Zoning
The Project site is currently zoned C-G1 (General Commercial) which allows a variety of
commercial uses. The proposed zoning is RM (Residential Medium) which allows residential
development at a density of up to 14du/ac. Neither zone is considered an agricultural zone. As such,
the Project would not conflict with zoning for agricultural use.
Williamson Act
Pursuant to the California Land Conservation Act of 1965, a Williamson Act Contract enables
private landowners to voluntarily enter into contracts with local governments for the purpose of
restricting specific parcels of land to agricultural or related open space use. In return, landowners
receive lower property tax assessments. According to the California Department of Conservation
Division of Land Resource Protection, the project site is not subject to a Williamson Act Contract. As
a result, no impacts on existing Williamson Act Contracts will result from the proposed project’s
implementation.
3.2 (c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in
Public Resources Code section 12220(g)), timberland (as defined by Public
Resources Code section 4526), or timberland zoned Timb erland Production (as
defined by Government Code section 51104(g)?
Determination: No Impact.
Sources: General Plan Land Use Map, Zoning Map.
Impact Analysis
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The Project site is currently zoned C-G1 (General Commercial) which allows a variety of
commercial uses. The proposed zoning is RM (Residential Medium) which allows residential
development at a density of up to 14du/ac. The Project site does not contain any forest lands,
timberland, or timberland zoned as Timberland Production, nor are any forest lands or timberlands
located on or nearby the Project site. Because no lands on the Project site are zoned for forestland
or timberland, the Project has no potential to impact such zoning. Therefore, no impact would
occur.
3.2 (d) Result in the loss of forest land or conversion of forest land to non-forest use?
Determination: No Impact.
Source: Field Survey.
Impact Analysis
The Project site and surrounding properties do not contain forest lands, are not zoned for forest
lands, nor are they identified as containing forest resources by the General Plan. Because forest
land is not present on the Project site or in the immediate vicinity of the Project site, the Project has
no potential to result in the loss of forest land or the conversion of forest land to non-forest use.
Therefore, no impact would occur.
3.2 (e) Involve other changes in the existing environment which, due to their location or
nature, could result in conversion of Farmland, to non-agricultural use?
Determination: No Impact.
Sources: California Department of Conservation, Site Inspection.
Impact Analysis
The Farmland Mapping and Monitoring Program classifies the Project site as “Urban Built-Up
Lands.” The site consists of 9.6 acres of vacant land that is not being used for agricultural use.
Adjacent land uses consist of to the north boundary of the site is residential development to the
north, Interstate 10 followed by commercial development further to the south in the City of Loma
Linda, Richardson Street followed by residential development further to the east, and Ferree Street
followed by residential development further to the west In addition, the surrounding land uses are
not zoned, planned for, or under agricultural use. Therefore, implementation of the Project would
not involve changes in the existing environment that would result in the conversion of farmland to
a non-agricultural use.
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Packet Pg. 390 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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3.3 AIR QUALITY
Where available, the significance criteria
established by the applicable air quality
management or air pollution control district may
be relied upon to make the following
determinations. Would the Project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Conflict with or obstruct implementation of the
applicable air quality plan? ▪
b. Violate any air quality standard or contribute
substantially to an existing or projected air
quality violation?
▪
c. Result in a cumulatively considerable net
increase of any criteria pollutant for which the
project region is non-attainment under an
applicable federal or state ambient air quality
standard (including releasing emissions which
exceed quantitative thresholds for ozone
precursors)?
▪
d. Expose sensitive receptors to substantial
pollutant concentrations? ▪
e. Create objectionable odors affecting a
substantial number of people? ▪
3.3 (a) Conflict with or obstruct implementation of the applicable air quality plan (South Coast
Air Quality Management District)?
Determination: Less Than Significant Impact.
Source: CalEEMod Outputs (Appendix A).
Impact Analysis
Federal Air Quality Standards
Under the Federal Clean Air Act, the Federal Environmental Protection Agency establishes health-
based air quality standards that California must achieve. These are called “national (or federal)
ambient air quality standards” and they apply to what are called “criteria pollutants.” Ambient (i.e.
surrounding) air quality standard establish a concentration above which a criteria pollutant is
known to cause adverse health effects to people. The national ambient air quality standards apply
to the following criteria pollutants:
• Ozone (8-hour standard)
• Respirable Particulate Matter (PM10)
• Fine Particulate Matter (PM2.5)
• Carbon Monoxide (CO)
• Nitrogen Dioxide (NOx)
• Sulphur Dioxide (SO2), and
• Lead.
State Air Quality Standards
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Under the California Clean Air Act, the California Air Resources Board also establishes health-based
air quality standards that cities and counties must meet. These are called “state ambient air quality
standards” and they apply to the following criteria pollutants:
• Ozone (1-hour standard)
• Ozone (8-hour standard)
• Respirable Particulate Matter (PM10)
• Fine Particulate Matter (PM2.5)
• Carbon Monoxide (CO)
• Nitrogen Dioxide (NOx)
• Sulphur Dioxide (SO2), and
• Lead
Regional Air Quality Standards
The City of San Bernardino is located within the South Coast Air Basin which is under the
jurisdiction of the South Coast Air Quality Management District. The District develops plans
and regulations designed to achieve these both the national and state ambient air quality standards
described above.
Attainment Designation
An “attainment” designation for an area signifies that criteria p ollutant concentrations did not
exceed the established standard. In contrast to attainment, a “nonattainment” designation
indicates that a criteria pollutant concentration has exceeded the established standard.
Table 3 shows the attainment status of criteria pollutants in the South Coast Air Basin.
Table 3. Attainment Status of Criteria Pollutants in the South Coast Air Basin.
Criteria Pollutant State Designation Federal Designation
Ozone – 1 hour standard Nonattainment No Standard
Ozone – 8 hour standard Nonattainment Nonattainment
Respirable Particulate Matter (PM10) Nonattainment Attainment
Fine Particulate Matter (PM2.5) Nonattainment Nonattainment
Carbon Monoxide (CO) Attainment Attainment
Nitrogen Dioxide (N0x) Attainment Attainment
Sulfur Dioxide (SO2) Attainment Attainment
Lead Attainment Attainment
Source: California Air Resources Board, 2015
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Air Quality Management Plan
The South Coast Air Quality Management District is required to produce air quality management
plans directing how the South Coast Air Basin’s air quality will be brought into attainment with the
national and state ambient air quality standards. The most recent air quality management plan is
2016 Air Quality Management Plan and it is applicable to City of San Bernardino. The purpose of the
2016 Air Quality Management Plan is to achieve and maintain both the national and state ambient
air quality standards described above.
In order to determine if a project is consistent with the 2016 Air Quality Management Plan, the
South Coast Air Quality Management District has established consistency crite rion which are
defined in Chapter 12, Sections 12.2 and 12.3 of the South Coast Air Quality Management District’s
CEQA Air Quality Handbook and are discussed below.
Consistency Criterion No. 1: The proposed project will not result in an increase in the frequency or
severity of existing air quality violations or cause or contribute to new violations, or delay the timely
attainment of air quality standards or the interim emissions reductions specified in the 2016 Air
Quality Management Plan.
Consistency Criterion No. 1 refers to violations of the California Ambient Air Quality Standards and
National Ambient Air Quality Standards. As evaluated under Issues 3.3 (b), (c), and (d) below, the
air emissions from construction or operation would not exceed regional or localized significance
thresholds for any criteria pollutant. Accordingly, the Project’s regional and localized emissions
would not contribute substantially to an existing or potential future air quality violation or delay
the attainment of air quality standards.
Consistency Criterion No. 2: The proposed project will not exceed the assumptions in the 2016 Air
Quality Management Plan.
The 2016 Air Quality Management Plan demonstrates that the applicable ambient air quality
standards can be achieved within the timeframes required under federal law. Growth projections
from local general plans adopted by cities in the district are provided to the Southern California
Association of Governments (SCAG), which develops regional growth forecasts, which are then used
to develop future air quality forecasts for the AQMP.
The future emission forecasts contained in the 2016 Air Quality Management Plan are primarily
based on demographic and economic growth projections provided by the Southern California
Association of Governments. The General Plan Land Use designation currently assigned to the
Project site is CG-1 (Commercial General) and was planned for commercial development at the time
the 2016 Air Quality Management Plan adopted.
The proposed Project would change the General Plan Land Use designation from General
Commercial to Residential Medium, the proposed Project, which would develop 96 residential
units, would produce less criteria pollutant emissions than would occur under buildout of the
Project site under the existing General Commercial land use designation and that were assumed as
a basis for the 2016 Air Quality Management Plan because of the potential for fewer vehicle
emissions from residential activities as opposed to commercial activities.
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For the reasons stated above, the Project would not result in an increase in the frequency or
severity of existing air quality violations or cause or contribute to new violations, delay the timely
attainment of air quality standards or the interim emissions reductions specified in the 2016 Air
Quality Management Plan. In addition, the Project would not exceed the growth assumptions in the
2016 Air Quality Management Plan. As such, the Project would be consistent with the 2016 Air
Quality Management Plan and impacts would be less than significant and no mitigation measures
are required.
3.3(b) Violate any air quality standard or contribute substantially to an existing or
projected air quality violation?
Determination: Less Than Significant Impact.
Source: CalEEMod Outputs (Appendix A).
Impact Analysis
As shown in Table 3 above, the South Coast Air Basin, in which the Project site is located, is
considered to be in “non-attainment” status for several criteria pollutants. The South Coast Air
Quality Management District has developed regional and localized significance thresholds for
regulated pollutants. Any project in the South Coast Air Basin with daily emissions that exceed any
of the indicated regional or localized significance thresholds would be considered to contribute to a
projected air quality violation. The Project’s regional and localized air quality impacts are
discussed below.
Regional Impact Analysis
The Project has the potential to generate pollutant concentrations during both construction
activities and long‐term operation. The following provides an analysis based on the applicable
regional significance thresholds established by the South Coast Air Quality Management District in
order to meet national and state air quality standards which are shown in Table 4 below.
Table 4. South Coast Air Quality Management District Air Quality Regional Significance
Thresholds
Pollutant Emissions (Construction)
(pounds/day)
Emissions (Operational)
(pounds/day)
NOx 100 55
VOC 75 55
PM10 150 150
PM2.5 55 55
SOx 150 150
CO 550 550
Source: South Coast Air Quality Management District CEQA Air Quality Significance Thresholds (2011)
Both construction and operational emissions for the Project were estimated by using the California
Emissions Estimator Model (CalEEMod) which is a statewide land use emissions computer model
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Packet Pg. 394 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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designed to provide a uniform platform for government agencies to quantify potential criteria
pollutant emissions associated with both construction and operations from a variety of land use
projects. The model can be used for a variety of situations where an air quality analysis is necessary
or desirable such as California Environmental Quality Act (CEQA) documents and is authorized for
use by the South Coast Air Quality Management District.
Construction Related Impacts
It was assumed that during construction activities that heavy construction equipment shown in
Table 5 would be operating at the Project site for eight hours per day, five days per week during the
time periods identified below.
Site Preparation: 10 days
Grading: 20 days
Building Construction: 230 days
Paving: 20 days
Architectural Coating: 20 days
Table 5 Construction Equipment List
Phase Equipment Type Number
of Units
Hours/
Day
Horse
Power
Site Preparation Rubber Tired Dozer 1 8 247
Site Preparation Tractor/Loader/Backhoe 4 8 97
Grading Grader 1 8 187
Grading Rubber Tired Dozer 1 8 247
Grading Tractor/Loader/Backhoe 3 8 97
Grading Excavator 1 8 158
Bldg Construction Cranes 1 7 231
Bldg Construction Generator Sets 1 8 84
Bldg Construction Tractor/Loader/Backhoe 3 7 97
Bldg Construction Welder 1 8 46
Bldg Construction Forklifts 3 8 89
Paving Paver 2 8 130
Paving Rollers 2 8 80
Paving Paving Equipment 2 8 132
Paving Cement & Mortar Mixer 1 6 9
Architectural Coating Air Compressor 1 6 78
Source: CalEEMod Outputs (Appendix A).
It is a mandatory requirement for all construction activities to comply with several South Coast Air
Quality Management District Rules, including Rule 403 for controlling fugitive dust, PM10, and PM2.5
emissions from construction activities. Rule 403 requirements include, but are not limited to,
applying water in sufficient quantities to prevent the generation of visible dust pl umes, applying
soil binders to uncovered areas, reestablishing ground cover as quickly as possible, utilizing a
wheel washing system to remove bulk material from tires and vehicle undercarriages before
vehicles exit the Project site, covering all trucks hauling soil with a fabric cover and maintaining a
freeboard height of 12 inches, and maintaining effective cover over exposed areas. Compliance with
Rule 403 was accounted for in the construction emissions modeling.
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Implementation of South Coast Air Quality Management District Rule 1113 governing the content in
architectural coating, paint, thinners, and solvents, was accounted for in the construction emissions
modeling. Implementation of South Coast Air Quality Management District Rule 1186 to reduce the
amount of particulate matter entrained in the ambient air as a result of vehicular travel on paved
and unpaved public roads was also accounted for in the construction emissions modeling.
Short-term criteria pollutant emissions will occur during site grading, building construction, paving,
and architectural coating activities. Emissions will occur from use of equipment, worker, vendor,
and hauling trips, and disturbance of onsite soils (fugitive dust). The estimated maximum daily
construction emissions are summarized in Table 6 below. Emissions resulting from the Project
construction would not exceed numerical thresholds established by the SCAQMD and therefore no
mitigation is required.
Table 6. Maximum Daily Peak Construction Emissions (lbs/day)
Maximum Daily Emissions Emissions (pounds per day)
NOx VOC CO SOx PM10 PM2.5
26.44 54.32 18.63 0.03 3.69 2.39
Regional Threshold 100 75 550 150 150 55
Exceeds Regional Threshold? NO NO NO NO NO NO
Source: SCAQMD and CalEEMod 2016.3.2
Based on the analysis above, regional air quality impacts for construction would be less than
significant and no mitigation measures are required.
Long-Term Regional Operation Related Impacts
Long-term criteria air pollutant emissions will result from daily vehicle trips to and from the
Project site, use of outdoor landscape maintenance equipment, and energy demand emissions
result from use of electricity and natural gas.
The results of the CalEEMod outputs for operation of the Project site are summarized in Table 7
below (Maximum Operational Daily Emissions). Based on the results of the model, operational
emissions associated with operation of the Project site will not exceed the thresholds established by
SCAQMD.
Table 7. Operational Emissions
Maximum Daily Emissions Emissions (pounds per day)
NOx VOC CO SOx PM10 PM2.5
16.55 31.36 82.99 0.22 14.44 9.36
Regional Threshold 55 55 550 150 150 55
Exceeds Regional Threshold? NO NO NO NO NO NO
Source: SCAQMD and CalEEMod 2016.3.2
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Based on the analysis above, regional air quality impacts for operations would be less than
significant and no mitigation measures are required.
Localized Impact Analysis
As part of the South Coast Air Quality Management District’s environmental justice program,
attention has been focusing more on the localized effects of air quality. Although the region may be
in attainment for a particular criteria pollutant, localized emissions from construction and
operational activities coupled with ambient pollutant levels can cause localized increases in criteria
pollutant that exceed national and/or State air quality standards. The South Coast Air Quality
Management District has established Localized Significance Thresholds (LST) which were
developed in response to environmental justice and health concerns raised by the public regarding
exposure of individuals to criteria pollutants in local communities.
Localized Significance Thresholds are only applicable to the following criteria pollutants: oxides of
nitrogen (NOX), carbon monoxide (CO), particulate matter less than 10 microns in aerodynamic
diameter (PM10) and particulate matter less than 2.5 microns in aerodynamic diameter
(PM2.5). Localized Significance Threshold’s represent the maximum emissions from a project that
are not expected to cause or contribute to an exceedance of the most stringent applicable national
or state ambient air quality standard, and are developed based on the ambient concentrations of
that pollutant for each source receptor area and distance to the nearest sensitive receptor. Table 8
shows the LST analysis for both construction and operational emissions.
Table 8. LST Analysis (1 acres - receptor @ 25 meters)
Pollutant
LST Significance
Threshold
Lbs/Day*
Project
Emissions
(mitigated)
Exceeds
Threshold?
(NOX) for Construction and
Operation
118
26.44
NO
(CO) for Construction and
Operation
775
82.99
NO
PM 10 for Operation
1
<0.1
NO
PM10 for Construction
4
3.69
NO
PM 2.5 for Operation
1
<0.1
NO
PM2.5 for Construction
4
2.39
NO
*Based on LST SRA #35 1-acre @ 25 meters
CO Hot Spots
CO Hot Spots are typically associated with idling vehicles at extremely busy intersections (i.e.,
intersections with an excess of 100,000 vehicle trips per day). There are no intersections in the
vicinity of the Project site which exceed the 100,000 vehicle per day threshold typically associated
with CO Hot Spots. In addition, the South Coast Air Basin has been designated as an attainment area
for CO since 2007. Therefore, Project‐related vehicular emissions would not create a Hot Spot and
would not substantially contribute to an existing or projected CO Hot Spot.
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Packet Pg. 397 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.3- AIR QUALITY
Initial Study/Mitigated Negative Declaration
July 22, 2020
24
Toxic Air Contaminants
Emissions from I-10
The Project site is located adjacent to I-10 and will be subjected to toxic air contaminants (TACs)
from vehicle traffic. TACs are defined as substances that may cause or contribute to an increase in
deaths or in serious illness, or that may pose a present or potential hazard to human health.
As determined in the California Building Industry Association v. Bay Area Air Quality Management
District (2015) 62 Cal. 4th 369 (CBIA) case the California Supreme Court determined that CEQA
does not generally require an environmental document to analyze impacts of the existing
environmental conditions on the future residents of a proposed project and generally only requires
an analysis of the proposed project’s impact on the environment. In addition, the CBIA case also
stated that when a proposed project brings development and people into an area already subject to
specific hazards and the new development/people exacerbate the existing hazards, then CEQA
requires an analysis of the hazards and the proposed project’s effect in terms of increasing the risks
related to those hazards.
As it applies in this case, the Project is a small residential development that will not add significant
amounts of vehicle traffic to I-10 as it passes the Project site. In addition, the Project does not
produce truck traffic which is the primary source of TACs from vehicle traffic on I-10. Therefore, the
proposed Project would not exacerbate pre-existing hazards (e.g., TAC health risks) and the impact
of TACs generated by I-10 TAC hazards to the Project site is not required as part of the CEQA
analysis.
Project Generated Construction Emissions
During construction diesel particulate matter emissions would be emitted from heavy equipment
use and heavy-duty trucks and would temporarily add to the health risk from diesel particular
matter in the Project area. Heavy-duty construction equipment is subject to a CARB Airborne
Toxics Control Measure for in-use diesel construction equipment to reduce diesel particulate
emissions. As described above for the LST analysis, PM10 (representative of diesel particulate
matter, which is a TAC) emissions and exposure would be minimal and below the SCAQMD LSTs.
The nearest sensitive receptors to the Project site are residences located adjacent to the northern
boundary of the Project site. According to OEHHA, health risks should be based on a 70-year
exposure period for the maximally exposed individual resident; however, such assessments should
be limited to the period/duration of activities associated with the project. Since the proposed
Project’s construction activities would only occur over a 10 month period, the exposure of any
proximate individual sensitive receptor to TACs would be limited and would not be expected to
result in concentrations causing significant health risks.
Project Generated Operational Emissions
Operation of the proposed Project would not result in any non-permitted direct emissions (e.g.,
those from a point source such as diesel generators) or result in a substantial increase in diesel
vehicles (i.e., heavy-duty trucks). As such, the proposed Project would not result in exposure of
sensitive receptors in the vicinity of the Project site (i.e., the residences to the north of the Project
site) to substantial TAC concentrations.
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Packet Pg. 398 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.3- AIR QUALITY
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July 22, 2020
25
Based on the analysis above, impacts would be less than significant and no mitigation measures are
required.
3.3(c) Result in a cumulatively considerable net increase of any criteria p ollutant for
which the project region is non-attainment under an applicable federal or state
ambient air quality standard (including releasing emissions which exceed
quantitative thresholds for ozone precursors)?
Determination: Less Than Significant Impact.
Source: CalEEMod Outputs (Appendix A).
Impact Analysis
According to the SCAQMD, individual projects that do not generate operational or construction
emissions that exceed the SCAQMD’s recommended daily thresholds for project specific impacts
would also not cause a cumulatively considerable increase in emissions for those pollutants for
which the Basin is in nonattainment, and, therefore, would not be considered to have a significant,
adverse air quality impact. Alternatively, individual project-related construction and operational
emissions that exceed SCAQMD thresholds for project-specific impacts would be considered
cumulatively considerable.
As discussed in Issue 3.3(b) above, the Project would not exceed the regional or localized
significance thresholds for construction or operational activities. As such, the Project will not result
in a cumulatively considerable net increase of any criteria pollutant.
Based on the analysis above, impacts would be less than significant.
3.3(d) Expose sensitive receptors to substantial pollutant concentrations?
Determination: Less Than Significant Impact.
Source: CalEEMod Outputs (Appendix A).
Impact Analysis
Sensitive receptors (i.e., children, senior citizens, and acutely or chronically ill people) are more
susceptible to the effects of air pollution than the general population. Land uses that are considered
sensitive receptors typically include residences, schools, playgrounds, childcare centers, hospitals,
convalescent homes, and retirement homes. The closest sensitive receptors in the vicinity of the
Project site are the single-family residences adjacent to the southern and western boundaries of the
Project site.
As shown on Table 8 above under the discussion of Issue 3.3 (b), the Project would not exceed any
of the South Coast Air Quality Management District’s Localized Significance Thresholds during near-
term construction or long-term operation. In addition, the Project would not create a CO Hot Spot.
Accordingly, Project-related localized emissions would not expose sensitive receptors to substantial
pollutant concentrations during construction or long-term operation and impacts would be less
than significant.
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Packet Pg. 399 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.3- AIR QUALITY
Initial Study/Mitigated Negative Declaration
July 22, 2020
26
3.3 (e) Create objectionable odors affecting a substantial number of people?
Determination: Less Than Significant Impact.
Source: CEQA Air Quality Handbook, Project Application Materials.
Impact Analysis
According to the South Coast Air Quality Management District CEQA Air Quality Handbook, land uses
associated with odor complaints typically include agricultural uses, wastewater treatment plants,
food processing plants, chemical plants, composting, refineries, landfills, dairies, and fiberglass
molding. The Project does not propose any of the above described uses.
Potential odor sources associated with the proposed Project may result from construction
equipment exhaust and the application of asphalt and architectural coatings during construction.
The construction odor emissions would be temporary, short-term, and intermittent in nature and
would cease upon completion of the respective phase of construction and is thus considered less
than significant.
The Project consists of 96 single-family detached homes and is not the type of use that creates
objectionable odors.
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Packet Pg. 400 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.4- BIOLOGICAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
27
3.4 BIOLOGICAL RESOURCES
Would the Project:
Potentially
Significant
Impact
Less Than
Significant
Impact With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Have a substantial adverse effect, either directly
or through habitat modifications, on any
species identified as a candidate, sensitive, or
special status species in local or regional plans,
policies, or regulations, or by the California
Department of Fish and Game or U.S. Fish and
Wildlife Service?
▪
b. Have a substantial adverse effect on any
riparian habitat or other sensitive natural
community identified in local or regional plans,
policies, regulations or by the California
Department of Fish and Game or U.S. Fish and
Wildlife Service?
▪
c. Have a substantial adverse effect on federally
protected (including, but not limited to, marsh,
vernal pool, coastal, etc.) through direct
removal, filling, hydrological interruption, or
other means?
▪
d. Interfere substantially with the movement of
any native resident or migratory fish or wildlife
species or with established native resident or
migratory wildlife corridors, or impede the use
of native wildlife nursery sites?
▪
e. Conflict with any local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance?
▪
f. Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural Community
Conservation Plan, or other approved local,
regional, or state habitat conservation plan?
▪
3.4(a) Have a substantial adverse effect, either directly or through habitat modifications,
on any species identified as a candidate, sensitive, or special status species in local
or regional plans, policies, or regulations, or by the California Department of Fish
and Game or U.S. Fish and Wildlife Service?
Determination: No Impact.
Sources: General Plan, Field Inspection.
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Packet Pg. 401 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.4- BIOLOGICAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
28
Impact Analysis
The Project site consists of vacant undeveloped land that is rectangular in shape and exhibits a
gentle westerly descending topographic profile. The surface is mantled by a thick growth of
seasonal weeds. Total existing vertical relief is approximately 16 feet, ranging between elevation
(Elev.) 1,090 feet above mean sea level (amsl) on the east, to 1,074 feet on the west. The surface of
the Project site is underlain by young alluvial valley deposits (Qya) of late Quaternary age
(Pleistocene). The Qya deposits range from approximately 20 to 40 feet in thickness beneath the
site.
According to General Plan Figure NRC-1-Potential Habitat for Wildlife and Figure NRC-1-Biological
Resource Areas, the Project site is not located within an area that will impact sensitive biological
resources. As such, there is no impact.
3.4(b) Have a substantial adverse effect on any riparian habitat or other sensitive natural
community identified in local or regional plans, policies, regulations or by the
California Department of Fish and Wildlife or U.S. Fish and Wildlife Service?
Determination: No Impact.
Sources: United States Fish and Wildlife Service. National Wetlands Inventory.
https://www.fws.gov/Wetlands/data/Mapper.html, Field Inspection.
Impact Analysis
The Project site is currently vacant and undeveloped though it has been disturbed as part of
previous development and the nearby freeway construction. According to the United States Fish
and Wildlife Service, there are no riverine areas within the Project site. In addition, there is no
riparian habitat located on-site or in the surrounding areas. As a result, no impacts will occur as
part of the proposed Project’s implementation.
3.4(c) Have a substantial adverse effect on federally protected wetlands (including, but not
limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological
interruption, or other means?
Determination: No impact.
Sources: United States Fish and Wildlife Service. National Wetlands Inventory.
https://www.fws.gov/Wetlands/data/Mapper.html, Field Inspection.
Impact Analysis
The Project site is currently vacant and undeveloped though it has been disturbed as part of
previous construction of the I-10 freeway construction. No state or federally protected wetlands are
located within the Project site boundaries. As a result, no impacts will result from the
implementation of the Project.
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Packet Pg. 402 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.4- BIOLOGICAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
29
3.4(d) Interfere substantially with the movement of any native resident or migratory fish or
wildlife species or with established native resident or migratory wildlife corridors, or
impede the use of native wildlife nursery sites?
Determination: No Impact.
Sources: United States Fish and Wildlife Service. National Wetlands Inventory.
https://www.fws.gov/Wetlands/data/Mapper.html, Field Inspection.
Impact Analysis
The Project site is currently vacant and undeveloped though it has been disturbed as part of
previous development of the nearby I-10 freeway construction. The Project site is surrounded on
all sides by urban development. Adjacent land uses consist of residential development to the north,
Interstate 10 followed by commercial development further to the south in the City of Loma Linda,
Richardson Street followed by residential development further to the east, and Ferree Street
followed by residential development further to the west
Because of the site’s location within an urban area, its distance from natural habitat, and the man-
made barriers in the area, no wildlife corridors are present. As a result, no impacts will result from
the proposed Project’s implementation.
3.4(e) Conflict with any local policies or ordinances protecting biological resources, such
as a tree preservation policy or ordinance?
Determination: No Impact.
Source: Municipal Code.
Impact Analysis
Chapter 12.40 of the City’s Municipal Code serves as the City’s Tree Ordinance. The purpose of the
Tree Ordinance is to protect street trees and City trees (those located within public places, alleys,
sidewalks, streets, etc.) from removal and to regulate the planting of trees in the public sphere.
There are no street trees located in the immediate vicinity. As indicated previously, the only
vegetation that is present on-site consists of ruderal ground cover. As a result, no impacts will
result from the proposed Project’s implementation.
3.4(f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other approved local, regional, or state habitat
conservation plan?
Determination: No Impact.
Sources: https://ecos.fws.gov/ecp0/conservationPlan/, https://wildlife.ca.gov/Conservation/Planning/NCCP.
Habitat Conservation Plan (HCP)
HCPs are planning documents required as part of an application for an incidental take permit. They
describe the anticipated effects of the proposed taking; how those impacts will be minimized, or
mitigated; and how the HCP is to be funded.
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Packet Pg. 403 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.4- BIOLOGICAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
30
Natural Community Conservation Plan (NCCP)
An NCCP identifies and provides for the regional protection of plants, animals, and their habitats,
while allowing compatible and appropriate economic activity. Working with landowners,
environmental organizations, and other interested parties, a local agency oversees the numerous
activities that compose the development of an NCCP. CDFW and the U.S. Fish and Wildlife Service
provide the necessary support, direction, and guidance to NCCP participants.
Impact Analysis
The Project site is not located within an area covered by an adopted Habitat Conservation Plan,
Natural Community Conservation Plan, or other approved local, regional or state habitat
conservation plan. As such, there is no impact.
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Packet Pg. 404 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.5- CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
31
3.5 CULTURAL RESOURCES
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Cause a substantial adverse change in the
significance of a historical resource pursuant to
CEQA Guidelines §15064.5?
▪
b. Cause a substantial adverse change in the
significance of an archaeological resource
pursuant to CEQA Guidelines §15064.5?
▪
c. Disturb any human remains, including those
interred outside of formal cemeteries? ▪
3.5(a) Cause a substantial adverse change in the significance of a histor ical resource as
defined in CEQA Guidelines § 15064.5?
Determination: No Impact.
Source: Field Inspection.
Impact Analysis
Historic resources generally consist of buildings, structures, improvements, and remnants
associated with a significant historic event or person(s) and/or have a historically significant style,
design, or achievement. Damaging or demolition of historic resources is typically considered to be a
significant impact. Impacts to historic resources can occur through direct impacts, such as
destruction or removal, and indirect impacts, such as a change in the setting of a historic resource.
CEQA Guidelines §15064.5(a) clarifies that historical resources include the following:
1. A resource listed in, or determined to be eligible by the State Historical Resources Commission, for
listing in the California Register of Historical Resources.
2. A resource included in a local register of historical resources, as defined in section 5020.1(k) of the
Public Resources Code or identified as significant in an historical resource survey meeting the
requirements [of] section 5024.1(g) of the Public Resources Code.
3. Any object, building, structure, site, area, place, record, or manuscript which a lead agency
determines to be historically significant or significant in the architectural, engineering, scientific,
economic, agricultural, educational, social, political, military, or cultural annals of California.
The Project site consists of vacant undeveloped land that is regularly cleared for weed abatement
purposes. There are no structures or objects on the site. As such, no impacts to surface historic
resources are expected as part of the proposed Project.
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Packet Pg. 405 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.5- CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
32
3.5(b) Cause a substantial adverse change in the significance of an archaeological
resource pursuant to CEQA Guidelines § 15064.5?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: General Plan.
Impact Analysis
The Project site consists of vacant undeveloped land that is regularly cleared for weed abatement
purposes. There are no structures or objects on the site. However, there is the possibility that sub-
surface archaeological resources may be encountered at deeper levels during grading. If sub-
surface archaeological materials are encountered during earthmoving operations associated with
the Project, all work in that area should be halted or diverted until a qualified archaeologist can
evaluate the nature and significance of the finds per the following mitigation measures:
Mitigation Measures (MMs)
CR-1. Cultural Resources Discovery. In the event that cultural resources are discovered during project
activities, all work in the immediate vicinity of the find (within a 60 -foot buffer) shall cease and a
qualified archaeologist meeting Secretary of Interior standards shall be hired to assess the find. Work
on the other portions of the project outside of the buffered area may continue during this assessment
period. Additionally, the San Manuel Band of Mission Indians Cultural Resources Department (SMBMI)
shall be contacted, as detailed within TCR-1, regarding any pre-contact finds and be provided
information after the archaeologist makes his/her initial assessment of the nature of the find, so as to
provide Tribal input with regards to significance and treatment.
CR-2. Monitoring and Treatment Plan. If significant pre-contact cultural resources, as defined by
CEQA, are discovered and avoidance cannot be ensured, the archaeologist shall develop a Monitoring
and Treatment Plan, the drafts of which shall be provided to SMBMI for review and comment, as
detailed within TCR-1. The archaeologist shall monitor the remainder of the project and implement
the Plan accordingly.
With implementation of Mitigation Measures CR-1 and CR-2, impacts are less than significant.
3.5(c) Disturb any human remains, including those interred outside of formal cemeteries?
Determination: Less Than Significant Impact.
Source: California Health and Safety Code §7050.5, Public Resources Code §5097 et. seq.
Impact Analysis
The Project site does not contain a cemetery and no known formal cemeteries are located within
the immediate site vicinity. As noted in the response to Issue 3.5 (a) above, the Project site has been
heavily disturbed and the potential for uncovering human remains at the Project site is considered
low. Nevertheless, the remote potential exists that human remains may be unearthed during
grading and excavation activities associated with Project construction.
In the event that human remains are discovered during Project grading or other ground disturbing
activities, the Project would be required to comply with the applicable provisions of California
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Packet Pg. 406 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.5- CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
33
Health and Safety Code §7050.5 as well as Public Resources Code §5097 et. seq. California Health
and Safety Code Section 7050.5 states that no further disturbance shall occur until the County
Coroner has made the necessary findings as to origin. Pursuant to California Public Resources Code
Section 5097.98(b), remains shall be left in place and free from disturbance until a final decision as
to the treatment and disposition has been made by the Coroner.
If the Coroner determines the remains to be Native American, the California Native American
Heritage Commission (NAHC) must be contacted and the NAHC must then immediately notify the
“most likely descendant(s)” of receiving notification of the discovery. The most likely descendant(s)
shall then make recommendations within 48 hours, and engage in consultations concerning the
treatment of the remains as provided in Public Resources Code Section 5097.98. Based on the
analysis above, impacts would be less than significant and no mitigation measures are required.
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Packet Pg. 407 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.6- ENERGY
Initial Study/Mitigated Negative Declaration
July 22, 2020
34
3.6 ENERGY
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Result in potentially significant environmental
impact due to wasteful, inefficient, or
unnecessary consumption of energy resources,
during project construction or operation?
▪
b. Conflict with or obstruct a state or local plan for
renewable energy or energy efficiency? ▪
3.6(a) Result in potentially significant environmental impact due to wasteful, inefficient,
or unnecessary consumption of energy resources, during project construction or
operation?
Determination: Less Than Significant Impact.
Source: CalEEMod Outputs (Appendix A).
Impact Analysis
Short-Term Construction Impacts
Construction of the Project would require the use of construction equipment for grading, hauling,
and building activities. Electricity use during construction would vary during different phases of
construction—the majority of construction equipment during grading would be gas or diesel
powered, and the later construction phases would require electricity-powered equipment, such as
for interior construction and architectural coatings.
Construction contractors are required to comply with applicable California Air Resources Board
regulations governing the accelerated retrofitting, repowering, or replacement of heavy-duty diesel
on- and off-road equipment. In addition, compliance with existing California Air Resources Board
idling restrictions and the use of newer engines and equipment would reduce fuel combustion and
energy consumption. Overall, construction activities would require limited energy consumption on
a short-term basis, would comply with all existing regulations, and would therefore not be expected
to use large amounts of energy or fuel in a wasteful manner. Thus, impacts related to construction
energy usage would be less than significant.
Long-Term Operational Impacts
Operation of the Project would create additional demands for electricity and natural gas as
compared to existing conditions, and would result in increased energy use.
The Project involves the construction of 96 detached single-family dwellings. Electrical power to
the Project site is provided by Southern California Edison (SCE) Company. Natural gas service is
provided by the Southern California Gas Company (SCG). Since the site is currently vacant and
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Packet Pg. 408 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.6- ENERGY
Initial Study/Mitigated Negative Declaration
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35
undeveloped, no energy consumption is occurring on-site. Table 9 below provides an estimate of
electrical and natural gas consumption.
Table 9. Estimated Annual Energy Consumption
Energy Source Annual Consumption
Electricity
836,782 kWh/yr
Natural Gas
2.93723 kBTU/yr
Source: CalEEMod Outputs (Appendix A).
According to the California Energy Commission, Electricity Consumption by County, 2018), San
Bernardino County consumed approximately 5443.731723 million of gigawatt‐hours (GWh) The
proposed Project would be less than 0.001 percent of San Bernardino County’s total electricity
demand. According to the California Energy Commission, Natural Gas Consumption by County,
2018), San Bernardino County consumed approximately 231.468146 million of therms of natural
gas. The Project would be less than 0.001 percent of San Bernardino County’s total natural gas
demand.
Additionally, the California Code of Regulations (CCR) Title 24, Part 11: California Green Building
Standards (Title 24) became effective to aid efforts to reduce GHG emissions associated with energy
consumption. Title 24 now requires that new buildings reduce water consumption, employ building
commissioning to increase building system efficiencies, divert construction waste from landfills,
and install low pollutant‐emitting finish materials. The 2016 version of the standards became
effective as of January 1, 2017. The proposed Project will conform to all pertinent energy
conservation requirements. As a result, the potential impacts are considered to be less than
significant.
3.6(b) Conflict with or obstruct a state or local plan for renewable energy or energy
efficiency?
Determination: Less Than Significant Impact.
Source: California Energy Commission
Impact Analysis
The California Title 24 Building Energy Efficiency Standards are designed to ensure new and
existing buildings achieve energy efficiency and preserve outdoor and indoor environmental
quality. These measures (Title 24, Part 6) are listed in the California
Code of Regulations. The California Energy Commission is responsible for adopting, implementing
and updating building energy efficiency. Local city and county enforcement agencies have the
authority to verify compliance with applicable building codes, including energy efficiency.
The Project is required to comply with the California Title 24 Building Energy Efficiency Standards.
As such, the Project will not conflict with or obstruct a state or local plan for renewable energy or
energy efficiency
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Packet Pg. 409 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.7- GEOLOGY AND SOILS
Initial Study/Mitigated Negative Declaration
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36
3.7 GEOLOGY AND SOILS
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Directly or indirectly cause potential substantial adverse effects, inc luding the risk of loss, injury, or death
involving:
1) Rupture of a known earthquake fault, as
delineated on the most recent Alquist-
Priolo Earthquake Fault Zoning Map Issued
by the State Geologist for the area or based
on other substantial evidence of a known
fault? Refer to Division of Mines and
Geology Special Publication 42.
▪
2) Strong seismic ground shaking? ▪
3) Seismic-related ground failure, including
liquefaction? ▪
4) Landslides? ▪
b. Result in substantial soil erosion or the loss of
topsoil? ▪
c. Be located on a geologic unit or soil that is
unstable, or that would become unstable as a
result of the Project, and potentially result in
on-site or offsite landslide, lateral spreading,
subsidence, liquefaction or collapse?
▪
d. Be located on expansive soil, as defined in the
Uniform Building Code, c reating substantial
risks to life or property?
▪
e. Have soils incapable of adequately supporting
the use of septic tanks or alternative waste
water disposal systems where sewers are not
available for the disposal of waste water?
▪
f. Directly or indirectly destroy a unique
paleontological resource or site or unique
geologic feature?
▪
3.7 (a) (1) Expose people or structures to potential substantial adverse effects, including the
risk of loss, injury, or death involving rupture of a known earthquake fault, as
delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued
by the State Geologist for the area or based on other substantial evidence of a
known fault? Refer to Division of Mines and Geology Special Publication 42.
Determination: Less Than Significant Impact.
Sources: Preliminary Geotechnical Exploration and BMP Infiltration Testing (Appendix B), General Plan Safety Element.
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Packet Pg. 410 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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Initial Study/Mitigated Negative Declaration
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37
Impact Analysis
The intent of the Alquist-Priolo Earthquake Fault Zone Act is to denote properties located within
Earthquake Fault Zones, where fault studies would be required to assure that certain habitable
structures are not constructed across the traces of active faults. The Project site is not located
within an Alquist‐Priolo Earthquake Fault Zone, and no known faults underlie the site. Zoned faults
under the Alquist-Priolo Act, nearest the subject site, include the San Jacinto and San Andreas Fault
Zones, located 1.23 miles to the southwest and 5.96 miles to the northeast, respectively
Because there are no faults located on the Project site, there is no potential for the Project to expose
people or structures to adverse effects related to ground rupture related to an earthquake fault.
3.7 (a) (2) Expose people or structures to potential substantial adverse effects, including the
risk of loss, injury, or death involving: Strong seismic ground shaking?
Determination: Less Than Significant Impact.
Sources: Preliminary Geotechnical Exploration and BMP Infiltration Testing (Appendix B), General Plan Safety Element.
Impact Analysis
The Project site is located in a seismically active area of Southern California and is expected to
experience moderate to severe ground shaking during the lifetime of the Project. This risk is not
considered substantially different than that of other similar properties in the Southern California
area. As a mandatory condition of Project approval, the Project would be required to construct the
proposed structures in accordance with the California Building Code (CBC). The City’s Building and
Safety Division would review the building plans through building plan checks, issuance of a building
permit, and inspection of the building during construction, which would ensure that all required
CBC seismic safety measures are incorporated into the building. Compliance with the CBC as
verified by the City’s review process would reduce impacts related to strong seismic ground
shaking.
Based on the analysis above, impacts would be less than significant and no mitigation measures are
required.
3.7 (a) (3) Expose people or structures to potential substantial adverse effects, including the
risk of loss, injury, or death involving: Seismic-related ground failure, including
liquefaction?
Determination: Less Than Significant Impact.
Sources: Preliminary Geotechnical Exploration and BMP Infiltration Testing (Appendix B), General Plan Safety Element.
Impact Analysis
Liquefaction is a phenomenon in which loose, saturated, relatively cohesion-less soil deposits lose
shear strength during strong ground motions. The factors controlling liquefaction are:
• Seismic ground shaking of relatively loose, granular soils that are saturated or submerged
can cause soils to liquefy and temporarily behave as a dense fluid. For liquefaction to occur,
the following conditions have to occur:
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o Intense seismic shaking;
o Presence of loose granular soils prone to liquefaction; and
o Saturation of soils due to shallow groundwater.
According to the General Plan Figure S-5, Liquefaction Susceptibility, the Project site is in a general
area designated as “Area of High Liquefaction.” However, the site specific geotechnical exploration
prepared for the Project (Appendix B), states that considering the underlying thickness and density
of relatively pervious alluvial units below the site, a significant rise in groundwater is considered
remote and the potential for liquefaction to affect structures at the site is very low.
In any event, compliance with the recommendations of a final geotechnical study for soils
conditions, is a standard practice and would be required by the City Building and Safety Division
prior to the issuance of a building permit. Therefore, compliance with the mandatory requirements
of the California Building Code as identified in a site specific geotechnical design would be reviewed
by the City for appropriate inclusion, as part of the building plan check and development review
process, will reduce the low potential for liquefaction to a less than significant level.
3.7 (a) (4) Expose people or structures to potential substantial adverse effects, including the
risk of loss, injury, or death involving: Landslides?
Determination: No Impact.
Source: Field Investigation.
Impact Analysis
Generally, a landslide is defined as the downward and outward movement of loosened rock or earth
down a hillside or slope. Landslides can occur either very suddenly or slowly, and frequently
accompany other natural hazards such as earthquakes, floods, or wildfires. Landslides can also be
induced by the undercutting of slopes during construction, improper artificial compaction, or
saturation from sprinkler systems or broken water pipes. The Project site is relatively flat and
contains no slopes that may be subject to landslides. As such, there are no impacts.
3.7(b) Result in substantial soil erosion or the loss of topsoil?
Determination: Less Than Significant Impact.
Source: National Pollution Discharge Elimination System.
Impact Analysis
The National Pollutant Discharge Elimination System (NPDES) establishes minimum stormwater
management requirements and controls that are required to be implemented for development
construction and operational activities within the City.
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Construction
Construction of the Project has the potential to contribute to soil erosion and the loss of topsoil.
Grading and excavation activities that would be required for development of the Project will expose
and loosen topsoil, which could be eroded by wind or water.
To reduce the potential for soil erosion and the loss of topsoil, a Stormwater Pollution Prevention
Plan (SWPPP) is required by the City. The SWPPP is required to address site-specific conditions
related to specific grading and construction activities. The SWPPP would identify potential sources
of erosion and sedimentation loss of topsoil during construction, identify erosion control Best
Management Practices (BMPs) to reduce or eliminate the erosion and loss of topsoil, such as use of:
silt fencing, fiber rolls, or gravel bags, stabilized construction entrance/exit, hydroseeding. With
implementation of the SWPPP construction impacts related to erosion and loss of topsoil would be
less than significant.
Operation
The Project includes installation of landscaping throughout the development site and areas of loose
topsoil that could erode by wind or water would not exist upon operation of the Project. In addition,
as described in Section 3.9, Hydrology and Water Quality, the hydrologic features of the Project have
been designed to slow, filter, and retain stormwater on the development site, which would also
reduce the potential for stormwater to erode topsoil. Furthermore, as required by the NPDES,
development of the Project requires the preparation of a Water Quality Management Plan (WQMP),
which would ensure that appropriate operational BMPs would be implemented to minimize or
eliminate the potential for soil erosion or loss of topsoil to occur during operation of the Project.
With implementation of the WQMP, impacts would be less than significant.
3.7(c) Be located on a geologic unit or soil that is unstable, or that would become unstable
as a result of the Project, and potentially result in on -or offsite landslide, lateral
spreading, subsidence, liquefaction or collapse?
Determination: Less Than Significant Impact.
Sources: Preliminary Geotechnical Exploration and BMP Infiltration Testing (Appendix B), General Plan Safety Element.
Impact Analysis
Landslide
As noted in the response to Issue 3.7 (a) (4) above, the Project site is relatively flat and contains no
slopes that may be subject to landslides. Therefore the site is not considered susceptible to
landslides
Lateral Spreading
Lateral spreading is a term referring to landslides that commonly form on gentle slopes and that
have rapid fluid-like flow horizontal movement. Most lateral spreading is caused by earthquakes
but it is also caused by landslides. As noted in the response to Issue 3.7 (a) (4) above, the Project
site is relatively flat and contains no slopes that may be subject to landslides. Therefore the Project
site is not considered susceptible to lateral spreading.
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Subsidence/ Collapse
The site specific geotechnical exploration prepared for the Project (Appendix B), states that the
potential subsidence/collapse will have a negligible effect on proposed site improvements during
the economic lifespan of the development.
Compliance with the recommendations of a final geotechnical study for soils conditions, is a
standard practice and would be required by the City Building and Safety Division prior to the
issuance of a building permit. Therefore, compliance with the mandatory requirements of the
California Building Code as identified in a site specific geotechnical design would be reviewed by the
City for appropriate inclusion, as part of the building plan check and development review process,
will reduce the low potential for subsidence/collapse to a less than significant level.
Liquefaction
According to the City’s General Plan Figure S-5, Liquefaction Susceptibility, the Project site is in a
general area designated as “Area of High Liquefaction.” However, the site specific geotechnical
exploration prepared for the Project (Appendix B), states that considering the underlying thickness
and density of relatively pervious alluvial units below the site, a significant rise in groundwater is
considered remote and the potential for liquefaction due to the design earthquake event to affect
structures at this site is very low.
In any event, compliance with the recommendations of a final geotechnical study for soils
conditions, is a standard practice and would be required by the City Building and Safety Division
prior to the issuance of a building permit. Therefore, compliance with the mandatory requirements
of the California Building Code as identified in a site specific geotechnical design would be reviewed
by the City for appropriate inclusion, as part of the building plan check and development review
process, will reduce the low potential for liquefaction to a less than significant level.
3.7 (d) Be located on expansive soil, as defined in the Uniform Building Code, creating
substantial risks to life or property?
Determination: Less than Significant Impact.
Sources: Preliminary Geotechnical Exploration and BMP Infiltration Testing (Appendix B), General Plan Safety Element.
Impact Analysis
Expansive soils are those that undergo volume changes as moisture content fluctuates; swelling
substantially when wet or shrinking when dry. Soil expansion can damage structures by cracking
foundations, causing settlement and distorting structural elements.
The onsite soils within the upper 5 feet generally possess a very low expansion potential.
Notwithstanding, design-level geotechnical plans pursuant to the California Building Code are
required prior to approval of construction, as required by PPP 3.7-1. Compliance with the California
Building Code is a standard practice and would be required by the City Building and Safety Division.
Therefore, compliance with the requirements of the California Building Standards Code as identified
in a site specific geotechnical design would be reviewed by the City, as part of the building plan
check and development review process, would ensure that potential soil stability impacts are less
than significant
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3.6(e) Have soils incapable of adequately supporting the use of septic tanks or alternative
wastewater disposal systems where sewers are not available for the disposal of
wastewater?
Determination: No Impact.
Source: Project Application Materials.
Impact Analysis
The Project does not propose the use of septic tanks or alternative waste water disposal systems.
The Project will install domestic sewer infrastructure and connect to the City of San Bernardino’s
existing sewer conveyance and treatment system. As such, there are no impacts.
3.7(f) Directly or indirectly destroy a unique paleontological resource or site or unique
geologic feature?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: General Plan.
Impact Analysis
Paleontological Resources
Paleontological resources are the preserved fossilized remains of plants and animals. Fossils and
traces of fossils are preserved in sedimentary rock units, particularly fine to medium grained
marine, lake, and stream deposits, such as limestone, siltstone, sandstone, or shale, and in ancient
soils. They are also found in coarse-grained sediments, such as conglomerates or coarse alluvium
sediments. Fossils are rarely preserved in igneous or metamorphic rock units. Fossils may occur
throughout a sedimentary unit and, in fact, are more likely to be preserved subsurface, where they
have not been damaged or destroyed by previous ground disturbance, amateur collecting, or
natural causes such as erosion.
The Project site consists of vacant undeveloped land that is regularly cleared for weed abatement
purposes. There are no structures or objects on the site. The Project site is composed of younger
Quaternary Alluvium derived as alluvial fan deposits. Younger Quaternary deposits are unlikely to
contain significant vertebrate fossils in the uppermost layers, but at relatively shallow depths
ranging from six to eight feet, there may be older Quaternary deposits that contain significant fossil
vertebrate remains. Excavations in these older Quaternary deposits may have a potential to impact
paleontological resources. As a result, the following mitigation measures are included to reduce
potentially significant impacts to previously undiscovered paleontological resources
Mitigation Measure (MM)
GEO-1: Paleontological Monitoring. A qualified paleontologist (the “Project Paleontologist”) shall be
retained by the developer prior to the issuance of a grading permit. The Project Paleontologist will be
on-call to monitor ground-disturbing activities and excavations ground-disturbing activities if
excavation depth exceed approximately 5-10 feet below surface grade on the Project site. If
paleontological resources are encountered during implementation of the Project, ground -disturbing
activities will be temporarily redirected from the vicinity of the find. The Project Paleontologist will be
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allowed to temporarily divert or redirect grading or excavation activities in the vicinity in order to
make an evaluation of the find. If the resource is significant, Mitigation Measure GEO-2 shall apply.
GEO-2: Paleontological Treatment Plan. If a significant paleontological resource(s) is discovered on
the property, in consultation with the Project proponent and the City, the qualified paleontologist shall
develop a plan of mitigation which shall include salvage excavation and removal of the find, removal
of sediment from around the specimen (in the laboratory), research to identify and categorize the find,
curation in the find a local qualified repository, and preparation of a report summarizing the find.
Based on the analysis above, with implementation of Mitigation Measure GEO-1 and GEO-2, impacts
are less than significant.
Unique Geologic Feature
Unique geologic features are those that are unique to the field of Geology. Unique geologic features
are not common in San Bernardino. The geologic processes that formed the landforms in San
Bernardino are generally the same as those in other parts of the state. What makes a geologic unit
or feature unique can vary considerably. A geologic feature is unique if it:
• Is the best example of its kind locally or regionally;
• Embodies the distinctive characteristics of a geologic principle that is exclusive locally or
regionally;
• Provides a key piece of geologic information important in geology or geologic history.
• Is a “type locality” (the locality where a particular rock type, stratigraphic unit or mineral species
is first identified) of a geologic feature;
• Is a geologic formation that is exclusive locally or regionally;
• Contains a mineral that is not known to occur elsewhere in the City; or
• Is used repeatedly as a teaching tool.
The Project site is relatively flat and the subsurface material encountered at the site is underlain by
silty sand that is fine-grained. These features are not considered “unique.”
Based on the analysis above, the Project will not directly or indirectly destroy a unique geologic
feature. There is no impact and no mitigation measures are required.
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3.8 GREENHOUSE GAS EMISSIONS
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Generate greenhouse gas emissions, either
directly or indirectly, that may have a
significant impact on the environment?
▪
b. Conflict with an applicable plan, policy or
regulation adopted for the purpose of reducing
the emissions of greenhouse gases?
▪
3.8(a) Generate greenhouse gas emissions, either directly or indirectly, that may have a
significant impact on the environment?
Source: SCAQMD, CalEEMod Outputs Appendix A).
No single land use project could generate enough greenhouse gas (GHG) emissions to noticeably
change the global average temperature. Cumulative GHG emissions, however, contribute to global
climate change and its significant adverse environmental impacts. Thus, the primary goal in
adopting GHG significance thresholds, analytical methodologies, and mitigation measures is to
ensure new land use development provides its fair share of the GHG reductions needed to address
cumulative environmental impacts from those emissions.
The South Coast Air Quality Management District (SCAQMD) formed a GHG California
Environmental Quality Act (CEQA) Significance Threshold Working Group to provide guidance to
local lead agencies on determining significance for GHG emissions in their CEQA documents. As of
the last Working Group meeting (Meeting 15) held in September 2010, the SCAQMD is proposing to
adopt a tiered approach for evaluating GHG emissions for development projects where SCAQMD is
not the lead agency.
Although a final numerical threshold for determining the significance of greenhouse gas emissions
in the South Coast Air Basin has not been established by the SCAQMD, they are proposing a
screening threshold of 3,000 MTCO2e for nonindustrial projects. SCAQMD concluded that projects
with emissions less than the screening threshold would not result in a significant cumulative
impact.
A summary of the Project’s projected annual operational greenhouse gas emissions, including
amortized construction‐related emissions, is shown in Table 10.
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Table 10. Total Project Greenhouse Gas Emissions
Source
GHG Emissions MT/yr
N2O
CO2
CH4
CO2e
Mobile Sources 0.000 1,454.04 0.076 1,455.95
Area 0.000 31.41 0.032 32.42
Energy 0.005 423.36 0.014 425.24
Solid Waste 0.000 22.88 1.35 56.70
Water/Wastewater 0.005 41.89 0.21 48.56
30-year Amortized
Construction GHG
8.13
TOTAL 2,027
SCAQMD Threshold 3,000
Exceed Threshold? NO
Because the Project would emit GHG emissions less than 3,000 MTCO2e per year, the Project is not
considered a substantial GHG emitter and the GHG impact is less than significant, requiring no
additional analysis and no mitigation.
3.7(b) Conflict with an applicable plan, policy or regulation adopted for the purpose of
reducing the emissions of greenhouse gases?
Determination: Less Than Significant Impact.
Source: San Bernardino County Regional Greenhouse Gas Reduction Plan.
Impact Analysis
In March 2014, the San Bernardino Associated Governments and Participating San Bernardino
County Cities Partnership (Partnership) created a final draft of the San Bernardino County Regional
Greenhouse Gas Reduction Plan (Reduction Plan). This Reduction Plan was created in accordance to
AB 32, which established a greenhouse gas limit for the state of California. The Reduction Plan
seeks to create an inventory of GHG gases and develop jurisdiction-specific GHG reduction
measures and baseline information that could be used by the 21 Partnership Cities of San
Bernardino County, which include the City of San Bernardino.
Projects that demonstrate consistency with the strategies, actions, and emission reduction targets
contained in the Reduction Plan would have a less than significant impact on climate change. In the
Reduction Plan, the City of San Bernardino selected a goal to reduce community GHG emissions to a
level that is 15% below its 2008 GHG emissions levels by 2020. The reduction measures that are
applicable to the proposed Project are listed below:
• On Road‐1: SB 375 Sustainable Communities Strategy (Regional). The Project is consistent
with SB 375 since the Project is an infill development located in the midst of a built-up area.
• Water-1: Require Adoption of the Voluntary CalGreen Water Efficiency Measures for New
Construction. The Project will include water efficient fixtures.
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• Water‐3: Encourage Water‐Efficient Landscaping Practices. The Project will include drought
tolerant landscaping.
The Project is consistent with the above mentioned reduction measures. In addition, the Project will
be in compliance with Title 24, Part 11: California Green Building Standards (Title 24) of the
California Code of Regulations. Finally, the Project’s greenhouse gas emissions are estimated to be
below the thresholds of significance established by the SCAQMD. As a result, the impacts will be less
than significant.
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3.9 HAZARDS AND HAZARDOUS MATERIALS
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Create a significant hazard to the public or the
environment through the routine transport,
use, or disposal of hazardous materials?
▪
b. Create a significant hazard to the public or the
environment through reasonably foreseeable
upset and accident conditions involving the
release of hazardous materials into the
environment?
▪
c. Emit hazardous emissions or handle hazardous
or acutely hazardous materials, substances, or
waste within one-quarter mile of an existing or
proposed school?
▪
d. Be located on a site, which is included on a list
of hazardous materials sites compiled pursuant
to Government Code Section 65962.5, and, as a
result, would it create a significant hazard to the
public or the environment?
▪
e. For a project located within an airport land use
plan or, where such a plan has not been
adopted, within two miles of a public airport or
public use airport, would the Project result in a
safety hazard or excessive noise for people
residing or working in the Project area?
▪
f. Impair implementation of or physically
interfere with an adopted emergency response
plan or emergency evacuation plan?
▪
g. Expose people or structures, either directly or
indirectly, to a significant risk of loss, injury or
death involving wildland fires,
▪
3.9(a) Create a significant hazard to the public or the environment through the routine
transport, use, or disposal of hazardous materials?
Determination: Less than Significant Impact.
Source: EPA, DOT, Project Application Materials.
Both the US Environmental Protection Agency (EPA) and the US Department of Transportation
(DOT) regulate the transport of hazardous waste and material, including transport via highway. The
EPA administers permitting, tracking, reporting, and operations requirements established by the
Resource Conservation and Recovery Act which addresses the generation, transportation,
treatment, storage, and disposal of hazardous waste. The DOT regulates the transportation of
hazardous materials through enforcement of the Hazardous Materials Transportation Act. This act
includes requirements for container design and labeling, as well as for driver training. The
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established regulations are intended to track and manage the safe interstate transportation of
hazardous materials and waste. Additionally, State and local agencies enforce the application of
these acts and coordinate safety and mitigation responses in the case that accidents involving
hazardous materials occur.
The Project is a residential community. As such, it is not involved in the routine transport, use, or
disposal of hazardous materials. There is no impact.
3.9(b) Create a significant hazard to the public or the environment through reasonably
foreseeable upset and accident conditions involving the release of hazardous materials
into the environment?
Determination: Less than Significant Impact.
Source: Project Application Materials.
Impact Analysis
Construction Activities
Heavy equipment that would be used during construction of the Project would be fueled and
maintained by substances such as oil, diesel fuel, gasoline, hydraulic fluid, and other liquid
materials that would be considered hazardous if improperly stored or handled. In addition,
materials such as paints, roofing materials, solvents, and other substances typically used in building
construction would be located on the Project site during construction. Improper use, storage, or
transportation of hazardous materials could result in accidental releases or spills, potentially
posing health risks to workers, the public, and the environment. The potential for accidental
releases and spills of hazardous materials during construction is a standard risk on all construction
sites, and there would be no greater risk for improper handling, transportation, or spills associated
with future development that would be a reasonably consequence of the development of the Project
than would occur on any other similar construction site. Construction contractors are required to
comply with all applicable federal, state, and local laws and regulations regarding hazardous
materials, including but not limited requirements imposed by the Environmental Protection
Agency, California Department of Toxic Substances Control, South Coast Air Quality Management
District, and the Santa Ana Regional Water Quality Control Board. As such, impacts are less than
significant.
Operational Activities
The Project site would be developed with residential land uses which is a land use not typically
associated with the potential to release hazardous materials. Although residential land uses may
utilize household products that contain toxic substances, such as cleansers, paints, adhesives, and
solvents, these products are usually in low concentration and small in amount and would not pose a
significant risk to humans or the environment during from use at the Project site.
Pursuant to State law and local regulations, residents would be required to dispose of household
hazardous waste (e.g., batteries, used oil, old paint) at a permitted household hazardous waste
collection facility. Accordingly, the Project would not expose people or the environment to
significant hazards associated with the disposal of hazardous materials at the Project site. Long-
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term operation of the Project would not expose the public or the environment to significant hazards
associated with the release of hazardous materials and impacts would be less than significant.
3.9(c) Emit hazardous emissions or handle hazardous or acutely hazardous materials,
substances, or waste within one-quarter mile of an existing or proposed school?
Determination: Less Than Significant Impact.
Sources: Project Application Materials, Google Earth.
Impact Analysis
The Project site is not located within 0.25 miles of an existing or proposed school. The nearest
school is Victoria Elementary School located approximately 0.30 miles northeast of the Project site
on Richardson Street. In addition, as discussed in the responses to issues 3.9 (b) and 3.9 (c) above,
the all hazardous or potentially hazardous materials would comply with all applicable federal, State,
and local agencies and regulations with respect to hazardous materials. Impacts are less than
significant.
3.9(d) Be located on a site which is included on a list of hazardous materials sites compiled
pursuant to Government Code Section 65962.5 and, as a result, would it create a
significant hazard to the public or the environment?
Determination: No Impact.
Sources: DTSC's Hazardous Waste and Substances Site List - Site Cleanup (Cortese List,) Phase I Environmental Site
Assessment (Appendix C).
Impact Analysis
The Hazardous Waste and Substances Sites (Cortese) List is a planning document used by the State
and local agencies to comply with the California Environmental Quality Act requirements in
providing information about the location of hazardous materials release sites pursuant to
Government Code Section 65962.5.. Below are the data resources that provide information
regarding the facilities or sites identified as meeting the “Cortese List” requirements.
• List of Hazardous Waste and Substances sites from Department of Toxic Substances Control
(DTSC) EnviroStor database.
• List of Leaking Underground Storage Tank Sites from the State Water Board’s GeoTracker
database.
• List of solid waste disposal sites identified by Water Board with waste constituents above
hazardous waste levels outside the waste management unit.
• List of “active” CDO and CAO from Water Board.
• List of hazardous waste facilities subject to corrective action pursuant to Section 25187.5 of
the Health and Safety Code, identified by DTSC.
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Based on a review of the Cortese List maintained by the California Environmental Protection
Agency website at https://calepa.ca.gov/SiteCleanup/CorteseList/ on June 1, 2020, the Project site
is not identified on the list of hazardous materials sites compiled pursuant to Government Code
Section 65962.5. Accordingly there is no impact.
3.9(e) For a project located within an airport land use plan or, where such a plan has not been
adopted, within two miles of a public airport or p ublic use airport, would the Project
result in a safety hazard or excessive noise for people residing or working in the Project
area?
Determination: No Impact.
Source: Municipal Code, San Bernardino International Airport Authority, San Bernardino International Airport, Airport
Layout Plan Narrative Report, November 2010.
Impact Analysis
According to General Plan Figure LU-4-San Bernardino International Airport Planning Boundaries,
the Project site is located approximately 1.5 miles (8,000 feet) west of the San Bernardino
International Airport and within the Airport Influence Area of the airport. The San Bernardino
Airport Land Use plan is currently being drafted and not available at the time of this report. In
order to assess airport noise impacts, the San Bernardino International Airport Authority, San
Bernardino International Airport, Airport Layout Plan Narrative Report, November 2010 is
referenced.
As it pertains to air safety hazards, according to Section 19.12 of the City of San Bernardino
Municipal Code, an Airport Overlay District is designed to regulate land use and reduce hazards in
an area characterized by high noise levels and a substantial accident potential resulting from
aircraft operations. Section 19.12.-020 identifies the following geographic areas to be subject to the
development restrictions contained in the Airport Overlay District to promote the public health,
safety and general welfare in the vicinity of airports by minimizing exposure to crash hazards and
high noise levels generated by airport operations and to encourage future development that is
compatible with the continued operation of airports.
Airport District One (AD I) (Safety Hazards)
The area within a 3,000 by 5,000 foot rectangle having 2 of its sides parallel with, and 1,500 feet
from either side of, an extension of the centerline of a runway running from 3,000 to 8,000 feet
from the midpoint of the end of the runway.
Airport District Two (AD II) (Safety Hazards)
The area within a 3,000 by 7,000 foot rectangle having 2 of its sides parallel with, and 1,500 feet
from either side of, an extension of the centerline of a runway running from 8,000 to 15,000 feet
from the midpoint at the end of the runway.
The Project site is located approximately 8,000 feet west of the runway and is not located is not
located within 8,000 to 15,000 feet from the the end of the runway. As such, the Project is not
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located with Airport Overlay District One or Airport Overlay District Two and will have no impact
on airport operations with respect to safety hazards.
[For a discussion on noise impacts please refer to Section 13.3 (c)].
3.9(g) Impair implementation of or physically interfere with an adopted emergency response
plan or emergency evacuation plan?
Determination: No Impact.
Sources: General Plan, Project Application Materials.
Impact Analysis
Emergency access to the Project site is available from Ferree Street and a secondary fire access
driveway off Richardson Street. The Project site does not contain any emergency facilities nor does
it serve as an emergency evacuation route. During construction and long ‐term operation, the
Project would be required to maintain adequate emergency access for emergency vehicles as
required by the City. Furthermore, the Project would not result in a substantial alteration to the
design or capacity of any public road that would impair or interfere with the implementation of
evacuation procedures,
3.9 (h) Expose people or structures to a significant risk of loss, injury or death involving
wildland fires?
Determination: No Impact.
Source: General Plan.
Impact Analysis
According to General Plan Figure S-9- Fire Hazard Areas, the Project site is not located within a high
fire hazard area. Therefore the Project would not expose people or structures to a significant risk of
loss, injury, or death involving wildland fires and no impact would occur. (Also see Issue 3.20,
Wildfire).
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3.10 HYDROLOGY AND WATER QUALITY
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Violate any water quality standards or waste
discharge requirements or otherwise
substantially degrade surface or ground water
quality?
▪
b. Substantially decrease groundwater supplies or
interfere substantially with groundwater
recharge such that the project may impede
sustainable groundwater management of the
basin?
▪
c. Substantially alter the existing drainage pattern
of the site or area, including through the
alteration of the course of a stream or river or
through the addition of impervious surfaces, in a
manner that would:
▪
(i) Result in substantial erosion or siltation on- or
off-site? ▪
(ii) Substantially increase the rate or amount of
surface runoff in a manner which would result in
flooding on- or offsite?
▪
(iii) Create or contribute runoff water which would
exceed the capacity of existing or planned
stormwater drainage systems or provide
substantial additional sources of polluted runoff?
▪
(iv) Impede or redirect flood flows?
▪
d. In flood hazard, tsunami, or seiche zones, risk
release of pollutants due to project inundation? ▪
e. Conflict with or obstruct implementation of a
water quality control plan or sustainable
groundwater management plan?
▪
3.9(a) Violate any water quality standards or waste discharge requirements or otherwise
substantially degrade surface or ground water quality?
Determination: Less Than Significant Impact.
Sources: Preliminary Hydrology and Hydrology Study (Appendix D), Preliminary Water Quality Management Plan
(Appendix E).
Impact Analysis
Waste Discharge Requirements
Waste Discharge Requirements (WDRs) are issued by the Santa Ana Regional Board under the
provisions of the California Water Code, Division 7 “Water Quality,” Article 4 “Waste Discharge
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Requirements.” These requirements regulate the discharge of wastes which are not made to surface
waters but which may impact the region’s water quality by affecting underlying groundwater
basins. Such WDRs are issued for Publically Owned Treatment Works’ wastewater reclamation
operations, discharges of wastes from industries, subsurface waste discharges such as septic
systems, sanitary landfills, dairies and a variety of other activities which can affect water quality.
On May 1st, 2017, the responsibility for operations and maintenance of the San Bernardino Sanitary
Sewer Collections System (SSCS) was transferred from City of San Bernardino Public Works and
assumed by the San Bernardino Municipal Water Department. Under the direction of the Water
Reclamation Director, the Sewer Collection section is responsible for maintaining 467 miles of
sewer mains. Primary and secondary treatment processes are employed to meet the discharge
standards specified in the National Pollutant Discharge Elimination Permit (NPDES) issued to the
Water Reclamation Treatment (WRP) by the State of California Regional Water Quality Control
Board. Secondary treated wastewater from the WRP discharges to an offsite tertiary treatment
facility operated jointly by the cities of San Bernardino and Colton.
The Project will connect to the City’s sewer system so there will be no impacts related to waste
discharge requirements,
Water Quality Requirements
The Porter-Cologne Act defines water quality objectives (i.e. standards) as “…the limits or levels of
water quality constituents or characteristics which are established for the reasonable protection of
beneficial uses of water or the prevention of nuisance within a specific area” (§13050 (h)).
Construction Impacts
Construction of the Project would involve clearing, grading, paving, utility installation, building
construction, and the installation of landscaping, which would result in the generation of potential
water quality pollutants such as silt, debris, chemicals, paints, and other solvents with the potential
to adversely affect water quality. As such, short‐term water quality impacts have the potential to
occur during construction activities in the absence of any protective or avoidance measures.
Pursuant to the requirements of the Santa Ana Regional Water Quality Control Board and the City of
San Bernardino, the Project proponent will be required to obtain a National Pollutant Discharge
Elimination System Municipal Stormwater Permit for construction activities. The National Pollutant
Discharge Elimination System permit is required for all Projects that include construction activities,
such as clearing, grading, and/or excavation that disturb at least one acre of total land area.
Compliance with the National Pollutant Discharge Elimination System permit and the Santa Ana
River Basin Water Quality Control Program involves the preparation and implementation of a
Storm Water Pollution Prevention Plan for construction‐related activities, including grading. The
Storm Water Pollution Prevention Plan would specify the Best Management Practices that the
Project would be required to implement during construction activities to ensure that all potential
pollutants of concern are prevented, minimized, and/or otherwise appropriately treated prior to
being discharged from the site.
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Operational Impacts
Storm water pollutants commonly associated with residential land uses include sediment/turbidity,
nutrients, trash and debris, oxygen‐demanding substances, organic compounds, bacteria and
viruses, oil and grease, and pesticides.
The Project will be required to be in conformance with Title 8 of the City of San Bernardino
Municipal Code. Title 8 of the City of San Bernardino Municipal Code is responsible for
implementing the NPDES and MS4 stormwater runoff requirements. As such, a Water Quality
Management Plan is required for managing the quality of storm water or urban runoff that flows
from a developed site after construction is completed and the facilities or structures are occupied
and/or operational. A Water Quality Management Plan describes the Best Management Practices
(BMPs) that will be implemented and maintained throughout the life of a project to prevent and
minimize water pollution that can be caused by storm water or urban runoff.
In the proposed condition, the overall site drainage patterns will mimic the existing condition. The
site grading is designed to slope westerly along the loop road, with north-south alleys designed to
slope towards the loop road. All onsite stormwater is proposed to be conveyed through to
underground pipes will convey the stormwater to the onsite underground infiltration facility where
it will be filtered for water quality purposes before discharging into the storm drain system in
Laurelwood Drive. As such, impacts are less than significant.
3.10(b) Substantially decrease groundwater supplies or interfere substantially with
groundwater recharge such that the project may impede sustainable groundwater
management of the basin?
Determination: Less Than Significant Impact.
Source: 2015 San Bernardino Valley Regional Urban Water Management Plan,
Impact Analysis
Groundwater Supplies
The Project site would be served with potable water by the City of San Bernardino
Municipal Water Department (SBMWD which obtains 100 percent of its water from the Bunker Hill
Groundwater Basin. The Bunker Hill Groundwater Basin is a managed basin. SBMWD therefore has
the opportunity to develop additional wells and over-extract groundwater under specified
conditions contained in the stipulated judgment. The wells in general have provided a stable source
of water supply.
Water use for the Project was estimated by using the California Emissions Estimator Model
(CalEEMod). The model can be used to estimate water usage for analysis in CEQA documents. The
Project is estimated to have a water demand of 6.25 million gallons per year (17,123 gallons per
day).
The UWMP Act requires urban water suppliers assess water supply reliability by comparing total
projected water use with the expected water supply over the next twenty years in five year
increments. The Act also requires an assessment of single-dry year and multiple-dry years. The
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2015 San Bernardino Valley Regional Urban Water Management Plan (UWMP) summarizes the
water supply availability as follows:
Normal Water Year
The Normal/Average water year is a year in the historical sequence that most closel y represents
median runoff levels and patterns. Table 10-23 of the UWMP demonstrates that SBMWD anticipates
adequate supplies for years 2020 to 2040 under normal conditions.
Single Dry Year
The single-dry year is generally the lowest annual runoff for a water source in the record. The
single-dry year may differ for various sources. In Table 10-24 of the UWMP, demands are assumed
to be 10 percent greater in a single-dry year than during a normal year. Table 10-24 demonstrates
the SBMWD anticipates adequate supplies for years 2020 to 2040 under single-dry year conditions.
Multiple-Dry Years
The multiple-dry year is generally the lowest annual runoff for a three year or more consecutive
period. The multiple-dry year period may differ for various sources. In Table 10-25 of the UWMP,
demands are assumed to be 10 percent greater in the first year of a multiple-dry year than during
an average year. During the second year of a multiple dry year period, demands are expected to be
the same as an average year due to conservation and public education efforts. During the third year
of a multiple dry year period, demands are expected to decrease 10 percent due to mandatory
conservation measures that would be enacted in year three of a multiple dry year period. Table 10-
25 demonstrates that SBMWD anticipates adequate supplies for years 2020 to 2040 under
multiple-dry year conditions.
Groundwater Recharge
Development of the Project would increase impervious surface coverage on the site which would in
turn reduce the amount of direct infiltration of runoff into the ground. This would have a less than
significant impact on groundwater recharge in the areas of the Bunker Hill Groundwater Basin that
are managed for that purpose, since those recharge areas do not encompass the Project site.
Based on the above analysis, impacts to groundwater supplies and recharge would be less than
significant and no mitigation measures are required.
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3.10(ci) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river or through th e addition of impervious
surfaces, in a manner that would result in substantial erosion or siltation on- or off-site?
Determination: Less Than Significant Impact.
Sources: Hydrology and Hydraulic Report (Appendix G), Preliminary Water Quality Management Plan (Appendix H).
Construction
Construction of the Project would involve clearing, grading, paving, utility installation, building
construction. As such, short‐term water quality impacts resulting from off-site soil erosion or
siltation have the potential to occur during construction of the Project in the absence of any
protective or avoidance measures.
Pursuant to the requirements of the Santa Ana Regional Water Quality Control Board and the City of
San Bernardino, the Project would be required to obtain a National Pollutant Discharge Elimination
System Municipal Stormwater Permit for construction activities. The National Pollutant Discharge
Elimination System permit is required for all projects that include construction activities, such as
clearing, grading, and/or excavation.
The required Storm Water Pollution Prevention Plan would specify the Best Management Practices
(BMPs) that the Project would be required to implement during construction activities to ensure
that off-site soil erosion or siltation are prevented, minimized, and/or otherwise appropriately
treated prior to being discharged from the subject property.
Developed Condition
The site will be developed with structures, pavement, and landscaping which will minimize the
amount of soil erosion and siltation. However, pursuant to Title 8 of the City of San Bernardino
Municipal Code, a Water Quality Management Plan is required for managing the quality of storm
water or urban runoff that flows from a developed site after construction is completed and the
facilities or structures are occupied and/or operational. A Water Quality Management Plan
describes the Best Management Practices (BMPs) that will be implemented and maintained
throughout the life of a project to prevent and minimize water pollution that can be caused by
storm water or urban runoff.
In the case of the Project, all onsite stormwater is proposed to be conveyed through to underground
pipes will convey the stormwater to the onsite underground infiltration facility where it will be
filtered for water quality purposes before discharging into the storm drain system in Laurelwood
Drive. As such, impacts are less than significant.
3.10(cii) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river or through the addition of impervious
surfaces, in a manner that would substantially increase the rate or amount of surface runoff in
a manner which would result in flooding on- or offsite?
Determination: Less Than Significant Impact.
Sources: Hydrology and Hydraulic Report (Appendix G), Preliminary Water Quality Management Plan (Appendix H).
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Existing Condition
Onsite, storm runoff tends to surface flow uniformly in a westerly direction, exiting the site at a low
point with an elevation of approximately 1071 feet near the intersection of Ferree Street and
Laurelwood Drive. Upon exiting the site, the onsite runoff appears to surface flow from Ferree
Street onto Laurelwood Drive, entering the existing 30” RCP through two catch basins
approximately 900’ west of the subject site
Post-Development Condition
The closest existing drainage facilities to the subject site are the catch basins and 30” RCP located
on Laurelwood drive, approximately 900’ west of the subject site. The proposed onsite drainage
facilities are designed to drain to the existing catch basins and storm drain system via surface flow
on Laurelwood Drive.
Conclusion
The proposed drainage system will have capacity to convey the 100-year storm runoff to the
detention facilities. In the proposed condition, the mitigated discharged from the subject will be
12.74cfs which is 3.52cfs less than the existing condition. Therefore, the proposed detention
facilities have the capacity to mitigate the increase of the 100-year storm runoff, and the proposed
development would not have an adverse impact on the existing storm drain system or downstream
flood protection.
3.10(ciii) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river or through the addition of impervious
surfaces, in a manner that would substantially increase the rate or amount of surface runoff in
a manner which would create or contribute runoff water which would exceed the capacity of
existing or planned stormwater drainage systems or provide substantial additional sources of
polluted runoff?
Determination: Less Than Significant Impact.
Sources: Hydrology and Hydraulic Report (Appendix G), Preliminary Water Quality Management Plan (Appendix H).
The proposed drainage system will have capacity to convey the 100-year storm runoff to the
detention facilities. In the proposed condition, the mitigated discharged from the subject will be
12.74cfs which is 3.52cfs less than the existing condition. Therefore, the proposed detention
facilities have the capacity to mitigate the increase of the 100-year storm runoff, and the proposed
development would not have an adverse impact on the existing storm drain system or downstream
flood protection. In addition, all onsite stormwater is proposed to be conveyed through to
underground pipes will convey the stormwater to the onsite underground infiltration facility where
it will be filtered for water quality purposes before discharging into the storm drain system in
Laurelwood Drive. As such, impacts are less than significant.
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3.10(civ) Substantially alter the existing drainage pattern of the site or area, including
through the alteration of the course of a stream or river or through the addition of impervious
surfaces, in a manner that would substantially increase the rate or amount of surface runoff in
a manner which would create or contribute runoff water which would impede or redirect flood
flows?
Determination: No Impact.
Sources: General Plan, FEMA.
Impact Analysis
According to General Plan Figure S-1- 100-Year Flood Plain, the Project site is not located within aa
100-Year Floodplain (i.e. land that is subject to flooding by the 100-year flood or lands within the
floodable elevation that has a one percent chance of being equaled or exceeded each year). The
Project site is located within FEMA Zone X per FEMA National Flood Hazard Map 0671C8684J and
is not subject to flooding. As such, the Project will not impede or redirect flood flows.
3.10(d) In flood hazard, tsunami, or seiche zones, risk release of pollutants due to project
inundation?
Determination: Less Than Significant Impact.
Source: General Plan Figure S-1,100 Year Flood Plain.
Impact Analysis
Flood Hazard Zone
According to General Plan Figure S-1, 100 Year Flood Plain, the Project site is not located within a
flood hazard zone.
Tsunami inundation Zone
According to the California Department of Conservation, California Official Tsunami Inundation
Maps the site is not located within a tsunami inundation zone.
Seiche Zone
The Project would not be at risk from seiche because there is no water body in the area of the
Project site capable of producing as sesiche. As such, there is no impact.
Dam Inundation Zone
The Project site is located within the dam inundation zone for the Seven Oaks dam according to
General Plan Figure S-2, Seven Oaks Dam Inundation Map. As such, flood inundation resulting from
the failure of the Seven Oaks Dam is a potential hazard. The Seven Oaks Dam is a feature of the
Santa Ana River Mainstream Project. The dam was designed to resist an earthquake measuring 8.0
on the Richter scale, with any point able to sustain a displacement of four feet without causing any
overall structural damage. According to the General Plan, the failure of the Seven Oaks dam is
extremely remote. In any event, the Project is required to implement a Water Quality Management
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Plan maintained throughout the life of a Project to prevent and minimize water pollution if the dam
were to flood the property. As such, the risk release of pollutants due to dam inundation are less
than significant.
3.10(e) Conflict with or obstruct implementation of a water quality control plan or sustainable
groundwater management plan?
Determination: Less Than Significant Impact.
Sources: Santa Ana Region Water Quality Control Plan, SGMA Basin Prioritization Dashboard,
https://gis.water.ca.gov/app/bp-dashboard/final/
Impact Analysis
Water Quality Control Plan
The Santa Ana Regional Water Quality Control Board regulates waste discharges to minimize and
control their effects on the quality of the region’s ground and surface water. As it affects the Project,
the primary regulatory tool is the National Pollutant Discharge Elimination System (NPDES). The
Clean Water Act prohibits anybody from discharging "pollutants" through a "point source" into a
"water of the United States" unless they have an NPDES permit. The permit will contain limits on
what you can discharge, monitoring and reporting requirements, and other provisions to ensure
that the discharge does not hurt water quality or people's health.
In addition, the Project will be required to be in conformance with Title 8 of the City of San
Bernardino Municipal Code. Title 8 of the City of San Bernardino Municipal Code is responsible for
implementing the NPDES and MS4 stormwater runoff requirements. As such, a Water Quality
Management Plan is required for managing the quality of storm water or urban runoff that flows
from a developed site after construction is completed and the facilities or structures are occupied
and/or operational. A Water Quality Management Plan describes the Best Management Practices
that will be implemented and maintained throughout the life of a project to prevent and minimize
water pollution that can be caused by storm water or urban runoff.
With implementation of the drainage system improvements and features described under Issues
3.10a, 3.10b, and 3.10c above, the Project will not conflict with or obstruct implementation of a
water quality control plan. Impacts are less than significant.
Sustainable Groundwater Management Plan
The Sustainable Groundwater Management Act (SGMA) classifies California’s 515 groundwater
basins into one of four categories high, medium, low, or very low-priority. SGMA requires
governments and water agencies of high and medium priority basins to halt overdraft and bring
groundwater basins into balanced levels of pumping and recharge.
According to the SGMA Basin Prioritization Dashboard accessed on June 5, 2020, the Project site is
located within the Upper Santa Ana Valley Basin and is classified as “low priority” and is not subject
to the provisions of a Sustainable Groundwater Management Plan. As such there are no impacts.
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3.11 LAND USE AND PLANNING
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Physically divide an established community? ▪
b. Cause a significant environmental impact due
to a conflict with any land use plan, policy, or
regulation adopted for the purpose of avoiding
or mitigating an environmental effect?
▪
3.11(a) Physically divide an established community?
Determination: No Impact.
Sources: Project Application Materials, Google Earth.
Impact Analysis
An example of a Project that has the potential to divide an established community includes the
construction of a new freeway or highway through an established neighborhood. The Project site
consists of vacant undeveloped land that is surrounded by development. To the north is residential
development, to the south is Interstate 10 followed by commercial development furth er to the
south in the City of Loma Linda, to the east is Richardson Street followed by residential
development further to the east, and to west is Ferree Street followed by residential development
further to the west. As such, no impacts would occur with respect to dividing an established
community.
3.11(b) Cause a significant environmental impact due to a conflict with any land use plan,
policy, or regulation adopted for the purpose of avoiding or mitigating an
environmental effect?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Sources: This Initial Study
Impact Analysis
General Plan/Zoning
Under existing conditions, the Project site is designated as CG (General Commercial). A General Plan
Amendment application is being proposed by the Project to re‐designate the Project site from GC to
RM (Residential Medium) to allow the development of 96 single family homes,
Although the proposed Project would be inconsistent with the existing General Plan land use
designation of General Commercial for the Project site, such an inconsistency would only be
significant if it were to result in significant, adverse physical effects to the environment. As
disclosed in this Initial Study document, implementation of the Project would result in potentially
significant impacts to the environment with respect to Cultural Resources, Paleontological
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Resources, Noise, and Tribal Cultural Resources; however, in all instances where potentially
significant impacts have been identified, mitigation is provided to reduce each impact to less‐than‐
significant levels.
Therefore, because the Project is processing a general plan amendment to modify the underlying
land use designations to be consistent with those proposed by the Project and because
implementation of the Project would not result in a significant unavoidable impact to the
environment, the Project’s inconsistency with the site’s existing underlying General Plan Land Use
designation represents a less‐than‐significant impact for which no mitigation would be required.
Plans for the Purpose of Avoiding or Mitigating an Environmental Effect
The applicable plans and policies relating to a conflict with any applicable land use plan, policy, or
regulation of an agency with jurisdiction over the Project adopted for the purpose of avoiding or
mitigating an environmental effect include, but are not limited to, the South Coast Air Quality
Management District’s Air Quality Management Plan, San Bernardino County Regional Greenhouse
Gas Reduction Plan, and Santa Ana Regional Water Quality Control Board’s Santa Ana River Basin
Plan.
As demonstrated throughout this Initial Study/Mitigated Negative Declaration, the Project would
not conflict with any applicable land use plan, policy, or regulation adopted for the purpose of
avoiding or mitigating adverse environmental effects and impacts are less than significant with
implementation of the mitigation measures identified throughout this Initial Study/Mitigated
Negative Declaration.
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3.12 MINERAL RESOURCES
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Result in the loss of availability of a known
mineral resource that would be of value to the
region and the residents of the state?
▪
b. Result in the loss of availability of a locally-
important mineral resource recovery site
delineated on a local general plan, specific plan
or other land use plan?
▪
3.12(a) Result in the loss of availability of a known mineral resource that would be of value
to the region and the residents of the state?
Determination: No Impact.
Source: General Plan.
Impact Analysis
The Surface Mining and Reclamation Act (SMARA) identifies land designated as Mineral Resources
Zones that are of State-wide or regional importance. According to General Plan Figure NRC-3:
Mineral Resource Zones, the Project site is not located within an area mapped as a Mineral Resource
Zone. In addition, there is no mineral resource extraction occurring on the Project site and no
mineral resource extraction activity is known to have ever occurred on the Project site. Accordingly,
implementation of the Project would not result in the loss of availability of a known mineral
resource that would be of value to the region or the residents of the State of California. Therefore,
no impact would occur.
3.12(b) Result in the loss of availability of a locally important mineral resource recovery site
delineated on a local general plan, specific plan or other land use plan?
Determination: No Impact.
Source: General Plan.
Impact Analysis
The Project site is currently designated by the General Plan as CG-1 (Commercial General). The
Project is proposing a General Plan Amendment to Residential Medium. Neither of these land use
designations allow mineral resource recovery As such, the Project will not result in the loss of
availability of a locally important mineral resource recovery site delineated on a local general plan,
specific plan or other land use plan.
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3.13 NOISE
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Generation of a substantial temporary or
permanent increase in ambient noise levels in
the vicinity of the project in excess of standards
established in the local general plan or noise
ordinance, or applicable standards of other
agencies?
▪
b. Generation of excessive groundborne vibration
or groundborne noise levels? ▪
c. For a project located within the vicinity of a
private airstrip or an airport land use plan or,
where such a plan has not been adopted, within
two miles of a public airport or public use
airport, would the project expose people
residing or working in the project area to
excessive noise levels?
▪
3.13(a) Generation of a substantial temporary or permanent increase in ambient noise
levels in the vicinity of the project in excess of standards established in the local
general plan or noise ordinance, or applicable standards of other agencies?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: Municipal Code.
Impact Analysis
Overview of the Existing Noise Environment
Traffic noise from I-10 located along the southern boundary of the site is the primary source of
noise impacting the site and the surrounding area.
Sensitive Land Uses in the Project Vicinity
Sensitive receptors that may be affected by Project generated noise are the existing residences
located to the north and west of the Project site.
Construction Noise
The initial phase of construction on the Project site would involve mass grading of the site, along
with site development activities. This includes construction of internal roadways, which involves
fine grading, trenching, and paving activities. Following site preparation activities, the proposed
Project would include construction of buildings, requiring the following phases: site development,
building construction, architectural coatings application, and any paving associated with buildings.
Off-site improvements would include grading, site preparation, construction, and paving activities
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Packet Pg. 436 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.13- NOISE
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that would be less frequent than those construction activities for the Project site and would
typically involve fewer pieces of equipment that would emit less noise than construction occurring
on the Project site., architectural coating, and paving of the commercial development and associated
parking lot. As shown on Table 11, noise levels generated by heavy construction equipment can
range from approximately 75 dBA to 90 dBA when measured at 50 feet.
Table 11. Typical Construction Equipment Noise Levels
Type of Equipment
Range of Sound Levels Measured
(dBA at 50 feet)
Jack Hammers 75 to 85
Pneumatic Tools 78 to 88
Dozers 85 to 90
Tractors 77 to 82
Front-End Loaders 86 to 90
Graders 79 to 89
Air Compressors 76 to 86
Trucks 81 to 87
Source: “Noise Control for Buildings and Manufacturing Plants”, Bolt, Beranek & Newman, 1987, as
cited in the General Plan EIR
Typical operating cycles for these types of construction equipment may involve one or two minutes
of full power operation followed by three to four minutes at lower power settings. Noise levels will
be loudest during the grading phase. A likely worst-case construction noise scenario during grading
assumes the use of 1-grader, 1-dozer, 2-excavators, 2-scrapers and 2-backhoes operating at 50 feet
from the nearest sensitive receptor. Assuming a usage factor of 40 percent for each piece of
equipment, unmitigated noise levels at 50 feet have the potential to reach 81 dBA Leq at the nearest
sensitive receptors located to the north and west of the Project site.
Per Section 8.54.070-Disturbances from Construction Activity of the Municipal Code, construction
activities are onlyallowed between the hours of 6:00 AM and 6:00 PM. Regardless of the Project’s
compliance with the time limitation on construction noise per the Municipal Code, construction
activities, especially those involving heavy equipment, will result in noise levels up to 90 dBA.
Therefore, the following mitigation measure is required to reduce construction noise impacts to the
maximum extent feasible:
Mitigation Measure
NOI-1-Construction Noise Mitigation Notes on Grading Plan. Prior to the issuance of a grading permit,
the following notes shall be included on the grading plan:
“a) Haul truck deliveries shall be limited to between the hours of 6:00am to 8:00pm.
b) Construction contractors shall equip all construction equipment, fixed or mobile, with properly
operating and maintained mufflers, consistent with manufacturers’ standards.
c) All stationary construction equipment shall be placed in such a manner so that emitted noise is
directed away from any sensitive receptors adjacent to the Project site.
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Packet Pg. 437 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.13- NOISE
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d) Construction equipment staging areas shall be located the greatest distance between the staging
area and the nearest sensitive receptors.”
With implementation of Mitigation Measure NOI-1, impacts are less than significant.
Operational Noise (Stationary)
The primary operational stationary noise impacts associated with the Project would be from
condenser unit noise from the HVAC units. Noise generated by residential HVAC equipment is
relatively low and typical in a residential setting. As such, impacts are less than significant.
Offsite Traffic Noise Impacts.
Vehicle noise is a combination of the noises produced by the engine, exhaust, and tires . The
primary source of noise generated by the Project will be from the vehicle traffic generated by the
vehicle ingress and egress to the Project site. Under existing conditions, the site does not generate
any traffic noise that impacts the homes on Laurelwood Drive and Ferree Street.
According to the Federal Highway Administration, Highway Traffic Noise Analysis and Abatement
Policy and Guidance. the level of roadway traffic noise depends on three things: (l) the volume of the
traffic, (2) the speed of the traffic, and (3) the number of trucks in the flow of the traffic. Generally,
the loudness of traffic noise is increased by heavier traffic volumes, higher speeds, and greater
numbers of trucks. These factors are discussed below.
The Volume of the Traffic
Upon buildout, the proposed Project is expected to generate approximately 906 average daily
vehicle trips (72 trips in the AM Peak hours and 95 trips in the PM Peak hours). which will increase
the ambient traffic noise levels in the vicinity of the Project site in comparison to the existing site
conditions (vacant land). Both Ferree Street and Laurelwood Drive are classified as “Local Streets”
by the General Plan Circulation Element. These roadways are typically two-lane streets that are
designed to serve neighborhoods within residential areas and do not accommodate high volumes of
traffic. Because the Project is a residential development of 96 homes, it is not forecast to generate a
substantial increase in traffic noise.
The Speed of Traffic
Both Ferree Street and Laurelwood Drive have a speed limit of 25 mph. The low level of speed does
not result in vehicles generating high levels of noise.
The Number of Trucks in the Flow of the Traffic
The Project is a residential development and it will generate noise from large trucks.
Based on the analysis above, off‐site transportation‐related noise impacts created by the Project
would be less than significant.
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Packet Pg. 438 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.13- NOISE
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3.13(b) Generation of excessive groundborne vibration or groundborne noise levels?
Determination: Less Than Significant Impact.
Sources: Municipal Code, Project Application Materials.
Impact Analysis
Construction Vibration
The Federal Transit Administration (FTA) has published standard vibration velocities for
construction equipment operations. In general, the FTA architectural damage criterion for
continuous vibrations (i.e., 0.20 inches per second) appears to be conservative. The types of
construction vibration impact include human annoyance and building damage. Human annoyance
occurs when construction vibration rises significantly above the threshold of human perception for
extended periods of time. Building damage can be cosmetic or structural. Typical vibration
produced by construction equipment are shown in Table 12.
Table 12, Typical Vibration Level for Construction Equipment.
Equipment Type Typical Vibration Levels for Construction Equipment
(PPV [in/sec])
25 feet 50 feet 100 feet
Large Bulldozer 0.089
0.0315 0.0111
Loaded Trucks
0.076 0.0269 0.0095
Small Bulldozer 0.003 0.0011 0.0004
Jackhammer 0.035 0.0124 0.0044
Vibratory Compactor 0.210 0.0742 0.0263
Source: FTA Transit Noise and Vibration Impact Assessment Manual;
Construction of the Project will not employ any pile driving, rock blasting, or rock crushing
equipment during construction activities, which are the primary sources of ground‐borne noise and
vibration during construction. Outdoor site preparation for the Project is expected to require the
use of a large bulldozer which would generate ground‐borne vibration of up to 0.089 PPV [in/sec]
and loaded trucks which would generate and 0.076 PPV [in/sec] when measured to closest
residential structures located approximately 25 fee to the north of the Project site. These vibration
levels are below any threshold of damage. As such, the impact is less than significant and no
mitigation is required.
Operational Vibration Noise
Typical sources of vibration noised are heavy industrial uses and railroad tracks. The proposed
Project is a residential use and would therefore not generate significant levels of vibration noise.
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Packet Pg. 439 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
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3.13 (c) For a project located within the vicinity of a private airstrip or an airport land use
plan or, where such a plan has not been adopted, within two miles of a public airport
or public use airport, would the project expose people residing or working in the
project area to excessive noise levels?
Determination: No Impact.
Sources: Municipal Code. San Bernardino International Airport, Airport Layout Plan Narrative Report.
Impact Analysis
As it pertains to noise, according to Section 19.12 of the City of San Bernardino Municipal Code, an
Airport Overlay District is designed to regulate land use and reduce hazards in an area
characterized by high noise levels and a substantial accident potential resulting from aircraft
operations. Section 19.12.-020 identifies the following geographic areas to be subject to the
development restrictions contained in the Airport Overlay District to promote the public health,
safety and general welfare in the vicinity of airports by minimizing exposure to crash hazards and
high noise levels generated by airport operations and to encourage future development that is
compatible with the continued operation of airports.
Airport District Three (AD III) (Noise Impacts)
The area between the 75 Ldn and 80 Ldn noise contour lines developed by the application of the
day-night average sound level methodology of sound measurement (Ldn).
Airport District Four (AD IV) (Noise Impacts)
The area between the 70 Ldn and 75 Ldn noise contour lines developed by the application and the
day-night average sound level methodology of sound
measurement (Ldn).
Airport District Five (AD V) (Noise Impacts)
The area between the 65 Ldn and 70 Ldn noise contour lines developed by the application of the
day-night average sound level methodology of the sound measurement (Ldn).
According to Exhibit 4H- Existing and Ultimate Noise Contours of the San Bernardino International
Airport, Airport Layout Plan Narrative Report, the Project site is not located within the 75 Ldn and
80 Ldn noise contour lines, the 70 Ldn and 75 Ldn noise contour lines, or the 65 Ldn and 70 Ldn
noise contour lines. As such, the Project will not result in excessive noise for people residing or
working in the Project area.
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Packet Pg. 440 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.14- POPULATION AND HOUSING
Initial Study/Mitigated Negative Declaration
July 22, 2020
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3.14 POPULATION AND HOUSING
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Induce substantial unplanned population
growth in an area, either directly (for
example, by proposing new homes and
businesses) or indirectly (for example,
through extension of roads or other
infrastructure)?
▪
b. Displace substantial numbers of existing
people or housing, necessitating the
construction of replacement housing
elsewhere?
▪
3.14(a) Induce substantial population growth in an area, eit her directly (for example, by
proposing new homes and businesses) or indirectly (for example, through extension
of roads or other infrastructure)?
Determination: Less than Significant Impact.
Source: Project Application Materials.
Impact Analysis
The Project proposes to amend the General Plan Land Use Map from CG-1 (Commercial General) to
RM (Residential Medium) which results in an increase of 96 dwelling units. Based on the State of
California Department of Finance, E-5 Population and Housing Estimates for Cities, Counties, and the
State, 2011-2020 with 2010 Census Benchmark, the City of San Bernardino currently has 3.45
persons per household which would result in a population of 225 persons (96 dwelling units x 3.45
persons per household = 225). This assumes that all new residents would come from outside the
City.
Typically, growth would be considered a significant impact pursuant to CEQA if it directly or
indirectly affects the ability of agencies to provide needed public facilities or services that requires
the expansion or new construction of public facilities to provide adequate services. It is highly
unlikely that the Project could induce off‐site population growth because the Project site is
surrounded by existing development on three sides and I-10 on the south side. No additional
infrastructure will be needed to serve the Project site other than connection to the existing
infrastructure in the vicinity of the Project site.
3.14(b) Displace substantial numbers of existing housing, necessitating the construction of
replacement housing elsewhere?
Determination: No Impact.
Sources: Project Application Materials.
Plans, Policies, or Programs (PPP)
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Packet Pg. 441 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.14- POPULATION AND HOUSING
Initial Study/Mitigated Negative Declaration
July 22, 2020
69
The Project site contains does not contain any residential units. Therefore, implementation of the
Project would not displace a substantial number of existing housing, nor would it necessitate the
construction of replacement housing elsewhere. As such, there is no impact.
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Packet Pg. 442 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.15- PUBLIC SERVICES
Initial Study/Mitigated Negative Declaration
July 22, 2020
70
3.15 PUBLIC SERVICES
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the Project result in substantial adverse
physical impacts associated with the provision
of new or physically altered governmental
facilities, need for new or physically altered
governmental facilities, the construction of
which could cause significant environmental
impacts, in order to maintain acceptable service
ratios, response times or other performance
objectives for any of the public services:
1) Fire protection? ▪
2) Police protection? ▪
3) Schools? ▪
4) Parks? ▪
5) Other public facilities? ▪
3.15(a) Would the Project result in substantial adverse physical impacts associated with the
provision of new or physically altered governmental facilities, need for new or
physically altered governmental facilities, the construction of which could cause
significant environmental impacts, in order to maintain acceptable service ratios,
response times or other performance objectives for any of the public services:
FIRE PROTECTION
Determination: Less Than Significant Impact.
Source: San Bernardino County Fire Department.
Impact Analysis
The San Bernardino County Fire Department provides fire protection services to the Project site.
The nearest fire station is Fire Station No. 231 located approximately 1 mile northwest of the
Project site at 450 E. Vanderbilt Way.
Development of the Project would impact fire protection services by placing an additional demand
on existing fire protection resources should its resources not be augmented. To offset the increased
demand for fire protection services, the Project would be conditioned by the City to provide a
minimum of fire safety and support fire suppression activities, including compliance with State and
local fire codes, fire sprinklers, a fire hydrant system, paved access, and secondary access routes.
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Packet Pg. 443 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.15- PUBLIC SERVICES
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July 22, 2020
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The City of San Bernardino Municipal Code, Chapter 3.27requires a fee payment that the City
applies to the funding of public facilities, including law enforcement facilities, vehicles, and
equipment to offset the incremental increase in the demand for fire protection services that would
be created by the Project.
In addition, as required by the City’s project development review process, the Project plans were
routed to the Fire Department for review and comment on the impacts to providing fire protection
services. The Fire Department did not indicate that the Project would result in the need for new or
physically altered fire facilities in order to maintain acceptable service ratios, response times or
other performance objectives.
Based on the above analysis, impacts related to fire protection are less than significant.
POLICE PROTECTION
Determination: Less Than Significant Impact.
Sources: City of San Bernardino Police Department.
Impact Analysis
The City of San Bernardino Police Department would provide police protection services to the
Project via their headquarters at 710 North “D” Street. The Project site is located in an urbanized
area that is regularly patrolled.
The City of San Bernardino Municipal Code, Chapter 3.27, requires a fee payment that the City
applies to the funding of public facilities, including law enforcement facilities, vehicles, and
equipment to offset the incremental increase in the demand for police protection services that
would be created by the Project. The Project is not expected to result in would result in the need for
new or physically altered fire facilities in order to maintain acceptable service ratios, response
times or other performance objectives.
Based on the above analysis, impacts related to police protection are less than significant.
SCHOOLS
Determination: Less Than Significant Impact.
Sources: California Senate Bill 50 (Greene), Project Application Materials.
Impact Analysis
The proposed Project is located within the area served by San Bernardino City Unified School
District (SBCUSD). The Project would be required to contribute fees to the SBCUSD in accordance
with the Leroy F. Greene School Facilities Act of 1998 (Senate Bill 50). Pursuant to Senate Bill 50,
payment of school impact fees constitutes complete mitigation under CEQA for Project‐related
impacts to school services.
Based on the above analysis, impacts related to schools are less than significant.
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Packet Pg. 444 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.15- PUBLIC SERVICES
Initial Study/Mitigated Negative Declaration
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PARKS
Determination: Less Than Significant Impact.
Source: Project Application Materials
Impact Analysis
According to City of San Bernardino General Plan Policy 8.1.1, 5.0 acres of park land is required for
each 1,000 residents. The Project would generate a demand for approximately 1.08 acres of park
land. Although the Project provides common open space on-site, it does not propose any public
parks. The City of San Bernardino Municipal Code, Chapter 3.27, requires the subdivider, as a
condition of approval of a tentative map, to pay a fee in lieu, dedicate land, or both, at the discretion
of the Council for park and/or recreational purposes pursuant to the Subdivision Map Act,
Government Code Section 66477. The Project is proposing to pay an in lieu fee.
The Project’s contribution of Development Impact fees for park and recreation facilities is within
the City would result in a less than significant impact.
OTHER PUBLIC FACILITIES
Impact Analysis
The City of San Bernardino Municipal Code, Chapter 3.27, requires payment of the Development
Impact Fee to assist the City in providing public facilities such as libraries, pubic meeting facilities,
and aquatic facilities. Payment of the Development Impact Fee would ensure that the Project
provides fair share of funds for additional public facilities.
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Packet Pg. 445 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.16- RECREATION
Initial Study/Mitigated Negative Declaration
July 22, 2020
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3.16 RECREATION
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the Project increase the use of existing
neighborhood and regional parks or other
recreational facilities such that substantial
physical deterioration of the facility would occur
or be accelerated?
▪
b. Does the Project include recreational facilities or
require the construction or expansion of
recreational facilities, which might have an
adverse physical effect on the environment?
▪
3.16(a) Would the proposed Project increase the use of existing neighborhood and regional
parks or other recreational facilities such that substantial physical deterioration of
the facility would occur or be accelerated?
Determination: Less than Significant Impact.
Source: Project Application Materials.
Impact Analysis
The Project would not result in substantial population growth because it only will provide ninety-
six (96) dwelling units that would result in an increase in population of approximately 225 persons.
The Project would not cause a substantial physical deterioration of any park facilities or would
accelerate the physical deterioration of any park facilities because the Project results in a relatively
small increase in population and on-site recreation areas on proposed. In addition, the payment of
Development Impact Fees will reduce any indirect Project impacts related to recreational facilities.
3.16(b) Does the Project include recreational facilities or require the construction or
expansion of recreational facilities which might have an adverse effect on the
environment?
Determination: Less than Significant Impact With Mitigation Incorporated.
Source: Project Application Materials
Impact Analysis
The Project proposes approximately 20,000 square feet on-site recreation areas which include a
community amenity (ies) to serve the residents. The construction of the recreational facilities are
evaluated throughout this Initial Study. In instances where significant impacts have been identified,
mitigation measures are required to reduce impacts to less‐than‐significant levels.
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Packet Pg. 446 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.17- TRANSPORTATION
Initial Study/Mitigated Negative Declaration
July 22, 2020
73
3.17 TRANSPORTATION
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Would the Project conflict with a program, plan,
ordinance, or policy addressing the circulation
system, including transit, roadway, bicycle, and
pedestrian facilities?
▪
b. Conflict or be inconsistent with CEQA Guidelines
section 15064.3, subdivision (b)? ▪
c. Substantially increase hazards due to a
geometric design feature (e.g., sharp curves or
dangerous intersections) or incompatible uses
(e.g., farm equipment)?
▪
d. Result in inadequate emergency access? ▪
3.17(a) Would the Project conflict with a program, plan, ordinance, or policy addressing the
circulation system, including transit, roadway, bicycle, and pedestrian facilities?
Determination: Less Than Significant Impact.
Source. Traffic Impact Analysis (Appendix E).
Roadway Analysis
The proposed Project consists of 96 single-family residential units. Site access is planned via one
full-access driveways on Ferree Street and an emergency access driveway from Richardson Street.
The proposed project is projected to generate 906 daily trips, 72 AM peak hour trips, and 95 PM
peak hour trips.
The Project site is located adjacent to Ferree Street, which is a 2-lane paved roadway with no curb,
gutter, or sidewalk. The Project is required to construct new improvements adjacent to Ferree
Street which include a new driveway approach for site access and curb, gutter, and sidewalk. In
addition, a new driveway/access road will be constructed off Richardson Street to provide
emergency vehicle access. The construction of these roadway improvements will be constructed to
meet City standards. As such, impacts to the roadway system would not conflict with a program,
plan, or ordinance addressing the circulation system.
Transit Service Analysis
OmniTrans provides bus service to the City of San Bernardino. The Project is not proposing to
construct any improvements would interfere with any future bus service. There is no impact.
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Packet Pg. 447 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.17- TRANSPORTATION
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July 22, 2020
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Bicycle & Pedestrian Facilities Analysis
The Project is not proposing to construct any improvements that will interfere with bicycle and
pedestrian use. Pedestrian and bicycle access will be available to the Project site from Ferree Street
and connecting roadways. Therefore, the Project will not conflict with an applicable plan, ordinance
or policy applying to non-motorized travel. Impacts are less than significant.
3.17(b) Conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)?
Determination: Less Than Significant Impact.
Source: Traffic Impact Analysis (Appendix E).
Impact Analysis
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research
(OPR) to identify new metrics for identifying and mitigating transportation impacts within the
California Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle
Miles Traveled (VMT) as the new metric for transportation analysis under CEQA. The regulatory
changes to the CEQA guidelines that implement SB 743 were approved on December 28th, 2018
with an implementation date of July 1st, 2020 as the new metric.
Consistent with the new metric of VMT for analysis of transportation impacts, this analysis follows
VMT guidelines set forth by Section 15064.3 of the Guidelines for Implementation of the California
Environmental Quality Act. For land use projects, projects within one-half mile of either an existing
major transit stop or along an existing high-quality transit corridor should be presumed to cause a
less than significant transportation impact. The Southern California Association of Governments
(SCAG) has published the high-quality transit areas for the Southern California region. This data
indicates that for both base year 2016 and future year 2045, the Project falls within a half-mile of
the identified high-quality transit area as shown in Figure 3 and Figure 4.
Additionally, a high-quality transit corridor is defined as a corridor with fixed route bus service that
has service intervals of no more than 15 minutes during the peak commute hours. The existing
Omnitrans sbX bus rapid line that runs along Tippecanoe Avenue has headways of 10 minutes
during peak commute hours and 15 minutes during off-peak hours. An Omnitrans sbX bus stop is
located at the intersection of Tippecanoe Ave and Hospitality Lane less than half a mile from the
location of the proposed Project. As the Project falls within a half-mile of a high-quality transit
corridor, the Project is presumed to have a less than significant transportation impact per CEQA
guidelines.
3.17(c) Substantially increase hazards due to a design feature (e.g., sharp curves or
dangerous intersections) or incompatible uses (e.g., farm equipment)?
Determination: No Impact.
Source: Project Application Materials.
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Packet Pg. 448 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.17- TRANSPORTATION
Initial Study/Mitigated Negative Declaration
July 22, 2020
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Impact Analysis
Access to the site is from Ferree Street which is an existing improved roadways abutting the site
that currently meets City standards. In addition, the Project is proposing to construct one (1) new
driveway approach off Ferree Street and a secondary emergency driveway off Richardson Street
that meets Fire Department requirements.
The Project is a located in an residential area. The Project would not be incompatible with existing
development in the surrounding area to the extent that it would create a transportation hazard as a
result of an incompatible use (e.g. farm equipment). Accordingly, the Project would not
substantially increase hazards due to a design feature or incompatible use. Impacts would be less
than significant and mitigation is not required.
3.16(d) Result in inadequate emergency access?
Determination: Less Than Significant Impact.
Source: Project Application Materials.
Impact Analysis
Adequate emergency access would be provided to the Project site from Ferree Street and an
emergency fire access driveway via Richardson Street. During the course of the review of the
Project, the Project’s transportation design was reviewed by the City’s Engineering Department and
County Fire Department to ensure that adequate access to and from the site would be provided for
emergency vehicles.
With the adherence to mandatory requirements for emergency vehicle access, impacts would be
less than significant and no mitigation measures are required.
5.j
Packet Pg. 449 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.18- TRIBAL CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
76
3.18 TRIBAL CULTURAL RESOURCES
Would the project cause a substantial adverse
change in the significance of a tribal cultural
resource, defined in Public Resources Code section
21074 as either a site, feature, place, cultural
landscape that is geographically defined in terms
of the size and scope of the landscape, sacred
place, or object with cultural value to a California
Native American tribe, and that is:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Listed or eligible for listing in the California
Register of Historical Resources, or in a local
register of historical resources as defined in
Public Resources Code section 5020.1(k)?
▪
b. A resource determined by the lead agency, in its
discretion and supported by substantial
evidence, to be significant pursuant to criteria
set forth in subdivision (c) of Public Resources
Code Section 5024.1. In applying the criteria set
forth in subdivision (c) of Public Resource Code
Section 5024.1, the lead agency shall consider
the significance of the resource to a California
Native American tribe?
▪
3.18(a) Listed or eligible for listing in the California Register of H istorical Resources, or in a
local register of historical resources as defined in Public Resources Code section 5020.1(k)?
Determination: Less Than Significant Impact with Mitigation Incorporated.
Source: AB 52 & SB18 Consultation.
The Project site consists of vacant undeveloped land that is regularly cleared for weed abatement
purposes. There are no structures or objects on the site. However, there is the possibility that sub-
surface tribal cultural resources listed or eligible for listing in the California Register of Historical
Resources, or in a local register of historical resources as defined in Public Resources Code section
5020.1(k) may be encountered at deeper levels during grading. If such sub-surface tribal cultural
resources are encountered during earthmoving operations associated with the Project, Mitigation
Measures CR-1 and CR-w shall apply. (Refer to Section 3.5 (a) under Cultural Resources.
3.18(b A resource determined by the lead agency, in its discretion and supported by
substantial evidence, to be significant pursuant to criteria set forth in subdivision
(c) of Public Resources Code Section 5024.1. In applying the criteria set forth in
subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall
consider the significance of the resource to a California Native American tribe?
Determination: Less Than Significant Impact with Mitigation Incorporated.
Source: AB 52 & SB18 Consultation.
Tribal Cultural Resources consist of the following:
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Packet Pg. 450 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.18- TRIBAL CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
77
1. A tribal cultural resource listed in, or determined to be eligible by the State Historical Resources
Commission, for listing in the California Register of Historical Resources.
(2) Sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a
California Native American tribe that are either of the following:
(A) Included or determined to be eligible for inclusion in the California Register of H istorical
Resources.
(B) Included in a local register of historical resources as defined in subdivision (k) of Section 5020.1.
(2) A resource determined by the lead agency, in its discretion and supported by substantial evidence,
to be significant pursuant to criteria set forth in subdivision (c) of Section 5024.1. In applying the
criteria set forth in subdivision (c) of Section 5024.1 for the purposes of this paragraph, the lead
agency shall consider the significance of the resource to a California Native American tribe.
Assembly Bill (AB) 52 created a process for consultation with California Native American Tribes in
the CEQA process. Tribal Governments can request consultation with a lead agency and give input
into potential impacts to tribal cultural resources before the agency decides what kind of
environmental assessment is appropriate for a proposed project.
SB 18 requires local governments to consult with tribes prior to making certain planning decisions
and to provide notice to tribes at certain key points in the planning process. These consultation and
notice requirements apply to adoption and amendment of both general plans (defamed in
Government Code §65300 et seq.) and specific plans (defined in Government Code §65450 et seq.).
The Planning Division notified the following California Native American Tribes per the
requirements of AB52 and SB18:
• San Manuel Band of Mission Indians
• Gabrieleño Band of Mission Indians – Kizh Nation
• Soboba Band Luiseño Indians
In response, the Gabrieleño Band of Mission Indians – Kizh Nation deferred to the San Manuel Band
of Mission Indians (SMBMI). SMBMI indicated that the proposed Project area exists within Serrano
ancestral territory and, therefore, is of interest to the Tribe. However, due to the nature and
location of the proposed Project, and given the SMBMI present state of knowledge, SMBMI does not
have any concerns with the Project’s implementation but requests that the following Mitigation
Measures be adopted:
Mitigation Measure
TCR-1. Contact SMBMI if any Pre-contact Cultural Resources are Discovered. The San Manuel Band of
Mission Indians Cultural Resources Department (SMBMI) shall be contacted, as detailed in Mitigation
Measure CR-1, of any pre-contact cultural resources discovered during project implementation, and be
provided information regarding the nature of the find, so as to provide Tribal input with regards to
significance and treatment. Should the find be deemed significant, as defined by CEQA (as amended,
2015), a cultural resources Monitoring and Treatment Plan shall be created by the archaeologist, in
coordination with SMBMI, and all subsequent finds shall be subject to this Plan. This Plan shall allow
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Packet Pg. 451 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.18- TRIBAL CULTURAL RESOURCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
78
for a monitor to be present that represents SMBMI for the remainder of the project, should SMBMI
elect to place a monitor on-site.
TCR-2. Provide Cultural Documents to SMBMI. All archaeological/cultural documents created as a
part of the project (isolate records, site records, survey reports, testing reports, etc.) shall be supplied
to the applicant and Lead Agency for dissemination to SMBMI.
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Packet Pg. 452 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.19- UTILITIES AND SERVICE SYSTEMS
Initial Study/Mitigated Negative Declaration
July 22, 2020
79
3.19 UTILITIES AND SERVICE SYSTEMS
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Require or result in the relocation or
construction of new or expanded water,
wastewater treatment or storm water,
drainage, electric power, natural gas, or
telecommunications facilities, the constructio n
or relocation of which could cause significant
environmental effects?
▪
b. Have sufficient water supplies available to
serve the project and reasonably foreseeable
future development during normal, dry and
multiple years?
▪
c. Result in a determination by the wastewater
treatment provider, which serves or may serve
the project that it has adequate capacity to
serve the project's projected demand in
addition to the provider's existing
commitments?
▪
d. Generate solid waste in excess of State or lo cal
standards, or in excess of the capacity of local
infrastructure, or otherwise impair the
attainment of solid waste reduction goals?
▪
e. Comply with federal, state, and local
management and reduction statutes and
regulations related to solid waste?
▪
3.19(a) Require or result in the relocation or construction of new or expanded water,
wastewater treatment or storm water, drainage, electric power, natural gas, or
telecommunications facilities, the construction or relocation of which could cause
significant environmental effects?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: Project Application Materials.
Impact Analysis
Water Facilities
Water: The Project is proposing to connect to the existing 8-inch diameter water main located at
the intersection of Ferree Street and Laurelwood Drive on the west side of the Project site.
Wastewater Treatment Facilities
The Project will connect to the existing 8-inch diameter sewer main at the intersection of Ferree
Street and Laurelwood Drive on the west side of the Project site.
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Packet Pg. 453 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.19- UTILITIES AND SERVICE SYSTEMS
Initial Study/Mitigated Negative Declaration
July 22, 2020
80
Storm Drainage Facilities
The eastern portion of the drainage system is proposed to drain easterly towards an underground
infiltration facility in the open space area. The 100-year storm runoff will then be infiltrated into
the ground. The western portion of the drainage system is proposed to drain westerly towards an
underground storage facility to be located in the open space area near the main entrance of the
subject site. Storm water will be detained in the underground storage facility for water quality
treatment and mitigation of 100-year storm runoff. The excess storm water will be discharged
through a bubbler structure on Ferree street which will cross the proposed cross gutter and surface
flow towards the existing catch basins on Laurelwood Drive.
Electric Power Facilities
The Project will connect to the existing Southern California Edison electrical distribution facilities
available in the vicinity of the Project site.
Natural Gas Facilities
The Project will connect to the existing Southern California Gas natural gas distribution facilities
available in the vicinity of the Project site.
Telecommunication Facilities
The Project will connect to the existing telecommunications facilities available in the vicinity of the
Project site.
Conclusion
The installation of the facilities at the locations as described above are evaluated throughout this
Initial Study. In instances where potentially significant impacts have been identified, mitigation
measures are required to reduce impacts to less‐than‐significant levels. Accordingly, additional
measures beyond those identified throughout this Initial Study would not be required.
3.19(b) Have sufficient water supplies available to serve the project and reasonably
foreseeable future development during normal, dry and multiple years?
Determination: Less Than Significant Impact.
Source: 2015 San Bernardino Valley Regional Urban Water Management Plan,
Impact Analysis
Water use for the Project was estimated by using the California Emissions Estimator Model
(CalEEMod). The model can be used to estimate water usage for analysis in CEQA documents. The
Project is estimated to have a water demand of 6.25 million gallons per year (or 17,123 gallons per
day).
The Project site would be served with potable water by the City of San Bernardino
Municipal Water Department (SBMWD) which obtains 100 percent of its water from the Bunker
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Packet Pg. 454 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.19- UTILITIES AND SERVICE SYSTEMS
Initial Study/Mitigated Negative Declaration
July 22, 2020
81
Hill Groundwater Basin. The Bunker Hill Groundwater Basin is a managed basin. SBMWD therefore
has the opportunity to develop additional wells and over-extract groundwater under specified
conditions contained in the stipulated judgment. The wells in general have provided a stable source
of water supply.
The UWMP Act requires urban water suppliers assess water supply reliability by comparing total
projected water use with the expected water supply over the next twenty years in five year
increments. The Act also requires an assessment of single-dry year and multiple-dry years. The
2015 San Bernardino Valley Regional Urban Water Management Plan (UWMP) summarizes the
water supply availability as follows:
Normal Water Year
The Normal/Average water year is a year in the historical sequence that most closely represents
median runoff levels and patterns. Table 10-23 of the UWMP demonstrates that SBMWD anticipates
adequate supplies for years 2020 to 2040 under normal conditions.
Single Dry Year
The single-dry year is generally the lowest annual runoff for a water source in the record. The
single-dry year may differ for various sources. In Table 10-24 of the UWMP, demands are assumed
to be 10 percent greater in a single-dry year than during a normal year. Table 10-24 demonstrates
the SBMWD anticipates adequate supplies for years 2020 to 2040 under single-dry year conditions.
Multiple-Dry Years
The multiple-dry year is generally the lowest annual runoff for a three year or more consecutive
period. The multiple-dry year period may differ for various sources. In Table 10-25 of the UWMP,
demands are assumed to be 10 percent greater in the first year of a multiple-dry year than during
an average year. During the second year of a multiple dry year period, demands are expected to be
the same as an average year due to conservation and public education efforts. During the third year
of a multiple dry year period, demands are expected to decrease 10 percent due to mandatory
conservation measures that would be enacted in year three of a multiple dry year period. Table 10-
25 demonstrates that SBMWD anticipates adequate supplies for years 2020 to 2040 under
multiple-dry year conditions.
Therefore, the proposed Project would have sufficient water supplies available to serve the Project
and impacts would be less than significant.
3.19(c) Result in a determination by the wastewater treatment provider, which serves or
may serve the project that it has adequate capacity to serve the project's projected
demand in addition to the provider's existing commitments?
Determination: No Impact.
Source: San Bernardino Municipal Water Department Sewer System Management Plan, September 10, 2019.
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Packet Pg. 455 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.19- UTILITIES AND SERVICE SYSTEMS
Initial Study/Mitigated Negative Declaration
July 22, 2020
82
Impact Analysis
Wastewater collection will be provided by San Bernardino Municipal Water Department’s (SMWD)
Water Reclamation Plant (WRP). The wastewater collection system conveys wastewater via
approximately 467 miles of gravity mains, a mile of force mains, and 15 lift stations. Currently, an
average wastewater flow rate of approximately 21 million gallons per day (MGD) is conveyed by
the SBMWD collection system, with approximately 12.8 MGD being generated within the SBMWD
service area. The collection system also conveys the flows of two satellite agencies (Loma Linda -
2.2 MGD and East Valley Water District – 6 MGD) to the Water Reclamation Plant (WRP) and the
Rapid Infiltration and Extraction (RIX) Facility for treatment.
Wastewater use for the Project was estimated by using the California Emissions Estimator Model
(CalEEMod). The model can be used to estimate wastewater usage for analysis in CEQA documents.
The Project is estimated to have an indoor water demand of 6.25 million gallons per year which
includes wastewater assuming that all the water is discharged to the sewer system.
The City’s collection system has sufficient capacity to handle peak dry-weather flows. Over the past
ten years, the City of San Bernardino has not experienced any capacity related sanitary sewer
overflows
Therefore, implementation of the proposed Project would not result in impacts related to
wastewater treatment provider capacity, and impacts would be less than significant.
3.19(d) Generate solid waste in excess of State or local standards, or in excess of the
capacity of local infrastructure, or otherwise impair the attainment of solid waste
reduction goals?
Determination: Less Than Significant Impact.
Source: CalRecycle Solid Waste Information System.
Construction Related Impacts
Waste generated during the construction phase of the Project would primarily consist of discarded
materials from the construction of streets, common areas, infrastructure installation, and other
Project-related construction activities. The California Green Building Standards Code (“CALGreen’),
requires all newly constructed buildings to prepare a Waste Management Plan and divert
construction waste through recycling and source reduction methods. The City of San Bernardino
Building and Safety Division reviews and approves all new construction projects required to submit
a Waste Management Plan. Mandatory compliance with CALGreen solid waste requirements will
ensure that construction waste impacts are less than significant.
Operational Related Impacts
The City of San Bernardino contracts its waste collection services with Burrtec Waste Industries.
Burrtec Waste Industries disposes waste at the West Valley Materials Recovery Facility in the City
of Fontana. This facility is permitted to receive up to 7,500 tons of solid waste on a daily basis.
The California Emissions Estimator Model (CalEEMod) is a statewide land use emissions computer
model designed to provide a uniform platform for government agencies to quantify potential air
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Packet Pg. 456 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.19- UTILITIES AND SERVICE SYSTEMS
Initial Study/Mitigated Negative Declaration
July 22, 2020
83
quality criteria pollutant emissions associated with both construction and operations from a variety
of land use projects. The model can also be used to estimate solid waste generation rates for various
types of land uses for analysis in CEQA documents. Waste disposal rates by land use and overall
composition of municipal solid waste in California is primarily based on CalRecycle data. Based on
solid waste generation usage obtained from CalEEMod, the Project would generate approximately
113 tons of solid waste per year (0.30 tons per day).
Based on the amount of waste generated by the Project vs. the capacity of the West Valley Materials
Recovery Facility, the Project is not anticipated to cause this landfill to exceed its maximum
permitted daily disposal volume.
Based on the above analysis, impacts are less than significant.
3.19(e) Comply with federal, state, and local management and reduction statutes and
regulations related to solid waste?
Determination: No Impact.
Source: County of San Bernardino Integrated Waste Management Plan, April 2018.
Impact Analysis.
The Integrated Waste Management Act of 1989 (known as AB 939 or the IWM Act) was passed by
the California Legislature. The IWM Act established a hierarchy of preferred waste management
practices: (l) Source Reduction, to reduce the amount of waste generated at its source; (2) Recycling
and Composting; and (3) Disposal. The disposal of waste must be cut by 25% by 1995, and by 50%
by 2000. Percentages are based on 1990 levels and adjusted for changes in population and
economic conditions.
According to the County of San Bernardino Integrated Waste Management Plan, each city is
responsible for its own integrated solid waste management planning, implementation, and
monitoring, as well as public information, budgeting, and enforcement.
Municipal Code Section 8.24 sets forth San Bernardino City law for the appropriate containment,
collection, and disposal of garbage, recyclable materials, organics waste and byproducts. The
Project is required to comply with the provisions of Municipal Code Section 8.24. As such, the
Project will comply with federal, state, and local management and reduction statutes and
regulations related to solid waste.
Based on the above analysis, there is no impact.
5.j
Packet Pg. 457 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.20- WILDFIRE
Initial Study/Mitigated Negative Declaration
July 22, 2020
84
3.20 WILDFIRE
WILDFIRE -- If located in or near state
responsibility areas or lands classified as very
high fire hazard severity zones, would the project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Substantially impair an adopted emergency
response plan or emergency evacuation plan?
▪
b) Due to slope, prevailing winds, and other factors,
exacerbate wildfire risks, and thereby expose project
occupants to, pollutant concentrations from a
wildfire or the uncontrolled spread of a wildfire?
▪
c) Require the installation or maintenance of
associated infrastructure (such as roads, fuel breaks,
emergency water sources, power lines or other
utilities) that may exacerbate fire risk or that may
result in temporary or ongoing impacts to the
environment?
▪
d) Expose people or structures to significant risks,
including downslope or downstream flooding or
landslides, as a result of runoff, post-fire slope
instability, or drainage changes?
▪
Determination: No Impact.
Sources: General Plan, Cal Fire.
Impact Analysis
a-d) According to General Plan Figure S-9- Fire Hazard Areas, the Project site is not located within a
high fire hazard area. Therefore the Project would not expose people or struc tures to a significant
risk of loss, injury, or death involving wildland fires and no impact would occur.
5.j
Packet Pg. 458 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.21- MANDATORY FINDINGS OF SIGNIFICANCE
Initial Study/Mitigated Negative Declaration
July 22, 2020
85
3.21 MANDATORY FINDINGS OF SIGNIFICANCE
Would the Project:
Potentially
Significant
Impact
Less than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a. Does the Project have the potential to
substantially degrade the quality of the
environment, substantially reduce the
habitat of a fish or wildlife species, cause
a fish or wildlife population to drop
below self-sustaining levels, threaten to
eliminate a plant or animal community,
substantially reduce the number or
restrict the range of a rare or endangered
plant or animal or eliminate important
examples of the major periods of
California history or prehistory?
▪
b. Does the Project have impacts that are
individually limited, but cumulatively
considerable? (“Cumulatively
considerable” means that the incremental
effects of a Project are considerable when
viewed in connection with the effects of
past projects, the effects of other current
projects, and the effects of probable
future projects)?
▪
c. Does the Project have environmental
effects, which will cause substantial
adverse effects on human beings, either
directly or indirectly?
▪
Impact Analysis
3.20(a) Does the Project have the potential to degrade the quality of the environment,
substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife
population to drop below self-sustaining levels, threaten to eliminate a plant or
animal community, reduce the number or restrict the range of a rare or
endangered plant or animal or eliminate important examples of the major perio ds
of California history or prehistory?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: This Initial Study Checklist.
Impact Analysis
In instances where potentially significant impacts have been identified, Mitigation Measures CR-1,
CR-2, GEO-1, TCR-1, and TCR-2 are required to reduce impacts to less than significant levels.
Therefore, the Project does not have impacts which would have the potential to degrade the quality
of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or
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Packet Pg. 459 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 3.21- MANDATORY FINDINGS OF SIGNIFICANCE
Initial Study/Mitigated Negative Declaration
July 22, 2020
86
wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal
community, reduce the number or restrict the range of a rare or endangered plant or animal or
eliminate important examples of the major periods of California history or prehistory.
3.19(b) Does the Project have impacts that are individually limited, but cumulatively
considerable? (“Cumulatively considerable” means that the incremental effects of a
Project are considerable when viewed in connection with the effects of past projects,
the effects of other current projects, and the effects of probable future projects)?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: This Initial Study Checklist.
Impact Analysis
In instances where potentially significant impacts have been identified, Mitigation Measures CR-1,
CR-2, GEO-1, NOI-1, TCR-1, and TCR-2 are required to reduce impacts to less than significant levels.
Therefore, Project does not have impacts that are cumulatively considerable.
3.19(c) Does the Project have environmental effects which would cause substantial adverse
effects on human beings, either directly or indirectly?
Determination: Less Than Significant Impact With Mitigation Incorporated.
Source: This Initial Study Checklist.
Impact Analysis
In instances where potentially significant impacts have been identified, Mitigation Measure NOI-1 is
required to reduce impacts to less than significant levels. Therefore, the Project does not have
impacts which would cause substantial adverse effects on human beings, either directly or
indirectly.
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Packet Pg. 460 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
Ferree Street PRD, TTM 20293 4.0 REFERENCES
Initial Study/Mitigated Negative Declaration
July 22, 2020
87
4.0 REFERENCES
California Office of Planning and Research, California Environmental Quality Act and the
CEQA Guidelines, as amended 2017.
San Bernardino, City of. San Bernardino General Plan. 2005.
San Bernardino, City of. Zoning Ordinance.
South Coast Air Quality Management District, Air Quality Management Plan, 2016.
U.S. Bureau of the Census, 2010
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Packet Pg. 461 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 : Warmington Homes Project (Ward 3))
M-1
MITIGATION MONITORING REPORTING PROGRAM
▪ General Plan Amendment 20-03 to change the General Plan Land Use Designation from Commercial General (CG-1) to Residential
Medium (RM).
▪ Development Code Amendment/Zoning Map Amendment 20-04 to change the Zoning District Classification from CG-1
(Commercial General) to Residential Medium (RM).
▪ Development Permit Type-P 20-02 to allow the development of the Planned Residential Development (PRD) consisting of 96
dwelling units.
▪ Subdivision 20-03 (Tentative Tract Map No. 20293) to allow the subdivision associated with the PRD.
MITIGATION MEASURES
RESPONSIBILITY
FOR IMPLEMENTATION
TIME FRAME/MILESTONE VERIFIED
BY:
CULTURAL RESOURCES
CR-1. Cultural Resources Discovery. In the event that cultural resources are
discovered during project activities, all work in the immediate vicinity of the find
(within a 60-foot buffer) shall cease and a qualified archaeologist meeting Secretary
of Interior standards shall be hired to assess the find. Work on the other portions of
the project outside of the buffered area may continue during this assessment period.
Additionally, the San Manuel Band of Mission Indians Cultural Resources
Department (SMBMI) shall be contacted, as detailed within TCR-1, regarding any
pre-contact finds and be provided information after the archaeologist makes his/her
initial assessment of the nature of the find, so as to provide Tribal inpu t with regards
to significance and treatment.
Planning Division
Land Development Division
In the event of discovery of
resources during grading
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Packet Pg. 462 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 :
M-2
MITIGATION MEASURES
RESPONSIBILITY
FOR IMPLEMENTATION
TIME FRAME/MILESTONE VERIFIED
BY:
CR-2. Monitoring and Treatment Plan. If significant pre-contact cultural resources, as
defined by CEQA, are discovered and avoidance cannot be ensured, the
archaeologist shall develop a Monitoring and Treatment Plan, the drafts of which
shall be provided to SMBMI for review and comment, as detailed within TCR -1. The
archaeologist shall monitor the remainder of the project and implement the Plan
accordingly.
Planning Division
Land Development Division
In the event of discovery of
resources during grading
GEOLOGY AND SOILS
GEO-1: Paleontological Monitoring. A qualified paleontologist (the “Project
Paleontologist”) shall be retained by the developer prior to the issuance of a grading
permit. The Project Paleontologist will be on-call to monitor ground-disturbing
activities and excavations ground-disturbing activities if excavation depth exceeds
approximately 5-10 feet below surface grade on the Project site. If paleontological
resources are encountered during implementation of the Project, ground -disturbing
activities will be temporarily redirected from the vicinity of the find. The Project
Paleontologist will be allowed to temporarily divert or redirect grading or excavation
activities in the vicinity to make an evaluation of the find. If the resource is
significant, Mitigation Measure GEO-2 shall apply.
Planning Division
Land Development Division
In the event of discovery of
resources during grading
GEO-2: Paleontological Treatment Plan. If a significant paleontological resource(s) is
discovered on the property, in consultation with the Project proponent and the City,
the qualified paleontologist shall develop a plan of mitigation which shall include
salvage excavation and removal of the find, removal of sediment from around the
specimen (in the laboratory), research to identify and categorize the find, curation in
the find a local qualified repository, and preparation of a report summarizing the
find.
Planning Division
Land Development Division
In the event of discovery of
resources during grading
MITIGATION MEASURE (MM)
PLANS, POLICIES, OR PROGRAMS (PPP)
PROJECT DESIGN FEATURES (PDF)
RESPONSIBILITY
FOR IMPLEMENTATION
TIME
FRAME/MILESTONE
VERIFIED
BY:
NOISE
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Packet Pg. 463 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 :
M-3
MITIGATION MEASURE (MM)
PLANS, POLICIES, OR PROGRAMS (PPP)
PROJECT DESIGN FEATURES (PDF)
RESPONSIBILITY
FOR IMPLEMENTATION
TIME
FRAME/MILESTONE
VERIFIED
BY:
NOI-1-Construction Noise Mitigation Notes on Grading Plan. Prior to the issuance of
a grading permit, the following notes shall be included on the grading plan:
“a) Haul truck deliveries shall be limited to between the hours of 6:00am to 8:00pm.
b) Construction contractors shall equip all construction equipment, fixed or mobile,
with properly operating and maintained mufflers, consistent with manufacturers’
standards.
c) All stationary construction equipment shall be placed in such a manner so that
emitted noise is directed away from any sensitive receptors adjacent to the Project
site.
d) Construction equipment staging areas shall be located the greatest distance
between the staging area and the nearest sensitive receptors.”
Land Development Division Prior to the issuance of a
grading permit
TRIBAL CULTURAL RESOURCES
TCR-1. Contact SMBMI if any Pre-contact Cultural Resources are Discovered.
The San Manuel Band of Mission Indians Cultural Resources Department
(SMBMI) shall be contacted, as detailed in Mitigation Measure CR-1, of any pre-
contact cultural resources discovered during project implementation, and be
provided information regarding the nature of the find, so as to provide Tribal
input with regards to significance and treatment. Should the find be deemed
significant, as defined by CEQA (as amended, 2015), a cultural resources
Monitoring and Treatment Plan shall be created by the archaeologist, in
coordination with SMBMI, and all subsequent finds shall be subject to this Plan.
This Plan shall allow for a monitor to be present that represents SMBMI for the
remainder of the project, should SMBMI elect to place a monitor on-site.
Land Development Division In the event of discovery of
resources during grading
TCR-2. Provide Cultural Documents to SMBMI. All archaeological/cultural documents
created as a part of the project (isolate records, site records, survey reports, testing
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Packet Pg. 464 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 :
M-4
MITIGATION MEASURE (MM)
PLANS, POLICIES, OR PROGRAMS (PPP)
PROJECT DESIGN FEATURES (PDF)
RESPONSIBILITY
FOR IMPLEMENTATION
TIME
FRAME/MILESTONE
VERIFIED
BY:
reports, etc.) shall be supplied to the applicant and Lead Agency for dissemination to
SMBMI.
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Packet Pg. 465 Attachment: Attachment No. 10 - Initial Study/Mitigated Negative Declaration, dated July 22, 2020 (6957 :
CALIFORNIA NEWSPAPER SERVICE BUREAU
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invoice.
NOTICE OF PUBLIC HEARING
Notice is hereby given that the City
of San Bernardino Mayor and City
Council will hold a public hearing on
Wednesday,Novembe r 4,2020 at
7:00 p.m.,Web Conference via
Zoom,San Bernardino,California
92410,on the following item(s):
APPEA L 20-03 FOR
DEVE LOPMENT PERMIT TYPE-
P 20-04 -An appeal to amend
Condition of Approval No.6 for
Development Permit Type-P 20-04 to
allow vinyl fencing for interior/side
yards within previously approved
Tract Map 20006 comprised of 119
single-family residences.The
project site is located on the
southeast corner of W.Little League
Drive and N.Magnolia Avenue
(APN:0261-181-16 and 17),within the
Rancho Palma Specific Plan (SP-
RP)zone.
Environmental Determination:
Categorically Exempt,pursuant to
§15061(b)(3)(Review of Exemption)
of the State CEQA Guidelines.
Owner/Applicant:TH Rancho
Palma,LLC
General Plan Amendment 20-03,
Develop ment Code Amend ment
(Zoning Map Amendmen t)20-04,
Develop ment Permi t Type-P 20-02
and Su bdi vision 20-03 (Tent ative
Tract M ap 20293)---A request to
allow the change of the General Plan
Land Use Designation from
Commercial to Multiple-Family
Residential and the Zoning District
Classification from Commercial
General (CG-1)to Residential
Medium (RM)of a parcel containing
approximately 9.60 acres;and allow
the development and establishment
of a Planned Residential
Development comprised of 96
detached single-family residences
and the corresponding Tentative
Tract Map 20293.The project site is
located on the east side of S.Ferree
Street (APN:0281-161-48),south of
the terminus of E.Laurelwood
Drive.
Environmental Determination:
Mitigated Negative Declaration,
pursuant to §15074 (Adoption of a
Mitigated Negative Declaration)of
the State CEQA Guidelines
Owner:ICO Fund VI
Applicant:Warmington Residential
The Mayor and City Council of the
City of San Bernardino welcomes
your participation in evaluating
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these items.The Mayor and City
Council will review the proposal and
will consider the proposed
environmental determination in
making its decisions.The public is
welcome to speak at the public
hearing or to submit written
comments prior to the hearing.For
more information,please contact
the Community and Economic
Development Department at City
Hall,or by phone at (909)384-7272.
If you challenge the resultant action
of the Mayor and City Council in
court,you may be limited to raising
only those issues you or someone
else raised at the public hearing
described in this notice,or in written
correspondence delivered to the City
Planning Division at,or prior to,the
public hearing.
10/23/20
SBS-3409466#
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Warmington Homes Project
General Plan Amendment 20-03, Development Code
Amendment (Zoning Map Amendment) 20-04,
Development Permit Type-P 20-02 and Subdivision 20-03
(Tentative Tract Map 20293)
Presented by Oliver Mujica, Planning Division Manager
Community and Economic Development Department
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Proposed Project:
Change the General Plan Land Use Designation from Commercial to
Multiple-Family Residential
Change the Zoning District Classification from Commercial General (CG-1)
to Residential Medium (RM)
Planned Residential Development (96 single-family residences)
9.60 Acres
S. Ferree Street, south of E. Laurelwood Drive
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Existing Site: 5.l
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Elevations: 5.l
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Recommendation:
Adopt Resolution No. 2020-265 adopting the Mitigated Negative Declaration and
Mitigation Monitoring and Reporting Program, and approving General Plan
Amendment 20-03; and
Introduce for first reading, Ordinance No. MC-1549 of the Mayor and City Council of
the City of San Bernardino, California, approving Development Code Amendment
(Zoning Map Amendment) 20-04; and
Adopt Resolution No. 2020-266 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Permit Type-P 20-02 and Subdivision
20-03 (Tentative Tract Map 20293); and
Schedule the second reading of the above Ordinance to the regularly scheduled
meeting of the Mayor and City Council on November 18, 2020.
The Mayor and City Council:
1.
2.
3.
4.
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Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Jim Slobojan, Acting Finance Director
Subject: Monthly Investment Portfolio Report for September 2020 (All
Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, accept and file the Monthly Investment Portfolio Report for September 2020.
Background
The City’s Statement of Investment Policy requires that a monthly Investment Portfolio
Report be prepared and submitted to the Mayor and City Council. The Director of
Finance will prepare, review, and present the City’s Investment Portfolio Report and
confirm that the portfolio is in compliance with the City’s Investment Policy.
Discussion
The Investment Portfolio Report provides a synopsis of investment activity for the City’s
investment portfolio for the month ended September 30, 2020.
The City’s Investment Portfolio is in full compliance with the City’s current Investment
Policy and California Government Code Section 53601, and there is sufficient cash flow
from a combination of liquid and maturing securities, bank deposits, and income to meet
the City’s expenditure requirements.
2020-2025 Key Strategic Targets and Goals
The acceptance and filing of the attached Investment Portfolio Report aligns with Key
Target No. 1: Financial Stability by Implementing and maintaining and updating a fiscal
accountability plan.
Fiscal Impact
None
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, accept and file the Monthly Investment Portfolio Report for September 2020.
6
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Attachments
Attachment 1 Investment Portfolio Management Summary Report
Ward: All
Synopsis of Previous Council Actions: None
6
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6.aPacket Pg. 490Attachment: Attachment 1 - FN. Investment Portfolio Report September 2020. (6946 : Monthly Investment
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Page 1
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
September 30, 2020
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
CITY OF SAN BERNARDINO
Days to
MaturityMoody'sCUSIPInvestment #
Purchase
Date
State Local Agency Investment Fund
0.676LOCAL AGENCY INVESTMENT FUND10001 30,479,750.07 30,479,750.07 0.68530,479,750.07SYS 1
30,479,750.0730,479,750.0730,479,750.0727,679,750.07Subtotal and Average 0.676 1
Managed Pool Accounts
0.681CALTRUST GOVT INVESTMENT FUND20008 1,779.29 1,779.29 0.6901,779.2920008 1
1,779.291,779.291,779.291,780.02Subtotal and Average 0.681 1
Corporate Notes
1.908AMERICAN HONDA FINANCE CORP30559 1,000,000.00 1,000,391.25 05/10/20231.95001/10/2020 1,035,170.00 A02665WDH1 951
1.732APPLE INC30554 1,000,000.00 998,933.40 09/11/20221.70012/10/2019 1,027,080.00 Aaa037833DL1 710
1.800APPLE INC30561 1,000,000.00 999,054.47 09/11/20241.80001/24/2020 1,046,560.00 Aa037833DM9 1,441
2.152BANK OF AMERICA CORPORATION30549 1,000,000.00 1,000,000.00 10/30/20222.10010/30/2019 992,440.00 Aa06048WD72 759
1.904BANK OF NEW YORK MELLON CORP30547C 2,000,000.00 2,014,850.00 08/16/20232.20010/16/2019 2,097,660.00 Aaa06406FAD5 1,049
1.180JOHNSON & JOHNSON30570 1,000,000.00 1,001,872.91 03/01/20211.65003/03/2020 1,004,950.00 Aaa478160BS2 151
2.268J.P. MORGAN CHASE & CO30551 1,000,000.00 1,000,000.00 12/23/20242.30012/23/2019 999,360.00 Aaa48128GN97 1,544
1.036J.P. MORGAN CHASE & CO30582 1,000,000.00 1,000,000.00 06/23/20251.05006/23/2020 999,840.00 Aaa48128GU40 1,726
0.789J.P. MORGAN CHASE & CO30595 1,000,000.00 1,000,000.00 08/18/20250.80008/18/2020 993,440.00 Aaa48128GV56 1,782
1.731CHARLES SCHWAB CORP30563 1,064,000.00 1,085,410.62 01/25/20232.65001/27/2020 1,115,593.36 Aa808513AT2 846
2.096TOYOTA MOTOR CREDIT CORP30548 1,000,000.00 1,000,000.00 10/22/20242.12510/22/2019 1,009,900.00 Aaa89236TGN9 1,482
12,100,512.6512,321,993.3612,064,000.0012,101,248.28Subtotal and Average 1.709 1,122
Federal Agency Issues - Coupon
1.726FEDERAL FARM CREDIT BANK30536 1,000,000.00 1,000,000.00 10/26/20201.75010/26/2017 1,001,190.00 Aaa3133EHJ95 25
1.567FEDERAL FARM CREDIT BANK30555 2,000,000.00 2,012,258.46 12/13/20212.11012/31/2019 2,047,020.00 Aaa3133EH2T9 438
1.612FEDERAL FARM CREDIT BANK30564 1,000,000.00 999,213.16 02/10/20231.60002/11/2020 1,004,390.00 Aaa3133ELMD3 862
0.572FEDERAL FARM CREDIT BANK30573 1,000,000.00 1,000,000.00 06/03/20240.58006/03/2020 1,001,580.00 Aaa3133ELE67 1,341
0.721FEDERAL FARM CREDIT BANK30579 1,000,000.00 999,530.34 02/20/20250.72006/19/2020 991,840.00 Aaa3133ELA46 1,603
1.781FEDERAL HOME LOAN BANK30522 1,000,000.00 999,433.27 12/24/20201.55001/09/2017 1,003,120.00 Aaa313381P25 84
1.913FEDERAL HOME LOAN BANK30523 1,000,000.00 999,230.39 11/29/20211.87501/19/2017 1,019,980.00 Aaa3130AABG2 424
1.926FEDERAL HOME LOAN BANK30528 1,000,000.00 999,144.07 11/29/20211.87502/14/2017 1,019,980.00 Aaa3130AABG2 424
1.672FEDERAL HOME LOAN BANK30534 1,000,000.00 1,000,272.29 04/07/20211.75006/14/2017 1,008,710.00 Aaa3130AB5A0 188
1.687FEDERAL HOME LOAN BANK30535 1,000,000.00 1,001,102.17 06/11/20211.87506/22/2017 1,012,140.00 Aaa313379RB7 253
2.836FEDERAL HOME LOAN BANK30540C 1,000,000.00 1,000,000.00 01/29/20242.87501/29/2019 1,008,070.00 Aaa3130AFRQ2 1,215
1.726FEDERAL HOME LOAN BANK30565 2,000,000.00 2,000,000.00 02/12/20251.75002/12/2020 1,980,000.00 Aaa3130AJ5F2 1,595
1.529FEDERAL HOME LOAN BANK30566 1,000,000.00 1,000,000.00 03/25/20241.55003/25/2020 995,730.00 Aaa3130AJAX7 1,271
1.341FEDERAL HOME LOAN MORTGAGE CRP30518 1,000,000.00 998,039.70 08/12/20211.12511/07/2016 1,008,470.00 Aaa3137EAEC9 315
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Par Value Book Value
Maturity
Date
Stated
RateMarket Value
September 30, 2020
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
CITY OF SAN BERNARDINO
Days to
MaturityMoody'sCUSIPInvestment #
Purchase
Date
Federal Agency Issues - Coupon
1.978FEDERAL HOME LOAN MORTGAGE CRP30525C 425,000.00 424,971.90 01/26/20222.00001/30/2017 434,656.00 Aaa3134GAU44 482
2.096FEDERAL HOME LOAN MORTGAGE CRP30529C 1,000,000.00 1,000,000.00 02/28/20222.12502/28/2017 1,028,050.00 Aaa3134GA5T7 515
1.973FEDERAL HOME LOAN MORTGAGE CRP30530C 1,000,000.00 1,000,000.00 09/16/20212.00003/16/2017 1,017,910.00 Aaa3134GA5C4 350
1.933FEDERAL HOME LOAN MORTGAGE CRP30531 1,000,000.00 999,331.58 07/26/20211.87503/06/2017 1,014,240.00 Aaa3134G9M20 298
2.042FEDERAL HOME LOAN MORTGAGE CRP30537C 1,000,000.00 998,947.20 04/26/20222.00011/06/2017 1,029,280.00 Aaa3134GBP55 572
0.444FEDERAL HOME LOAN MORTGAGE CRP30576 1,000,000.00 1,000,000.00 06/01/20230.45006/01/2020 1,000,370.00 Aaa3134GVB72 973
0.414FEDERAL HOME LOAN MORTGAGE CRP30577 1,000,000.00 1,000,000.00 03/17/20230.42006/17/2020 1,000,350.00 Aaa3134GVQ50 897
0.444FEDERAL HOME LOAN MORTGAGE CRP30578 1,000,000.00 1,000,000.00 12/29/20230.45006/29/2020 1,000,070.00 Aaa3134GVS82 1,184
0.641FEDERAL HOME LOAN MORTGAGE CRP30581 1,000,000.00 1,000,000.00 06/30/20250.65006/30/2020 1,000,870.00 Aaa3134GVT99 1,733
0.493FEDERAL HOME LOAN MORTGAGE CRP30583 1,000,000.00 1,000,000.00 03/28/20240.50006/29/2020 999,440.00 Aaa3134GV3T3 1,274
0.444FEDERAL HOME LOAN MORTGAGE CRP30584 1,000,000.00 1,000,000.00 07/22/20240.45007/22/2020 997,850.00 Aaa3134GWCB0 1,390
0.395FEDERAL HOME LOAN MORTGAGE CRP30586 1,000,000.00 1,000,000.00 10/23/20230.40007/23/2020 1,001,480.00 Aaa3134GV6D5 1,117
0.493FEDERAL HOME LOAN MORTGAGE CRP30587 1,000,000.00 1,000,000.00 10/30/20240.50007/30/2020 998,400.00 Aaa3134GWDX1 1,490
0.247FEDERAL HOME LOAN MORTGAGE CRP30590 1,000,000.00 1,000,000.00 11/03/20220.25008/03/2020 999,860.00 Aaa3134GWHD1 763
0.321FEDERAL HOME LOAN MORTGAGE CRP30591 1,000,000.00 1,000,000.00 02/03/20230.32508/03/2020 998,840.00 Aaa3134GWGL4 855
0.360FEDERAL HOME LOAN MORTGAGE CRP30592 1,000,000.00 1,000,294.82 07/28/20230.37507/30/2020 1,000,120.00 Aaa3134GWDL7 1,030
0.335FEDERAL HOME LOAN MORTGAGE CRP30593 1,000,000.00 1,000,000.00 04/21/20230.34007/30/2020 999,190.00 Aaa3134GV7M4 932
0.404FEDERAL HOME LOAN MORTGAGE CRP30594 1,000,000.00 1,000,000.00 05/13/20240.41008/13/2020 997,210.00 Aaa3134GWHR0 1,320
1.332FEDERAL NATIONAL MORTGAGE ASSO30512C 1,000,000.00 1,000,000.00 03/29/20211.35009/29/2016 1,005,910.00 Aaa3136G4BD4 179
1.411FEDERAL NATIONAL MORTGAGE ASSO30513 1,000,000.00 999,415.05 10/07/20211.37510/13/2016 1,012,370.00 Aaa3135GOQ89 371
1.401FEDERAL NATIONAL MORTGAGE ASSO30515 1,000,000.00 999,556.93 10/07/20211.37510/31/2016 1,012,370.00 Aaa3135G0Q89 371
1.341FEDERAL NATIONAL MORTGAGE ASSO30517 1,000,000.00 1,000,108.80 10/07/20211.37511/03/2016 1,012,370.00 Aaa3135GOQ89 371
1.716FEDERAL NATIONAL MORTGAGE ASSO30519 1,000,000.00 996,456.10 10/07/20211.37511/18/2016 1,012,370.00 Aaa3135G0Q89 371
1.946FEDERAL NATIONAL MORTGAGE ASSO30524 1,000,000.00 1,000,321.01 01/05/20222.00001/23/2017 1,023,840.00 Aaa3135G0S38 461
1.994FEDERAL NATIONAL MORTGAGE ASSO30526 1,000,000.00 999,743.94 01/05/20222.00002/02/2017 1,023,840.00 Aaa3135G0S38 461
2.014FEDERAL NATIONAL MORTGAGE ASSO30532 1,000,000.00 999,496.02 01/05/20222.00003/02/2017 1,023,840.00 Aaa3135G0S38 461
2.140FEDERAL NATIONAL MORTGAGE ASSO30533C 1,000,000.00 1,000,000.00 03/29/20222.17003/29/2017 1,030,480.00 Aaa3136G4MQ3 544
0.513FEDERAL NATIONAL MORTGAGE ASSO30580 1,000,000.00 1,000,000.00 12/22/20230.52006/22/2020 1,000,400.00 Aaa3136G4XE8 1,177
0.592FEDERAL NATIONAL MORTGAGE ASSO30585 1,000,000.00 1,000,000.00 07/22/20250.60007/22/2020 999,380.00 Aaa3136G4ZF3 1,755
0.641FEDERAL NATIONAL MORTGAGE ASSO30588 1,000,000.00 1,000,000.00 08/14/20250.65008/14/2020 997,680.00 Aaa3136G4C43 1,778
0.335FEDERAL NATIONAL MORTGAGE ASSO30589 1,000,000.00 1,000,000.00 08/18/20230.34008/18/2020 997,520.00 Aaa3136G4F99 1,051
46,426,867.2046,772,776.0046,425,000.0049,626,865.22Subtotal and Average 1.241 825
Supranationals
1.726INTL BK RECON & DEVELOPMENT30562 1,000,000.00 1,000,000.00 01/27/20231.75001/27/2020 1,004,150.00 Aaa45905U5U4 848
1.913INTL BK RECON & DEVELOPMENT30569 1,000,000.00 1,004,505.47 01/28/20252.05003/03/2020 1,004,500.00 Aaa459058HV8 1,580
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Par Value Book Value
Maturity
Date
Stated
RateMarket Value
September 30, 2020
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
CITY OF SAN BERNARDINO
Days to
MaturityMoody'sCUSIPInvestment #
Purchase
Date
2,004,505.472,008,650.002,000,000.002,004,546.82Subtotal and Average 1.820 1,215
Treasury Securities - Coupon
1.919U.S. TREASURY40001C 1,000,000.00 1,000,473.10 08/31/20212.00002/21/2017 1,017,070.00 Aaa912828D72 334
2.348U.S. TREASURY40002 1,000,000.00 998,967.64 07/31/20212.25002/12/2018 1,017,700.00 Aaa912828WY2 303
2.510U.S. TREASURY40003 1,000,000.00 997,658.52 07/31/20212.25006/04/2018 1,017,700.00 Aaa912828WY2 303
2.584U.S. TREASURY40004 1,000,000.00 998,934.31 03/15/20212.37506/25/2018 1,010,310.00 Aaa9128284B3 165
3,996,033.574,062,780.004,000,000.003,995,799.00Subtotal and Average 2.340 276
Certificates of Deposit
1.7261ST TECHNOLOGY FEDERAL CREDIT80034 248,000.00 248,000.00 06/30/20211.75006/30/2016 250,740.2833715LAD2 272
2.022AMERICAN EXPRESS CENTURION BK80038 247,000.00 247,000.00 12/01/20212.05012/01/2016 252,006.6702587DM70 426
2.170BMW BANK80041 247,000.00 247,000.00 02/24/20222.20002/24/2017 253,608.4405580AGK4 511
2.614CAPITAL ONE NATIONAL ASSOC80054 247,000.00 247,000.00 05/30/20242.65005/30/2019 268,772.1114042RLW9 1,337
2.860CITI BANK SALT LAKE CITY UTAH80043 246,000.00 246,000.00 05/24/20212.90005/23/2018 250,245.5717312QM22 235
2.712COMENITY CAPITAL BANK80052 249,000.00 249,000.00 04/15/20242.75004/29/2019 271,181.2220033AU61 1,292
2.416EAGLE BANK80053 249,000.00 249,000.00 05/24/20222.45005/24/2019 258,011.0627002YEP7 600
3.107GOLDMAN SACHS GROUP INC.80046 245,000.00 245,000.00 01/17/20233.15001/16/2019 261,665.3738148P4B0 838
2.910MEDALLION BANK80044 249,000.00 249,000.00 06/04/20212.95006/04/2018 253,561.7358404DCA7 246
2.860MORGAN STANLEY BANK80042 246,000.00 246,000.00 05/10/20212.90005/10/2018 249,993.9861747MX63 221
3.008MORGAN STANLEY PRIVATE BANK80048 246,000.00 246,000.00 01/31/20243.05001/31/2019 269,155.9661760AVF3 1,217
2.564MORGAN STANLEY PRIVATE BANK80055 247,000.00 247,000.00 06/13/20242.60006/13/2019 268,537.5661760AG52 1,351
2.712NORTHWESTERN BANK80049 245,000.00 245,000.00 02/13/20232.75002/13/2019 259,845.80668015AL4 865
2.712OXFORD BANK & TRUST80051 245,000.00 245,000.00 06/28/20222.75002/28/2019 255,729.5869140WAS4 635
2.022STEARNS BANK80039 249,000.00 249,000.00 01/13/20222.05001/13/2017 254,595.03857894SK6 469
1.677SYNCHRONY BANK80036 247,000.00 247,000.00 10/21/20211.70010/21/2016 250,538.5587165FNC4 385
2.959TIAA FSB80050 245,000.00 245,000.00 02/22/20243.00002/22/2019 268,083.4387270LBU6 1,239
2.959UBS FINANCE COMMERCIAL PAPER80045 249,000.00 249,000.00 06/14/20213.00006/13/2018 253,834.9890348JCU2 256
2.022WASHINGTON FIRST BK RESTON80040 247,000.00 247,000.00 02/23/20222.05002/23/2017 253,071.26940727AH3 510
3.156WELLS FARGO BK NA80047 500,000.00 500,000.00 01/18/20243.20001/18/2019 549,212.85949763WU6 1,204
1.726WELLS FARGO BANK80033 249,000.00 249,000.00 06/17/20211.75006/17/2016 251,645.979497485W3 259
5,442,000.005,704,037.405,442,000.005,442,000.00Subtotal and Average 2.548 708
Money Market Funds
0.010WELLS FARGO GOVT MONEY MARKET20002 3,144,655.63 3,144,655.63 0.0103,144,655.63SYS20002 1
3,144,655.633,144,655.633,144,655.633,204,172.59Subtotal and Average 0.010 1
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Par Value Book Value
Stated
RateMarket Value
September 30, 2020
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
CITY OF SAN BERNARDINO
Days to
MaturityMoody'sCUSIPInvestment #
Purchase
Date
104,056,161.99 103,557,184.99 1.214 573104,496,421.75 103,596,103.88Total and Average
Portfolio CITY
AP
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Packet Pg. 494 Attachment: Attachment 1 - FN. Investment Portfolio Report September 2020. (6946 : Monthly Investment
YTM
360
Page 5
Par Value Book Value
Stated
RateMarket Value
September 30, 2020
Portfolio Details - Cash
Average
BalanceIssuer
Portfolio Management
CITY OF SAN BERNARDINO
Days to
MaturityMoody'sCUSIPInvestment #
Purchase
Date
0.00
104,056,161.99 103,557,184.99 1.214 573
0
3,335.00
3,335.00
3,335.00
3,335.00
Subtotal
Accrued Interest at PurchaseAverage Balance
104,499,756.75 103,599,438.88Total Cash and Investments
Portfolio CITY
AP
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Packet Pg. 495 Attachment: Attachment 1 - FN. Investment Portfolio Report September 2020. (6946 : Monthly Investment
Page 1
Stated
Rate
Transaction
Date
September 1, 2020 through September 30, 2020
Activity By Type
Balance
Portfolio Management
CITY OF SAN BERNARDINO
CUSIP Investment #Issuer
Purchases
or Deposits
Redemptions
or Withdrawals
State Local Agency Investment Fund (Monthly Summary)
LOCAL AGENCY INVESTMENT FUND10001 7,000,000.000.685 6,000,000.00SYS
6,000,000.00 30,479,750.07Subtotal7,000,000.00
Managed Pool Accounts (Monthly Summary)
CALTRUST GOVT INVESTMENT FUND20008 -0.750.690 0.0020008
0.00 1,779.29Subtotal-0.75
Corporate Notes
12,100,512.65Subtotal
Federal Agency Issues - Coupon
FEDERAL FARM CREDIT BANK30574 0.000.670 09/25/2020 1,000,000.003133ELE59
FEDERAL FARM CREDIT BANK30575 0.000.670 09/25/2020 1,000,000.003133ELE59
FEDERAL HOME LOAN BANK30516 0.001.375 09/11/2020 1,000,000.00313380WG8
FEDERAL HOME LOAN BANK30539 0.002.875 09/11/2020 1,000,000.00313370US5
FEDERAL NATIONAL MORTGAGE ASSO30510C 0.001.270 09/29/2020 1,000,000.003136G37C3
5,000,000.00 46,426,867.20Subtotal0.00
Supranationals
2,004,505.47Subtotal
Treasury Securities - Coupon
3,996,033.57Subtotal
Certificates of Deposit
5,442,000.00Subtotal
Money Market Funds (Monthly Summary)
WELLS FARGO GOVT MONEY MARKET20002 7,290,281.160.010 9,123,086.49SYS20002
9,123,086.49 3,144,655.63Subtotal7,290,281.16
103,596,103.88Total20,123,086.4914,290,280.41
Portfolio CITY
AP
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Report Ver. 7.3.3b
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Page 1
September 2019 through September 2020
Activity Summary
Month
Portfolio Management
End Year
Number of
Securities
Total
Invested
360
Equivalent
365
Equivalent
Managed
Pool
Rate
Average
Term
Average
Days to Maturity
CITY OF SAN BERNARDINO
Number
of Investments
Purchased
Number
of Investments
Redeemed
Yield to Maturity
94,603,560.06September201969 795 3441.971 1.998 2.280 0 4
91,198,209.04October201976 960 4741.957 1.985 2.190 7 0
96,737,190.19November201974 869 4301.945 1.972 2.103 0 2
104,414,539.79December201978 846 4521.942 1.969 2.043 6 2
116,512,135.33January202085 826 4561.903 1.929 1.967 7 0
123,735,583.62February202088 831 4671.870 1.896 1.912 3 0
117,383,961.74March202092 898 5271.760 1.784 1.730 6 2
116,849,030.14April202084 799 4311.720 1.744 1.648 0 8
138,861,091.34May202081 650 3401.523 1.544 1.363 0 3
136,635,240.56June202083 712 4051.432 1.452 1.217 11 9
114,967,808.06July202087 905 5251.310 1.328 0.920 6 2
109,430,118.52August202091 994 5871.247 1.265 0.860 6 2
103,596,103.88September202086 986 5731.214 1.231 0.685 0 5
Average 112,686,505.56 1.677%1.700%1.609 4 3 852 46283
Portfolio CITY
AP
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Packet Pg. 497 Attachment: Attachment 1 - FN. Investment Portfolio Report September 2020. (6946 : Monthly Investment
Page 1
September 30, 2020
Interest Earnings Summary
Month EndingSeptember 30 Fiscal Year To Date
Portfolio Management
CITY OF SAN BERNARDINO
CD/Coupon/Discount Investments:
111,367.18Interest Collected
Plus Accrued Interest at End of Period
Less Accrued Interest at Beginning of Period
218,810.18
( 237,648.99)
356,976.95
218,810.18
( 289,879.23)
Less Accrued Interest at Purchase During Period ( 0.00)( 0.00)
Interest Earned during Period
Adjusted by Premiums and Discounts
Adjusted by Capital Gains or Losses
Earnings during Periods
92,528.37
-1,208.56
0.00
285,907.90
-4,118.83
0.00
91,319.81 281,789.07
Pass Through Securities:
0.00Interest Collected
Plus Accrued Interest at End of Period
Less Accrued Interest at Beginning of Period
0.00
( 0.00)
0.00
0.00
( 0.00)
Less Accrued Interest at Purchase During Period ( 0.00)( 0.00)
Interest Earned during Period
Adjusted by Premiums and Discounts
Adjusted by Capital Gains or Losses
Earnings during Periods
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00
Cash/Checking Accounts:
24.12Interest Collected
Plus Accrued Interest at End of Period
Less Accrued Interest at Beginning of Period
533,480.65
( 514,058.08)
199,060.79
533,480.65
( 630,233.71)
Interest Earned during Period 19,446.69 102,307.73
Total Interest Earned during Period
Total Adjustments from Premiums and Discounts
Total Capital Gains or Losses
Total Earnings during Period
111,975.06
-1,208.56
0.00
388,215.63
-4,118.83
0.00
110,766.50 384,096.80
Portfolio CITY
AP
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Report Ver. 7.3.3b
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Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Jim Slobojan, Acting Finance Director
Subject: Approval of Commercial and Payroll Disbursements (All
Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California approve the commercial and payroll disbursements for October 2020.
Background
Completed commercial and payroll disbursement registers are submitted to the Mayor
and City Council for approval. This happens on a regular basis, typically every meeting
for the most recently completed disbursement registers.
The detailed warrant registers are available on the City Website, and are updated weekly
by the Finance Department. The registers may be accessed by copying the following link
into an internet browser: <http://sbcity.org/cityhall/finance/warrant_register.asp>
Discussion
Gross Payroll
Bi-Weekly for October 15, 2020 $2,173,525.34
Monthly for October 15, 2020 11,666.69
Total Payroll Demands: $2,185,192.03
The following check registers are being presented for approval:
October 1, 2020 2020/21 (Register #15)$1,565,038.99
October 8, 2020 2020/21 (Register #16)947,598.43
October 15, 2020 2020/21 (Register #17)894,816.56
Total commercial check demands:$3,407,453.98
The following Electronic Funds Transfer (EFT) registers presented for approval:
September 28, 2020 2020/21 (Register #986)32,510.40
Total commercial EFT demands:$32,510.40
2020-2025 Key Strategic Targets and Goals
Approval of the noted check and EFT registers for commercial and payroll
disbursements align with Key Target No. 1: Financial Stability by creating a framework
7
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for spending decisions.
Fiscal Impact
Amounts noted in the disbursement registers have no further fiscal impact. Amounts
were paid consistent with existing budget authorization and no further budgetary impact
is required.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino
approve the commercial and payroll disbursements for October 2020.
Attachments
Attachment 1 Payroll checks for October 2020
Attachment 2 Commercial checks for Registers #15
Attachment 3 Commercial checks for Registers #16
Attachment 4 Commercial checks for Registers #17
Attachment 5 Commercial EFT Registers #986
7
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7.b
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7.b
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7.b
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7.c
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7.c
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7.c
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7.c
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7.c
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7.c
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7.c
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7.c
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7.c
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.d
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7.e
Packet Pg. 555 Attachment: Attachment No. 5 - FN. EFT Register #986. (6955 : Approval of Commercial and Payroll
7.e
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Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Michael Huntley, Director of Community & Economic
Development
Subject: Subordination of Deed of Trust Re: 6427 Briarwood Court
(Ward 5)
Recommendation
Adopt a Resolution No. 2020-268 of the Mayor and City Council of the City of San
Bernardino, California, acting as the Successor Housing Agency to the Redevelopme nt
Agency of the City of San Bernardino approving a Subordination of a Deed of Trust in
connection with a refinancing of the Senior Mortgage Relating to real property located at
6427 Briarwood Court, San Bernardino, California.
Background
On October 17, 1994, the Community Development Commission of the City of San
Bernardino (“Commission”) approved Resolution 5409, establishing the Mortgage
Assistance Program, subsequently renamed the Homebuyer Assistance Program,
which made available a limited number of deferred payment (principal and interest)
second mortgages. This Program was designed to provide income -qualified families
with down payment/closing cost monies necessary to secure financing towards the
purchase of single-family detached homes in the City and provided an additional
avenue for the former Redevelopment Agency of the City of San Bernardino (“Agency”)
to ensure the availability of affordable housing to income -qualified home buyers in the
community.
On January 9, 2012, the Mayor and Common Coun cil adopted Resolution 2012-12
confirming that the City of San Bernardino would serve as the “Successor Agency” to
the former Agency, in accordance with AB1X 26. On January 23, 2012, the Mayor and
City Council adopted Resolution 2012-19 further confirming that the City would serve as
the “Successor Housing Agency” to the former Redevelopment Agency and perform the
housing functions previously performed by the Agency.
Discussion
The Homebuyer Assistance Program allows program participants to refinance thei r
mortgage only to lower the interest rate and/or term. Should the homeowner request to
“cash out” the property’s equity the subordination request would be denied and the
Agency loan would become due.
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The owner for the property located at 6427 Briarwoo d Court received down payment
assistance and is now requesting to refinance their existing first mortgage. The owner of
the property listed above has submitted a subordination request to Successor Housing
Agency staff and the application has been reviewed and approved. To proceed with
the refinancing, the new lender and title company require the Agency’s deed of trust to
be expressly subordinated to the new first deed of trust. Therefore, staff requests that
the City Manager, or her designee, be authorized to sign and cause to be recorded the
subordination agreement and associated documents which will allow the property owner
to refinance their first mortgage.
2020-2025 Key Strategic Targets and Goals
Adoption of the attached resolution aligns with Key S trategic Target No. 3: Improved
Quality of Life. Refinancing supports homeownership and sustains neighborhoods
throughout the City.
Fiscal Impact
There is no fiscal impact to the General Fund since the staff processing the request is
funded by the Recognized Obligation Payment Scheduled (ROPS).
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, acting as the Successor Housing Agency to the Redevelopment Agency of
the City of San Bernardino, adopt Resolution No. 2020-268, approving the
Subordination of a Deed of Trust in connection with a refinancing of the Senior
Mortgage relating to real property located at 6427 Briarwood Court, San Bernardino,
California.
Attachments
Attachment 1 Resolution No. 2020-268
Attachment 2 Subordination Agreement for 6427 Briarwood Court
Ward: 5
Synopsis of Previous Council Actions:
January 23, 2012 Mayor and City Council adopted Resolution 2012 -19 further
confirming that the City would serve as the “Successor Housing
Agency” to the former Redevelopment Agency and perform the
housing functions previously performed by the Agency.
8
Packet Pg. 558
RESOLUTION NO. 2020-268
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA, ACTING
AS THE SUCCESSOR HOUSING AGENCY TO THE
REDEVELOPMENT AGENCY OF THE CITY OF SAN
BERNARDINO APPROVING THE SUBORDINATION OF A
DEED OF TRUST IN CONNECTION WITH A REFINANCING
OF THE SENIOR MORTGAGE RELATING TO REAL
PROPERTY LOCATED AT 6427 BRIARWOOD COURT, SAN
BERNARDINO, CALIFORNIA
WHEREAS, on January 9, 2012, the Mayor and City Council of the City of San
Bernardino, California, (“Council”) adopted Resolution No. 2012-12 confirming that the City of
San Bernardino would serve as the Successor Agency to the Redevelopment Agency (“Agency”)
of the City of San Bernardino (“Successor Agency”) effective February 1, 2012, pursuant to
AB1X 26 (The Redevelopment Agency Dissolution Act); and
WHEREAS on January 23, 2012, the City Council adopted Resolution No. 2012-19
providing for the City to serve as the Successor Housing Agency and perform the housing
functions previously performed by the Agency; and
WHEREAS, pursuant to Health & Safety Code Section 34181(c) of AB1X26 the
Oversight Board is to direct the transfer of housing responsibilities, including all rights, powers,
duties, obligations and assets, to the Successor Housing Agency; and
WHEREAS, pursuant to Health & Safety Code Section 34176(e)(1) of AB1484 the
restrictions on the use of real property such as affordability covenants entered into by the Agency
are considered a housing asset; and
WHEREAS, a Deed of Trust affecting real property located at 6427 Briarwood Court,
San Bernardino, California (“Property”) exists as of October 5, 2009, and recorded on March 9,
2010, as Instrument Number 2010-0091296 in the Official Records of the County of San
Bernardino (“Deed of Trust”); and
WHEREAS, the terms of the Deed of Trust allow the Trustor to obtain the release of the
security interest of the First Mortgage Lender in the Property for the purpose of a third-party
lender which refinances the purchase money mortgage of the First Mortgage Lender; and
WHEREAS, an escrow has been opened on the Property affected by the Deed of Trust
on which owner(s) (Gina L and Jesus A Rubio) request the subordination so that they can
proceed on a refinance and a clear lenders title policy can be provided to the new lender of the
Property; and
WHEREAS, the Successor Housing Agency desires to confirm that the Deed of Trust is
a housing asset and/or housing function, and desires to authorize Successor Housing Agency
8.a
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Resolution No. 2020-268
staff to transfer all rights and interest in the Deed of Trust to the City in its capacity as the
Successor Housing Agency; and
WHEREAS, Successor Housing Agency staff desires to cause to be signed and recorded
a subordination agreement for the purposes of causing the new third-party lender to have a
security interest in the Property senior to that of the Successor Housing Agency.
BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO, ACTING AS THE SUCCESSOR HOUSING AGENCY OF THE
REDEVELOPMENT AGENCY OF THE CITY OF SAN BERNARDINO, AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Pursuant to Health & Safety Code Section 34176, the Successor Housing
Agency to the Redevelopment Agency of the City of San Bernardino does hereby find and
determine that the Deed of Trust is a housing asset and hereby authorizes the City Manager or
his/her designee, to execute the Subordination Agreement (attached and incorporated herein as
Exhibit “A”) and do all such acts and things necessary to cause it to be recorded with the San
Bernardino County Recorder.
SECTION 3. The City Council finds this Resolution is not subject to the California
Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA
applies only to projects which have the potential for causing a significant effect on the
environment. Where it can be seen with certainty, as in this case, that there is no possibility that
the activity in question may have a significant effect on the environment, the activity is not
subject to CEQA.
SECTION 4. Severability. If any provision of this Resolution or the application thereof
to any person or circumstance is held invalid, such invalidity shall not affect other provisions or
applications, and to this end the provisions of this Resolution are declared to be severable.
SECTION 5. Effective Date. This Resolution shall become effective immediately.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of __________ 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
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Packet Pg. 560 Attachment: Attachment No. 1 - Resolution No. 2020-268 Subordination 6427 Briarwood Ct (6961 : Subordination of Deed of Trust Re: 6427
Resolution No. 2020-268
Approved as to form:
Sonia Carvalho , City Attorney
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Packet Pg. 561 Attachment: Attachment No. 1 - Resolution No. 2020-268 Subordination 6427 Briarwood Ct (6961 : Subordination of Deed of Trust Re: 6427
Resolution No. 2020-268
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-268, adopted at a regular meeting held on the ___ day of _______ 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of
____________ 2020.
Genoveva Rocha, CMC, City Clerk
8.a
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1
When recorded mail to:
City of San Bernardino, acting in its
capacity as the Successor Housing Agency
to the Redevelopment Agency of
the City of San Bernardino
290 North D Street
San Bernardino, CA 92401
Owner Name: Gina & Jesus A Rubio
6427 Briarwood Ct
San Bernardino, CA 92407
SPACE ABOVE THIS LINE FOR RECORDERS USE.
Form of
SUBORDINATION AGREEMENT
NOTICE: THIS SUBORDINATION AGREEMENT RESULTS IN YOUR SECURITY
INTEREST IN THE PROPERTY BECOMING SUBJECT TO AND OF LOWER
PRIORITY THAN THE LIEN OF SOME OTHER OR LATER SECURITY
INSTRUMENT.
This AGREEMENT, made this 4th day of November, 2020, by (Gina & Jesus Rubio), Owner of the land
hereinafter described and hereinafter referred to as "Owner," and the City of San Bernardino, acting in its capacity as
the Successor Housing Agency to the Redevelopment Agency of the City of San Bernardino , present owner and
holder of the Deed of Trust and Note;
WITNESSETH
WHEREAS, Owner(s) did on October 5, 2009, execute a Deed of Trust to First American Title, a California
Corporation, as trustee, covering:
LEGAL DESCRIPTION: The land herein after referred to is situated in the City of San Bernardino, County
of San Bernardino, State of California, and is described as follows:
LOT 3 OF TRACT NO. 10459, IN THE CITY OF SAN BERNARDINO, AS PER MAP RECORDED IN
BOOK 196 PAGES 100 AND 101 OF MAPS (APN 0261 -281-26-0000)
to secure a Note in the sum of $52,000 dated October 9, 2009 in favor of the Redevelopment Agency of the City of
San Bernardino first hereinafter described and hereinafter referred to as "Beneficiary", which De ed of Trust was
recorded March 9, 2010, as Instrument No. 2010-0091296, Official Records of said county;
WHEREAS, all rights and obligations of the Beneficiary have since been transferred to the City of San
Bernardino as the Successor Housing Agency to the Redevelopment Agency of the City of San Bernardino
(“Successor Beneficiary”) pursuant to Mayor and Common Council Resolution No. 2012-19 dated January 23,
2012;
WHEREAS, Owner has executed, or is about to execute, a Deed of Trust and Note in the sum of not to exceed
$184,548, dated _________________, in favor of Carrington Mortgage Services LLC ISAOA/ATIMA, hereinafter
referred to as “Lender,” payable with interest and upon the terms and conditions described therein, which Deed of
Trust is to be recorded concurrently herewith; and
8.b
Packet Pg. 563 Attachment: Attachment No. 2 - Subordination 6427 Briarwood Ct (6961 : Subordination of Deed of Trust Re: 6427 Briarwood Court (Ward 5))
2
WHEREAS, it is a condition precedent to obtaining said loan that said Deed of Trust last above mentioned
shall unconditionally be and remain at all times a lien or charge upon the land herein before described, prior and
superior to the lien or charge of the Deed of Trust first above mentioned; and
WHEREAS, lender is willing to make said loan provided the Deed of Trust securing t he same is a lien or
charge upon the above described property prior and superior to the lien or charge of the Deed of Trust first above
mentioned and provided that Successor Beneficiary will specifically and unconditionally subordinate the lien or
charge of the Deed of Trust first above mentioned to the lien or charge of the Deed of Trust in favor of Lender; and
WHEREAS, it is to the mutual benefit of the parties hereto that Lender make such loan to Owner; and
Successor Beneficiary is willing that the Deed of Trust securing the same shall, when recorded, constitute a lien or
charge upon said land which is unconditionally prior and superior to the lien or charge of the Deed of Trust first
above mentioned.
NOW, THEREFORE, in consideration of the mutual ben efits accruing to the parties hereto and other
valuable consideration, the receipt and sufficiency of which consideration is hereby acknowledged, and in order to
induce Lender to make the loan above referred to, it is hereby declared, understood and agreed as follows:
1. That said Deed of Trust securing said Note in favor of Lender, and any renewals or extensions thereof,
shall unconditionally be and remain at all times a lien or charge on the property therein described, prior
and superior to the lien or charge or the Deed of Trust first above mentioned.
2. That Lender would not make its loan above described without this Subordination Agreement.
3. That this Agreement shall be the whole and only agreement with regard to the subordination of the lien
or charge of the Deed of Trust first above mentioned to the lien or charge of the Deed of Trust in favor
of the lender above referred to and shall supersede and cancel, but only insofar as would affect the
priority between the Deeds of Trust hereinbefore specifically de scribed, any prior agreement as to such
subordination including, but not limited to, those provisions, if any, contained in the Deed of Trust first
above mentioned, which provide for the subordination of the lien or charge thereof to another Deed or
Deeds of Trust or to another mortgage or mortgages.
Successor Beneficiary declares, agrees and acknowledges that:
(a) Lender in making disbursements pursuant to any such agreement is under no obligation or duty to, nor
has Lender represented that it will, see to the application of such proceeds by the person or persons to
whom Lender disburses such proceeds and any application or use of such proceeds for purposes other
than those provided for in such agreement or agreements shall not defeat the subordination he rein
made in whole or in part;
(b) Successor Beneficiary intentionally and unconditionally waives, relinquishes and subordinates the lien
or charge of the Deed of Trust first above mentioned in favor of the lien or charge upon said land of
the Deed of Trust in favor of Lender above referred to and understands t hat in reliance upon, and in
consideration of, this waiver, relinquishment and subordination specific loans and advances are being
and will be make and, as part and parcel thereof, specific monetary and other obligations are being and
will be entered into which would not be made or entered into but for said reliance upon this waiver,
relinquishment and subordination; and
(c) An endorsement has been placed upon the Note secured by the Deed of Trust first above mentioned
that said Deed of Trust has by this i nstrument been subordinated to the lien or charge of the Deed of
Trust in favor or Lender above referred to.
8.b
Packet Pg. 564 Attachment: Attachment No. 2 - Subordination 6427 Briarwood Ct (6961 : Subordination of Deed of Trust Re: 6427 Briarwood Court (Ward 5))
3
NOTICE: THIS SUBORDINATION AGREEMENT CONTAINS A PROVISION WHICH ALLOWS THE
PERSON OBLIGATED ON YOUR REAL PROPERTY SECURITY TO OBTAIN A LOAN A
PORTION OF WHICH MAY BE EXPENDED FOR OTHER PURPOSES THAN IMPROVEMENT
OF THE LAND.
City of San Bernardino, acting as the Successor Housing Agency
to the Redevelopment Agency of the City of San Bernardino
_____________________________________ ____________________________________
Robert D. Field, City Manager Owner
City of San Bernardino
Owner
(ALL SIGNATURES MUST BE ACKNOWLEDGED)
IT IS RECOMMENDED THAT, PRIOR TO THE EXECUTION OF THIS SUBORDINATION AGREEMENT,
THE PARTIES CONSULT WITH THEIR ATTORNEYS WITH RESPECT THERETO.
8.b
Packet Pg. 565 Attachment: Attachment No. 2 - Subordination 6427 Briarwood Ct (6961 : Subordination of Deed of Trust Re: 6427 Briarwood Court (Ward 5))
Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Michael Huntley, Director of Community & Economic
Development
Subject: Subordination of Deed of Trust Re: 2743 North Lugo Avenue
(Ward7)
Recommendation
Adopt a Resolution No. 2020-269 of the Mayor and City Council of the City of San
Bernardino, California, acting as the Successor Housing Agency to the Redevelopment
Agency of the City of San Bernardino approving a Subordination of a Deed of Trust in
connection with a refinancing of the Senior Mortgage Relating to real property located at
2743 North Lugo Avenue, San Bernardino, California.
Background
On October 17, 1994, the Community Development Commission of the City of San
Bernardino (“Commission”) approved Resolution 5409, establishing the Mortgage
Assistance Program, subsequently renamed the Homebuyer Assistance Program,
which made available a limited number of deferred payment (principal and interest)
second mortgages. This Program was designed to provide income -qualified families
with down payment/closing cost monies necessary to secure financing towards the
purchase of single-family detached homes in the City and provided an additional
avenue for the former Redevelopment Agency of the City of San Bernardino (“Agency”)
to ensure the availability of affordable housing to income -qualified home buyers in the
community.
On January 9, 2012, the Mayor and Common C ouncil adopted Resolution 2012-12
confirming that the City of San Bernardino would serve as the “Successor Agency” to
the former Agency, in accordance with AB1X 26. On January 23, 2012, the Mayor and
City Council adopted Resolution 2012-19 further confirming that the City would serve as
the “Successor Housing Agency” to the former Redevelopment Agency and perform the
housing functions previously performed by the Agency.
Discussion
The Homebuyer Assistance Program allows program participants to refinance t heir
mortgage only to lower the interest rate and/or term. Should the homeowner request to
“cash out” the property’s equity the subordination request would be denied and the
Agency loan would become due.
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The owner for the property located at 2743 North Lugo Avenue received down payment
assistance and is now requesting to refinance their existing first mortgage. The owner of
the property listed above has submitted a subordination request to Successor Housing
Agency staff and the application has been reviewed and approved. To proceed with
the refinancing, the new lender and title company require the Agency’s deed of trust to
be expressly subordinated to the new first deed of trust. Therefore, staff requests that
the City Manager, or her designee, be aut horized to sign and cause to be recorded the
subordination agreement and associated documents which will allow the property owner
to refinance their first mortgage.
2020-2025 Key Strategic Targets and Goals
Adoption of the attached resolution aligns with Key Strategic Target No. 3: Improved
Quality of Life. Refinancing supports homeownership and sustains neighborhoods
throughout the City.
Fiscal Impact
There is no fiscal impact to the General Fund since the staff processing the request is
funded by the Recognized Obligation Payment Scheduled (ROPS).
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, acting as the Successor Housing Agency to the Redevelopment Agency of
the City of San Bernardino, adopt Resolution No. 2020-269, approving the
Subordination of a Deed of Trust in connection with a refinancing of the Senior
Mortgage relating to real property located at 2743 N. Lugo Avenue, San Bernardino,
California.
Attachments
Attachment 1 Resolution No. 2020-269
Attachment 2 Subordination Agreement for 2743 North Lugo Avenue
Ward: 7
Synopsis of Previous Council Actions:
January 23, 2012 Mayor and City Council adopted Resolution 2012 -19 further
confirming that the City would serve as the “Successor Ho using
Agency” to the former Redevelopment Agency and perform the
housing functions previously performed by the Agency.
9
Packet Pg. 567
RESOLUTION NO. 2020-269
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
ACTING AS THE SUCCESSOR HOUSING AGENCY TO
THE REDEVELOPMENT AGENCY OF THE CITY OF SAN
BERNARDINO APPROVING THE SUBORDINATION OF A
DEED OF TRUST IN CONNECTION WITH A
REFINANCING OF THE SENIOR MORTGAGE
RELATING TO REAL PROPERTY LOCATED AT 2743
LUGO AVENUE, SAN BERNARDINO, CALIFORNIA
WHEREAS, on January 9, 2012, the Mayor and City Council of the City of San
Bernardino, California, (“Council”) adopted Resolution No. 2012-12 confirming that the City of
San Bernardino would serve as the Successor Agency to the Redevelopment Agency (“Agency”)
of the City of San Bernardino (“Successor Agency”) effective February 1, 2012, pursuant to
AB1X 26 (The Redevelopment Agency Dissolution Act); and
WHEREAS on January 23, 2012, the City Council adopted Resolution No. 2012-19
providing for the City to serve as the Successor Housing Agency and perform the housing
functions previously performed by the Agency; and
WHEREAS, pursuant to Health & Safety Code Section 34181(c) of AB1X26 the
Oversight Board is to direct the transfer of housing responsibilities, including all rights, powers,
duties, obligations and assets, to the Successor Housing Agency; and
WHEREAS, pursuant to Health & Safety Code Section 34176(e)(1) of AB1484 the
restrictions on the use of real property such as affordability covenants entered into by the Agency
are considered a housing asset; and
WHEREAS, a Deed of Trust affecting real property located at 2743 Lugo Avenue, San
Bernardino, California (“Property”) exists as of September 13, 2010, and recorded on October 7,
2010, as Instrument Number 2010-0417355 in the Official Records of the County of San
Bernardino (“Deed of Trust”); and
WHEREAS, the terms of the Deed of Trust allow the Trustor to obtain the release of the
security interest of the First Mortgage Lender in the Property for the purpose of a third-party
lender which refinances the purchase money mortgage of the First Mortgage Lender; and
WHEREAS, an escrow has been opened on the Property affected by the Deed of Trust
on which owner(s) (Abel Ray Salas) request the subordination so that they can proceed on a
refinance and a clear lenders title policy can be provided to the new lender of the Property; and
WHEREAS, the Successor Housing Agency desires to confirm that the Deed of Trust is
a housing asset and/or housing function, and desires to authorize Successor Housing Agency
9.a
Packet Pg. 568 Attachment: Attachment No. 1 - Resolution No. 2020-269 Subordination 2743 Lugo Avenue (6962 : Subordination of Deed of Trust Re: 2743
Resolution No. 2020-269
staff to transfer all rights and interest in the Deed of Trust to the City in its capacity as the
Successor Housing Agency; and
WHEREAS, Successor Housing Agency staff desires to cause to be signed and recorded
a subordination agreement for the purposes of causing the new third-party lender to have a
security interest in the Property senior to that of the Successor Housing Agency.
BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO, ACTING AS THE SUCCESSOR HOUSING AGENCY OF THE
REDEVELOPMENT AGENCY OF THE CITY OF SAN BERNARDINO, AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Pursuant to Health & Safety Code Section 34176, the Successor Housing
Agency to the Redevelopment Agency of the City of San Bernardino does hereby find and
determine that the Deed of Trust is a housing asset and hereby authorizes the City Manager or
his/her designee, to execute the Subordination Agreement (attached and incorporated herein as
Exhibit “A”) and do all such acts and things necessary to cause it to be recorded with the San
Bernardino County Recorder.
SECTION 3. The City Council finds this Resolution is not subject to the California
Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA
applies only to projects which have the potential for causing a significant effect on the
environment. Where it can be seen with certainty, as in this case, that there is no possibility that
the activity in question may have a significant effect on the environment, the activity is not
subject to CEQA.
SECTION 4. Severability. If any provision of this Resolution or the application thereof
to any person or circumstance is held invalid, such invalidity shall not affect other provisions or
applications, and to this end the provisions of this Resolution are declared to be severable.
SECTION 5. Effective Date. This Resolution shall become effective immediately.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of __________ 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
9.a
Packet Pg. 569 Attachment: Attachment No. 1 - Resolution No. 2020-269 Subordination 2743 Lugo Avenue (6962 : Subordination of Deed of Trust Re: 2743
Resolution No. 2020-269
Approved as to form:
Sonia Carvalho , City Attorney
9.a
Packet Pg. 570 Attachment: Attachment No. 1 - Resolution No. 2020-269 Subordination 2743 Lugo Avenue (6962 : Subordination of Deed of Trust Re: 2743
Resolution No. 2020-269
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-269, adopted at a regular meeting held on the ___ day of _______ 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of
____________ 2020.
Genoveva Rocha, CMC, City Clerk
9.a
Packet Pg. 571 Attachment: Attachment No. 1 - Resolution No. 2020-269 Subordination 2743 Lugo Avenue (6962 : Subordination of Deed of Trust Re: 2743
1
When recorded mail to:
City of San Bernardino, acting in its
capacity as the Successor Housing Agency
to the Redevelopment Agency of
the City of San Bernardino
290 North D Street
San Bernardino, CA 92401
Owner Name: Abel Ray Salas
2743 North Lugo Avenue
San Bernardino, CA 92404
SPACE ABOVE THIS LINE FOR RECORDERS USE.
Form of
SUBORDINATION AGREEMENT
NOTICE: THIS SUBORDINATION AGREEMENT RESULTS IN YOUR SECURITY
INTEREST IN THE PROPERTY BECOMING SUBJECT TO AND OF LOWER
PRIORITY THAN THE LIEN OF SOME OTHER OR LATER SECURITY
INSTRUMENT.
This AGREEMENT, made this 4th day of November, 2020, by (Abel Ray Salas), Owner of the land
hereinafter described and hereinafter referred to as "Owner," and the City of San Bernardino, acting in its capacity as
the Successor Housing Agency to the Redevelopment Agency of the City of San Bernardino , present owner and
holder of the Deed of Trust and Note;
WITNESSETH
WHEREAS, Owner(s) did on September 13, 2010, execute a Deed of Trust to Fidelity National Title, a
California Corporation, as trustee, covering:
LEGAL DESCRIPTION: The land herein after referred to is situated in the City of San Bernardino, County
of San Bernardino, State of California, and is described as follows:
LOT(S) 27, BLOCK 42, OF TRACT NO. 2024, THOMPSON BROS. SUBDIVISION UNIT NO. 6, IN THE
CITY OF SAN BERNARDINO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER
MAP RECORDED IN BOOK 29, PAGE(S) 69, OF MAPS, IN THE OFFICE OF THE COUNTY
RECORDER OF SAID COUNTY (APN 0150-134-05-0000)
to secure a Note in the sum of $13,700 dated September 13, 2010 in favor of the Redevelopment Agency of the City
of San Bernardino first hereinafter described and hereinafter referred to as "Beneficiary", which Deed of Trust was
recorded October 7, 2010, as Instrument No. 2010-0417355, Official Records of said county;
WHEREAS, all rights and obligations of the Beneficiary have since been transferred to the City of San
Bernardino as the Successor Housing Agency to the Redevelopment Agency of the City of San Bernardino
(“Successor Beneficiary”) pursuant to Mayor and Common Council Resolution No. 2012-19 dated January 23,
2012;
WHEREAS, Owner has executed, or is about to execute, a Deed of Trust and Note in the sum of not to exceed
$105,400, dated _________________, in favor of Paramount Residential Mortgage Group, hereinafter referred to as
“Lender,” payable with interest and upon the terms and conditions described therein, which Deed of Trust is to be
recorded concurrently herewith; and
9.b
Packet Pg. 572 Attachment: Attachment No. 2- Subordination Agreement 2743 N Lugo Ave (6962 : Subordination of Deed of Trust Re: 2743 North Lugo Avenue
2
WHEREAS, it is a condition precedent to obtaining said loan that said Deed of Trust last above mentioned
shall unconditionally be and remain at all times a lien or charge upon the land herein before described, prior and
superior to the lien or charge of the Deed of Trust first above mentioned; and
WHEREAS, lender is willing to make said loan provided the Deed of Trust securing the same is a lien or
charge upon the above described property prior and superior to the lien or charge of the Deed of Trust first above
mentioned and provided that Successor Beneficiary will specifically and unconditionally subordinate the lien or
charge of the Deed of Trust first above mentioned to the lien or charge of the Deed of Trust in favor of Lender; and
WHEREAS, it is to the mutual benefit of the parties hereto that Lender make such loan to Owner; and
Successor Beneficiary is willing that the Deed of Trust securing the same shall, when recorded, constitute a lien or
charge upon said land which is unconditionally prior and superior to the lien or charge of the Deed of Trust first
above mentioned.
NOW, THEREFORE, in consideration of the mutual benefits accruing to the parties hereto and other
valuable consideration, the receipt and sufficiency of which consideration is hereby acknowledged, and in order to
induce Lender to make the loan above referred to, it is hereby declared, understood and agreed as follows:
1. That said Deed of Trust securing said Note in favor of Lender, and any renewals or extensions thereof,
shall unconditionally be and remain at all times a lien or charge on the property therein described, prior
and superior to the lien or charge or the Deed of Trust first above mentioned.
2. That Lender would not make its loan above described without this Subordination Agreement.
3. That this Agreement shall be the whole and only agreement with regard to the subordination of the lien
or charge of the Deed of Trust first above mentioned to the lien or charge of the Deed of Trust in favor
of the lender above referred to and shall supersede and cancel, but only insofar as would affect th e
priority between the Deeds of Trust hereinbefore specifically described, any prior agreement as to such
subordination including, but not limited to, those provisions, if any, contained in the Deed of Trust first
above mentioned, which provide for the subordination of the lien or charge thereof to another Deed or
Deeds of Trust or to another mortgage or mortgages.
Successor Beneficiary declares, agrees and acknowledges that:
(a) Lender in making disbursements pursuant to any such agreement is under no ob ligation or duty to, nor
has Lender represented that it will, see to the application of such proceeds by the person or persons to
whom Lender disburses such proceeds and any application or use of such proceeds for purposes other
than those provided for in such agreement or agreements shall not defeat the subordination herein
made in whole or in part;
(b) Successor Beneficiary intentionally and unconditionally waives, relinquishes and subordinates the lien
or charge of the Deed of Trust first above mentioned in favor of the lien or charge upon said land of
the Deed of Trust in favor of Lender above referred to and understands t hat in reliance upon, and in
consideration of, this waiver, relinquishment and subordination specific loans and advances are being
and will be make and, as part and parcel thereof, specific monetary and other obligations are being and
will be entered into which would not be made or entered into but for said reliance upon this waiver,
relinquishment and subordination; and
(c) An endorsement has been placed upon the Note secured by the Deed of Trust first above mentioned
that said Deed of Trust has by this i nstrument been subordinated to the lien or charge of the Deed of
Trust in favor or Lender above referred to.
9.b
Packet Pg. 573 Attachment: Attachment No. 2- Subordination Agreement 2743 N Lugo Ave (6962 : Subordination of Deed of Trust Re: 2743 North Lugo Avenue
3
NOTICE: THIS SUBORDINATION AGREEMENT CONTAINS A PROVISION WHICH ALLOWS THE
PERSON OBLIGATED ON YOUR REAL PROPERTY SECURITY TO OBTAIN A LOAN A
PORTION OF WHICH MAY BE EXPENDED FOR OTHER PURPOSES THAN IMPROVEMENT
OF THE LAND.
City of San Bernardino, acting as the Successor Housing Agency
to the Redevelopment Agency of the City of San Bernardino
_____________________________________ ____________________________________
Robert D. Field, City Manager Owner
City of San Bernardino
Owner
(ALL SIGNATURES MUST BE ACKNOWLEDGED)
IT IS RECOMMENDED THAT, PRIOR TO THE EXECUTION OF THIS SUBORDINATION AGREEMENT,
THE PARTIES CONSULT WITH THEIR ATTORNEYS WITH RESPECT THERETO.
9.b
Packet Pg. 574 Attachment: Attachment No. 2- Subordination Agreement 2743 N Lugo Ave (6962 : Subordination of Deed of Trust Re: 2743 North Lugo Avenue
Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By:Eric McBride, Acting Chief of Police
Subject: West Coast Lights & Sirens, Inc. Purchase Order (All Wards)
Recommendation
Adopt Resolution No. 2020-270 of the Mayor and City Council of the City of San
Bernardino, California to:
1. Authorize the City Manager to execute a vendor services agreement between the
City of San Bernardino and West Coast Lights and Sirens; and
2. Authorize the Director of Finance to issue a purchase order to West Coast Lights
and Sirens in an amount not to exceed $94.000.
Background
On May 8, 2020, the U.S. Department of Justice released the Coronavirus Emergency
Supplemental Funding Program Solicitation FY 2020 Formula Grant Solicitation. On
May 26, 2020, the Police Department submitted an application requesting $632,422 in
grant funding to prevent, prepare for, and respond to the Coronav irus. The
Department’s application was approved, and the full amount has been awarded to the
Department. There is no cost matching responsibility from the City with this grant.
On May 30, 2020, the Department was notified that it was awarded $632,422 in g rant
funding. On June 19, 2020, the Mayor and City Council adopted Resolution 2020 -134,
authorizing the Director of Finance to amend the FY 2020/21 Budget. As part of the
Department’s proposed project, the Department chooses to purchase five patrol
vehicles to be built and equipped with COVID-19 resistant features.
On August 19, 2020, the Mayor and City Council adopted Resolution 2020 -202,
authorizing the purchase of five patrol vehicles from Fairview Ford with factory-installed
features to reduce the spread of COVID-19. The five vehicles require aftermarket
emergency equipment and COVID-19 mitigating features.
On August 19, 2020, the Mayor and City Council adopted Resolution 2020 -201,
authorizing the purchase of one patrol vehicle and one volunteer/co mmunity service
officer (CSO) vehicle per the conditions of the San Manuel Grant Agreement. These two
vehicles will also require emergency equipment.
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Discussion
On August 17, 2020, the City of San Bernardino issued RFQ F -21-03, requesting
quotes to install emergency equipment into five new Ford Police Interceptor utility
vehicles. In addition to standard safety equipment, staff requested vendors provide
additional aftermarket solutions to mitigate the spread of COVID -19. Staff requested
that COVID 19 solutions be included as a separate quote so the base quote could be
used for future patrol vehicle builds.
On September 14, 2020, two vendors provided estimates to install emergency
equipment and equipment intended to mitigate the spread of COVID -19. American
Emergency Products (AEP) based out of Santee, California, and West Coast Lights and
Sirens based out of Riverside, California, are the two identified vendors that submitted
proposals. West Coast Lights and Sirens is the current contractor responsible fo r
installing emergency equipment in police vehicles.
Both vendors submitted similar build-out plans to include front and rear partitions with
polycarbonate sliding windows. The sliding windows allow the officer to limit the driver's
exposure and cargo compartments to the rear passenger. Providing this additional seal
will reduce the spread of germs amongst vehicle compartments. Additionally, both
vendors proposed rear air circulation fans modified to vent air out of the passenger
compartment through a rear window. For passenger comfort, rear AC/heating access
will be factory installed into each vehicle to ensure the rear passenger environment has
sufficient climate control. Finally, both vendors proposed installing V -Drains in the rear
passenger compartment floorboard. Both rear compartments are made from a hard
plastic non-porous surface, which is easier to clean and disinfect. The V-Drains and
non-porous surfaces will allow the rear compartment to be completely washed out and
drained after a suspected exposure.
Table 1 illustrates the quotes from each vendor and includes the cost of COVID -19
mitigating features.
Vendor Cost per Vehicle Total Cost (5 Vehicles)
West Coast Lights and Siren $13,785.66 $68,928.30
AEP $13,828.62 $69,143.10
Table 2 indicates the cost to install one patrol vehicle and one CSO vehicle for the San
Manuel Grant Agreement vehicles.
Vendor Patrol Vehicle CSO Vehicle Total Cost
West Coast Lights and Sirens $14,744.30 $5,305.34 $20,049.64
AEP $14,731.20 $7,113.42 $21,844.62
Table 3 depicts the total cost to install equipment from each vendor.
Vendor COVID 19 Builds San Manuel Builds Total Cost
West Coast Lights and Sirens $68,928.30 $20,049.64 $88,977.94
AEP $69,143.10 $21,844.62 $90,987.72
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*
*Cost with delivery pick-up/delivery fees = $93,227.72
West Coast Lights and Sirens is the best vendor option for the City and quoted less
than AEP. In addition to cost-savings, West Coast Lights and Sirens is located within 10
miles of the City, while AEP is located over 110 miles away . AEP will charge $320 for
each vehicle's pick-up/delivery for an additional cost of $2,240. Any service requiring the
vehicles to be returned to AEP would be expensive and time -consuming.
West Coast Lights and Sirens has installed equipment in the depar tment’s current fleet
for over two years. Fleet possesses a stock of equipment from damaged vehicles that
can be used to replace malfunctioning or damaged emergency equipment and save the
City the cost of purchasing new equipment. AEP’s proposal would inst all emergency
equipment from a different manufacturer that is not compatible with the City’s current
stock and require additional replacement costs.
Staff is requesting a purchase order be issued to West Coast Lights and Sirens in an
amount not to exceed $94,000. These requested vehicles have been ordered and will
not arrive for several months. An approximate 5% contingency fee is being requested to
cover any unforeseen expenses.
2020-2025 Key Strategic Targets and Goals
The request to authorize the City Manager to enter into a vendor services agreement
and issue a purchase order to West Coast Lights and Sirens aligns with Key Target No.
1: Financial Stability: Implement, maintain, and update a fiscal accountability plan.
Fiscal Impact
The fiscal impact to the City is $94,000. There is sufficient funding the FY 2020/21
Adopted Budget in account numbers 001 -210-8652*5111; San Manuel Community
Credit Fund, $21,500 and JAG CESF grant fund 123-210-8784*5701. Funds in account
number 123-210-8784*5701 in the amount of $72,500 will be transferred to the 123-
210-8784*5111 the appropriate non-capital expense account for this purchase.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, adopt Resolution No. 2020-270 of the Mayor and City Council of the City of
San Bernardino, California:
1. Authorizing the City Manager to execute a vendor services agreement between
the City of San Bernardino and West Coast Lights and Sirens; and
2. Authorizing the Director of Finance to issue a purchase order to West Coast
Lights and Sirens in an amount not to exceed $94.000.
Attachments
Attachment 1 Resolution No. 2020-270
Attachment 2 Vendor Bids
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Attachment 3 Vendor Services Agreement; Exhibit A
Ward: All
Synopsis of Previous Council Actions:
June 17, 2020 The Mayor and City Council adopted Resolution No. 2020-135
authorizing the City Manager to accept the Coronavirus grant funds
and the Director of Finance to amend the FY 2020/2021 budget.
August 19, 2020 The Mayor and City Council adopted Resolution No. 2020-202
authorizing the Director of Finance to issue a purchase order to
Fairview Ford Inc., in an amount not to exceed $210,000.
August 19, 2020 The Mayor and City Council adopted Resolution No. 2020-201
authorizing the Director of Finance to issue a purchase order to
Fairview Ford Inc., in an amount not to exceed $84,000.
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RESOLUTION NO. 2020-270
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
AUTHORIZING THE CITY MANAGER TO EXECUTE A
VENDOR SERVICES AGREEMENT BETWEEN THE CITY
OF SAN BERNARDINO AND WEST COAST LIGHTS AND
SIRENS, AND AUTHORIZING THE DIRECTOR OF
FINANCE TO ISSUE A PURCHASE ORDER TO WEST
COAST LIGHTS AND SIRENS IN AN AMOUNT NOT TO
EXCEED $94,000
WHEREAS, the City of San Bernardino has been awarded the BJA FY 20 Coronavirus
Emergency Supplemental Funding Program Grant in the amount of $632,422; and
WHEREAS, the City proposed to purchase COVID-19 resistant vehicles to increase
efficiency in the COVID-19 environment; and
WHEREAS, the City has purchased two additional vehicles as a condition of the San
Manuel Grant Agreement that require emergency equipment; and
WHEREAS, RFQ F-21-03 was issued for police vehicle emergency equipment and
COVID-19 mitigating equipment; and
WHEREAS, West Coast Lights and Sirens was found to be the best option bidder for the
City.
BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. The City Manager is hereby authorized to execute a Professional Services
Agreement, attached hereto as Exhibit “A,” between West Coast Lights and Sirens and the City
of San Bernardino.
SECTION 3. The Director of Finance is hereby authorized to issue a purchase order to
West Coast Lights and Sirens in an amount not to exceed $94,000.
SECTION 4. That the City Council finds this Resolution is not subject to the California
Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA
applies only to projects which have the potential for causing a significant effect on the
environment. Where it can be seen with certainty, as in this case, that there is no possibility that
the activity in question may have a significant effect on the environment, the activity is not
subject to CEQA.
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Resolution No. 2020-270
SECTION 5. Severability. If any provision of this Resolution or the application thereof
to any person or circumstance is held invalid, such invalidity shall not affect other provisions or
applications, and to this end the provisions of this Resolution are declared to be severable.
SECTION 6. Effective Date. This Resolution shall become effective immediately.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of __________ 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
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Resolution No. 2020-270
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-___, adopted at a regular meeting held on the ___ day of _______ 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of
____________ 2020.
Genoveva Rocha, CMC, City Clerk
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1
PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF SAN BERNARDINO
AND WEST COAST LIGHTS AND SIRENS
This Agreement is made and entered into as of November 4, 2020, by and between the
City of San Bernardino, a charter city and municipal corporation organized and operating under
the laws of the State of California with its principal place of business at Vanir Tower, 290 North
D Street, San Bernardino, CA 92401 (“City”), and West Coast Lights and Sirens, a Corporation
with its principal place of business at 601 Columbia Ave., Ste. A, Riverside, CA 92507
(hereinafter referred to as “Consultant”). City and Consultant are hereinafter sometimes referred
to individually as “Party” and collectively as the “Parties.”
RECITALS
A. City is a public agency of the State of California and is in need of professional
services for the following project:
Installation of emergency equipment, and COVID-19 mitigating equipment in police vehicles
(hereinafter referred to as “the Project”).
B. Consultant is duly licensed and has the necessary qualifications to provide such
services.
C. The Parties desire by this Agreement to establish the terms for City to retain
Consultant to provide the services described herein.
AGREEMENT
NOW, THEREFORE, IT IS AGREED AS FOLLOWS:
1. Incorporation of Recitals. The recitals above are true and correct and are hereby
incorporated herein by this reference.
2. Services. Consultant shall provide the City with the services described in the
Scope of Services attached hereto as Exhibit “A.”
3. Professional Practices. All professional services to be provided by Consultant
pursuant to this Agreement shall be provided by personnel identified in their proposal.
Consultant warrants that Consultant is familiar with all laws that may affect its performance of
this Agreement and shall advise City of any changes in any laws that may affect Consultant’s
performance of this Agreement. Consultant further represents that no City employee will
provide any services under this Agreement.
4. Compensation.
a. Subject to paragraph 4(b) below, the City shall pay for such services in
accordance with the Schedule of Charges set forth in Exhibit “A.”
b. In no event shall the total amount paid for services rendered by Consultant
under this Agreement exceed the sum of $94,000. This amount is to cover all related costs, and
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the City will not pay any additional fees for printing expenses. Consultant may submit invoices
to City for approval. Said invoice shall be based on the total of all C onsultant’s services which
have been completed to City’s sole satisfaction. City shall pay Consultant’s invoice within forty-
five (45) days from the date City receives said invoice. The invoice shall describe in detail the
services performed and the associated time for completion. Any additional services approved
and performed pursuant to this Agreement shall be designated as “Additional Services” and shall
identify the number of the authorized change order, where applicable, on all invoices.
5. Additional Work. If changes in the work seem merited by Consultant or the City,
and informal consultations with the other party indicate that a change is warranted, it shall be
processed in the following manner: a letter outlining the changes shall be forwarded to the City
by Consultant with a statement of estimated changes in fee or time schedule. An amendment to
this Agreement shall be prepared by the City and executed by both Parties before performance of
such services, or the City will not be required to pay for the changes in the scope of work. Such
amendment shall not render ineffective or invalidate unaffected portions of this Agreement.
6. Term. This Agreement shall commence on the Effective Date and continue
through the completion of services as set forth in Exhibit “A,” unless the Agreement is
previously terminated as provided for herein (“Term”).
7. Maintenance of Records; Audits.
a. Records of Consultant’s services relating to this Agreement shall be
maintained in accordance with generally recognized accounting principles and shall be made
available to City for inspection and/or audit at mutually convenient times for a period of four (4)
years from the Effective Date.
b. Books, documents, papers, accounting records, and other evidence
pertaining to costs incurred shall be maintained by Consultant and made available at all
reasonable times during the contract period and for four (4) years from the date of final payment
under the contract for inspection by City.
8. Time of Performance. Consultant shall perform its services in a prompt and
timely manner and shall commence performance upon receipt of written notice from the City to
proceed. Consultant shall complete the services required hereunder within Term.
9. Delays in Performance.
a. Neither City nor Consultant shall be considered in default of this
Agreement for delays in performance caused by circumstances beyond the reasonable control of
the non-performing Party. For purposes of this Agreement, such circumstances include but are
not limited to, abnormal weather conditions; floods; earthquakes; fire; epidemics; war; riots and
other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances;
sabotage or judicial restraint.
b. Should such circumstances occur, the non-performing Party shall, within a
reasonable time of being prevented from performing, give written notice to the other Party
describing the circumstances preventing continued performance and the efforts being made to
resume performance of this Agreement.
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10. Compliance with Law.
a. Consultant shall comply with all applicable laws, ordinances, codes and
regulations of the federal, state and local government, including Cal/OSHA requirements.
b. If required, Consultant shall assist the City, as requested, in obtaining and
maintaining all permits required of Consultant by federal, state and local regulatory agencies.
c. If applicable, Consultant is responsible for all costs of clean up and/ or
removal of hazardous and toxic substances spilled as a result of his or her services or operations
performed under this Agreement.
11. Standard of Care. Consultant’s services will be performed in accordance with
generally accepted professional practices and principles and in a manner consistent with the level
of care and skill ordinarily exercised by members of the profession currently practicing under
similar conditions.
12. Conflicts of Interest. During the term of this Agreement, Consultant shall at all
times maintain a duty of loyalty and a fiduciary duty to the City and shall not accept payment
from or employment with any person or entity which will constitute a conflict of interest with the
City.
13. City Business Certificate. Consultant shall, prior to execution of this Agreement,
obtain and maintain during the term of this Agreement a valid business registration certificate
from the City pursuant to Title 5 of the City’s Municipal Code and any and all other licenses,
permits, qualifications, insurance, and approvals of whatever nature that are legally required of
Consultant to practice his/her profession, skill, or business.
14. Assignment and Subconsultant. Consultant shall not assign, sublet, or transfer
this Agreement or any rights under or interest in this Agreement without the written consent of
the City, which may be withheld for any reason. Any attempt to so assign or so transfer without
such consent shall be void and without legal effect and shall constitute grounds for termination.
Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in
this Agreement. Nothing contained herein shall prevent Consultant from e mploying independent
associates and subconsultants as Consultant may deem appropriate to assist in the performance
of services hereunder.
15. Independent Consultant. Consultant is retained as an independent contractor and
is not an employee of City. No employee or agent of Consultant shall become an employee of
City. The work to be performed shall be in accordance with the work described in this
Agreement, subject to such directions and amendments from City as herein provided.
16. Insurance. Consultant shall not commence work for the City until it has provided
evidence satisfactory to the City it has secured all insurance required under this section. In
addition, Consultant shall not allow any subcontractor to commence work on any subcontract
until it has secured all insurance required under this section.
a. Additional Insured
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The City of San Bernardino, its officials, officers, employees, agents, and
volunteers shall be named as additional insureds on Consultant’s and its subconsultants’ policies
of commercial general liability and automobile liability insurance using the endorsements and
forms specified herein or exact equivalents.
b. Commercial General Liability
(i) The Consultant shall take out and maintain, during the
performance of all work under this Agreement, in amounts not less than specified herein,
Commercial General Liability Insurance, in a form and with insurance companies acceptable to
the City.
(ii) Coverage for Commercial General Liability insurance shall be at
least as broad as the following:
Insurance Services Office Commercial General Liability coverage
(Occurrence Form CG 00 01) or exact equivalent.
(iii) Commercial General Liability Insurance must include coverage
for the following:
(1) Bodily Injury and Property Damage
(2) Personal Injury/Advertising Injury
(3) Premises/Operations Liability
(4) Products/Completed Operations Liability
(5) Aggregate Limits that Apply per Project
(6) Explosion, Collapse and Underground (UCX) exclusion
deleted
(7) Contractual Liability with respect to this Contract
(8) Broad Form Property Damage
(9) Independent Consultants Coverage
(iv) The policy shall contain no endorsements or provisions limiting
coverage for (1) contractual liability; (2) cross liability exclusion for claims or suits by one
insured against another; (3) products/completed operations liability; or (4) contain any other
exclusion contrary to the Agreement.
(v) The policy shall give City, its elected and appointed officials,
officers, employees, agents, and City-designated volunteers additional insured status using ISO
endorsement forms CG 20 10 10 01 and 20 37 10 01, or endorsements providing the exact same
coverage.
(vi) The general liability program may utilize either deductibles or
provide coverage excess of a self-insured retention, subject to written approval by the City, and
provided that such deductibles shall not apply to the City as an additional insured.
c. Automobile Liability
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(i) At all times during the performance of the work under this
Agreement, the Consultant shall maintain Automobile Liability Insurance for bodily injury and
property damage including coverage for owned, non-owned and hired vehicles, in a form and
with insurance companies acceptable to the City.
(ii) Coverage for automobile liability insurance shall be at least as
broad as Insurance Services Office Form Number CA 00 01 covering automobile liability
(Coverage Symbol 1, any auto).
(iii) The policy shall give City, its elected and appointed officials,
officers, employees, agents and City designated volunteers additional insured status.
(iv) Subject to written approval by the City, the automobile liability
program may utilize deductibles, provided that such deductibles shall not apply to the City as an
additional insured, but not a self-insured retention.
d. Workers’ Compensation/Employer’s Liability
(i) Consultant certifies that he/she is aware of the provisions of
Section 3700 of the California Labor Code which requires every emplo yer to be insured against
liability for workers’ compensation or to undertake self-insurance in accordance with the
provisions of that code, and he/she will comply with such provisions before commencing work
under this Agreement.
(ii) To the extent Consultant has employees at any time during the
term of this Agreement, at all times during the performance of the work under this Agreement,
the Consultant shall maintain full compensation insurance for all persons employed directly by
him/her to carry out the work contemplated under this Agreement, all in accordance with the
“Workers’ Compensation and Insurance Act,” Division IV of the Labor Code of the State of
California and any acts amendatory thereof, and Employer’s Liability Coverage in amounts
indicated herein. Consultant shall require all subconsultants to obtain and maintain, for the
period required by this Agreement, workers’ compensation coverage of the same type and limits
as specified in this section.
e. Professional Liability (Errors and Omissions)
At all times during the performance of the work under this Agreement the Consultant
shall maintain professional liability or Errors and Omissions insurance appropriate to its
profession, in a form and with insurance companies acceptable to the City and in an amount
indicated herein. This insurance shall be endorsed to include contractual liability applicable to
this Agreement and shall be written on a policy form coverage specifically designed to protect
against acts, errors or omissions of the Consultant. “Covered Professional Services” as
designated in the policy must specifically include work performed under this Agreement. The
policy must “pay on behalf of” the insured and must include a provision establishing the insurer's
duty to defend.
f. Minimum Policy Limits Required
(i) The following insurance limits are required for the Agreement:
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Combined Single Limit
Commercial General Liability $1,000,000 per occurrence/ $2,000,000 aggregate
for bodily injury, personal injury, and property
damage
Automobile Liability $1,000,000 per occurrence for bodily injury and
property damage
Employer’s Liability $1,000,000 per occurrence
Professional Liability $1,000,000 per claim and aggregate (errors and
omissions)
(ii) Defense costs shall be payable in addition to the limits.
(iii) Requirements of specific coverage or limits contained in this
section are not intended as a limitation on coverage, limits, or other requirement, or a waiver of
any coverage normally provided by any insurance. Any available coverage shall be provided to
the parties required to be named as Additional Insured pursuant to this Agreement.
g. Evidence Required
Prior to execution of the Agreement, the Consultant shall file with the City
evidence of insurance from an insurer or insurers certifying to the coverage of all insurance
required herein. Such evidence shall include original copies of the ISO CG 00 01 (or insurer’s
equivalent) signed by the insurer’s representative and Certificate of Insurance (Acord Form 25-
S or equivalent), together with required endorsements. All evidence of insurance shall be
signed by a properly authorized officer, agent, or qualified representative of the insurer and
shall certify the names of the insured, any additional insureds, where appropriate, the type and
amount of the insurance, the location and operations to which the insurance applies, and the
expiration date of such insurance.
h. Policy Provisions Required
(i) Consultant shall provide the City at least thirty (30) days prior
written notice of cancellation of any policy required by this Agreement, except that the
Consultant shall provide at least ten (10) days prior written notice of cancellation of any such
policy due to non-payment of the premium. If any of the required coverage is cancelled or
expires during the term of this Agreement, the Consultant shall deliver renewal certificate(s)
including the General Liability Additional Insured Endorsement to the City at least ten (10)
days prior to the effective date of cancellation or expiration.
(ii) The Commercial General Liability Policy and Automobile Policy
shall each contain a provision stating that Consultant’s policy is primary insurance and that any
insurance, self-insurance or other coverage maintained by the City or any named insureds shall
not be called upon to contribute to any loss.
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(iii) The retroactive date (if any) of each policy is to be no later than the
effective date of this Agreement. Consultant shall maintain such coverage continuously for a
period of at least three years after the completion of the work under this Agreement. Consultant
shall purchase a one (1) year extended reporting period A) if the retroactive date is advanced
past the effective date of this Agreement; B) if the policy is cancelled or not renewed; or C) if
the policy is replaced by another claims-made policy with a retroactive date subsequent to the
effective date of this Agreement.
(iv) All required insurance coverages, except for the professional
liability coverage, shall contain or be endorsed to provide waiver of subrogation in favor of the
City, its officials, officers, employees, agents, and volunteers or shall specifically allow
Consultant or others providing insurance evidence in compliance with these specifications to
waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery
against City, and shall require similar written express waivers and insurance clauses from each
of its subconsultants.
(v) The limits set forth herein shall apply separately to each insured
against whom claims are made or suits are brought, except with respect to the limits of liability.
Further the limits set forth herein shall not be construed to relieve the Consultant from liability
in excess of such coverage, nor shall it limit the Consultant’s indemnification obligations to the
City and shall not preclude the City from taking such other actions available to the Ci ty under
other provisions of the Agreement or law.
i. Qualifying Insurers
(i) All policies required shall be issued by acceptable insurance
companies, as determined by the City, which satisfy the following minimum requirements:
(1) Each such policy shall be from a company or companies
with a current A.M. Best's rating of no less than A:VII and admitted to transact in the
business of insurance in the State of California, or otherwise allowed to place insurance
through surplus line brokers under applicable provisions of the California Insurance Code
or any federal law.
j. Additional Insurance Provisions
(i) The foregoing requirements as to the types and limits of insurance
coverage to be maintained by Consultant, and any approval of said insurance by the City, is not
intended to and shall not in any manner limit or qualify the liabilities and obligations otherwise
assumed by the Consultant pursuant to this Agreement, including, but not limited to, the
provisions concerning indemnification.
(ii) If at any time during the life of the Agreement, any policy of
insurance required under this Agreement does not comply with these specifications or is
canceled and not replaced, City has the right but not the duty to obtain the insurance it deems
necessary and any premium paid by City will be promptly reimbursed by Consultant or City
will withhold amounts sufficient to pay premium from Consultant payments. In the alternative,
City may cancel this Agreement.
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(iii) The City may require the Consultant to provide complete copies of
all insurance policies in effect for the duration of the Project.
(iv) Neither the City nor the City Council, nor any member of the City
Council, nor any of the officials, officers, employees, agents or volunteers shall be personally
responsible for any liability arising under or by virtue of this Agreement.
k. Subconsultant Insurance Requirements. Consultant shall not allow any
subcontractors or subconsultants to commence work on any subcontract until they have
provided evidence satisfactory to the City that they have secured all insurance required under
this section. Policies of commercial general liability insurance provided by such subcontractors
or subconsultants shall be endorsed to name the City as an additional insured using ISO form
CG 20 38 04 13 or an endorsement providing the exact same coverage. If requested by
Consultant, City may approve different scopes or minimum limits of insurance for particular
subcontractors or subconsultants.
17. Indemnification.
a. To the fullest extent permitted by law, Consultant shall defend (with
counsel reasonably approved by the City), indemnify and hold the City, its elected and appointed
officials, officers, employees, agents, and authorized volunteers free and harmless from any and
all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability,
judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, to
property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out
of, pertaining to, or incident to any alleged acts, errors or omissions, or will ful misconduct of
Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection
with the performance of the Consultant’s services, the Project, or this Agreement, including
without limitation the payment of all consequential damages, expert witness fees and attorneys’
fees and other related costs and expenses. Notwithstanding the foregoing, to the extent
Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity shall be
limited, to the extent required by Civil Code Section 2782.8, to Claims that arise out of, pertain
to, or relate to the negligence, recklessness, or willful misconduct of the Consultant.
Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any,
received by the City, the City Council, members of the City Council, its employees, or
authorized volunteers.
b. Additional Indemnity Obligations. Consultant shall defend, with counsel
of City’s choosing and at Consultant’s own cost, expense and risk, any and all Claims covered by
this section that may be brought or instituted against the City, its elected and appointed officials,
employees, agents, or authorized volunteers. Consultant shall pay and satisfy any judgment,
award or decree that may be rendered against the City, its elected and appointed officials,
employees, agents, or authorized volunteers as part of any such claim, suit, action or other
proceeding. Consultant shall also reimburse City for the cost of any settlement paid by the City,
its elected and appointed officials, employees, agents, or authorized volunteers as part of any
such claim, suit, action or other proceeding. Such reimbursement shall include payment for the
City’s attorney's fees and costs, including expert witness fees. Consultant shall reimburse the
City, its elected and appointed officials, employees, agents, or authorized volunteers, for any and
all legal expenses and costs incurred by each of them in connection therewith or in enforcing the
indemnity herein provided. Consultant’s obligation to indemnify shall not be restricted to
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insurance proceeds, if any, received by the City, its elected and appointed officials, employees,
agents, or authorized volunteers.
18. California Labor Code Requirements. Consultant is aware of the requirements of
California Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of
Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the
payment of prevailing wage rates and the performance of other requirements on certain “public
works” and “maintenance” projects. If the Services are being performed as part of an applicable
“public works” or “maintenance” project, as defined by the Prevailing Wage Laws, Consultant
agrees to fully comply with such Prevailing Wage Laws, if applicable. Consultant shall defend,
indemnify and hold the City, its elected officials, officers, employees and agents free and
harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or
alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the
Consultant and all subconsultants to comply with all California Labor Code provisions, which
include but are not limited to prevailing wages, employment of apprentices, hours of labor and
debarment of contractors and subcontractors.
If the Services are being performed as part of an applicable “public works” or
“maintenance” project, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Consultant
and all subconsultants performing such Services must be registered with the Department of
Industrial Relations. Consultant shall maintain registration for the duration of the Project and
require the same of any subconsultants, as applicable. This Project may also be subject to
compliance monitoring and enforcement by the Department of Industrial Relations. It shall be
Consultant’s sole responsibility to comply with all applicable registration and labor compliance
requirements.
19. Verification of Employment Eligibility. By executing this Agreement, Consultant
verifies that it fully complies with all requirements and restrictions of state and federal law
respecting the employment of undocumented aliens, including, but not limited to, the
Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall
require all subconsultants and sub-subconsultants to comply with the same.
20. Laws and Venue. This Agreement shall be interpreted in accordance with the
laws of the State of California. If any action is brought to interpret or enforce any term of this
Agreement, the action shall be brought in a state or federal court situated in the County of San
Bernardino, State of California.
21. Termination or Abandonment
a. City has the right to terminate or abandon any portion or all of the work
under this Agreement by giving ten (10) calendar days’ written notice to Consultant. In such
event, City shall be immediately given title and possession to all original field notes, drawings
and specifications, written reports and other documents produced or developed for that portion of
the work completed and/or being abandoned. City shall pay Consultant the reasonable value of
services rendered for any portion of the work completed prior to termination. If said termination
occurs prior to completion of any task for the Project for which a payment request has not been
received, the charge for services performed during such task shall be the reasonable value of
such services, based on an amount mutually agreed to by City and Consultant of the portion of
such task completed but not paid prior to said termination. City shall not be liable for any costs
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other than the charges or portions thereof which are specified herein. Consultant shall not be
entitled to payment for unperformed services, and shall not be entitled to damages or
compensation for termination of work.
b. Consultant may terminate its obligation to provide further services under
this Agreement upon thirty (30) calendar days’ written notice to City only in the event of
substantial failure by City to perform in accordance with the terms of this Agreement through no
fault of Consultant.
22. Attorneys’ Fees. In the event that litigation is brought by any Party in connection
with this Agreement, the prevailing Party shall be entitled to recover from the opposing Party all
costs and expenses, including reasonable attorneys’ fees, incurred by the prevailing Party in the
exercise of any of its rights or remedies hereunder or the enforcement of any of the terms,
conditions, or provisions hereof. The costs, salary, and expenses of the City Attorney’s Office in
enforcing this Agreement on behalf of the City shall be considered as “attorneys’ fees” for the
purposes of this Agreement.
23. Responsibility for Errors. Consultant shall be responsible for its work and results
under this Agreement. Consultant, when requested, shall furnish clarification and/or explanation
as may be required by the City’s representative, regarding any services rendered under this
Agreement at no additional cost to City. In the event that an error or omission attributable to
Consultant’s professional services occurs, Consultant shall, at no cost to City, provide all other
services necessary to rectify and correct the matter to the sole sati sfaction of the City and to
participate in any meeting required with regard to the correction.
24. Prohibited Employment. Consultant shall not employ any current employee of
City to perform the work under this Agreement while this Agreement is in effect.
25. Costs. Each Party shall bear its own costs and fees incurred in the preparation and
negotiation of this Agreement and in the performance of its obligations hereunder except as
expressly provided herein.
26. Documents. Except as otherwise provided in “Termination or Abandonment,”
above, all original field notes, written reports, Drawings and Specifications and other documents,
produced or developed for the Project shall, upon payment in full for the services described in
this Agreement, be furnished to and become the property of the City.
27. Organization. Consultant shall assign Mitchel Gonzalez as Project Manager. The
Project Manager shall not be removed from the Project or reassigned without the prior written
consent of the City.
28. Limitation of Agreement. This Agreement is limited to and includes only the
work included in the Project described above.
29. Notice. Any notice or instrument required to be given or delivered by this
Agreement may be given or delivered by depositing the same in any United States Post Office,
certified mail, return receipt requested, postage prepaid, addressed to the following addresses and
shall be effective upon receipt thereof:
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CITY:
City of San Bernardino
Vanir Tower
290 North D Street
San Bernardino, CA 92401
Attn: Rob Field, City Manager
With Copy To:
City of San Bernardino
Vanir Tower
290 North D Street
San Bernardino, CA 92401
Attn: Sonia Carvalho, City Attorney
CONSULTANT:
Mitchel Gonzalez
West Coast Lights and Sirens
601 Columbia Ave. Unit A&B
Riverside, CA, 92507
30. Third Party Rights. Nothing in this Agreement shall be construed to give any
rights or benefits to anyone other than the City and the Consultant.
31. Equal Opportunity Employment. Consultant represents that it is an equal
opportunity employer and that it shall not discriminate against any employee or applicant for
employment because of race, religion, color, national origin, ancestry, sex, age or other interests
protected by the State or Federal Constitutions. Such non-discrimination shall include, but not
be limited to, all activities related to initial employment, upgrading, demotion, transfer,
recruitment or recruitment advertising, layoff or termination.
32. Entire Agreement. This Agreement, including Exhibit “A,” represents the entire
understanding of City and Consultant as to those matters contained herein, and supersedes and
cancels any prior or contemporaneous oral or written understanding, promises or representations
with respect to those matters covered hereunder. Each Party acknowledges that no
representations, inducements, promises, or agreements have been made by any person which are
not incorporated herein, and that any other agreements shall be void. This is an integrated
Agreement.
33. Severability. If any provision of this Agreement is determined by a court of
competent jurisdiction to be invalid, illegal, or unenforceable for any reason, such determination
shall not affect the validity or enforceability of the remaining terms and provisions hereof or of
the offending provision in any other circumstance, and the remaining provisions of this
Agreement shall remain in full force and effect.
34. Successors and Assigns. This Agreement shall be binding upon and shall inure to
the benefit of the successors in interest, executors, administrators and assigns of each Party to
this Agreement. However, Consultant shall not assign or transfer by operation of law or
otherwise any or all of its rights, burdens, duties or obligations without the pri or written consent
of City. Any attempted assignment without such consent shall be invalid and void.
35. Non-Waiver. The delay or failure of either Party at any time to require
performance or compliance by the other Party of any of its obligations or agreements shall in no
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12
way be deemed a waiver of those rights to require such performance or compliance. No waiver
of any provision of this Agreement shall be effective unless in writing and signed by a duly
authorized representative of the Party against whom enforcement of a waiver is sought. The
waiver of any right or remedy with respect to any occurrence or event shall not be deemed a
waiver of any right or remedy with respect to any other occurrence or event, nor shall any waiver
constitute a continuing waiver.
36. Time of Essence. Time is of the essence for each and every provision of this
Agreement.
37. Headings. Paragraphs and subparagraph headings contained in this Agreement
are included solely for convenience and are not intended to modify, explain, or to be a full or
accurate description of the content thereof and shall not in any way affect the meaning or
interpretation of this Agreement.
38. Amendments. Only a writing executed by all of the Parties hereto or their
respective successors and assigns may amend this Agreement.
39. City’s Right to Employ Other Consultants. City reserves its right to employ other
consultants, including engineers, in connection with this Project or other projects.
40. Prohibited Interests. Consultant maintains and warrants that it has neither
employed nor retained any company or person, other than a bona fide employee working solely
for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not
paid nor has it agreed to pay any company or person, other than a bona fide employee working
solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration
contingent upon or resulting from the award or making of this Agreement. For breach or
violation of this warranty, City shall have the right to rescind this Agreement without liability.
For the term of this Agreement, no official, officer or employee of City, during the term of his or
her service with City, shall have any direct interest in this Agreement, or obtain any present or
anticipated material benefit arising therefrom.
41. Counterparts. This Agreement may be executed in one or more counterparts, each
of which shall be deemed an original. All counterparts shall be construed together and shall
constitute one single Agreement.
42. Authority. The persons executing this Agreement on behalf of the Parties hereto
warrant that they are duly authorized to execute this Agreement on behalf of said Parties and that
by doing so, the Parties hereto are formally bound to the provisions of this Agreement.
[SIGNATURES ON FOLLOWING PAGE]
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SIGNATURE PAGE FOR PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF SAN BERNARDINO
AND WEST COAST LIGHTS AND SIRENS
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the date first
written above.
CITY OF SAN BERNARDINO
Approved By:
Robert D. Field
City Manager
Approved as to Form:
Sonia Carvalho
City Attorney
Attested By:
Genoveva Rocha, CMC, City Clerk
CONSULTANT
Signature
Name
Title
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Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Edward Erjavek, Library Director
Subject: Library Grant and Other Funding Appropriation (All Wards)
Recommendation
It is recommended that the Mayor and City Council of the City of San Bernardino,
California:
1. Accept grant funding in the amounts of $128,600 from the California Department
of Education, $110,775 from the California State Library for Literacy Department
services, and $9,237 for E-Resources for the Library’s regular budget; and
2. Authorize the Director of Finance to amend the FY 2020/21 Budget to
appropriate the funding for these items.
Background
The San Bernardino Public Library (SBPL) has a Literacy Department at the Feldheym
Central Library, in the Jack L. Hill Lifelong Learning Center, that is entirely grant funded.
The Literacy Department budget, adopted by the Mayor and City Council , is a projection
as the actual amounts from the California Department of Education (Program 123 -470-
0520) and the California State Library for California Library Literacy Services (Program
123-470-0532) will not be known until fall. The California Department of Education
funding is from the Workforce Innovation and Opportunity Act, Title II: Adult Education
and Family Literacy Act. The Literacy Department is a partner of the San Bernardino
County Workforce Development Board.
Discussion
Various services, besides basic literacy services, are also offered through the Jack L.
Hill Lifelong Learning Center including citizenship classes, free computer classes , and
homework assistance for students in kindergarten through eighth grade. Because of the
COVID-19 pandemic, the City is offering homework assistance via Zoom with a
combination of Literacy Department staff and work study students from CSUSB.
Some $63,275 in Literacy funding from the California State Library will go to the
California Literacy Program (account 123-470-0532), with $47,500 in Family Literacy
Services funding becoming a new program - the California Literacy Program for Family
Literacy. This includes $25,000 for FY 2019/20 that was received and deposited but not
included in the FY 2019/20 Expense Budget. These funds must be appropriated by the
Mayor and City Council in order to be spent as intended .
11
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6965
Page 2
The E-Resources funds are California Library Services Act funds. Each
system/cooperative (SBPL is a member of the Southern California Library Cooperative)
is given funds based on population and pays for resource sharing programs and
services. The remaining funds are then distributed to libraries under a formula based on
population. These funds are for electronic resources or any resource sharing product
such as the Overdrive eBook and eAudiobook collection, which SBPL offers its patrons.
2020-2025 Key Strategic Targets and Goals
The acceptance and administration of this funding aligns with Key Target No. 1:
Financial Stability and Key Target No. 3: Improved Quality of Life, with customer
service.
Fiscal Impact
There is no fiscal impact to the City, as matching funds are not required.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California:
1. Accept grant funding in the amounts of $128,600 from the California Department
of Education, $110,775 from the California State Library for Literacy Department
services, and $9,237 for E-Resources for the Library’s regular budget; and
2. Authorize the Director of Finance to amend the FY 2020/21 Budget to
appropriate the funding for these items.
Attachments
Attachment 1 Literacy Department Adopted FY 20-21 Budget
Attachment 2 Proposed Literacy Department Budget with Additional Funding
Attachment 3 Grant Award Letter for FY 20-21 from California Dept. of Education
Attachment 4 Grant Award Letter for FY 20-21 from California State Library
Attachment 5 Grant Award Letter for FY 19-20 from California State Library
Attachment 6 Letter for E-Resources Funding
Ward: All
Synopsis of Previous Council Actions: None
11
Packet Pg. 648
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 123 - Federal grant programs
REVENUE
Department 470 - Library
Program 0520 - ADULT BASIC EDUCATION
4695 Recoverable expense income (was 5945 in Linus)105,000.00 .00 105,000.00 .00 .00 .00 105,000.00 0 100,812.07
Program 0520 - ADULT BASIC EDUCATION Totals $105,000.00 $0.00 $105,000.00 $0.00 $0.00 $0.00 $105,000.00 0%$100,812.07
Program 0532 - CALIFORNIA LITERACY PROGRAM
4695 Recoverable expense income (was 5945 in Linus)67,000.00 .00 67,000.00 .00 .00 .00 67,000.00 0 42,074.82
Program 0532 - CALIFORNIA LITERACY PROGRAM
Totals
$67,000.00 $0.00 $67,000.00 $0.00 $0.00 $0.00 $67,000.00 0%$42,074.82
Department 470 - Library Totals $172,000.00 $0.00 $172,000.00 $0.00 $0.00 $0.00 $172,000.00 0%$142,886.89
REVENUE TOTALS $172,000.00 $0.00 $172,000.00 $0.00 $0.00 $0.00 $172,000.00 0%$142,886.89
EXPENSE
Department 470 - Library
Program 0520 - ADULT BASIC EDUCATION
5011 Salaries Permanent Fulltime 64,212.00 .00 64,212.00 3,047.53 .00 3,047.53 61,164.47 5 59,272.56
5018 Vacation Pay .00 .00 .00 .00 .00 .00 .00 +++3,494.85
5026 PERS Retirement 6,781.43 .00 6,781.43 295.81 .00 295.81 6,485.62 4 5,637.36
5027 Health Life Insurance 8,161.20 .00 8,161.20 723.94 .00 723.94 7,437.26 9 7,028.82
5029 Medicare 931.07 .00 931.07 44.19 .00 44.19 886.88 5 910.11
5034 Calpers Unfunded Liability 22,391.40 .00 22,391.40 .00 .00 22,391.40 .00 100 18,895.57
5111 Material And Supplies 2,500.00 .00 2,500.00 .00 .00 .00 2,500.00 0 .00
5132 Meetings And Conferences 1,800.00 .00 1,800.00 .00 .00 .00 1,800.00 0 .00
5133 Education And Training 800.00 .00 800.00 .00 .00 .00 800.00 0 .00
5175 Postage 100.00 .00 100.00 .00 .00 .00 100.00 0 .00
5181 Other Operating Expense 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 5,572.80
Program 0520 - ADULT BASIC EDUCATION Totals $109,677.10 $0.00 $109,677.10 $4,111.47 $0.00 $26,502.87 $83,174.23 24%$100,812.07
Program 0532 - CALIFORNIA LITERACY PROGRAM
5011 Salaries Permanent Fulltime .00 .00 .00 .00 .00 .00 .00 +++522.07
5014 Salaries Temporary Parttime 44,300.00 .00 44,300.00 2,967.63 .00 9,699.83 34,600.17 22 29,485.61
5026 PERS Retirement 1,750.00 .00 1,750.00 214.03 .00 787.93 962.07 45 2,053.85
5029 Medicare 625.00 .00 625.00 43.04 .00 140.69 484.31 23 435.07
5111 Material And Supplies 2,500.00 .00 2,500.00 .00 .00 .00 2,500.00 0 .00
5132 Meetings And Conferences 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 .00
5133 Education And Training 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
5181 Other Operating Expense 2,000.00 .00 2,000.00 .00 .00 149.90 1,850.10 7 .00
5505 Other Professional Services 12,825.00 .00 12,825.00 .00 258.78 .00 12,566.22 2 9,578.22
Program 0532 - CALIFORNIA LITERACY PROGRAM
Totals
$67,000.00 $0.00 $67,000.00 $3,224.70 $258.78 $10,778.35 $55,962.87 16%$42,074.82
Department 470 - Library Totals $176,677.10 $0.00 $176,677.10 $7,336.17 $258.78 $37,281.22 $139,137.10 21%$142,886.89
EXPENSE TOTALS $176,677.10 $0.00 $176,677.10 $7,336.17 $258.78 $37,281.22 $139,137.10 21%$142,886.89
Run by Ed Erjavek on 10/19/2020 10:56:37 AM Page 1 of 2
Budget Performance Report
Fiscal Year to Date 10/19/20
Include Rollup Account and Rollup to Object
11.a
Packet Pg. 649 Attachment: Attachment No. 1 - Literacy Budget FY 20-21 - 10.19.20 (6965 : Library Grant and Other
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 123 - Federal grant programs Totals
REVENUE TOTALS 172,000.00 .00 172,000.00 .00 .00 .00 172,000.00 0%142,886.89
EXPENSE TOTALS 176,677.10 .00 176,677.10 7,336.17 258.78 37,281.22 139,137.10 21%142,886.89
Fund 123 - Federal grant programs Totals ($4,677.10)$0.00 ($4,677.10)($7,336.17)($258.78)($37,281.22)$32,862.90 $0.00
Grand Totals
REVENUE TOTALS 172,000.00 .00 172,000.00 .00 .00 .00 172,000.00 0%142,886.89
EXPENSE TOTALS 176,677.10 .00 176,677.10 7,336.17 258.78 37,281.22 139,137.10 21%142,886.89
Grand Totals ($4,677.10)$0.00 ($4,677.10)($7,336.17)($258.78)($37,281.22)$32,862.90 $0.00
Run by Ed Erjavek on 10/19/2020 10:56:37 AM Page 2 of 2
Budget Performance Report
Fiscal Year to Date 10/19/20
Include Rollup Account and Rollup to Object
11.a
Packet Pg. 650 Attachment: Attachment No. 1 - Literacy Budget FY 20-21 - 10.19.20 (6965 : Library Grant and Other
FUND 123 FEDERAL GRANT PROGRAMS
Revenue
Department 470 - Library
Program 0520 - Adult Basic Education
4695 Recoverable Expense Income 2020-21 128,600.00
Total $128,600.00
Program 0532-California Literacy Program
4695 Recoverable Expense Income 2020-21 63,275.00
Total $63,275.00
4695 Program 05xx-California Literacy Program-Family Literacy
2020-2021 Family Literacy 22,500.00
2019-2020 Family Literacy 25,000.00 *To be spent by 12/31/20
Total 47,500.00
Department 470 - Library Revenue totals $239,375.00
Expense
Department 470 - Library
Program 0520 - Adult Basic Education
5011 Salaries Permanent Fulltime 65,000.00
5018 Vacation Pay 0.00
5026 PERS Retirement 6,781.46
5027 Health Life Insurance 8,161.20
5029 Medicare 931.07
5034 Calpers Unfunded Liability 22,391.40
5111 Material and Supplies 10,000.00
5132 Meetings and Conferences 2,500.00
5133 Education and Training 1,500.00
5175 Postage 250.00
5181 Other Operating Expense 11,000.00
Program 0520 - Adult Basic Education $128,515.13
Program 0532-California Literacy Program
5011 Salaries Permanent Fulltime 0.00
5014 Salaries Temporary Parttime 55,000.00
5026 PERS Retirement 3,500.00
5029 Medicare 1,250.00
5111 Material and Supplies 950.00
5132 Meetings and Conferences 500.00
5133 Education and Training 575.00
5181 Other Operating Expense 1,000.00
5505 Other Professional Services 500.00
Program 0532 California Literacy Program $63,275.00
Program 05xx-California Literacy Program-Family Literacy
5111 Material and Supplies 20,250.00
5112 Small Tools and Equipment 23,750.00
5505 Other Professional Services 3,500.00 Homework Help tutors
Program 05xx-California Literacy Program-Family Literacy $47,500.00
Department 470 Library Expense Totals $239,290.13
FUND 123 Federal Grant Programs Revenue Totals 239,375.00
Expense Totals 239,290.13
Federal Grant Programs Totals $84.87
11.b
Packet Pg. 651 Attachment: Attachment No. 2 - Proposed Literacy Department FY 20-21 Budget with Additions (6965 :
11.c
Packet Pg. 652 Attachment: Attachment No. 3 - Grant Award Letter for FY 20-21 from California Dept. of Education (6965 : Library Grant and Other Funding
916.653.5217 phone Library Development Services Bureau
916.653.8443 fax P. O. Box 942837 Sacramento, CA 94237-0001
www.library.ca.gov 900 N Street, 4th Floor, Sacramento, CA 95814
August 26, 2020
Edward Erjavek, Library Director erjavek.ed@sbpl.org
San Bernardino Public Library
555 W. Sixth St.
San Bernardino, CA 92410
Dear Mr. Erjavek:
We’re pleased to provide funds to support your California Library Literacy Services program
and the important work that you and your staff and volunteers do in your community.
The state budget continues California Library Literacy Services funding at $4.82 million for
adult literacy services and $2.5 million for family literacy services.
Your total award for the fiscal year that began July 1, 2020, is:
x Adult Literacy Services: $63,275
x Family Literacy Services: $22,500
x Total Award: $85,775
Your award will be claimed in two stages. The attached claim form will allow you to request the
first 90% of your Adult Literacy and Family Literacy Award:
x 90% of the Adult Literacy Award - $56,948
x 90% of the Family Literacy Award - $20,250
x Total Initial Award Amount - $77,198
Note: Information about claiming the remainder of you award is included in the payment
schedule at the back of your award packet.
There are three parts to the funding formula for California Library Literacy Services’ adult
literacy services program:
x A baseline amount ($20,000) for each approved library literacy program;
x A per capita amount per adult learner served in your program as reported in the most
recent Final Report on file from your library; and
x Additional funding based on local funds raised and expended for adult literacy services—
reflecting a commitment to state/local partnerships in support of literacy services.
Your funds must be encumbered by June 30, 2021, and fully expended, in accordance with your
approved budget on file with the State Library, by December 31, 2021. Encumbered funds are
those that have been deposited in the awardee’s accounting system and for which a budget has
been provided to and approved by the State Library.
Please be sure your program expenditures are consistent with the California Library Literacy
Services allowable and unallowable costs guide. If you have any questions about expending your
funds please reach out to the library.
11.d
Packet Pg. 653 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
We strongly encourage your program staff to develop and maintain community partners to
strengthen your program as well as attend regular regional library literacy network meetings and
participate in library literacy training opportunities offered by the State Library and the regional
networks.
The payment process begins when we receive your signed claim and certification forms
(attached). Both forms must be completed, signed with original signatures, and mailed to the
State Library’s Fiscal Office in order to be processed for payment.
Best wishes for a successful year. Our library literacy staff is available to assist you throughout
the year.
Your grant monitor is Natalie Cole: natalie.cole@library.ca.gov and your literacy grant
coordinator is Annly Roman: annly.roman@library.ca.gov. For application and reporting
questions please contact Annly and for programmatic questions please contact Natalie.
Thank you for your willingness to do so much for so many people in need.
Respectfully yours,
Greg Lucas
California State Librarian
Cc: Natalie Cole, natalie.cole@library.ca.gov
Annly Roman, annly.roman@library.ca.gov
Nicole Bravin, nicole.bravin@library.ca.gov
Enc: Claim form, certification form, and payment scheduled/reporting information
Respectfully yours,
11.d
Packet Pg. 654 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
San Bernardino Public Library Invoice #20-7062-1
PLEASE COMPLETE AND RETURN THIS PAGE
Claim Form State of California California Library Literacy and English Acquisition Services (CLLS)
California Education Code; Section 18880-18883
Budget Citation Chapter 23 – Budget Item 6120-213-0001
Fiscal Year: 2020-2021
Reporting Structure: 61202000 COA: 5432000; Approp. Ref: 213
Purchasing Authority Number: CSL-6120 Category: 84121600 Program #: 5312
FOR PAYMENT OF CALIFORNIA LIBRARY LITERACY SERVICES GRANT
Amount Claimed –$77,198
$56,948 for ALS (90% of award) and $20,250 for FLS (90% of award)
City of San Bernardino Public Library
claims the indicated allowance for the purposes of carrying out the functions stated in its CLLS
application and in Sections 18880-18883 of the California Education Code.
Warrant to be issued for payment to the library to be addressed to:
City of San Bernardino Public Library, ATTN: Library Director, 555 W 6th St, San Bernardino, CA
92410-3001
(Authorized agency to receive, disburse and account for CLLS funds)
I hereby certify under penalty of perjury: that the library named above shall use their allowance solely for
the purposes indicated in their CLLS application and in Sections 18880-18883 of the California Education
Code.
Official Representative or Fiscal Agent (Signature Required) Title
State Library Local Assistance Office Use Only
STATE OF CALIFORNIA, State Library Fiscal Office
By
State Library Representative
Approval by State:
CLLS $
Date:
EMAIL A COPY OF YOUR EXECUTED
CLAIM AND CERTIFICATION TO:
Nicole.Bravin@library.ca.gov
Email Subject:
Claim and Certification – CLLS Grant -
Library invoice number
AND
MAIL ONE ORIGINAL SIGNATURE TO:
California State Library
Fiscal Office – CLLS
P. O. Box 942837
Sacramento, CA 94237-0001
*The warrant address must match that on file in Fi$Cal. If you need to change the authorized library name and/or address, please contact Nicole Bravin, CSL Fiscal Office.
(nicole.bravin@library.ca.gov )
11.d
Packet Pg. 655 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
San Bernardino Public Library Invoice #20-7062-1
PLEASE COMPLETE AND RETURN THIS PAGE
CERTIFICATION
I hereby certify under penalty of perjury: that I am the duly authorized
representative of the claimant herein; that the claim is in all respects true,
correct and in accordance with law and the terms of the agreement; and that
payment has not previously been received for the amount claimed herein.
The claims the indicated allowance for the purposes of carrying out the
functions stated in its CLLS application and in Sections 18880-18883 of the
California Education Code.
City of San Bernardino Public Library, ATTN: Library Director, 555 W 6th St, San
Bernardino, CA 92410-3001
SIGNED DATE
Signature - Authorized representative
Typed/Printed Name and Title of Authorized Representative
Email address of authorized representative
MAIL ONE ORIGINAL SIGNATURE TO:
California State Library
Fiscal Office – CLLS
P. O. Box 942837
Sacramento, CA 94237-0001
11.d
Packet Pg. 656 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
CALIFORNIA LIBRARY LITERACY SERVICES DOCUMENTATION
Budget Item 6120-213-0001
Project Information:
Invoice #: 20-7062-1
Project Title: California Library Literacy Services
Grantee: San Bernardino Public Library
Funding Start Date: upon execution Term completion: December 31, 2021
Total Adult Literacy Services Funded Amount: $63,275
Total Family Literacy Services Funded Amount: $22,500
Total Award: $85,775
Payment schedule:
Libraries may request 90% of their total CLLS award upon receipt of the award letter.
Libraries may request the final 10% of their award upon the completion of the following items:
1. submission of the mid-year financial report
2. submission of a mid-year narrative report that demonstrates project activity
3. confirmation that 75% of the award has been expended
Libraries that have not expended 75% of the total CLLS award (ALS and FLS funds) by the end
of the fiscal year may request the final 10% of their award upon completion of the Final Report
and an approved expenditure plan through December 31.
Libraries that expend the first 90% of their total project CLLS funds (ALS and FLS funds), can
demonstrate project activity, and need the final 10% of their award before the mid-year reports are
due may apply to CLLS staff to receive those funds.
Note:
Libraries have 18 months to spend their CLLS funds, from the start of the fiscal year in which the
funds are awarded until December 31 of the following fiscal year.
Adult Literacy Services Family Literacy
Services
Total Allocation
Initial Payment $56,948 $20,250 $77,198
Final Payment $6,327 $2,250 $8,577
Total: $63,275 $22,500 $85,775
11.d
Packet Pg. 657 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
Reporting
Libraries will be required to submit mid-year financial and program narrative reports as well as a
final report. Reminder emails will be sent out beginning six weeks before each required report.
All required reporting materials will be located on the California State Library’s website. The
reporting schedule is detailed below.
Note:
A budget modification form will be required for all budget changes regardless of amount.
Modification form may be submitted throughout the year but no later than May 31
st.
Mid-year financial and Narrative report Due January 29, 2021
Final Report Due August 31, 2021
Approved Budget:
Below is the state fund award budget the California State Library has on file for the 2020-2021
fiscal year based on your approved application.
Note:
Your actual award for Adult Literacy Services may be slightly adjusted from the original
proposed award amount due to a small re-calculation right before funds were awarded. If this is
the case, the State Library will contact you later in the fiscal year to complete a Budget
Modification form.
Category Adult Literacy Services Family Literacy Services
Salaries and Benefits $49,811 $0
Contract Staff $2,100 $8,500
Operations $3,375 $8,000
Literacy Materials $3,200 $6,000
Small Equipment $4,000 $0
Equipment $0 $0
Indirect Costs $0 $0
11.d
Packet Pg. 658 Attachment: Attachment No. 4 - Grant Award Letter for FY 20-21 from California State Library (6965 : Library Grant and Other Funding
11.e
Packet Pg. 659 Attachment: Attachment No. 5 - Grant Award Letter for FY 19-20 from California State Library (6965 : Library Grant and Other Funding
11.e
Packet Pg. 660 Attachment: Attachment No. 5 - Grant Award Letter for FY 19-20 from California State Library (6965 : Library Grant and Other Funding
11.e
Packet Pg. 661 Attachment: Attachment No. 5 - Grant Award Letter for FY 19-20 from California State Library (6965 : Library Grant and Other Funding
11.e
Packet Pg. 662 Attachment: Attachment No. 5 - Grant Award Letter for FY 19-20 from California State Library (6965 : Library Grant and Other Funding
Good morning all.
Please see the attached breakdown of the FY19/20 CLSA funds to be distributed. Please see the
below requirements for expending these CLSA funds as well as the reporting requirements:
The funds are restricted to: e-books, e-audio books, e-magazines, downloadable and
streaming video content.
Each Library will need to report back to SCLC to tell us which service was acquired with
the funds (vendor and product name).
If the service involves selecting specific titles, we need to know the number of titles
acquired in each category mentioned in the first bullet above. If the service is a
collection like Kanopy, then the number of titles need not to be provided.
If you have any questions or concerns regarding the distribution of funds please notify me
immediately, as we are hoping to issue payments within the next week or so.
Thank you!
Carol Dinuzzo
Controller
Southern California Library Cooperative
(626) 427-3417
254 N. Lake Ave. #874
Pasadena, CA 91101
11.f
Packet Pg. 663 Attachment: Attachment No. 6 - Letter for E-Resources Funding (6965 : Library Grant and Other Funding Appropriation (All Wards))
Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Kris Watson, Animal Services Director
Subject: Donation Fund for Animal Services (All Wards)
Recommendation
Adopt Resolution No. 2020-274 of the Mayor and City Council of the City of San
Bernardino, California, approving the establishment of special funds for the benefit of
the San Bernardino Municipal Animal Shelter.
Background
Animal Services has become a vital community service, improving the lives of both
residents and pets in the community. Currently, the Animal Services Department annual
budget is $2.6 million, which does not include funding to be set asid e for a new shelter
or additional programming (i.e. low-cost spay/neutering) for the residents of the City.
Staff has been approached by individuals and businesses willing to donate money to
supplement the budget of the Department, but those same individuals seek assurances
that the funds would be reserved specifically for Animal Services purposes and
initiatives.
Discussion
In an effort to expand services and establish a capital campaign to build a new shelter,
the City should establish a fund to receive and track donations specific to Animal
Services. The monies would be sequestered to offset the costs of medical care for
shelter pets, allow low-income residents of the City of San Bernardino to have their
animals spayed or neutered at a lower fee (furthe r reducing impounds to the shelter),
and would fund the building and maintenance of a new facility.
City staff considered the establishment of a 501(c)(3) non-profit as an alternative.
However, City staff ultimately determined that the establishment of a special restricted
fund was the better option because it involved reduced costs, meaning more resources
could be dedicated to the animals rather than to the administration of a nonprofit , and
identical tax benefits for donors as donations are similarly t ax deductible under Internal
Revenue Code section 170(b)(1)(v).
2020-2025 Key Strategic Targets and Goals
The request to establish an Animal Services Fund directly contributes to Key Target No.
1: Financial Stability; specifically a. Secure a long-term revenue source and c. Create a
12
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6967
Page 2
framework for spending decisions. The fund would ensure that donations of any amount
as well as larger bequests would be retained solely for Animal Services and would
reduce the budget allocations needed from the General Fund to support the
Department.
Fiscal Impact
While the fiscal impact at this time is unknown, according to some estimates, Southern
Californians donate on average $4.73 per capita to charitable organizations. So far, in
Fiscal Year 2020/21, the Department has received over $500 in donations without
actively requesting monetary support. If a fund was established for the Department, we
could proactively seek support from individual and corporate donors to support the
residents and animals of the City.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, adopt Resolution No. 2020-274, approving the establishment of special funds
for the benefit of the San Bernardino Municipal Animal Shelter.
Attachments
Attachment 1 Resolution 2020-274
Ward: All
Synopsis of Previous Council Actions: N/A
12
Packet Pg. 665
RESOLUTION NO. 2020-274
RESOLUTION OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
ESTABLISHING SPECIAL FUNDS FOR THE BENEFIT OF
THE SAN BERNARDINO MUNICIPAL ANIMAL SHELTER
WHEREAS, the City of San Bernardino, a municipal corporation and charter city duly
organized and existing under the laws of the State of California, may establish special funds for
the receipt and expenditure of funds for a specific purpose; and
WHEREAS, under Section 170 (b)(1)(v) of the Internal Revenue Code, contributions to
a governmental unit like the City are tax deductible so long as the contributions are used for
exclusively public purposes; and
WHEREAS, the City desires to encourage and facilitate contributions from private
parties for the benefit of the City’s Municipal Animal Shelter and Animal Services Department;
and
WHEREAS, the establishment of several special funds to assist with various aspects of
running the City’s Municipal Animal Shelter would be of benefit to the City – it would provide
donors with choice in terms of where to dedicate monies and would ensure those funds are used
for the specific purposes stated herein; and
WHEREAS, the City now desires to establish such special funds to assist with the
following: the capital costs of shelter repairs, improvements, and shelter relocation; the cost of
animal care for injured or sick animals at the shelter; and the cost of spay and neuter programs to
assist low-income residents.
BE IT RESOLVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. The City Council hereby establishes the following three special funds for
the receipt of contributions for animal shelter purposes: (1) Shelter Fund; (2) Animal Medical
Fund; and (3) Spay-Neuter Fund. All expenditures from said funds shall be exclusively for
public purposes to benefit the San Bernardino Municipal Animal Shelter. Specifically, the
purpose of each fund shall be as follows:
(1) Shelter Fund. Contributions to this fund shall be used exclusively for the funding
and building a new animal shelter or for capital improvements and ongoing repairs to the current
facilities.
(2) Animal Medical Fund. Contributions to this fund shall be used exclusively to
offset the costs of medical care for injured/sick animals impounded at the shelter.
12.a
Packet Pg. 666 Attachment: Attachment No. 1 - 2020-274 Resolution Establishing Municipal Shelter Funds-c1 (6967 : Donation Fund for Animal Services (All
Resolution No. 2020-274
(3) Spay-Neuter Fund. Contributions to this fund shall be used exclusively to help
low-income residents get their animals spayed or neutered at participating veterinarians.
SECTION 3. The City’s Finance Director shall take all necessary steps to establish the
funds in the City’s accounting system such that revenues and expenditures may be tracked
independently to ensure that funds are used for their stated purpose and exclusively for public
purposes to benefit the San Bernardino Municipal Animal Shelter.
SECTION 4. The City Council finds this Resolution is not subject to the California
Environmental Quality Act (CEQA) in that the activity is covered by the general rule that CEQA
applies only to projects which have the potential for causing a significant effect on the
environment. Where it can be seen with certainty, as in this case, that there is no possibility that
the activity in question may have a significant effect on the environment, the activity is not
subject to CEQA.
SECTION 5. Severability. If any provision of this Resolution or the application thereof
to any person or circumstance is held invalid, such invalidity shall not affect other provisions or
applications, and to this end the provisions of this Resolution are declared to be severable.
SECTION 6. Effective Date. This Resolution shall become effective immediately.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of __________ 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
12.a
Packet Pg. 667 Attachment: Attachment No. 1 - 2020-274 Resolution Establishing Municipal Shelter Funds-c1 (6967 : Donation Fund for Animal Services (All
Resolution No. 2020-274
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Resolution No. 2020-___, adopted at a regular meeting held on the ___ day of _______ 2020 by
the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ _____ _____ _______ _______
IBARRA _____ _____ _______ _______
FIGUEROA _____ _____ _______ _______
SHORETT _____ _____ _______ _______
NICKEL _____ _____ _______ _______
RICHARD _____ _____ _______ _______
MULVIHILL _____ _____ _______ _______
WITNESS my hand and official seal of the City of San Bernardino this ___ day of
____________ 2020.
Genoveva Rocha, CMC, City Clerk
12.a
Packet Pg. 668 Attachment: Attachment No. 1 - 2020-274 Resolution Establishing Municipal Shelter Funds-c1 (6967 : Donation Fund for Animal Services (All
Page 1
Consent Calendar
City of San Bernardino
Request for Council Action
Date: November 4, 2020
To: Honorable Mayor and City Council Members
From: Robert D. Field, City Manager
By: Michael Huntley, Director of Community & Economic
Development
Subject: Final Reading and Adoption of Ordinance MC-1546 (Ward 1)
Recommendation
Adopt Ordinance No. MC-1546 of the Mayor and City Council of the City of San
Bernardino, California, approving Development Code Amendment (Zoning Map
Amendment) 19-08 to change the Zoning District Classification from Public Park (PP) to
Industrial light (IL) of three (3) parcels (APN(S): 0280-151-07, 08, and 09) containing a
total of approximately 13.97 acres, pursuant to a Mitigated Negative Declaration
(Attachment 1).
Background
On October 21, 2020, the Mayor and City Council conducted a public hearing on
Development Code Amendment (Zoning Map Amendment) 19 -08 to change the Zoning
District Classification from Public Park (PP) to Industrial light (IL) of three (3) parcels
(APN(S): 0280-151-07, 08, and 09) containing a total of approximately 13.97 acres,
pursuant to a Mitigated Negative Declaration. Subsequent to Mayor and City Council
discussion, the City Council conducted the first reading of, and introduced, Ordinance
No. MC-1546.
Discussion
The proposal is a request to change the Zoning District Classification of the project site
to Industrial light (IL) in order to allow the development of a new industrial building. The
proposal also includes the construction of an approximately 467,125 square foot high
cube warehouse facility on a site containing approximately 20.29 acres. Approximately
20,000 square feet of the building will be used for offices with the remainder dedicated
for a high cube warehouse facility. This project is proposed as a speculative business
with no specific tenant, but has been designed specifically for use as a high cube
warehouse facility. Subsequent to City Council action at the October 21, 2020 meeting,
the proposal is now ready for final reading.
2020-2025 Key Strategic Targets and Goals
Development Code Amendment (Zoning Map Amendment) 19 -08 aligns with Key Target
No. 4: Economic Growth & Development. The proposed development will rezone an
existing property to Industrial to create consistency within the project area in order to
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Page 2
allow the development of a new industrial warehouse that will provide an economic
benefit to the City.
Fiscal Impact
While there would be no direct fiscal impact from the proposed amendment, the
development impact fees associated with the subsequent development of the project
site would total approximately $967,000. City services will be provided to this project
similar to other industrial developments in the City and surrounding area.
Conclusion
It is recommended that the Mayor and City Council of the City of San Bernardino,
California, adopt Ordinance No. MC-1546 approving Development Code Amendment
(Zoning Map Amendment) 19-08 to change the Zoning District Classification from Public
Park (PP) to Industrial light (IL) of three (3) parcels (APN(S): 0280-151-07, 08, and 09)
containing a total of approximately 13.97 acres, pursuant to a Mitigated Negative
Declaration.
Attachments
Attachment 1 Ordinance No. MC-1546 - Development Code Amendment;
Attachment 2 Exhibit A - Zoning Map Amendment
Ward: 1
Synopsis of Previous Council Action: N/A
13
Packet Pg. 670
ORDINANCE NO. MC-1546
ORDINANCE OF THE MAYOR AND CITY COUNCIL OF
THE CITY OF SAN BERNARDINO, CALIFORNIA,
APPROVING DEVELOPMENT CODE AMENDMENT
(ZONING MAP AMENDMENT) 19-08 TO CHANGE THE
ZONING DISTRICT CLASSIFICATION FROM PUBLIC
PARK (PP) TO INDUSTRIAL LIGHT (IL) OF THREE (3)
PARCELS (APN(S): 0281-151-07, 08, AND 09) CONTAINING
A TOTAL OF APPROXIMATELY 13.97 ACRES,
PURSUANT TO A MITIGATED NEGATIVE
DECLARATION
WHEREAS, together, General Plan Amendment 19-03, Development Code Amendment
(Zoning Map Amendment) 19-08, Subdivision 19-16 (Tentative Parcel Map 20189), and
Development Permit Type-D 19-13 constitute the Foisy East Project (“Project”); and
WHEREAS, Development Code Amendment (Zoning Map Amendment) 19-08 is a
request to allow the change of the Zoning District Classification from Public Park (PP) Industrial
Light (IL) of three (3) parcels containing a total of approximately 13.97 acres; and
WHEREAS, pursuant to the California Environmental Quality Act (“CEQA”; Public
Resources Code, § 21000 et seq.), Section 21067, and State CEQA Guidelines (California Code
of Regulations, § 15000 et seq.), Section 15367, the City of San Bernardino is the lead agency
for the Project; and
WHEREAS, City staff determined that pursuant to State CEQA Guidelines Section
15073, preparation of a Mitigated Negative Declaration was the appropriate environmental
review procedure under CEQA, because all potential significant impacts of the Project can be
mitigated to a level of less than significant; and
WHEREAS, a Mitigated Negative Declaration (“MND”) and Mitigation Monitoring and
Reporting Program (“MMRP”) were prepared for the Project; and
WHEREAS, on September 8, 2020, the Planning Commission of the City of San
Bernardino held a duly-noticed public hearing to consider public testimony and the staff report,
and adopted Resolution No. 2020-042 recommending the adoption of the Mitigated Negative
Declaration, and the approval of General Plan Amendment 19-03, Development Code
Amendment (Zoning Map Amendment) 19-08, Subdivision 19-16 (Tentative Parcel Map 20189),
and Development Permit Type-D 19-13 to the Mayor and City Council; and
WHEREAS, notice of the October 7, 2020 public hearing for the Mayor and City
Council's consideration of this proposed Ordinance was published in The Sun newspaper on
September 25, 2020, and was mailed to property owners within a 500 foot radius of the project
site in accordance with Development Code Chapter 19.52 (Hearings and Appeals); and
WHEREAS, the October 7, 2020 public hearing on the Project was continued to October
21, 2020 to respond to public comments received on October 7, 2020; and
13.a
Packet Pg. 671 Attachment: Attachment No. 1 - Ordinance No. MC-1546 [Revision 1] (6968 : Final Reading and Adoption of Ordinance MC-1546 (Ward 1))
Ordinance No. MC-1546
2
WHEREAS, no comments made in the public hearing conducted by the Mayor and City
Council, and no additional information submitted to the City Council, has produced substantial
new information requiring substantial revisions that would trigger recirculation of the MND or
additional environmental review under State CEQA Guidelines Section 15073.5; and
WHEREAS, pursuant to the requirements of Chapters 19.52 (Hearing and Appeals) and
Chapter 19.74 (Zoning Map Amendments) of the City of San Bernardino Development Code, the
Mayor and City Council have the authority to take action on Development Code Amendment
(Zoning Map Amendment) 19-08; and
NOW THEREFORE, THE MAYOR AND CITY COUNCIL OF THE CITY OF
SAN BERNARDINO, CALIFORNIA, DO ORDAIN AS FOLLOWS:
SECTION 1. The above recitals are true and correct and are incorporated herein by this
reference.
SECTION 2. Compliance with the California Environmental Quality Act. The City
Council having independently reviewed and analyzed the record before it, including the adopted
Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program, and written
and oral testimony, and having exercised their independent judgment, finds that there is no
substantial evidence supporting a fair argument that approval of the Project will result in a
significant effect on the environment.
SECTION 3. Finding of Facts – Development Code Amendment (Zoning Map
Amendment) 19-08
Finding No. 1: The proposed amendment is consistent with the General Plan.
Finding of Fact: The proposed amendment will result in removing the existing Public Park
(PP) Zoning District classification from the project site, resulting in the
entire site having the Industrial Light (IL) Zoning District classification.
The Industrial Light (IL) Zoning District classification is intended to
provide for the new development of lighter industrial uses along major
vehicular, rail, and air transportation routes serving the City. The change
in the Zoning District classification would provide a single zone over the
entire 20.29 acre property and would allow the development and
establishment of an industrial warehouse building containing
approximately 467,125 square feet, which is consistent with the light
industrial uses within the project vicinity. The project is also consistent
with the following General Plan goal and policies:
Goal 4.1 encourages economic activity that capitalizes
upon the transportation and locational strengths of San
Bernardino.
The proposed change of the Zoning District classification
from Public Park (PP) to Industrial (IL) will capitalize on
the City’s transportation and locational strengths and will
13.a
Packet Pg. 672 Attachment: Attachment No. 1 - Ordinance No. MC-1546 [Revision 1] (6968 : Final Reading and Adoption of Ordinance MC-1546 (Ward 1))
Ordinance No. MC-1546
3
encourage economic development and provide employment
opportunities to the City’s residents.
Policy 2.5.6 requires that new development be designed to
complement and not devalue the physical characteristics of
the surrounding environment, including consideration of
the site’s natural topography and vegetation, and
surrounding exemplary architectural styles.
Policy 5.7.6 encourages architectural detailing, which
includes richly articulated surfaces rather than plain or
blank walls.
The project site is flat and has been disturbed. The site is
surrounded by light industrial businesses, vacant lots and
nonconforming single-family residential properties. The
proposed project will result in the construction of a 467,125
square foot industrial warehouse building with ancillary
parking and landscaping. The concrete tilt-up building will
be articulated on all sides through the use of varying
parapet heights, corner elements and the use of color and
varying materials to break up the mass of the building
walls. The rooftop equipment will be screened, and
extensive landscaping will be provided along the project’s
frontages, consistent with these policies.
Therefore, the proposed amendment is consistent with the General Plan.
Finding No. 2: The proposed amendment would not be detrimental to the public interest,
health, safety, convenience, or welfare of the City.
Finding of Fact: The proposed amendment will not be detrimental to the public interest,
health, safety, convenience, or welfare of the City in that the amendment
from Public Park (PP) to Industrial Light (IL) will facilitate the
development of an industrial warehouse building, which is consistent with
the light industrial uses within the project vicinity. The project site has
direct access from S. Foisy Street and E. Central Avenue, will be fully
served by utility providers, will be constructed in accordance with all
applicable codes and regulations, and will not result in the need for the
excessive provision of services. Additionally, any potential impacts
created by the proposed amendment have been addressed in the Final
Initial Study/Mitigated Negative Declaration and appropriate mitigation
measures have been included within the Mitigation Monitoring and
Reporting Program.
Finding No. 3: The proposed amendment would maintain the appropriate balance of land
uses within the City.
13.a
Packet Pg. 673 Attachment: Attachment No. 1 - Ordinance No. MC-1546 [Revision 1] (6968 : Final Reading and Adoption of Ordinance MC-1546 (Ward 1))
Ordinance No. MC-1546
4
Finding of Fact: The proposed amendment will result in removing the existing Public Park
(PP) Zoning District classification from the project site, resulting in the
entire site having the Industrial Light (IL) Zoning District classification.
The proposed amendment will result in transforming an underutilized site
into an industrial warehouse building containing approximately 467,125
square feet in order to capitalize on the City’s transportation and locational
strengths and will encourage economic development and provide
employment opportunities to the City’s residents. Therefore, the proposed
amendment will not change the balance of land uses within the City due to
the fact that the Industrial Light (IL) Zoning District classification to allow
an industrial development on a parcel adjacent to and directly across the
street from other large parcels of land designated for industrial uses and
create greater consistency with the surrounding properties and provide for
an appropriate balance of land uses within the City limits.
Finding No. 4: The subject parcels are physically suitable (including, but not limited to,
access, provision of utilities, compatibility with adjoining land uses, and
absence of physical constraints) for the requested land use designation and
the anticipated land use development.
Finding of Fact: The proposed industrial warehouse building containing approximately
467,125 square feet along is permitted within the Industrial Light (IL)
Zone, subject to the approval of General Plan Amendment 19-03,
Development Code Amendment (Zoning Map Amendment) 19 -08,
Subdivision 19-16 (Tentative Parcel Map 20189), and Development
Permit Type-D 19-13 with the appropriate Conditions of Approval, and
Mayor and City Council adoption of the Mitigated Negative Declaration.
The subject site as an industrial development is sufficient in size to
accommodate the project as proposed as required by the City of San
Bernardino Development Code for Industrial Zones. Therefore, the subject
site is physically suitable for the proposal.
SECTION 4. Development Code Amendment (Zoning Map Amendment) 19-08 to
change the Zoning District Classification from Public Park (PP) to Industrial Light (IL) of three
(3) parcels (APN(S): 0281-151-07, 08, and 09), attached hereto and incorporated herein by
reference as Exhibit A, is hereby approved.
SECTION 5. Notice of Determination: The Planning Division of the Community and
Economic Development Department is hereby directed to file a Notice of Determination with the
County Clerk of the County of San Bernardino within five (5) working days of final project
approval certifying the City’s compliance with the California Environmental Quality Act in
approving the Project.
SECTION 6. Severability: If any section, subsection, subdivision, sentence, or clause or
phrase in this Ordinance or any part thereof is for any reason held to be unconstitutional, invalid
or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or
effectiveness of the remaining portions of this Ordinance or any part thereof. The City Council
hereby declares that it would have adopted each section irrespective of the fact that an y one or
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Ordinance No. MC-1546
5
more subsections, subdivisions, sentences, clauses, or phrases be declared unconstitutional,
invalid, or ineffective.
SECTION 7. Effective Date. This Ordinance shall become effective thirty (30) days
after the date of its adoption.
SECTION 8. Notice of Adoption. The City Clerk of the City of San Bernardino shall
certify to the adoption of this Ordinance and cause publication to occur in a newspaper of general
circulation and published and circulated in the City in a manner permitted under Section 36933
of the Government Code of the State of California.
SECTION 9. Custodian of Record. The documents and materials associated with this
Resolution and that constitute the record of proceedings on which these findings are based are
located at 290 North D Street, San Bernardino, CA 92401. The City Clerk is the custodian of the
record of proceedings.
APPROVED and ADOPTED by the City Council and signed by the Mayor and attested
by the City Clerk this ___ day of _________, 2020.
John Valdivia, Mayor
City of San Bernardino
Attest:
Genoveva Rocha, CMC, City Clerk
Approved as to form:
Sonia Carvalho, City Attorney
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Ordinance No. MC-1546
6
CERTIFICATION
STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss
CITY OF SAN BERNARDINO )
I, Genoveva Rocha, CMC, City Clerk, hereby certify that the attached is a true copy of
Ordinance No. MC-1546, introduced by the City Council of the Cit y of San Bernardino,
California, at a regular meeting held the ___ day of _______________, 2020. Ordinance No.
MC-1546 was approved, passed, and adopted at a regular meeting held the ___ day of
_________, 2020 by the following vote:
Council Members: AYES NAYS ABSTAIN ABSENT
SANCHEZ
IBARRA
FIGUEROA
SHORETT
NICKEL
RICHARD
MULVIHILL
WITNESS my hand and official seal of the City of San Bernardino this ___ day of _________,
2020.
Genoveva Rocha, CMC, City Clerk
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PROJECT: DCA (ZMA) 19-08
CHANGE THE ZONING DISTRICT CLASSIFICATION FROM PUBLIC
PARK (PP) TO INDUSTRIAL LIGHT (IL) OF THREE (3) PARCELS
(APN(S): 0280-151-07, 08, AND 09) CONTAINING A TOTAL OF
APPROXIMATELY 13.97 ACRES
NORTH
EXHIBIT A – DEVELOPMENT CODE AMENDMENT (ZONING MAP AMANDMENT)
PROJECT SITE
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