HomeMy WebLinkAbout41-Planning and Building
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CITY' OF SAN BERN~DINO - REQUEST ~ COUNCIL ACTION
From: Larry E. Reed, Assistant Director
Dept: Planning and Building Services
Date: September 30, 1991
Subject:
General Plan Amendment No. 90-09,
Parcel Map No. 14067 and Conditional
Permit No. 91-07
Use
Mayor and Common Council Meeting of
October 21, 1991, 2:00 p.m.
Synopsis of Previous Council action:
The northeast corner of Inland Center Drive and "I" Street was designated IL,
Industrial Light upon adoption of the General Plan on June 2, 1989.
At their meeting of September 17, 1991, the Planning Commission recommended
approval of General Plan Amendment No. 90-09, Parcel Map No. 14067 (with
Conditions) and Conditional Use Permit No. 91-07 (with Conditions) and denial
of the request for sale of beer and wine for off-site consumption.
Recommended motion: That the hearing be closed and that:
1) the resolution for General Plan Amendment No. 90-09 be adopted;
2) the Negative Declaration for Parcel Map No. 14067 and Conditional Use Permit
No. 91-07 be adopted;
3) Parcel Map No. 14067 be approved (with Conditions);
4) Conditional Use Permit No. 91-07 be approved (with Conditions) and that the
request for sale of beer and wine for off-site consumption be denied.
r&/
Signature Asst. Di rector
Supporting data attached:
Staff Reoort
Ward:
384-5357
3
Contact person:
Larrv E. Reed
Phone:
FUNDING REQUIREMENTS:
Amount:
N/A
Source: (Acct. No.)
(Acct. Descriotion)
Finance:
Council Notes:
/11
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General Plan amendment No. 90-09, parcel
No. 14067 and conditional Use permit NO.
October 21, 1991
paqe 2
Map
91-07
14067). In both instances, a Negative Declaration was recommended.
No comments were received during the repective public review
periods.
PLM1NING COMMI:SSI:ON R!!t!nMMEHD~TI:ON
The Planning commission considered GPA 90-09, CUP 90-07 and Parcel
Map 14067 at their meeting of september 17, 1991. Their
recommendation to the Mayor and Common Council regarding GPA 90-
09 is to adopt the Negative Declaration and the amendment request
to change the land use designation to CG-1, commercial General.
Regarding CUP 91-07 and Parcel Map No. 14067, the planning
commission recommended that the Mayor and Common Council adopt the
Negative Declaration, approve Parcel Map No. 14067 (with
Conditions), approve CUP 91-07 (with Conditions) and deny the
request for sale of beer and wine for off-site consumption.
The planning commission recommended denial of the request for the
off-site sale of alcohol for the following reasons: 1.)
overconcentration of off-sale alcohol licenses in the ABC census
tract: 2.) the potential of the off-sale alcohol license to bring
additional crime to the area: 3.) the close proximity of the
facility to an elementary school (Urbita Elementary is
approximately 81 feet to the northwest): and, 4.) the close
proximity of another off-sale establishment (#1 store, located 119
feet to the south across I:nland Center Drive). The applicant did
not oppose this recommendation at the September 17, 1991 Planning
commission meeting,
MAYOR AND COMMON comrCI:L OPTI:ONS
1. The Mayor and Common Council may adopt the Negative
Declaration and approve General Plan Amendment No. 90-09 based
on the findings in the resolution and adopt the Negative
Declaration and approve Parcel Map No. 14067 (with Conditions)
and Conditional Use permit No. 91-07 (with conditions) and
deny the request for sale of beer and wine for off-site
consumption.
2. The Mayor and Common Council may adopt the Negative
Declaration and approve General Plan Amendment No. 90-09 based
on the findings in the resolution and/or adopt the Negative
Declaration and approve Parcel Map No. 14067 (with Conditions)
and deny Conditional Use Permit No. 91-07.
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General Plan Amendment No. 90-09, Parcel Map
No. 14067 and conditional Use Permit No. 91-07
october 21, 1991
paqe 3
3. The Mayor and Common Council may continue General Plan
Amendment No. 90-09, Parcel Map No. 14067 and Conditional Use
Permit No. 91-07 and direct staff to address alternative land
use desiqnations or other modifications to the combined
projects.
4. The Mayor and Common Council may deny General Plan Amendment
No. 90-09, Parcel Map No. 14067 and Conditional Use Permit No.
91-07.
RBCOIlMENDATI:ONS
Staff recommends that the Mayor and Common Council take the
following actions:
1. Adopt the resolution, copy attached, which adopts the Negative
Declaration and approve General Plan ~endment No. 90-09 as
presented: and,
2. Adopt the Negative Declaration for Parcel Map No. 14067 and
Conditional Use Permit No. 91-07, approve Parcel Map No. 14067
(with Conditions), approve Conditional Use Permit No. 91-07
(with Conditions) and deny the request for the sale of wine
and beer for off-site consumption.
Prepared by: Deborah Woldruff, Associate Planner and
Michael R. Finn, Associate Planner for
Larry E. Reed, Assistant Director
Planning And Building Services Department
Attachment 1: Memorandum to the Planning Commission
Attachment A: Planning Commission Staff Report for
GPA 90-09
September 17, 1991
Attachment 2: Planning Commission Staff Report for Parcel Map No.
14067 and CUP 91-07
September 17, 1991
Attachment 3: Resolution
Attachment A: Locaton Map
Attachment B: Legal Description
CITY OF SAN BERN"'INO - REQUEST Fa) COUNCIL ACTION
STAFF REPORT
SUBJBCT
General Plan Amendment No. 90-09, Parcel Map No. 14067
and Conditional Use Permit No. 91-07
Mayor and Common council Meeting of
October 21, 1991
DOUBS'.f
General Plan Amendment (GPA) No. 90-09 is a request to change the
land use designation from IL, Industrial Light to CG-1, Commercial
General on nine contiguous parcels comprising approximately 2.8
acres. This request is being processed concurrently with Parcel
Map No. 14067 and Conditional Use Permit (CUP) No. 91-07 (as
referenced). CUP 91-07 is a development proposal to construct a
24-hour self-service gas station/mini-market with the sales of beer
and wine for off-site consumption, a 5 bay car wash and a 12,800
square foot lease building for auto related uses. The parcel map
is to consolidate the nine, substandard parcels into one. The site
is located at the northeast corner of Inland Center Drive and "I"
street. (See Attachment 1, the Planning Commission Staff Report
for GPA 90-09, Attachment A , Exhibit C - refer to last map for
location. )
The Planning commission Staff Reports for GPA 90-09 and CUP 91-07
(inclUdes Parcel Map 14067) are included as Attachments 1 and 2,
respectively.
BACKGROUND
Prior to adoption of the General Plan, the amendment site was
bisected by two zone districts (M-1, Light Manufacturing and C-M,
Commercial Manufacturing). Upon adoption of the General Plan, the
site was designated IL, Industrial Light. The commercial service
uses proposed in CUP 91-07 are not permitted in the IL designation.
As such, the applicant submitted It request for a general plan
amendment to change the land use designation to CG-1 to be
processed concurrently. It should be noted that if GPA 90-09 is
denied, the conditional use permit must also be denied.
ENVIROHMENTAL
At different meetings, the Environmental Review Committee reviewed
the initial studies for GPA 90-09 and CUP 91-07 (with Parcel Map
CITY OF SAN BCRNARDINO
-
IVOMORANDUM
To
Planning Commission
From
Larry E. Reed, Assistant
Director of Planning
and Building Services
September 17, 1991
_.Jbject
General Plan Amendment No. 90-09
(Revised)
Date
Approved Item No. 3
Date
OWNERS
Claud Merrihew and Rick Fritts
8000 Auto Plaza Drive
Riverside, CA 92504
APPLrCANT
Nick Tavaglione construction
3545 Central Avenue, suite 200
Riverside, CA 92506
BACKGROUND
General Plan Amendment (GPA) No. 90-09 was continued from the
Planning Commission meeting held on October 9, 1990 in error to
November 6, 1990, Election Day. To correct this error, the item
was placed on the agenda for the Planning Commission meeting held
on October 16, 1990 and continued to the correct date of November
7, 1990.
At the Planning commission meeting of November 7, 1990, the item
was continued to the Planning Commission meeting of December 11,
1990 and also to the meeting of January 22, 1991. The applicant
then requested that GPA 90-09 l::Ie continued until the related
development application, Conditional Use Permit (CUP) No. 91-07,
was processed to the Planning commission level. Both items are on
the planning commission Agenda for september 17, 1991. rt should
l::Ie noted that while GPA 90-09 was scheduled for and continued from
several Planning commission meetings, the case has never l::Ieen
presented to the Planning Commission.
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Planning commission Meeting
September 17, 1991
GPA NO. 90-09
Page 2
RECOMMENDATION
Since the staff report for this case was prepared (October 9, 1990)~
conditions in the project area have changed. As a result, staff
has reevaluated the case and revised the staff report to recommend
approval of General Plan Amendment No. 90-09 based on the findings
in the staff report dated September 17, 1991.
Respectfully,
laX E~. ~ Di~ctor
Planning And Building Services
(JeW-A~t W~ :utlf-
~~borah Woldruff
Associate Planner
Attachment:
Staff Report to Planning Commission
(September 17, 1991)
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
SUMMARY
AGENDA ITEM 3
HEARING DATE 9-17-91
WARD 3
r /'""'.. r rAPPLICANT: Nick Tavaglione Constructl'
W GENERAL PLAN AMENDMENT 3545 C~ntral Ave.6 #200
Rivers~de, CA 925 6
tn NO. 90-09
C REVISED OWNER: Claud Merrihew & Riik Frit
0 3545 Central Ave., 200
Riverside, CA 92506
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F'"". r
t) To change the land use designation from IL, Industrial
W Light to CG-1, Commercial General on nine contiguous
:)
0 parcels comprising 2.077 acres. This project is located
W at the northeast corner of Inland Center Drive and"I"
a: Street.
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W
a:
C
I....J '"
r EXISTING GENERAL PLAN
PROPERTY LAND USE ZONING DESIGNATION
Subject Vacant IL Industrial Light
North Residential, Commercial, IL Industrial Light
Industrial & Vacant Land
South Commercial CG-l&RM Commerci~l Gene~al &
Resident~al Med~urn
East 1-215 & Commercial CCS&CR-1 central.clt~ SQuth &
Commerc~a eg~onal
Nest Residential, Commercial RS Residential Suburban
GEOLOGIC I SEISMIC }CI:YES ( FLOOD HAZARD 0 YES 0 ZONE A Ie SEWERS: ~YES )
HAZARD ZONE: o NO \. ZONE: }Ct NO 0 ZONE B o NO
o YES ..... JCC YES
( HIGH FIRE DYES AIRPORT NOISE! [ REDEVELOPMENT )
HAZARD ZONE: >>2 NO CRASH ZONE: PROJECT AREA:
JCC NO \. o NO
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..I o NOT o POTENTIAL SIGNIACANT Z J<<XIX APPROVAL
j! APPLICABLE EFFECTS WITH 0
MmGATlNG MEASURES -
Ztn NO HR. !C 0 CONDITIONS
WCJ 1I.C1
::IZ o EXEMPT o HR. REQUIRED BUT NO II.Z 0 DENIAL
Z- SIGNIFICANT EFFECTS CW
OCl WITH MITIGATING t)::1
a:~ MEASURES ~ 0 CONTINUANCE TO
-II.
> n NO SIGNIFICANT o SlGNIACANT EFFECTS
Z fd
W EFFECTS SEE ATTACHED E.R.C.
- MINUTES ) a:
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pLAN-1m PAGE' OF 1 (.-10)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE GPA 90-09 revised
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
3
9-17-91
2
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lU!lOUEST AND LOCATl:ON
The applicant requests to amend the General Plan Land Use Plan to
change the desiqnation from IL, Industrial Light to CG-1,
commercial General for a site located at the northeast corner of
Inland Center Drive and "I" street. Exhibit C of the Initial study
shows the proposed amendment site.
AREA CBARACTERl:STl:CS
The amendment site is undeveloped and contains of
land comprising approximately 2.077 gross acres.
level and roughly rectanqular in shape.
The parcels immediately north of the amendment site are vacant and
designated IL. The IL land use desiqnation extends north for
several blocks. North and beyond the vacant parcels are two
single-family residences fronting on "I" Street and a restaurant
and a moving and storage operation fronting on Jefferson street.
East of the site is 1-215 with the Central City South area and the
Inland Center Mall located beyond. The site is bounded by the
Southern Pacific Transportation Company right-of-way and Inland
Center Drive on the south. South of Inland Center Drive are
commercial uses in an area designated CG-1, Commercial General and
RM, Residential Medium. West of the site and across "I" Street is
an area designated RS, Residential Suburban. That area is
developed with single-family residences and a vacant plant nursery.
Northwest of the site is Urbita Elementary School in an area
designated PF, Public Facility. (See Exhibits Band C of the
Initial study)
nine parcels of
The property is
BACKGROUND
Prior to adoption of the General Plan, the amendment site was
bisected by two zone districts. That portion of the site
immediately adjacent to the Southern Pacific Transportation company
right-of-way was zoned M-l, Light Manufacturing. The remainder of
the site was zoned C-M, Commercial Manufacturing. Upon adoption
of the General Plan, the land use designation was changed to IL,
Industrial Light.
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PLAN-UI pN:]E 1 OF 1 14-101
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE GPA 90-09 revised
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
3
9-17-91
3
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MUHICIPAL CODB
Not applicable.
CALIFORNIA BNVIRONMENTAL OUALITY ACT (CEOAl STATUS
The qeneral plan amendment is subject to CEQA. The Environmental
Review Committee reviewed the application on Auqust 9, 1990 and
determined that the proposed amendment would not have an adverse
impact on the environment and a Neqative Declaration was
recommended. The public review period for the Initial study and
the proposed Neqative Declaration beqan on Auqust 16, 1990 and
ended on September 5, 1990.
While conditions in the area have chanqed since September 1990, the
potential environmental impacts related to the amendment have not
chanqed substantially. As such, the proposed Neqative Declaration
is still valid and adequately addresses concerns.
COMMENTS RECEIVED
No comments were received.
ANALYSIS
BXISTING ~ USB DBSIGNATION
The IL, Industrial Liqht land use desiqnation permits low intensity
industrial uses and a small percentaqe of supportinq service uses.
All uses permitted in the IL are characterized by the location of
their predominant activities in enclosed buildinqs. The purpose
of the IL desiqnation is to meet the City's objective as follows:
"Retain, enhance, and intensify existinq and provide for
the new development of liqht industrial uses alonq major
vehicular, rail, and air transportation routes servinq
the city. .." (General Plan Objective 1.32)
The amendment site is located in proximity to 1-215 which qualifies
as a major vehicular transportation route.
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PLAN-UI PMIE' OF 1 t..eDl
. .
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE GPA 90-09 revised
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
.j
9-17-91
4
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PROPOSBD LAHD USB DBSIG~TION
The CG-1, commercial General land use desiqnation permits a
diversity of community-servinq retail and service uses,
entertainment uses, and professional and financial offices. The
purpose of the CG-1 desiqnation is to meet the city's objective,
as follows:
"Provide for the continued use, enhancement, and new
development of retail, personal service, entertainment,
office and related commercial uses alonq major
transportation corridors and intersections to serve the
needs of the residents: reinforcinq existinq commercial
corridors and centers and establishinq new locations as
new residential qrowth occurs." (General Plan Objective
1.19)
As a result of this objective, larqe areas east of I-215 and some
areas south of the site were desiqnated as commercial districts.
The "E" street corridor, located east of the site is desiqnated
CG-1. Part of this district fronts on Inland Center Drive east of
Inland Center Mall and another small CG-1 district occurs just
south of the site on Inland Center Drive. "E" street and Inland
Center Drive both are classified as major arterials on the
Circulation Plan map and can be considered major transportation
corridors.
LAHD USB COMPATIBILITY AND GBNERAL PUN CONSISTENCY
If the site were developed for commercial uses, impacts on
surroundinq land uses would be minimal and not much more intense
than impacts related to industrial development. The movinq and
storage operation located on the northeast corner of the block is
permitted in the IL desiqnation and would not be adversely affected
by a commercial development nearby. The facility and its yard are
oriented toward the north and access is provided off of Jefferson
street.
The restaurant located north of the site also has access off of
Jefferson street and would not be adversely affected by a
commercial development. The two single-family residences, located
north of the site and fronting on I" street, and the restaurant are
nonconforming uses in the IL designation. Any development on the
site would need to buffer the residential uses with a wall and
adequate landscaping.
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Pl,AN-1JII PM'JE 1 OF 1 (4.gQ)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE GPA 90-09 revised
j
9-17-91
5
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
~
A number of single-family residences, located west of the site and
across "I" street, face east and view the site. other than
viewshed considerations, these residential uses are buffered from
either industrial or commercial development on the site by "I"
street, a four lane, secondary arterial. The land south/southwest
of Inland Center Drive is designated CG-1, Commercial General and
RM, Residential Medium. The RM contains several nonconforming
commercial service uses. Similar to "I" street, Inland Center
Drive provides a buffer area for any future multi-family uses south
of the site.
While the area appears to have sufficient commercial land available
for development, it should be noted that the two, large commercial
districts nearest to the site, the Central City South Plan Area and
the Inland Center Mall, differ somewhat from typical commercial
districts. The Central City South Plan, adopted on April 15, 1991,
establishes three types of land use designations. The commercial
land use designation, CCS-1, limits the commercial uses permitted
as compared to those uses permitted in the CG-1 designation.
Similarly, the Inland Center Mall is designated CR-1, Commercial
Regional which permits region-serving commercial uses such as
department stores and major retail outlets.
The CG-1 districts located east of I-215 and south of the site are
too far away to provide convenient commercial services to this
wests ide neighborhood. The CG-1 district located south and across
Inland Center Drive is too small to provide the neighborhood with
adequate commercial services. Adding the acreage of the amendment
site to this CG-1 district would provide the neighborhood with more
land for the development of conveniently located commercial
services.
Redesignating the site CG-1 would have little effect on the
adjacent IL district due to the relatively small size of the site
and its location at the southern tip of the district.
The amendment site is in proximity to I-215, a major transportation
route and located on Inland Center Drive, a major transportation
corridor. As such, the site could be designated as either IL or
CG-1 and be consistent with the policies in the General Plan.
TRAFFIC AND CIRCOLATION
According to the City's Traffic Division, the impacts relating to
traffic generated by either commercial or industrial development
on site would have no measurable effect on the circulation in the
area as far as the total number of trips generated vs. the capacity
of "I" Street or Inland Center Drive.
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PLAN-UI PAGE t OF 1 14<<))
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE GPA 90-09 revised
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
3
9-17-91
6
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"""Ill
A significant number of vehicles travel on Inland Center Drive,
turn north onto "I" street and then, west onto Grant street at
Urbita Elementary School. This appears to be a well established
traffic pattern in the area. Vehicles slowing or stopping to enter
or exit this site could cause interruptions to existing circulation
which, in turn, could create safety hazards to vehicles and
pedestrians. It should be noted that pedestrian traffic in the
area includes school age children traveling to and from Urbita
Elementary School.
The Inland Center Drive side of the site is bounded by the Southern
Pacific Transportation Company right-of-way. As such, access may
be limited to "I" street, a secondary arterial, if the railroad
doe,s not grant the property owner easements. However, proj ect
specific impacts relating to circulation and access are addressed
at the development proposal stage for either commercial or
industrial development on the site. The developer will be required
to submit a traffic study and to provide any traffic control
devices deemed necessary by the City's Traffic Engineer.
CONCLUSIONS
The proposed General Plan Amendment is in conformance with the
goals, objectives and policies in the General Plan. The proposed
amendment will increase the existing CG-l, commercial General
district located south of the amendment site. The result is that
the neighborhood will have more land available for the development
of commercial services. The effect of the amendment on the
adjacent IL district will be minimal due the small size of the site
and its location at the southern end of the district.
PINDINGS
The proposed CG-l, Commercial General land use designation will
change the General Plan Land Use Plan and is not in conflict with
the goals, objectives and policies of the General Plan.
The proposed amendment is not detrimental to the public interest,
health, safety, convenience, or welfare of the city as addressed
in this report.
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Pl.AN4.D8 PAGE 1 Of 1 (4-10)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE r.PII tlO-Otl r,m; "",n
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
3
9-17-91
7
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Designating the site as CG-1, commercial General will increase the
commercial by 2.077 acres in an neighborhood lacking in convenient
commercial services. The deletion of this acreage from the IL,
Industrial Light designation will have a minimal effect on the
balance of land uses within the city.
The amendment site is physically suitable for the CG-1, Commercial
General land use designation.
All public services are available to the proposed amendment site.
Any future development permissible under the proposed designation
would not impact on such services.
RECOMMENDATION
Staff reco~ends that the Planning Commission make a recommendation
to the Mayor and Common Council that:
1. A Negative Declaration be adopted in accordance with
Section 21080.1 of CEQA.
2. The General Plan Land Use Plan be changed from IL,
Industrial Light to CG-1, commercial General for the site
shown on Exhibit A of the Initial Study.
Respectfully submitted,
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La . Reed, Ass ant Director
Planning and Building Services
~/.~~~ W~:LJ..k.L
l~orah Woldruff (!' ,....
Associate Planner
/dw
Attachment:
A - Initial Study
Exhibit A Proposed Amendment and Land Use
Designations
Exhibit B Existing Land Use
Exhibit C Location and Land Use Designations
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Pl.AN-1.OI PAGE 1 OF 1 C~
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ATTACHMENT "A"
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CITY OF SAN BERNARDINO
PlANNING DEPARTMENT
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INITIAL STUDY
General Plan Aaendment .0. 90-9
Proiect DescriDtion: To chanoe the land use desionation from IL.
Industrial Lioht to CG-l. Commercial General on nine contiouous
parcels comprisino 2.077 oross acres.
Proiect Location: This project is located at the northeast corner
of Inland Center Drive and "I" Street.
Date. July 30. 1990
ADDlicantls) .... and Address.
Nick Tavaolione Construction
3545 Central Avenue. Suite 200
Riverside. CA 92506
Prooertv OWnerls) Rame and Address.
Claud Merrihew ~d Rick Fritts
3545 Central Avenue. Suite 200
Riverside. CA 92506
Initial Study PreDared bv.
Deborah Woldruff
Associate Planner
City of San BernarcUno
Depar~nt of Plannino and BuilcUno Services
300 Korth -D- Street
San Bernardino. CA 92418
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INITIAL STUDY FOR GPA 90-9
1.0 INTRODUCTION
This report is provided by the City of San Bernardino as
an Initial Study for General Plan Amendment No. 90-9
which proposes to chanqe the land use designation from
IL, Industrial Liqht to CG-1. Commercial General on nine
contiquous parcels comprising approximately 2.077 acres.
located at the northeast corner of Inland Center Drive
and "I" Street.
As stated in Section
Environmental Quality Act
Initial Study are to.
15063 of the California
guidelines, the purposes of an
1. Provide the Lead Agency with information to use as
.the basis for decidinq whether to prepare an
Environmental Impact Report (EIR) or a Negative
Declaration:
2. Enable an applicant or Lead Agency to modify a
project., mi tiqatinq adverse impacts before an EIR
is prepared, thereby enablinq the project to
qualify for Negative Declaration:
3. Assist the preparation of an EIR. if one is
required, by:
{Al Focusinq the EIR on the effects determined to
be siqnificant.
(B) Identify the effects determined not to be
siqnificant. and
(e) Explaining the reasons for determininq that
potentially significant effects would not be
significant.
4. Facilitate environmental assessment early in the
desiqn of a project:
5. Provide documentation of the factual basis for the
findinq in a Neqative Declaration that a project
will not have a significant effect on the
environment:
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INITIAL STUDY FOR GPA 90-6
6. Eliminate unnecessary EIRs:
7. Determine whether a previously prepared EIR could
be used with the proiect.
2.0 PROJECT DESCRIPTION
The applicant's request is to amend the City's General
Plan Land Use Plan to change the land use desianation
from IL. Industrial Light to CG-1. Commercial General for
a site located at the northeast corner of Inland Center
Drive and "I" Street. (See Exhibit A) The site is
comprised of nine parcels of land. roughly pie shaped.
consistino of approximate 1 y 2.077 acres combined
(Assessor Parcel Nos. 141-192-12 through 20). (See
Exhibi t C) The IL designation permits low intensity
industrial and manufacturing uses and a small percentaae
of service related uses. The CG-1 designation permits a
diversity of community-serving retail and service uses.
entertainment uses, and professional and financial
offices. (See Exhibit B for Existing Land Uses)
3.0 ENVIRONMENTAL ASSESSMENT
3.1 Environmental Setting
The site is roughly triangular in shape with the point
oriented to the south. The property is level and.
although it has been rough graded within the last year,
some vegetation exists on the northern hal f. The
vegetation primarilY consists of unidentified weeds and
scrubbrush.
The site is located in an area having high liquefaction
susceptibility and potential ground subsidence. A high
pressure. six inch pipeline carrying JP4 jet fuel to
Norton Air Force Base runs along the southeast boundary
of the site.
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INITIAL STUDY FOR GPA 90-9
North of the site is designated IL. Industrial Light with
single family residences fronting on "I" Street and a
restaurant and a storage facility adiacent to the
offramp. East of the site is I-21S with Central City
South area and the Inland Center Mallon the other side.
The site is bounded by Inland Center Drive on the south
with commercial serving uses to the south of it in an
area designated CG-l, Commercial General and RH.
Residential Medium. West of the site is designated RS.
Residential Suburban and is developed with single family
residences and a vacant plant nursery. Northwest of the
site is Urbita Elementary School in an area designated
PF, Public Facility.
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cOt OF SAN BERNACDINO
PLANNING DEPARTMENT
ENVIRONMENTAL IMPACT CHECKLIST
A. BACRGROYlID
Application Number:
G...J\(Ilra..l..f.( /'l" O-m."...d m to 1\ t..9 0 - q
~ f11W\t~~.~.ac.cs..
Location: ~~ flLrrll\H nf..Xa14ad ~~.,.jv.. I'.twl "X"
~~ 'I//-/9-"-/:l.-I1A.rlJ ).0)
Environmental Constraints Areas:
General Plan Designation:
Zoning Designation: ~
B. ~~BQ6B~~~PACTS Explain answers, where appropriate, on a
separate attached sheet.
1. ~I.th Resources Will the proposal result in:
Yes
No
Maybe
a. Earth movement (cut and/or
fill) of 10,000 cubic yards or
more?
)(
b. Development and/or grading on
a slope greater than 15'
natural grade?
c. Development within the
Alquist-Priolo Special Studies
Zone?
d. Modification of any unique
geologic or physical feature?
x
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REVISED 12/87
PAGE 1 OF 8
. .
. .
Maybe
e. Soil erosion on or off the
project site?
f. Modification of a channel,
creek or river?
g.
Development
subject
mudslides,
other similar
within an area
to landslides,
liquefaction or
hazards?
h. Other?
2.- 6lB_~QY~: Will the proposal
result in:
a.
air
upon
emissions or
ambient air
Substantial
an effect
quality?
b. The creation of objectionable
odors?
c. Development within a high wind
hazard area?
3.
Will
the
~~E___RESOURCES:
proposal result in:
a. Changes in absorption rates,
drainage patterns, or the rate
and amount of surface runoff
due to impermeable surfaces?
b. Changes in the course or flow
of flood waters?
c. Discharge into surface waters
or any alteration of surface
water quality?
d. Change in the quantity or
quality of ground waters?
e. Exposure of people or property
to flood hazards?
f. Other?
()Lea
~
No
x
'i
.
x
x
x
x
"
'i.
x:
x
)(.
)(
REVISED 12/87
PAGE 2 OF 8
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4.
BIOLOGIC6Uj:~~i:
propo..l result in:
Could the
a.
Change
unique,
species
habitat
trees?
b.
Change
unique,
species
habitat?
c.
Other?
in the number of any
rare or endangered
of plants or their
including stands of
in the number of any
rare or endangered
of animals or their
5. NOISE: Could the proposal result
in:
o-s
a. Increases in existing noise X
levels? -
Exposure of people to
noise levels over 65
interior noise levels
dB?
exterior
dB or
over 45
b.
c. Other?
6.
~_...Yn:
result in:
Will the
proposal
a. A change in the land use as
designated on the General
Plan?
b. Development within an Airport
District?
c. Development within "Greenbelt"
Zone A,B, or C?
d. Development within a high fire
hazard zone?
e. Other?
't..
x
.
No
y.
)(
'I.
x
x
X
X
)(
Maybe
REVISED 10/87
PAGE 3 OF 8
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7.
Will
the
MAN-MADE HAjh~$:
project:
a. Ose, store, transport or
dispose of hazardous or toxic
materials (including but not
limited to oil, pesticides,
chemicals or radiation)?
b. Involve the release
hazardous substances?
c. Expose people to the potential
health/safety hazards?
d. Other?
B. HQY~: Will the proposal:
a. Remove existing housing or
create a demand for additional
housing?
b. Other?
9. rMl:!~fQRTA'1'IOrug~A'1'ION: Could
the proposal result in:
a. An increase in traffic that is
greater than the land use
designated on the General
Plan?
b. Use of existing, or demand for
new, parking facilities/
structures?
c. Impact upon existing public,
transpolt~tion systems?
d. Alteration of present patterns
of circulation?
e. Impact to rail or air traffic?
f. Increased safety hazards to
vehicles, bicyclists or
pedestrians?
REVISED 10/87
of
cJes
x
y..
)(
)(
No
x
x
X
~
"-"
Maybe
'"
x
.
x
.
)(
)(
PAGE ~ OF 8
~
Maybe
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o
g.
A disjointed pattern
roadway improvements?
Other?
of
h.
10. fYBL1~ SERVICES Will the proposal
impact the following beyond the
capability to provide adequate
levels of service?
a.
Fire protection?
Police protection?
Schools (Le. attendance,
boundaries, overload, etc.)?
b.
c.
d.
Parks or other recreational
facilities?
e.
Medical aid?
f.
Solid waste?
g.
Other?
11. QIlLITIES: Will the proposal:
a. Impact the following beyond
the capability to provide
adequate levels of service or
require the construction of
new facilities?
1. Natural gas?
2. Electricity?
3. Water?
4. Sewer?
5. Other?
b.
disjointed
utility
aes
No
x
)(
)(
X
X.
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)(
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'X
x
X
-4-
X
X
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REVISED 10/87
PAGE 5 OF 8
Result in a
pattern of
extensions?
c.
Require the construction of
new facilities?
. '
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o
o Yes
Maybe
12.
AES'1'HE'1'I~:
a. Could the proposal result in
the obstruction of any scenic
view?
b. Will the visual impact of the
project be detrimental to the
surrounding area?
c. Other?
13.
CP~1~~~~PURCES:
proposal result in:
a. The alteration or destruction
of a prehistoric or historic
archaeological site?
Could the
b.
c.
Adverse
impacts
historic
object?
Other?
physical or aesthetic
to a prehistoric or
site, structure or
14. Mandatory Findings of Significance
(Section 15065)
The California Environmental
Quality Act states that if any of
the following can be answered yes
or maybe, the project may have a
significant effect on the
environment and an Environmental
Impact Report shall be prepared.
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
No
x
)(
x
)(
)(
x
REVISED 10/87 PAGE 6 OF 8
'"
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o
Os
"""'Ill
No
Maybe
b.
important example. of the
major periods of California
history or prehistory?
Does the project have the
potential to achieve short
term, to the disadvantage of
long-term, environmental
goals? (A short-term impact
on the environment is one
which occurs in a relatively
brief, definitive period of
time while long-term impacts
will endure well into the
future. )
Does the project have impacts
which are individually
limited, but cumulatively
considerable? (A project may
impact on two or more separate
resources where the impact on
each resource is relatively
small, but where the effect of
the total of those impacts on
the environment is
significant ;)
Does the project have
environmental effects which
will cause substantial adverse
effects on human beings,
either directly or indirectly?
)(
.
...
}{.
c.
x
d.
x
c. DISCUSSION OF ENVIRONMENTAL EVALUATION AND MITIGATION MEASURES
(Attach sheets as necessary.)
~t8,. a~
\...
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REVISEO 10/87
PAGE 7 OF 8
#{~'7'-"-^
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INITIAL STUDY FOR GPA 90-9
3.2
Environmental Impacts
3.2.1
Earth Resources
1. g.
The amendment site is not located in an Alquist-Priolo
Special Studies zone but is located in an area
susceptible to hiqh liquefaction and potential ground
subsidence. A report addressing the liquefaction and
subsidence issues will be required at the time of
development.
3.2.2
Air Resources
2.a.
The site is not developed and has no substantial impact
on the air quality in the area. However. intensive
commercial or industrial development could affect air
quality as a.result of increased air emissions in an area
already impacted by automobile traffic on 1-215.
3.2.2
Water Resources
3.a.
Commercial or industrial development on the site will
require the construction of impermeable surfaces to
facilitate the land use and on-site circulation and
parkinq. As a result. absorption rates would be
decreased thereby increasinq surface runoff.
3.d.
As discussed in 3.a.. either industrial or commerci.al
development would involve the construction of impermeable
surfaces such as asphalt or concrete. Enqine fluids.
residue from automobile tires. solid exhaust particulates
and other air emissions as well as chemical pollutants
indigenous to industrial or commercial land uses tend to
collect on impermeable surfaces to be washed into the
qroundwater as runoff. If required. mitigation will be
determined at the project specific staqe.
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INITIAL STUDY FOR GPA 90-9
3.2.4.
Noise
5.a. ,b.
Because of proximity to I-215. existing noise levels at
the site are at 70 dBa. For industrial or commercial
land uses. such noise levels are conditionally acceptable
provided that a detailed analysis of noise reduction
requirements is made pr ior to construction. In addition.
Standard Requirements and Conditions of Approval imposed
upon site specific development permits will reduce the
potential impacts from noise resul ting from construction.
Industrial or commercial development proposals for the
site should be carefully evaluated to ensure that th~
specific project does not create nc-ise levels that exceed
65 dBa. In addition, new development should not
significantly add tc- already existing noise levels.
3.2.5
Land Use
6.a.
The proposed amendment will change the General Plan land
use designtion.
3.2.6
Man-made Hazards
7.a.
Commercial or industrial uses on the site could result in
the storage. sale and use of toxic materials on the site.
Toxic materials could include a diversity of products
such as paints. dry cleaning solvents, detergents. engine
fluids, fertilizers and pesticides not normally found in
quantity in less intensive land use categories.
7.d.
A high pressure, six inch pipeline carrying JP4 jet fuel
to Norton Air Force Base runs along the east-southeast
boundary of the site. Any development plans for the site
will need to include the location of the pipeline on the
site plan. Related safety issues will need to be
addressed at the project specific stage.
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INITIAL STUDY FOR GPA 90-9
3.2.7
3.2.8
Transportation/Circulation
9.a.
The project site is located on Inland Center Drive at the
northwest corner of "I" Street. The Circulation Element
in the General Plan classifies Inland Center Drive as a
four lane major arterial and "I" Street as a four lane
secondary arterial. The City's Traffic Engineer
calculates that approximatelY 800 Average Daily Trips
(ADT) would result from a commercial development on the
site. Because the existing ADT for Inland Center Drive
is 13.200 and 5.000 for "I" Street. the addition Df 800
ADTs would not significantly increase traffic in the
area.
9. d. . f.
A significant number of the vehicles travel on Inland
Center Drive. turn north onto "I" Street and then. west
onto Grant Street at Urbita Elementary School. Upon
close observation. this appears to be a well established
traffic pattern in the area. Access to the pro~ect site
probably will be limited to "I" Street since access off
of Inland Center Drive is blocked by the Southern Pacific
Transportation Company right-of-way. The addition of
vehicles in the area traveling to and from the project
site could cause interuptions to the existing circulation
and perhaps. create safety hazards to vehicles and
pedestrians. It should be noted that the area's
pedestrian traffic includes many school age children from
Urbita Elementary School.
Aesthetics
12.b.
Development plans will be reviewed for site and building.
landscaping and irrigation at the project specific stage
to ensure compatibility and quality design.
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D. DE'1'ERMI~l. 0 0
On the ba.i. of this initial .tudy,
r7I' The propo.ed project COULD NO'1' have a siqnif1cant effect on tb
L:J environment and a NEGATIVE DECLARATION will be prepared.
The proposed project could have a siqnificant effect on th
O environment, althouqh there will not be a significant effect i
this case because the mitiqation measure. de.cribed above hay
been added to the project. A NEGATIVE DECLARATION will b,
prepared.
The proposed project MAY have a siqnificant effect on the
environment, and an ENVIRONMENrAL IMPACT REPORT is required.
o
ENVIRONMENTAL REVIEW COMMITTEE
CITY or SAN BERNARDINO, CALIFORNIA
':;;PAJ tf,u7',"'~~r. /i:/UCII'Al ti-~
Name and Title I
~ur~
Date:
r - ~ -'To
REVISED 12117
PAGE 8 OF 8
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.' CITYCDF SAN BER~RDINO
GENERAL PLAN AMENDMENT NO. (GPA) 90-9
TITLE
Proposed Amendment and Larxi Use Designations
N.W.Cor. l..ot.:o&
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EXHIBIT A
.' CITYQ)F SAN BER~RDINO
GENERAL PLAN AMENDMENT NO. (GPA) 90-9
TITLE
EKistinq Land Use
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EXHIBIT B
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..." CITY d)F SAN BER~RDINO
GENERAL PLAN AMENDMENT NO. (GPA) 90-9
TITLE
IQcAtion and Land Use Designation
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EXHIBIT C
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
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SUMMARY
AGENDA ITEM
HEARING DATE
WARD
4
9-17-91
3
PARCEL MAP NO. 14067 and
CONDITIONAL USE PERMIT NO.
91-07
APPUCANT.Nick Tavaglione Constructi
~545 Central, SU1te 200
Riverside, CA 92506
OWNER: R.E. Fritts and C. Merrihe
8000 Auto Drive
Riverside, CA 92504
A Conditional Use Permit to construct a 24-hour self-serve
gas station/mini-market with the sales of beer and wine for
off-site consumption, a 24-hour 5 bay car wash and a 12,800
square foot lease building for auto related uses and a parcel
map to combine the 8 parcels comprising the 2.0+ acre site.
Located on the northeast corner of Inland Center Drive and
"J" Street.
EXISTING
LAND lJSE
PROPERTV
Subject
North
South
East
'lest
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ZONING
GENERAL PLAN
DESIGNATION
Industrial Light
Industrial Light
Commercial General
Industrial Light
n
( SEWERS: DYES )
jQcNO
REDEVELOPMENT DYES
PROJECT AREA:
~NO
Vacant IL
Single-Family Residential IL
and ~roving Company
Convenience Store, Air
Conditioning Sales & CG-l
Vacant Warefiouse
Vacant IL
HIGH FIRE 0 YES
HAZARD ZONE: XX NO
o NOT
APPLICABLE
o EXEMPT
JlO{NO SIGNIFICANT
EFFECTS
)
FLOOD HAZARD 0 YES 0 ZONE A
ZONE: jgrNO 0 ZONE B
(GEOLOGIC I SEISMIC 0 YES
_ HAZARD ZONE: Xk NO
(
)
AIRPORT NOISE! 0 YES
CRASH ZONE:
~NO
o POTENTIAL SIGNIFICANT Z XX APPROVAL
EFFECTS WITH 0
MmGATING MEASURES ~ U
NOE.I.R. CONDITIONS
II.C
o E.I.R. REQUIRED BUT NO II.Z 0 DENIAL
SIGNIFICANT EFFECTS CW
WITH MITIGATING ~~
MEASURES ~ 0 CONTINUANCE TO
o SIGNIFICANT EFFECTS fd
SEE ATTACHED E.R.C.
MINUTES a:
PLAN-I.D2 PAGE 1 OF 1 (4-110)
Ilop....II.,............... ~
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 140E;7/CTTP q 1 -07
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
2
r'
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Rlr.nUJr.RT
The applicant requests the approval of a Conditional Use Permit
under the authority of Municipal Code Sections 19.83.300 and
19.83.500, to construct a 24-hour self-service gasoline station/
mini-market, with the sales of beer and wine for off-site
consumption, a 24-hour self-service 5-bay car wash and a 12,800
square foot lease building for automotive related services. The
request includes a parcel map to combine the 8 parcels comprising
the 2.08 acre site into a single parcel.
SITE LOCATION
The site is located at the northeast corner of Inland Center
Drive and "I" Street in the IL, Industrial Light land use
designation.
MUNICIPAL CODE AND GENERAL PLAN CONFORMANCE
Conditional Use Permit
The Conditional Use Permit proposal is not consistent with the
General Plan. General Plan Policies 1.32.10 and 1.32.11
enumerate the general categories of uses permitted in the
Industrial Light General Plan land use designation. Pursuant to
Policy 1.32.11, supporting retail and personal service commercial
uses (restaurants, newsstands, florists, tobacco shops, etc.) are
permitted provided that they constitute no more than 15 percent
of the total building square footage. The proposal is retail in
nature and exceeds the 15 percent total. Hence the inconsistency
of the proposal with the General Plan.
The applicant has filed a General Plan Amendment Application
(General Plan Amendment No. 90-09) to change the land use
designation to CG-l, Commercial General. The CG-1 land use
designation permits the uses included in the proposal. Assuming
that General Plan Amendment No. 90-09 is approved and the site is
redesignated as CG-1, the proposal would be consistent with the
General Plan and in Conformance with the Municipal Code as shown
in Attachment "A".
Parcel Hap
The proposed Parcel Map is consistent with the General Plan and
is in conformance with the Municipal Code as shown in Attachment
"An.
..
Clr"af....~
ClEfdM,.Moor II .GU
PLAN-IJI8 PAGE' OF 1 I....,)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/C'lTP Ql-07
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
3
,
.....
~Ar,IFORNT A ENVTRONHF.NTAr. OUALITY ACT STATUS
Staff prepared an Initial study for the proposal and presented it
to the Environmental Review Committee on June 20, 1991. The
Committee recommended a Negative Declaration. The project was
made available for public review and comment from June 27, 1991
to July 17, 1991. No comments were received.
BACKGROUND
As noted, the site is presently designated IL, which does not
permit the proposed facility. The applicant has filed General
Plan Amendment No. 90-09 to amend the General Plan land use
designation to CG-l which would permit the proposed facility,
subject to the approval of a Conditional Use Permit. Should
General Plan Amendment No. 90-09 be denied, Conditional Use
Permit No. 91-07 must also be denied since it would then be
inconsistent with the General Plan.
The actions available to the Planning Commission for Conditional
Use Permit No. 91-07 are therefore somewhat different from those
available on other Conditional Use Permit applications. The
Planning Commission may after reviewing staff's analysis of the
proposal and hearing public input, either deny the application,
or recommend approval of the application to the Mayor and Common
Council. Since the Mayor and Council will take final action on
General Plan Amendment No. 90-09, they will also implicitly take
action on Conditional Use Permit No. 91-07 since its General Plan
Consistency will hinge on the final approval of the General Plan
Amendment.
ANALYSIS
Assumpt10ns
The analysis section of this staff report is written with the
underlying assumption that the General Plan Amendment No. 90-09
will be approved and that the land use desiqnation of the project
site is CG-l, Commercial General.
The sole purpose of this assumption is to enable the analysis of
the proposed facility under the CG-1 land use standards. Nothinq
else is implied by the assumption.
Site and Area Character1st1cs
The irregularly shaped site is relatively flat with little or no
vegetation, showing signs of having been disced for weed
...
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PLAN-UB PME 1 OF 1 (4-80)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/ CUP 91-07
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
4
,.
.....
abatement. The property is bordered on the west by "I" street,
and on the south by Inland Center Drive and a rail spur, owned by
Southern Pacific Transportation company. A buried 6-inch fuel
pipeline parallels the rail spur, and carries JP-4 jet fuel to
Norton Air Force Base. Interstate 215 is located just east of
the site.
surrounding land uses include Single-family homes across "I"
Street on the west, single-family homes and a moving company to
the north, vacant industrial designated land to the east, and
mixed commercial and industrial land uses across Inland Center
Drive to the south. Urbita Elementary School is located across
"I" street, approximately 81 feet to the northwest.
proposal
The applicant proposes to construct
station and mini-market with off-site
24-hour self-serve 5-bay car wash and
building for auto related services.
The proposal also includes a parcel map to combine the 8 parcels
comprising the site into a single 2.077 acre parcel. No minimum
lot size is specified by the Code for either the CG-1 or IL
General Plan land use designations.
a 24-hour self serve gas
sale of beer and wine, a
a 12,800 square foot lease
Permitted Use
Pursuant to Code Section 19.83.300, the self-serve gasoline
station/ mini-market and 5-bay self serve car was are permitted
uses in the CG-1, Commercial General land use district subject to
the approval of a Conditional Use Permit. Pursuant to Code
Section 19.83.500, the off-site sale of beer and wine is also a
permitted use in the CG-1 land use district subject to the
approval of a Conditional Use Permit.
Applicability of Ordinance HC-770
The Convenience Store Regulation, HC-770 became effective on
April 10, 1991 (Attachment "G"l. The ordinance applies to any
convenience store applications deemed complete between April 10,
1991 and the effective date of the Development Code on June 3,
1991. Since the Conditional Use Permit application was deemed
complete on Hay 22, 1991, HC-770 applies.
Hc-770 defines a convenience store as any establishment providing
for the retail sale of groceries, staples, sundry items and/or
alcoholic beverages within structures of less than 5,000 square
...
on 0' IIiJIIII .....-.0
...-........1!IWlClU
~ PA6EtOF1 C4-ClO1
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
OBSERVATIONS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
5
....
feet of gross floor area. The ordinance also restricts
convenience stores from being located less than 1,000 feet from
an existing or previously approved convenience store, or an
existing elementary, junior high school, or high school as
measured from the nearest distance from one property line to
another.
The proposal does not technically meet the definition of a
convenience store under HC-770. The mini-market has
approximately 3,100 square feet of retail area and is located
within a 5,100 square foot structure. The size constraint was
placed in the definition to differentiate larger grocery markets
from convenience stores. It was intended that the definition of
convenience stores include those stores with a gross floor area
of 5,000 square feet or less, not stores contained in buildings
of 5,000 square feet or less. The Development Code implemented
June 3, 1991, clearly reflects this intent. The Development Code
defines a convenience store as the retail sales of groceries,
staples, sundry items and/or alcoholic beverages where the gross
floor area is less than 5,000 square feet. Were the application
subject to the Development Code, the proposed use would be
classified as a convenience store and would be restricted from
locating within 1,000 feet of any school or another convenience
store. The proposed mini-market is located 81 feet from Urbita
Elementary School, across "I" street, and 119 feet from another
convenience store, across Inland Center Drive.
Police Investigation
The proposal is located within reporting district SC317 which has
crime statistics 19 percent above the average for reporting
districts in San Bernardino. Of the Part II arrests for this
district during the past 90 days, 33 percent were alcohol
related. Part II arrests include all alcohol, narcotics and
weapons infractions.
The site is also located within Alcoholic Beverage Control (ABC)
census tract SO. The tract has a population of 1,532 people.
According to ABC records, there are two on-sale licensed premises
with two allowed within this census tract, and five off-sale
licensed premises with two allowed within this census tract. The
nearest on-sale licensed location is The Skylark, located
approximately 210 feet from the proposal. The nearest off-sale
licensed location is the 81 Store, located 119 feet from the
proposed mini-market.
The nearest school is Urbita Elementary School located
South "J" Street, approximately 81 feet to the northwest
at 771
of the
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proposal. The nearest church is st. prophez Elis Greek Orthodox
Church at 1035 Inland Center Drive, approximately 1,056 feet from
the proposed site.
Based upon the proximity of
School and the .1 store, the
of Conditional Use Permit
Attachment "F"l.
the proposed mini-market to Urbita
Police Department recommends denial
No. 91-07 (See Police Report,
Area ResIdents
During their investigation, the Police Department attempted
contact with 6 residents living in the immediate vicinity of the
project, but were only able to contact 4. Of the 4 contacted, 2
were opposed to the proposal, and 2 had no opposition. The 2
residents opposed based their opposition on fears of increased
vandalism, violence and graffiti the felt the use would bring to
the area.
TraffIc and CIrculatIon
A traffic study of the proposed Shopping center
J. F. Davidson Associates, Incorporated and was
City Traffic Engineer. To reduce potential
resulting from the proposal, the Engineering
included several Standard Requirements concerning
was prepared by
reviewed by the
traffic impacts
Department has
the following:
1. The improvement of Inland Center Drive to provide a
westbound acceleration and deceleration lane from the
easterly most boundary to "I" Street (subject to right-of-
way availability adjacent to the Southern Pacific Rail Road
(S.P.R.Rl tracks;
2. The restriping of Inland Center Drive between Scenic Drive
and "I" Street to provide one lane each direction and a two-
way turn lane;
3. The installation of "NO PARKING" signs on the north side of
Inland Center Drive from "I" Street to the easterly project
boundary;
4. The contribution of $20,000.00 toward the future
signalization of the intersection of Inland Center Drive and
"I" street; and,
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payment of a traffic system fee in the approximate amount of
$60,000 (exact amount to be determined by the city Traffic
Engineer at time of application for building permit).
Normal vehicular ingress/egress to the project site across the
Southern Pacific Transportation Company rail spur from Inland
Center drive may conflict with rail traffic using the spur. The
project has been conditioned to obtain encroachment permits from
the Southern Pacific Transportation company or show proof of any
existing access easement(s), prior to the issuance of Building
Permits. Access to the site across the rail spur will be subject
to any requirements or conditions specified by the Southern
Pacific Transportation Company in granting an encroachment permit
or property easement.
5.
Internal CIrculatIon
The applicant proposes two sets of self-service gasoline pumps,
eight islands total. Given the number of pumps proposed and the
proposed configuration, large vehicles using the pumps could
result in drive aisle blockage, hindering internal circulation.
The western most set of pumps conflict with the two driveways at
the western most corner of the site, along "I" Street, and with
the three compact parking stalls located near the same area. To
improve circulation, and reduce potential traffic and pedestrian
hazards, the set of pumps nearest "I" Street should be deleted
from the plan and remaining pump location and drive aisle design
revised to comply with the minimum Code Development Standards.
The applicant was informed of the potential circulation conflicts
caused by the extra set of pumps at the Development Review
Committee (DRC) meeting of June 20, 1991. The applicant elected
not to revise his plans to comply with staff's recommendation and
requests instead that the Planning Commission to consider
allowing him to retain the pump islands nearest "I" Street.
All other drive aisles meet the minimum Municipal Code Standards
of 24 feet for a two-way drive aisle.
parkIng
The 88 parking stall shown on the site plan meet the minimum
Municipal Code requirement of 86 parking stalls for the project.
However, only 30 percent of the total required parking may be
compact (27 stalls). The applicant proposes 38 compact parking
stalls. The project has therefore been conditioned to convert 11
of the proposed compact stalls into standard stalls and maintain
a minimum of 59 standard size parking stalls at the site.
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Internal Landscaping and Planting
The proposed internal planting and landscaping of the project
exceeds the Municipal Code landscaping requirements of 5 percent.
The project proposed landscape areas are equal to 9 percent of
the total paved parking area.
Liquefaction
The site is located within an area identified as having high
liquefaction potential. To reduce potential hazards, the
Engineering Department has added Standard Requirements concerning
compliance with the provisions of the city's liquefaction
ordinance, MC-676.
Ground Subsidence
The project is located in an area subject to potential ground
subsidence. According to the General Plan, potential subsidence
within this area may be as great as 5 to 8 feet if groundwater is
depleted from the Bunker Hill-San Timoteo Basin. Since 1972, the
San Bernardino Municipal Water District has maintained
groundwater levels from recharge to percolation basins which, in
turn filters back into the alluvial groundwater deposits.
Project Conditions of Approval requiring the above mentioned
liquefaction report to also address ground subsidence, and
incorporate any grading/ building requirements recommended by the
report concerning subsidence into the grading/building plans have
been included.
Fuel Pipeline
As noted previously, the site is bordered on the south by a 6-
inch high pressure fuel pipeline which carries JP-4 jet fuel to
Norton Air Force Base. A rupture of the jet fuel pipeline and
any ensuing fire could result in the potential exposure of people
to fire safety hazards. Since the pipeline parallels the
Southern Pacific rail spur, the most likely cause of pipeline
rupture would be a train derailment. The rail spur leads to the
warehouse distribution facilities north of Inland Center Drive
less than a one half mile to the east. Trains using the rail are
therefore likely to be traveling at an extremely slow speed. The
rail in the vicinity of the project is straight for several
thousand feet both to the east and west. Derailment is therefore
considered unlikely. The project has been conditioned to
maintain a setback of 100 feet for all structures intended for
occupancy to reduce potential fire hazards.
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Underground Gasoline storage Tanks
All underground fuel storage tanks, fuel lines, and gasoline
dispensers are required to comply with the requirements of the
Uniform Fire Code and County Environmental Health Services
Regulations regarding air quality control, soil and ground water
protection, and fire prevention.
Water Qual! ty
operation of the carwash could result in the release of toxins or
other hazardous materials in the form of grease, oil, other
insolubles/pollutants during vehicle washing into the sewer
system, which could affect water quality. To preclude the
release of any hazardous substances, on-site drains have been
in=luded in the pro::lect design. The drains are des1gned to
contain ~ny runoff created in the course of normal operation.
The City Water Department has also included several Standard
requirements concerning the handling of runoff contained by the
dra1n system to preserve water qua11ty.
COMMENTS RECEIVED
Development Review Committee
The proposal was reviewed at the Development Review Comm1ttee
(DRC) meeting on June 20, 1991. The ORe cleared the s1te plans,
floor plans and elevations for hearing by the Planning
Comm1ssion. The Building and safety, Police, Fire, Public
Works/Engineering, and Water Departments have provided Standard
Requirements for the proposal (see Standard Requ1rements,
Attachment "0").
Police Department
The Police Department is opposed to the request for sales of beer
and wine for off-site consumption at the facility. The reasons
for their opposition are discussed above in the analysis section
of th1s staff report and are contained in the Police Report
(Attachment "F").
Councilman Ward 3
Former Councilman Flores
The application was routed to the Council Office for review while
Councilman Flores was still in office. The Councilman ob::lected
to the pro::lect, noting that the property was designated IL,
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CITY OF SAN BERNARDINO PLANNING
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Industrial Light under the General plan, and that the proposal
was not allowable under that land use designation. He had
concerns over the compatibility of the proposal with the
residences located across "I" street and the proximity of the
proposal to Urbita Elementary School.
councilman Hernandez
Councilman Hernandez did not forward any formal comments on the
proposal. However, in discussions with staff he did indicated
that he was not opposed to it. However, he did express some
concern about the proposed sale of beer and wine for off-site
consumption at the facility given the proximity to Urbita
Elementary School and the convenience store located across Inland
Center Drive.
California Department of Transportation
The California Department of Transportation (CALTRANS), noted
that the proposed project would affect the Interstate 215 ramp
traffic and volumes along Inland Center Drive. They recommended
that a traffic study be prepared to address traffic impacts with
suggested mitigation.
As noted elsewhere in this staff report, a traffic study was
prepared and the mitigation measures suggested included as
Engineering standard Requirements.
San Bernardino Unified School District
The School District requests that the buildings, site,
accruements, present and future, not obstruct or impede
conduct of stUdent/pedestrian or vehicular traffic to
the local area schools.
and all
the safe
and from
CONCLUSION
The site is presently designated IL, Industrial Light by the
General Plan. General Plan policy 1.32.11 limits retail uses in
the IL land use designation to supporting retail and personal
service commercial uses (restaurants, newsstands, florists,
tobacco shops, etc.) not to exceed more than 15 percent of the
building square footage. Conditional Use Permit No. 91-07 is
retail in nature and exceeds the 15 percent total. As long as
the underlying land use designation remains IL, Conditional Use
Permit No. 91-07 will be inconsistent with the General Plan.
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CITY OF SAN BERNARDINO PLANNING
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OBSERVATIONS
,..
The applicant has filed a General Plan Amendment (GPA 90-09) to
change the land use designation of the site to CG-l, Commercial
General, which would permit the uses proposed under Conditional
Use Permit No. 91-07. Should the General Plan Amendment be
denied, then Conditional Use Permit No. 91-07 must also be denied
since it 'would remain inconsistent with the General Plan.
However, for the purposes of analysis of the proposal, it was
assumed that the underlying land use designation of the site was
changed to CG-l. Under the CG-l land use designation, the uses
proposed by conditional Use Permit No. 91-07 are permitted
subject to the approval of a Conditional Use Permit. circulation
on the site is hindered by the set of pumps at the western end of
2the site, near "I" Street. The applicant would like the
Planning Commission to consider allowing the western most set of
pumps to remain, however, staff recommends their deletion to
improve circulation and hence, reduce the potential hazards to
traffic and pedestrians using the site. The 88 parking stalls
shown on the site plan are adequate to serve the site, but the
number of compact parking stalls shown on the site plan exceed
the maximum permissible number of compact stall allowed by the
Code by 11. A Condition of Approval has been added requiring the
applicant to convert these 11 stalls to standard stalls. The
proposal otherwise conforms to the development standards
specified by the Municipal Code for the CG-l land use designation
with respect to landscaping, setbacks, and lot coverage. All
potential traffic and environmental hazards can be mitigated
through the Conditions of Approval and Standard Requirements
attached hereto.
The Police Department is opposed to the sales of beer and wine
for off-site consumption at the facility and has recommended
denial of Conditional Use Permit No. 91-07 for that reason. As
evident from the Police Report, there is an overconcentration of
off-sale alcohol licences in the ABC census tract; there are 5
existing off-sale establishments, whereas only 2 are allowed.
Since the application was deemed complete on May 22, 1991, it is
not subject to the Development Code. Under the Development Code,
the mini-market with off-site sale of beer and wine would be
considered a convenience store and would not be allowed because
it is located within 1,000 feet of an elementary school and
another convenience store; it is located 81 feet from Urbita
Elementary School and 119 feet from 11 store, a convenience store
located across Inland Center Drive. The application is subject
to the Convenience Store Ordinance, HC-770, which was in effect
at the time the applications were deemed complete. HC-770 also
restricts convenience stores from locating within 1,000 feet of
schools or other convenience stores. However, the application is
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in technical compliance with HC-770, because the proposal does
not meet the definition contained in that ordinance for
convenience stores; although the mini-market has approximately
3,100 square feet of proposed retail area, it is located within a
structure larger than 5,000 square feet. The intent of the
definition of convenience stores in HC-770 was to differentiate
larger grocery market from convenience stores. The proposal,
therefore, does not conform to the intent of HC-770. The request
for off-site sale of alcohol in the mini-market should therefore
be denied.
Parcel Hap No. 14067 meets all standards of the Hunicipal Code
and is consistent state Law and the General Plan, in that the
resultant parcel will meet all applicable Hunicipal Code
standards. No minimum lot size, width or depth is specified by
the code.
RECOMHENDATION
staff recommends, contingent upon the Planning Commission's
recommendation of approval for General Plan Amendment No. 90-09
be approval, that the Planning Commission:
1. Recommend the adoption the Negative Declaration to the Hayor
and Council; and
2. Recommend approval of Conditional Use Permit No. 91-07 and
Parcel Hap No. 14067 to the Hayor and Council, with the
deletion of the western most set of gasoline pumps to
improve internal circulation, and the conversion of 11
compact parking stalls to standard parking stalls, and
subject to the attached Finding of Fact (Attachment "B"),
Conditions of Approval (Attachment "C"), and standard
Requirements (Attachment "0").
3. Denial of the request for off-site sales of alcohol at the
proposed establishemt subject to the attached Findings of
Fact for Alcoholic Beverage Sales (Attachment liB")
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OBSERVATIONS
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Respectfully submitted,
,/?'... ,.--./<' /' / ..
I/.~t.:c/, . /-< L ../
Larry./E. Reed, Assistant Director
Planning and Building Services
~~W: K ~
Michael R. Finn
Associate Planner
Attachment "A" - Municipal Code and General Plan Conformance
Attachment "B" - Findings of Fact
Attachment "c" - Conditions of Approval
Attachment "0" - Standard Requirements
Attachment "E" - Initial Study
Attachment "F" - Police Report
Attachment "G" - Parcel Map, Site Plan, Floor Plans and Elevations
Attachment "H" - Location Map
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ATTACHMENT "A"
CONDITIONAL USE PERMIT
MUNICIPAL CODE AND GENERAL PLAN CONFORMANCE
Cat@Qorv
Municipal
Prono~al Code
General
Plan
Permitted
Use
Gas Station/Mini- Subject to
market with off-site a CUP
sale of beer and
wine, 5-bay self
serve car wash and
auto related lease
building
N/A
Height
28.5 feet 2 ~tories
or 30 feet
N/A
Setbacks
Inland Ctr. Dr. 10 feet 5 feet N/A
"I" Street 5 feet 5 feet N/A
Lot Coverage 22\ 70\ N/A
Landscaping 9\ 5\ N/A
(5,646;!:. ft2) (3,002 ft2)
Parking 88'" 862 N/A
'" 47 Standard Stalls, 4 Handicapped Stalls and 38 Compact
Stalls. Only 30 percent of total required parking may be compact
or 27 stalls; project is conditioned to convert 11 compact stalls
into standard stalls.
2 Mini-Market 20 spaces (5,100 ft2
lease building 69 spaces (12,800 ft2 @ 5
percent of required total may be compact
@ 1/250); Auto related
+ 1/200). Maximum of 30
or 27 compact spaces.
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Attachment "A"
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CITY OF SAN BERNARDINO PLANNING
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CASE PM 14067/CllP Ql-07
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ATTACHMENT "A"
PARCEl. MAP MUNICIPAL CODE AND GENERAL PLAN CONFORMANCE
Lot width
265 feet:!'.
230 feet:!'.
Municipal General
Code Plan
Permitted N/A
No Minimum NIA
No Minimum NIA
No Minimum N/A
cateaory
Proposal
Permitted Use
Parcel Map
2.077 acres
Lot Size
Lot Depth
Frontage on
dedicated
streets
All lots front on Title 18 NIA
dedicated streets requires all
lots front on
dedicated streets
pLAN-.a PAGE 1 OF 1 (4-901
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CITY OF SAN BERNARDINO PLANNING
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CASE PM 14067/CUP 91-07
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FINDINGS OF FACT
AGENDA ITEM
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FINDINGS OF FACT FOR CONDITIONAL USE PERMIT
1. The proposed 24-hour self-service gasoline station with
mini-market, 24-hour self service 5-bay car wash and 12,800
square foot lease building for auto related services does
not conforms to the objectives of the city's General Plan,
in that it is a permitted use in the CG-1, Commercial
General, General Plan land use designation, subject to the
approval of a Conditional Use Permit.
2. The proposed use will not adversely affect the adjoining
land uses and the growth and development of the area in
which the project is located in that it is compatible with
the nearby moving and storage on the north and the
commercial land uses across Inland Center Drive to the south
and is sufficiently distant from the nearest residences to
preclude any adverse impacts.
3. The size and shape of the site proposed for the use is
adequate to allow the full development of the proposed use
in a manner not detrimental to the particular area nor to
the peace, health, safety and general welfare, in that the
site can accommodate the proposed facility with the deletion
of the western most set of pump islands and with the
conversion of 11 compact parking stalls to standard parking
stalls, in conformance with all applicable standards
regarding setbacks, landscaping, parking, and internal
circulation.
4. The traffic generated by the proposed use will not impose
any undue burden upon the streets and highways designed and
improved to carry the traffic in the area, in that a traffic
study was prepared for the proposal and reviewed by the City
Traffic Engineer. Traffic mitigation has been included as
Engineering Standard Requirements.
5. Based upon the above given Findings, the granting of this
Conditional Use Permit under the conditions imposed will not
be detrimental to the peace, health and safety and general
welfare of the citizens of the City of San Bernardino.
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CASE PM 14067/CUP 91-07
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FINDINGS OF FACT
AGENDA ITEM
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FINDINGS OF FACT FOR PARCEL MAP
1.
The proposed subdivision is consistent
Code and the General Plan, in that the
the development standards specified for
General land use designation.
2. All lots conform to the lot requirements of the Municipal
Code in that the Code does not specify any minimum lot size,
width or depth for lots in the CG-1 land use designation.
The resultant parcel is large enough and suitable to
accommodate the proposed facility in compliance with all
applicable Municipal Code standards.
with the Municipal
proposal conforms to
the CG-1, Commercial
3. The design of the parcel map and proposed improvements are
not likely to cause substantial environmental damage or
cause serious public health problems, in that subdivisicn
will occur according to the conditions of approval and
standard requirements contained in this staff report.
4. All lots created abut upon a dedicated street of a width,
namely "I" Street and Inland.Center Drive. The merging of
the 8 lots into I lot will not conflict with any easements
acquired by the public at large for access through or use of
the property within the proposed subdivision.
5. The legal owner of record has offered to make all required
dedications as mandated by the City Public Works/Engineering
Department and associated City Agencies.
6. Parcel Map No. 14067 is consistent with the provisions of
both Title 18 and the Subdivision Map Act of the State of
California in its conformance with Municipal Code standards,
street frontage, and proposed usage.
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FINDINGS OF FACT
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ALCOHOL CONDITIONAL USE PERMIT FINDINGS
1. The introduction of alcoholic beverage sales at the proposed
location will pose significant impacts to the surrounding
land uses, in that the site is located within 81 feet of an
existing elementary school, and could bring increased crime
into an area that is already experiencing crime 19 percent
above the average for other crime reporting districts in the
City of San Bernardino.
2. The introduction of alcoholic beverage sales at the proposed
location will not create an adverse impact on the
surrounding traffic pattern nor will parking congestion be
generated, in that removal of the eastern most gasoline
pumps will improve on-site circulation and reduce the
potential for congestion.
3. The proposed sale of alcoholic beverages will be within a
development which is consistent with the objectives of the
City's General Plan in that the proposed facility is
permitted in the CG-1 land use district sUbject to the
approval of a Conditional Use Permit.
4. The proposal will contribute to an undue concentration of
off-sale alcohol establishments in the area, in that the ABC
census tract in which the proposal is located already has 5
existing off-sale establishments whereas only 2 are allowed.
5. There will be a detrimental effect on nearby residentially
zoned neighborhoods considering the distance of the proposal
to Urbita Elementary School (81 feet), to st. prophez Elis
Greek Orthodox Church (approximately 1,056 feet) and from
another off-sale establishment (11 store, 119 feet).
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CITY OF SAN BERNARDINO PLANNING
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CASE PM 14067/CUP 91-07
AGENDA ITEM 4
HEARING DATE 9-17-91
PAGE 19
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CONDITIONS
,..
to.
S'l'AlmARD COIIDZ'l'ZOIlS
1. Minor modifications to the plan shall be subject to
approval by the Director of Planning. An increase or
more than 10 percent of the square footage or a
significant change in the approved concept shall be
subject to (Planning commission and Development Review
Committee) review and approval. Construction shall be
in substantial conformance with the 'Plans approved by the
Development Review Committee, Planning Commission or
Director of Planning and Building Services.
2. The developer is to submit a complete master landscape
and irrigation plan (4 copies) for the entire development
to the Engineering Department with the required fee for
approval, the landscape plans will be forwarded to the
Parks, Recreation, and Community Services and the
Planning Department for review and approval. (Note: the
issuance of a building permit by the Department of
Building and Safety of the City of San Bernardino, does
BQ:I waive these requirements/conditions.) No grading
permits will be issued prior to approval of landscape
plans.
The design shall include, but not be limited to the
following:
X Street trees shall be planted on 30 foot center
spacing unless otherwise indicated by the
Department of Parks, Recreation, and Community
Services. The Parks Department shall determine
the varieties and locations prior to planting.
All trees shall be 24" box specimens. Trees
are to be inspected by a Park Division
representative Drior to planting.
Planters shall be enclosed with concrete
curbing.
X
The setbacks from the north , south ,
east ____, west ____ property line sharr-be
bermed at a maximum 3: 1 slope and shall be
planted with a tall fescue type turfgrass.
A Landscape buffer zone shall be installed
between facilities and street.
X
The landscape and irrigation plans shall comply
with the "Procedure and Policy for Landscape
and Irrigation" (available from the Parks
Department) .
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PLAN-I.CII PaGE 1 OF 1 (...eo)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
CONDITIONS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
20
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3.
4.
5.
Subject to the Conditions of the Department of Parks and
Recreation (attached).
Trees, shrubs and qroundcover of a type and quality
qenerally consistent or compatible with that
characterizinq sinqle-family homes shall be provided in
the front yard and that portion of the side yards which
are visible from the street. All landscaped areas must
be provided with an automatic irriqation system adequate
to insure their viability. The landscape and irriqation
plans shall be approved by the Parks and Recreation
Department.
At all times the business will be operated in a manner
which does not produce obnoxious noise, vibration, odor,
dust, smoke, qlare, or other nuisance.
A siqn proqram for the multi-tenant commercial/industrial
center shall be approved by the Planninq Department prior
to issuance of certificate of Occupancy.
In the event that this approval is leqally challenqed,
the City will promptly notify the applicant of any claim
or action and will cooperate fully in the defense of the
matter. Once notified, the applicant aqrees to defend,
indemnify, and hold harmless the City, its officers,
aqents and employees from any claim, action, or
proceedinq aqainst the City of San Bernardino. The
applicant further aqrees to reimburse the city of any
costs and attorney's 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
obliqation under this condition.
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PLAN-8.111 PAGE 1 OF 1 C4-lO)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
4
9-17-91
21
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CONDITIONS
AGENDA ITEM
HEARING DATE
PAGE
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CONDITIONS OF APPROVAr.
6. A maximum of 27 of the total 89 required parking spaces (30
percent) may be compact parking stalls. A minimum of 62
standard parking stalls shall therefore be maintained. Five
copies of a revised site plan reflecting the required
parking shall be submitted and is subject to review and
approval of the Planning Division.
7.
The applicant
pump islands
circulation.
shall delete the western most set of gasoline
shown on the site plan to improve internal
8. The applicant/developer shall submit 5 sets of revised plans
to the Planning Division showing the deletion of the western
most set of gasoline pumps islands and the conversion of 11
of the compact parking stalls to standard parking stalls.
The revised plans shall be subject to the review and
approval of the Engineering Department and the Planning
Division.
9. A minimum 100 foot setback from the 6-inch jet fuel pipeline
shall be maintained for all structures intended for
occupancy.
10. All underground fuel storage tanks, fuel lines, and gasoline
lines shall comply with the requirements of the Uniform Fire
Code and County Environmental Health Services Regulations
concerning air quality control, soil and ground water
protection and fire protection. The applicant shall obtain
all necessary permits in these regards from the Fire
Department and the San Bernardino Department of
Environmental Health Services.
11. The liquefaction report required for the project by HC-676
shall also address ground subsidence. Said report shall be
subject to review and approval by the Building and Safety
Division and the Engineering Department. The project design
shall incorporate any grading/ building requirements
recommended by the report concerning subsidence into the
grading/building plans for the project.
12. Prior to the issuance of building permits, the applicant/
developer shall obtain encroachment permits from the
Southern Pacific Transportation Company or show proof of any
existing access easement(s). Access to the site across the
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f'I.AM.I.IlO PAGE 1 OF 1 lUll)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM l4067/CUP 91-07
4
9-17-Q'
??
CONDITIONS
AGENDA ITEM
HEARING DATE
PAGE
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rail spur shall be subject to any requirements or conditions
specified by the Southern Pacific Transportation Company in
granting an encroachment permit or property easement.
13. A decorative block wall or wrought iron fence with dense
landscaping shall be provided along the northern property
line in open areas where buildings are not proposed.
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PlNH.lIIl PMiE' OF , (4<<l)
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Attachment "D"
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP Ql-07
AGENDA ITEM
HEARING DATE
PAGE
q
STANDARD REQUIREMENTS
9-17-91
23
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COMMERCYAL. YNDUSTRYAL
1. Conditional Use Permit No. 91-07 shall be in effect for a
period of 12 months from the date of approval. However, if no
development has been initiated at the end of the 12 month
period, the application shall expire. Additional time may be
approved upon request of the applicant prior to expiration of
the 12-month period. Expiration. Date: September 17,1992.
2. ~
PARKING:
c.
d.
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a.
This development shall be required to maintain a minimum
of 86 standard off-street parking spaces. (30% of which
may De compact parking spaces).
All parking and driving aisles shall be surfaced with two
indles of AC over a suitable base or equivalent as
approved by the City Engineer. Parking spaces shall be
striped and have wheel stops installed at least three
feet from any building, wall, fence, property line, or
walkway.
Whenever an off-street parking area is adjacent to or
across an alley from property zoned residential, a solid
decorative wall six feet in height shall be erected and
maintained along the property line so as to separate the
parking area physically from the residentially zoned
property provided such wall shall be three feet in height
when located within the required front or street side
yard setback. Where no front or street side yard is
required, such wall shall be three feet in height when
located within ten feet of the street line.
b.
Whenever an off-street.parking area is located across the
street from property zoned for residential uses, a solid
decorative wall or equivalent landscape berm not less
than thr.e feet in height shall be erected and maintained
along the street side of the lot not closer to the street
than the required depth of the yard in the adjoining
residential area. No fence or wall located in the front
setback shall obscure the required front setback
landscaping.
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JlLAN.l.10 PAGE 1 OF , fMa)
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
AGENDA ITEM 4
HEARING DATE 9-17-91
PAGE 24
STANDARD REQUIREMENTS
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3 . REFUSE ENCLOSURES:
4.
b.
c.
d.
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Whenever refuse bins are located within or adjacent to a
parkinq area used by the public, they shall be enclosed by a
decorative wall six feet in heiqht alonq the rear and sides
and screened qate(s) six feet in heiqht alonq the front. Tbe
enclosure shall not be placed within the required front or
street side yard setback area. Exact location and size of
refuse enclosures are to be determined by the Planninq
Department and Division of Public Services Superintendent.
WALLS:
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a. Six-foot hiqh solid decorative walls shal~ be required on
the north _, south _, east _, and west _ or
peripheral _ property lines. (Only those marked with
"X" or check mark apply).
LANDSCAPING:
Tbe intent and purpose of this section is to prevent trees and
other landscapinq f%'OJll damaqinq public improvements.
a.
Street trees must be installed at a minimum of 30 feet on
center. Varieti_ and exact location shall be determined
by the Director of Parks and Recreetion.
All required setbacks abuttinq a public riqht-of-way
shall be landscaped (except for Walks and driveways which
bisect or encroach upon the required landscape area).
Four (4) copies of a landscape plan (includin'1 plant
material specifications) shall be subIIlitted to the
Enqineerin'1 Division for review and approval.
All required landscapinq shall be protected frOlll parkinq
areas and shall be provided with automatic sprinkler
facilities which shall be maintained in an operative
condition.
Interior plantinq shall be required and maintained equal
to at least five percent or ten percent of the open
surfaced parkinq area excludinq the area of landscapinq
strip required by subsection lib" and shall include at
least one tree for every five spaces or major fraction
thereof. Xeasure.ents shall be camputed f%'OJll the inside
of perimeter Walls or .etback line..
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
.J
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAGE
9-17-91
25
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f. The required setback(s) from the no~ _, soutb, _,
east _, west ____ property l~ne shall be densely
landscaped with mature trees, shrubs, and qroundcover. A
-foot landscaped earthen berm shall be erected and
maintained within the setback along the above indicated
property line.
5. ILLOMINATION:
a.
All lighting
directed away
right-of-way.
fixtures in
from adjacent
the parking ar_s shall be
properties and the public
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6.
MECHANICAL EQUIPMENT:
a. Air conditioning and vent ducts shall be directed away
from any adjacent residential uses, and all sides of the
building shall be free of any external vents and
mechanical equipment including, but not limited to,
conduits and ducts.
All building-supported
roof equipment, ladders
ducts) shall be enclosed
architectural elements:
shall not be permitted.
c. All qround-supported equipment such as transformers and
air conditioners shall be located wi thin the building, in
underqround vaults, and/or behind approved landscaping
AmI masonry walls.
b.
_chanica! equipment (including
and air conditioning and vent
within the building's primary
independent screening devices
All utility service boxes,
shall be painted to match
they are located.
e. All existing overhead utility services and wiring shall
be relocated underqround.
d.
connections and service lines
the building exterior on which
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f. All utility systems inCluding gas, electric, telephone,
water, sewer and cable TV shall be provided for
underqround, with easements provided as required, and
designed and constructed in accordance with City Codes
and the utility provider. Telephone, cable TV and/or
security systems shall be pre-wired in the structures.
compliance with all recommendations of the Geology Report
shall be required (if applicable).
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PL.tNoI.l0 'AGE 1 OF 1 ,...0)
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE
PM 14067/CUP 91-07
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
26
7.
Grading and revegetation shall be staged
City Engineer in order to reduce the
exposed to precipitation.
s. During construction, the City Engineer may require a fence
around all or a portion of the periphery of the site to
minimize wind and debris damage to adjacent properties. The
type of fencing shall be approved by the City Engineer to
assure adequate project site maintenance, clean-up and dust
control.
as required by the
amount of bare soil
Within 75 feet of any single-family residential district; the
maximum height of any building shall not exceed one story or
20 feet unless the Commission determines that due to unusual
topographical or other features, such restrictive height is
not practical.
9.
No Certificate
compliance wita
provisions of the
of Occupancy shall be issued prior to
these Standard Requirements as well as all
San Bernardino Municipal Code.
10. SIGNS:
All signs shall be in conformance with San Bernardino
Municipal Code Section 19.60. Four (4) copies of a plot plan
and elevation of the sign drawn to scale shall be submitted
to the Planning Department for review and approval prior to
issuance of the sign permit from the Building and Safety
Department.
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Pl..NM.10 PAGE1OJ, t4<<')
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP 91-07
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAGE
4
~-11-91
27
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COMPOSITE DEVELOPMENT PLAN
11.
A COIIIposite Development Plan (COP) shall be filed with the
Enqineerinq, Planninq, and Buildinq and Safety Departments
prior to Final or Parcel Map processinq by the City pursuant
to Ordinance No. MC-592. The COP shall provide additional
survey and map information inclucUnq, but not limited to,
buildinq criteria (e.q. setbacks), flood control criteria,
seismic and qeoloqical criteria, environmental criteria and
easements of record. The COP shall be labeled with the title
"Composite Development Plan", and contain a section entitled
"Composite Development Plan Notes". The applicant shall have
listed under the COP Notes section the followinq conditions or
mitiqatinq measures required for the development of the
. subj ect property:
The property owner shall siqn a covenant runninq with the land
aqreeinq that if the required landscapinq is not maintained,
the city may enter on the the property and install and main-
tain the required landscapinq and may lien the property for
the costs. The covenant shall be siqned and recorded with the
~ounty of San Bernardino Recorder's Office prior to the
J.ssuance of any Certificate of Occupancy. In addition, a
landscape maintenance easement shall be filed with the Recor-
der's Office, which qiv_ the City the riqht to enter the
property and perform maintenance to the required landscapinq.
12.
Parcel Hap No. 14067 shall be in effect for a period of 24
months from the date of approval by the Planning Commission.
However, if the final map has not been filed with the County
Recorders Office at the end of the 24 month time period, the
approval shall expire. Additional time may be approved by
the Planning Commission upon written request of the
applicant if made 30 days prior to the expiration of the 24
month time period. Expiration Date: September 17, 1993
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PlMrNI.1D PAGE 1 OF 1 f6olOl
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/cup Q]-07
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
28
13.
14.
15.
16.
sUbmit plana prepared by a Reqistered Building Designer,
Architect or civil or structural Engineer.
Submit a coaplete lateral and structural analysis prepared by a
Registered Civil or structural Enqineer or Architect.
Submit State ot calitornia Title 24 Energy calculation Forms
tor )i:IlII.l:idtInCI~ non-residential buildinq8
including a signed compliance statement.
Submit calculations and structural drawings, prepared by a
Registered civil Structural Engineer or Architect, tor the
tollowing items: CanODV
Submit tloor plan of existing structure. Label all uses and
existing materials of construction.
17. Submit five (5) complete sets of construction plans including:
a. 3 Copy ot conditions.
b. 3 Soils and/or liquetaction report.
. 18.
19.
20.
21.
22.
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c. 3 Energy calculations.
d. 3 Structural calculation.
.
Submit a ~ (soils) (geology) (soils and geology With'
liquetaction analysis) report prepared by a penon licenaed to
do ao.
Submit a aingle line drawiDq ot the electrical service. Show
811 equipment, conduit and wire siz_ lUld types. Show the
aervice ground size and grounding electrode.
Submit panel achedule(s) and electrical plana.
Permit required for demolition of existiDq building(s) on site.
Subai t a plan ot the heating, ventilating or air condi tion1nq
~_. (Clearly identify the location and rating ot the
equi~t and the siz_ .. _tadal of all ducta, reqiaten and
the location of all fire ".~). Show.una of providing
-('banical ventilation as required by tile 1912 Unifora Building
COda.
~lO _.w. _
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 4067/CUP 91-07
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAGE
4
9-17-91
29
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23. SUbait gas pipe l_ds, siziDq calcu.latiorw &rid 18_tries.
1;4. ProVide a plot plan showinq the location of the propo.ed HVer
.,..t_.
submit a letter clearly incIicatinq the int.nded use of all
area. of the builcUnq. Li.t the ..terial. to be u.ed and the
proj.cts proc:lucecl qivinq the amount of each kept in the
buildiDq. If the builcUnq 18 u.e! for .ore than one purpo.e,
li.t all other u....
25.
26.
27.
28.
29.
30.
31.
\.
Subait i.ometric plans of the cole! ane! hot vat.r and c!rain
va.te ane! vent .yst....
Show compliance with Title 24 for the phywically handicavoed
submit plarw approvee! by the County Beal th Departaent.
Inc!icate ..thoc:ls of coapliance
(exterior, interior party valla,
c.ilinq) _ per atue!y, C.B.C., local
for .ounc! attenuation
floor/ceilinq _..ably,
or State Law.
Show coapliance with requi~nta' of hiqh fire area..
lor .tructures located within hiqh wincl area.:
a. Deaiqn structure, incluc!iDq roof covariDq, aainq 20
p...f. wind loae!.
City of San Bernarc!ino na,..oS a. certificate bole!er for
Worker'. Coapeneation Inaurance.
Aa....or'. Parcel Number.
Contractor'. City license.
Contractor'. State licens..
S.w.r capacity r1qhta froJl Water Departaent, 314-5093, ..il
~en.
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CrTY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
STANDARD .REQUIREMENTS
CASE PM 14067/CUP 91-07
.&.UP IDA ITBo4 4
HEARING DATE 9-17-91
PAGE in
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32.
33.
SChool f... fro. Unified Scbool Dt.trict, 381-1179.
~er:
Traffic fee from Traffic Deot. Anwar Waqdv. 384-5226
34.
DEPOSIT:
TnT' pl;:l1n t"!h,:.~k
Mini Market 5,100 sq. ft.
Canopy 4,644 sq. ft.
Car Wash 1,900 sq. ft.
Lease Bldg 12,800 sq. ft.
= $856.00
= $560.50
= $505.00
=$2,323.00
Total :
$ 4,244.50
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DRC/ERC
DATE t,-.? -71
CASE 9/-07
POL.J:CE DEPT
C.J:TY OF SAN BERNARD.J:NO
STANDARD REQU.J:REMENTS
FOR COMMERCIAL/INDUSTRIAL DEVELOPMENTS
i.
SECURITY LIGHTING:
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Lighting levels on the exterior of the building are to pro-
vide a minimum of ~ foot candle of minimum maintained il-
lumination, evenly distributed, on the ground level from
dusk until the termination of business each operating day.
All exterior doors to buildings shall be equipped with an
illumination device capable of providing a minimum of ' one
foot candle of maintained illuminated at ground level during
hours of darkness.
Aisles, passageways, and recesses related to and within the
project~omplex shall be illuminated with an intensity of.a~,.
least ~ foot candles at the ground level during the hours
of darkness. ~.
Open parking lots and carports shall be provided with a
m~n~mum .aintained ~ foot candle of light evenly distrib-
uted on the parking surface during the hours of darkness.
All exterior lighting devices are to be inaccessible to
common reach or cli.bing and shall be protected by weather
and vandalism resistant covers. All exterior lighting shall
be projected so as to not cast light onto adjoining prop-
erties.
Interior night lighting shall be maintained in those areas
that are visible from the street (ground floor only).
There shall be a minimum of 20 foot candles of illumination
per square foot of surface area adjacent to gas pumps.
Parking lot poles will be shake proof so that lights cannot
be damaged by shaking the pole.
Light fixtures shall be positioned in such a manner so that
"stray" light does not affect adjoining property owners.
Interior night lighting shall be maintained in those areas
that are visible from the street (ground floor only).
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JOORS, LOCKS, AND WINDOWS:
Swinging exterior glass doors, wood or metal doors with
glass panels, solid wood or metal doors shall be constructed
or protected as follows:
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DRC/ERC
DATE
CASE
CITY OF SAN BERNARDINO
STANDARD REQUIREMENTS
/
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POLICE DEPT
B) Hollow metal doors shall be constructed a minimum
equivalent to sixteen U.S. gauge steel and have suf-
ficient reinforcement to maintain the designed thick-
ness of the door when an~ locking device is installed
such as reinforcement being able to restrict collapsing
of the door around the locking device.
C) The above doors shall contain a 190 degree view angle
door viewer.
Except when double cylinder deadbolts are utilized, an~
glass utilized within 40" of any door locking mechanism
shall consist of laminated glass, tempered glass, wired
glass or plastics.
All swinging exterior wood and steel doors shall be equipped
as follows:
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A) A single or double door shall be equipped with a double
or single deadbolt. The bolt shall have a minimu. pro-
jection of 1" and be constructed so as to repel cutting
tool attack. No double c~linder deadbolt locks shall
be installed on the front door.
B) The deadbolt shall have an embedment of at least 1"
into the strike receiving the projected bolt. The
c~linder shall have a c~linder guard, a minimum of five
pin tumblers, and shall be connected to the inner por-
tion of the lock b~ connecting screws of at least 1/4"
in diameter. The recoaaendation does not appl~ when
panic hardware is required or an equivalent device is
approved b~ the Building Code.
C) The strike plate shall be a minimum of 3" in height and
shall be secured to the jamb with a minimum of four
2-1/2" screws.
Double doors shall be equipped as follows:
A) The active leaf of double doors shall be equipped with
metal flush bolts hav'.:lg a minimum embedment of 5/8"
into the head and thr'1 ::nold of the door frame. Double
doors shall have an a~:ragal constructed of steel, a
minimum of .125" thic~. which will cover the opening
between :he doors. This astragal shall be a minimum
of 2" wide and extended a minimum of 1" be~ond the edge
of the door to which it is attached. The astragal
shall be attached to the outside of the active door by
means of welding or with nonremovable bolts spaced
apart on not more than 10" centers.
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DRC/ERC
DATE
CASE
POLICE DEPT
CITY OF SAN BERNARDINO
STANDARD REQUXREMENTS
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All exterior hinged doors are to open/swing outward.
Hinges for out-swinging doors shall be equipped with non-'
removeable hinge pins or a mechanical inner lock to preclude
removal of the door from the exterior by removing the hinge
pins.
Windows
A) All moveable windows shall be equipped with a locking
device and shall be constructed in a fashion to re
strict them from being lifted out of their tracks when
in the closed position.
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B)
All moveable windows shall also be equipped with an
auxiliary locking device which prevents the window
from being slid open (either vertically or horizon-
tally) open while in the closed position.
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Garage type doors: (rolling overhead, solid overhead,
swinging, sliding, or accordion style)
A) The above described doors shall conform to the follow-
ing standards:
1. Wood doors shall have panels a minimum of 5/16"
in thickness with the locking hardware being at-
tached to the support fraaing.
2. Aluminum doors shall be a minimum thickness of
.0215" and rivet together a'minimum of 18" on cen-
ter along the outside seaas. There shall be a
full width horizontal beaa attached to the main
door structure which shall meet the pilot or
pedestrian access door framing within 3" of the
strike area of the pilot or pedestrian access
door.
3. Fiberglass doors shall have panels a minimum den-
sity of 6 ounces per square foot from the bottom
of the door to a height of 7' and panels in
residential structures shall have a density of not
less than 5 ounces per square foot.
B) Where sliding or accordion doors are utilized, they
shall be equipped with guide tracks which shall be de-
signed so that the door cannot be removed from the
track when in the closed and locked position.
C) Doors that exceed 16' in width shall have 2 lock
_~__":....:__ __":_4._.. ..:~ +\...- ~............ A....ae ......t- av....aa..-f lQ'_
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DRC/ERC
DATE
CASE
POLICE DEPT
CITY OF SAN BERNARDINO
STANDARD REQUIREMENTS
I.
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ADDRESS
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a single bolt may be used if placed in the center of
the door with the locking point located either in the
floor or in the door frame header.
D) Overhead doors shall be equipped with slide bolts which
shall be capable of utilizing padlocks with a minimum
9/32" shackle.
1. Slide bolt assemblies shall have a frame a minimum
of .120" in thickness, a bolt diameter a minimum
of 1/2", and protrude at least 1 1/2" into the re-
ceiving guide. A bolt diameter of 3/8" maY~be
used in a residential building.
2.
Slide bolt assemblies shall be attached to the
door with bolts which are nonremovable from the
exterior. Rivets shall not be used to attach
such assemblies.
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E) Padlocks used with exterior mounted slide bolts shall
have a hardened steel shackle a minimum of 9/32" in
diameter with heel and toe locking and a minimum 5 pin
tumbler operation. The key shall be nonremovable when
in an unlocked operation.
F) Doors utilizing a cylinder lock shall have a minimum of
five pin tumbler operation with the bolt or locking
bar extendinl into the receiving guide a minimum of 1".
Common walls shall be as sound proof as possible.
All roof open in,s givin, access to the building shall be
secured with either iron bars, metal gates. stamped metal or
shall be alarmed and meet with the approval of the police
department.
NUMBERS
Roof top address numbers shall be provided. They shall be a
minimum of 3' in len,th and 2' in width and of contrasting
color to the back,round. Numbers shall be placed parallel
to the street address as assigned.
The project shall display street address numbers placed
in a prominent position as near the street as practical.
Numbers shall be a minimum of 6" in height and of a
contrasting color to the back,round.
All individual units shall be clearly identified by numbers,
letters, or a combination thereof. These numbers and
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DRC/ERC
DATE
CASE
CITY OF SAN BERNARDINO
STANDARD REQUIREMENTS
POLICE DEPT
-'" -
letters shall be a minimum of 6" in height and of a contras-
ting color to the background.
All numbering of units shall be in a sequential, logical
order.
ACCESS CONTROLS:
2.
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3.
An access control override device shall be provided for use
by police department personnel to gain i..ediate access.
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Perimeter fencing or cross fencing shall be installed to
prevent criminal movement or activity.
The exterior business walls shall be posted with Municipal
Code Section 9.52.070 relative to trespassing.
.
"
The placement of outside public telephones shall be re~'
stricted to an area i..ediately adjacent to the front of the
store/ ~ ,
4.
RETAIL/CONVENIENCE STORES
./
5.
/
5.
./-
./
/
/
Lockable cold beverage (beer) cases shall be locked at
2:00 a.m.
No alcoholic beverages shall be displayed or stored in the
front 2/3 of the custoaer area.
Ice machines shall not be installed in front of store win-
dows.
The interior cashier/sales counter shall
is visible from the building exterior.
i:iJs,ide,;J;.he cOlln~halJ. beel_atee! a
tm;"""bod-;;-~th_ bU}l~e)ll: ''---'' --
be located so
T~ JI~r..Jar.ea.
.. f r ~
it .
Windows and counter/cash register area will not contain dis-
plays/advertisements that block the visibility of the
cashier from the outside of the store.
A photo-electric be.. across the entry door shall be
installed to audibly notify or ring when customers enter the
store.
Utilization of outside intercom speakers is prohibited.
_0_
o
CrTY OF SAN BERNARDrNO
DRC/ERC
DATE
CASE
POLrCE DEPT
STANDARD REQUrREMENTS
o.
ALARM SYSTEMS
/
If the units are alarmed or wired for an alarm system, the
buyer is to be notified to contact the Police Department for
an alarm permit.
OTHER REQUIREMENTS
,
The placement of machinery (compressor eqUipment) shall be
away from residential areas to abate the intensity of noise.
.-.
.....
;.'
o
o
CXTY OF SAN BERNARDXNO
DRC/ERC
DATE
CASE
STANDARD REQUXREMENTS
POLXCE DEPT
1.
ADDITIONAL REQUIRlKENTS:
,/' C.O po"?'
..ec~-;:-:;c . :.~L 0;1:-J
-
~~
~t::':-""'- S~.;~4.lE
t1~/{..
Pv~r'
s~~~ /~"""A"::: ",~....-z. ~ ~/:/~
"..... - ,
".K-/v<:r ~"r_ ~AC.c...S
"/
/AlL"'""/~ tC!&;-""'e-""/~
/A'LC- EfJ':= ;- ~ .
/
crt!!.... .
,
-
,.
CITY
OF
SAN BERNARDINO
c c.I
CASE t?/-O~
HEARING DATE 6-,2t')-rJ
REVIEWED BY ~
STANDARD REQUIREMENTS
PIRE DEPARTMENT REQUIREMENTS
GWERAL REQUIREMENTS:
..,..)< Provide one extra set of construction plans to Building and Safety for Fire Department use at time of plan check.
(] Contact Fire Depllrtment for specific or detailed requirements - I.PORTAlIT.
~ The developer shall provide for adequate Fire Flow as computed by the Fire Prevention Bureau. Fire Flow shall be based
,....... on square footage, construction features and exposure information as supplied by the developer and may be taken from two
hydrants. I~t) t;/1/ Yt'7)/,e'//P' $Y <<J#-"7d ptFrZ'
ACCESS: )
(] Provide two different routes of ingress/egress to the property entrance. The routes shall be paved, all-weather.
[1 Provide an access roadway to each buildinlZ for fire apparel"!'. Access roadway shall have an all-weather driving surface
of not less than 2o-feet of unobstructed width.
I] Extend roadway to within lSD-feet of all portions of the exterior valls of all single-story buildings.
[] Extend roadway to within 50-feet of the exterior walls of all mul;.iple-story buildings.
[J Provide "No PARKING" signs whenever parking of vehicles would possibly reduce the clearance of access roadways to less
than the required width. Signs are to read "FIRE LANE - NO PARKING" (All caps). "M.C. Sec. 15.16".
[J Dead-end streets shall not exceed SOo-feet in length and shall have a minimum 35-foot radius turnaround.
t] The names of any new streets (public or private) shall be submitted to the Fire Department for approval.
SITE:
l] All acress roads and streets are to be constructed and usable prior to combustible construction.
[J Private fire hydrants shall be installed to protect each building located more than ISO-feet from the curb line. No fire hydrant
should be within 40-feet of any exterior wall. The hydrants shall be Wet Barrel type, with one 2,-inch and one 4-inch outlet.
and aporoved by the Fire Departmpnt. Fire hydrants are to be protected from damage by providing suitable traffic barriers.
The area around the fire hydrant shall be designated as a "NO PARKING" zone by painting an 8-inch wide, red stripe for 15-feet
in each direction in front of the hydrant in such a manner that it will not be blocked by parked vehicles. Suitable "NO
PARKING" signs are required.
~ Public fire hydrants shall be provided along streets at~feet intervals for commercial and multi-residential areas and at
/""-.. 50o-feet intervals for residential areas. Installation shDI'Conform to City specifications and be installed prior to combustible
construction or storage.
,.
l.
BUILDING:
[J The address of the structure, in six inch numerals, shall be installed on the building or in other approved location in such a
manner as to be visible from the frontage street. The color of the numbers shall contrast with color of the background.
(] Identify each gas and electric meter with the number of the unit which it services.
(] Fire extinguishers must be installed prior to the building being occupied. The minimum rating for any fire extinguisher is
2A 10 B/C. Minimum distribution of fire extinguishers must be such that no interior part of the building is over 75-feet travel
distance from a fire extinguisher.
~ All buildings, other than residential over 5,000 square feet, shall be provided with an automatic fire sprinkler system, designed
/'..... to NFPA standards.
Submit plans for the fire protection system to the Fire Department prior to beginning construction on the system.
Tenant improvements in all sprinkJered buildings are to be approved by the Fire Department prior to construction.
....L" Provide an automatic fire alarm (required throughout). Plan must be approved by the Fire Department, prior to installation.
,r __ Fire Department connection to (sprinkler system/standpipe system) shall be required at curb line.
=================================================================================================================--===
).
T.
I.
NOTE: The applicant must requ~ in writing, any change in these or other requirements.
ADDlTIONALINFORMATION:U/.~$t't SUAH/7" ~~.r ;:t; /'l,;rl'" PGP?: ,P;;(!
:;:";VS7')I;1U"A'77i),A) OF Nfl. .s-~'/(AtI=~ ~Jj. OKrA'/AJ J?rlf)u/~ELJ &.;:r5.
@?#E FHE~U:'tF1CI{"y nEt'. ,IN'vr-eJF' $"t:(J/r~N SA/Ala: Jl!:"E ,4~-97'"C-P
OAJ r#F 4u,lrJ/,Or t:Jr 7"#tr Jrq/~P/AI~ AAJP Ct!" /AlflFP ~A.lP
y;~;~(.t!' ~/? ~"c rqr~ Pts;;'F.uf/~{:. rr~p.r..
FPB 170 7/&9
, . CITY OF SAN
ARDINO PUBLIC
CASE
.1.....
r.IIP Q]-07
STANDARD REQUREMENTS
AGENDA ITEM
HEARING DATE
PAG
q
q-H-ql
,.
NOTE TO APPLICANT: Where separate Engineering plans are required,
the appllcant is responsible for submitting the Engineering plans
directly to the Engineering Oivision. They may be submitted prior
to submittal of Building Plans.
Drainage and Flood Control
All necessary drainage and flood control measures shall be
subject to requirements of the City Engineer; which may be based
in part on the recommendations of the San Bernardino Flood
Control District. The developer's Engineer shall furnish all
necessary data relating to drainage and flood control.
A 1 oca 1 dra i nage study will be requ i red for the pro ject. Any
drainage improvements, structures or storm drains needed to
mi t i ga te downs tream i mpac ts or protect the deve 1 opment sha 11 be
designed and constructed at the developer's expense, and
right-of-way dedicated as necessary.
_ The development is located within Zone A on the Federal Insurance
Rate Maps; therefore, a Special Flood Hazard Area Permit issued
by the City Engineer shall be required.
_ The development is located within Zone B on the Federal Insurance
Rate Maps; therefore, all building pads shall be raised above the
surrounding area as approved by the City Engineer.
_ Comprehensive storm drain Project No. is master planned in
the vicinity of your development. ThlS drain shall be designed
and constructed by your project unless your Engineer can
conclusively .show that the drain is not needed to protect your
development or mitigate downstream impacts.
-:L. All dra i nage from the deve 1 opmen t
approved public drainage facility.
drainage facilities and easements
satisfaction of the City Engineer.
X Applicant shall mitigate on-site storm water discharge
sufficiently to maintain compliance with the City's NPOES Storm
Water Discharge Permit requirements.
shall be
If not
shall be
directed
feasible,
provided
to an
proper
to the
t
o 0
CITY OF SAN BERNARDINO PUBLIC WORKI/INQR.
CASE CUP 91-07 -
, .
STANDARD REQlIREMENTS
AGENDA ITEM
HEARING DATE
R
4
9-17-91
Grading
X If more than l' of fill or 2' of cut is proposed, the site/plot/
grading and drainage plan shall be signed by a Registered Civil
Engi neer and a gradi ng permi t wi 11 be requi red. The gradi ng
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 City Engineer in
advance.
X
,
'.
X
..
X
I.
X
'.
X
5,000 cubi c yards of earthwork is proposed, a
will be required and the grading shall be
accordance with Section 7012 (c) of the Uniform
If more than
grading bond
supervi sed in
Building Code.
A 1 i quefacti on report is requi red for the si te. Thi s report
must be submi tted and approved pri or to issuance of a gradi ng
permi t. Any gradi ng requi rements recommended by the approved
liquefaction report shall be incorporated in the grading plan.
An on-site Improvement Plan is required for this project. Where
feasible, this plan shall be incorporated with the grading plan
and shall conform to all requirements of Section 15.04-167 of
the Municipal Code (See "Grading Policies and Procedures"). The
on-site Improvement Plan shall be approved by the City Engineer.
A reciprocal easement shall be recorded prior to grading plan
approva 1 if reci proca 1 dra i nage, acces s, sewer. and/ or park i ng
is proposed to cross lot lines, or a lot line adjustment shall
be recorded to remove the interior lot lines.
The project Landscape Plan shall be reviewed and approved by the
City Engineer prior to issuance of a grading permit. Submit 4
copies to the Engineering Division for checking.
An on-site Lighting Plan for the project shall be reviewed and
approved by the City Engineer. This plan can be incorporated
with the grad i ng plan. or on- site improvement plan, if
practical.
A Landscape Maintenance District shall be implemented to
maintain landscaping within the following areas:
Separate sets of Landscape Plans shall be provided for the
Landscape Maintenance District.
.. CITY OF SAN
ARDINO PUBLIC
CASE
1/1DIGIl
CUP 91-07 -
STANDARD REQUREMENTS
AGENDA ITEM
HEARING DATE
4
9-17-91
Utilities:
X 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.
Each parcel shall be provided with separate water and sewer
-facilities so it can be served by the City or the agency providing
such services in the area.
Sewer main extensions required to serve the site shall be
-constructed at the Developer's expense. Sewer systems shall be
designed and constructed in accordance with the City's "Sewer
Policy and Procedures" and City Standard Drawings.
X Utility services shall be placed underground and easements
-provided as required.
X All existing overhead utilities adjacent to or traversing the site
---on either side of the street shall be undergrounded in accordance
with Ordinance No. MC-601 (Subdivisions) or Resolution No. 88-65
(Non-subdivisions).
X Existing utiHties which interfere with new construction shall be
-relocated at the Developer's expense as directed by the City
Engineer.
X Sewers within private streets or private parking lots will not be
-maintained by the City but shall be designed and constructed to
City Standards and inspected under a City On-Site Construction
Permit. A private sewer plan designed by the Developer's Engineer
and approved by the City Engineer will be required. This plan can
be incorporated in the grading plan, where practical.
X A "Communication Conduit" shall be installed in all streets within and
adjacent to this project. The conduit shall be dedicated to the City
and its pri mary use sha 11 be for Cable TV i nsta 11 ed by the Cable
TV Company under permit from the City of San Bernardino.
L
r: CITY OF SAN BE
STANDARD REQUIREMENTS
I/DIQIl
CUP 91-07 -
AGENDA ITEM
HEARING DATE
PAG
4
9-H-91
Street Improvement and Dedications:
X All public streets within and adjacent to ,the development shall be
-improved to include combination curb and gutter, paving, handicap
ramps, street lights, sidewalks and appurtenances, including, but
not limited to, traffic signals, traffic signal modification,
relocation of public or private facilities which interfere with
new construction, striping, signing, pavement marking and markers,
and street name signing. All design and construction shall be
accomplished in accordance ~ith the City of San Bernardino "Street
Improvement Policy" and City "Standard Drawings", unless otherwise
approved by the City Engineer. Street lighting, when required,
shall be designed and constructed in accordance with the City's
"Street Lighting Policies and Procedures". Street lighting shall
be shown on street improvement plans except where otherwise
approved by the City Engineer.
X For the streets listed below, dedication of adequate street
-right-of-way (R.W.) to 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 (Ft.)
"I" STREET 44'
Curb Li ne (Ft.)
32'
40' (MINIMUM)
INLAND CENTER DRIVE 50' (MINIMUM)
X Driveway approaches shall be constructed per City Std. No. 204,
Type II. Westerly drive approach on "I" Street shall be 36' wide.
x An Encroachment Permi t wi 11 be requi red from the SPRR for work
within the railroad right-of-way. Proof of crossing rights at
driveway will be required.
X Restripe Inland Center Drive from Senic Drive to "I" Street to
provide one lane each direction and a 2-way turn lane.
X Improve Inland Center Drive to provide an acceleration and
deceleration lane as approved by the City Engineer.
X Install "NO PARKING" signs on the North side of Inland Center
Drive from "I" Street to the Easterly project boundary.
.
-
11>
o 0
CITY OF SAN BERNARDINO PUBLIC WORKS/_.
CASE CUP 91-07
STANDARD REOlIREMENTS
AGENDA ITEM 4
HEARING DATE 9-17-91
F\
ReQuired Engineering Permits:
O.
x
Grading permit (if applicable).
On-site improvements construction permit (except buildings - see
Planning and Building Services), includes landscaping.
1.
x
2.
x
Off-site improvements construction permit.
Applicable Engineering Fees (Fees subject to change without notice)
Plan check fee for Final/Parcel Map - $1,000.00 plus $30.00 per
lot or parcel.
Plan check and inspection fees for off-site improvements - 3%
and 2.5%, respectively, of the estimated construction cost* of
off-site improvements.
4. X Plan check and inspection fees for on-site improvements (except
buildings - See Planning and Building Services) - 1:t and 1:t,
respectively, of the estimated construction cost* of on-site
improvements, including landscaping.
3.
X
5. X Plan check and inspection fees for grading (if permit reQuired)
- Fee Schedule available from the Engineering Division.
6. X Dra i nage fee. Exact amount of fee sha 11 be determi ned by
Department of Planning and Building Services at time of
application for building permit - Fee Schedule available from
the Engineering Division.
7. X Traffic system fee in the approximate amount of $60.000.00
Exact amount shall be determined by the City Trafflc Englneer at
time of application for building permit.
8. X Contribute $20,000.00 toward future signalization of the
intersection of Inland Center Drive and "I" Street.
ADDITIONAL REQUIREMENTS
9. X A parcel map shall be recorded to remove the interior lot lines.
*Estimated construction cost is based on schedule of unit prices on
file with the City Engineer.
JI.
ti
J
sa.onardino City Water Department 0
STANDARD REQUIREMENTS
3w of rlans: # ~ U r \..\". q I .- 01 Date:
I ."'\"" /"-~ .I.,lo _._
.ocation: Iole. r~ U.c'lt... .l.....d\ ...1.'t? ( ~ v- - ~ ~ Approved:
rypeOfconstruction:CAI~. ~,.~~- ~r .oC"~.~ ~ ~tD,,1 Denied:
)wner/Developer:t:-~. ~!7.lI-r:? "\ Ci.A.:~ \"-\<3-'t" .~......) Continued:
ENGINEERING: Name:~ JII.{~~',,^~ Date:~
I.'~ P.S.I. efb -~ -~ ;:,..\
_. ~ Size of Main Adjacent to the Project It'" 1[1. IIJ" ~ 1 ,..It.;i. /'Z'4 &rt. '1"'fo'lI ^ ~ c"Jl.. ~
! . JX Pressure Regulator Required on Customer's Side on the Meter.
o Off-site Water Facilities Required to Meet Peak Flow Demand.
~ _ t
I. =- Comments: ~#...- ~ .".~~<... "'::-'A" (J~ ~hlP .-' 'Z ~ ~I
o Subject to the Rules & Regulations of the Water Department in effect at the time of Application for Water Service.
o This Area is Serviced by East Valley Water District and All Fees/Conditions will be Determined by their
Engineering Department.
WATER QUALITY CONTROL DEPARTMENT: Name: ~ Date: ~
~R.P.P. Backflow Device Required at Service Connection. ~ ~1lV LAoltlD<.u:- ..,; ~.~
-
LJ Double Check Backflow Device Required at Service Connection.
:-l Air Gap Required at Service Connection.
LJ No Backflow Device Required.
I ENVIRONMENTAL CONTROL OFFICER:
Name:~"" "- \J~ ~...A
Date:~
'. ~ Industrial Waste Permit Required by Environmental Control Officer.
,.~ Grease Trap Required by Environmental Control Officer.
'. ~Pre-treatment Required by Environmental Control Officer.
'. jZ. No Regenerative Water Softeners May be Installed Without Prior Approval.
C Approved by Environmental Control Officer\
SEWER CAPACITY INFORMATION: Name:~\... \~~ Date:~"J
[] No Sewer Capacity Fee Applicable at This Time.
"&"Sewer Capacity Fee Must Be Paid to the City Water Department for the Amount of Gallons Per
Day. Equivalent Dwelling Units:
__ Subject to Recalculation of Fee Prior to the Issuance of Building Permit.
. .x. Proof of Payment Must be Submitted tothe Building & Safety Department Prior to Issuance of the Building Permit.
'reakdown of Estimated Gallons Per Day:
-?A \bz.. ,."", 1{: ------...~ {- '" f-" ~1\oO ,~
\...h~,-~~~
~_~e;("~ r~ ~ 1
.", '\"t-J~~~.~Tt?~~It.D.>::
WATA-3.OC
t"'OISAN.~
ClNTfIAl._'IOGSfIWlCES,
IIJ.
-
~
.
........
.. u
CITY. OF SAN 8
ARDINO PUBLIC
CASE
1/1NGIl
PM 140{.7 -
STAND4RD REQUIREMENTS
AGENDA ITEM
HEARING DATE
PAG
4
9-17-91
45
Utilities
1. X Design and construct all public utilities to serve the site in
accordance with City code, City Standard and requirements of the
serving utility, including gas, electric, telephone, water, sewer
and cable TV.
Each parcel shall be provided with separate water and sewer faci-
lities so it can be served by the City or the agency providing
such services in the a~ea.
Sewer main extensions required to serve the site shall be con-
structed at the Developer's expense. Sewer systems shall be
designed and constructed in accordance with the City's "Sewer
Policy and Procedures" and City Standard Drawings.
X Utility services shall be placed underground and easements pro-
vided as required.
X All existing overhead utilities adjacent to or traversing the
site on either side of the street shall be undergrounded in accor
dance with Section 19.20.030 (non-subdivisions) or 19.30.110
(SUbdivisions) of the Development Code.
X Existing utilities which interfere with new construction shall be
relocated at the Developer's expense as directed by the City
Engineer.
Sewers within private streets or private parking lots will not be
maintained by the City but shall be designed and constructed to
City Standards and inspected under a City On-Site Construction
Permit. A private sewer plan designed by the Developer's Engin-
eer and approved by the Ci ty Engi neer wi 11 be requi red. Thi s
plan can be incorporated in the grading plan, where practical.
L5. X A .communication Conduit" shall be installed in all streets with-
in and adjacent to this project. The conduit shall be dedicated
to the City and its primary use shall be for Cable TV installed
by the Cable TV Company under permit from the City of San Bernar-
dino.
.2.
~
.4.
l
.t1
...
J -
.
CITY OF SAN
ARDINO PUBLIC ORKI/IENGIR.
CASE f?n /4Cb7 -
STANDARD REQUIREMENTS
AGENDA ITEM
HEARING DATE
A
4
Q-17-c}1
Mapping
X A Final/Parcel Map based upon field survey will be required.
All street names shall be subject to approval of the City
Engineer prior to Map approval.
)( Additional survey and map information including, but not limited
to, building setbacks, flooding and zones, seismic lines and set-
backs, geologic mapping and arCheological sites shall be filed
with the City Engineer in accordance with Ordinance No. MC-592.
I.prove.ent Co.pletions
~ Street, sewer, and drainage improvement plans for the entire pro-
ject sha 11 be comp 1 eted, subject to the approva 1 of the City
Engineer, prior to the recordation of the Final/Parcel Map.
If the requi red improvements are not comp 1 eted pri or to record-
ation of the Final/Parcel Map, an improvement secLlrity accom-
panied by agreement executed by the developer and the City will
be required.
9. X I f the requ ired improvements are not proposed to be comp 1eted
prior to recordation of the Parcel Map, a deferred improvement
agreement in accordance with Section 19.30.160 of the Development
Code will be required. If the agreement is approved, an
improvement certificate shall be placed on the Parcel Map stating
that the requi red improvements wi 11 be comp 1 eted upon develop-
ment. Applicable to Parcel Maps consisting of 4 or less parcels
only.
6.
7.
8.
o.
X Street light energy fee to pay .cost of street light energy for a
period of 4 years. Exact amount to be determined prior to map
recording.
All rights of vehicular ingress/egress shall be dedicated from
the following streets:
.1
-
. . CITY OF SAN HONARDINO PUBLIC c~'l~
STANDARD REQUIREMENTS AGENDA ITEM 4
. . HEARING DATE ~
Street Improvement and Dedications:
XAll public streets within and adjacent to ~he development shall be
----improved to include combination-curb and gutter, paving, handicap
ramps, street lights. sidewalks and appurtenances, including, but
not limited to, traffic signals, traffic signal modification,
relocation of public or private facilities which interfere with
new construction, striping, signing, pavement marking and markers,
and street name signing. All design and construction shall be
accomplished in accordance with the City of San Bernardino "Street
Improvement Policy" and City "Standard Drawings", unless otherwise
approved by the City Engineer. Street lighting, when required,
shall be designed and constructed in accordance with the City's
"Street Lighting Policies and Procedures". Street lighting shall
be shown on street improvement plans except where otherwise
approved by the City Engineer.
~ For the streets listed below, dedication of adequate street
----right-of-way (R.W.) to 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 (Ft.)
44'
Curb Line (Ft.)
. ..
I 5 "TAEeT
INLJIJND ~~.
S'o'
32'
4C'
'. ~ CcNST1Wcr IJ IIItNDJCltp !?/lmp 117 me NtJlZ.THE'I95i 41AN8t..
II ..
"1= .$~I.AN[) ceJJre1e DlaVl? AND .r ~T AND JJet>lt:A7E'
SUrF/ClAlT .If?t61ff-1lp- wRy 7D 11eetJn1P'1~7'E 71If; ~.
l
-
~
"CITY.OF SAN
STANDARD REQUIREMENTS
ORK./......
CASE p.m, /4067
AGENDA ITEM 4
HEARING DATE 9-17-91
lltl
Required Engineering Per.its:
Grading permit (if applicabl,.).
On-site improvements construction permit (except buildings - see
Planning and Building Services), includes landscaping.
XOff-site improvements construction permit.
Applicable Engineering Fees (Fees SUbject to change without notice)
X Plan check fee for Final/Parcel Map - $1,000.00 plus $30.00 per
lot or parcel.
26. X Plan check and inspection fees for off-site improvements - 3S and
2.5S, respectively, of the estimated construction cost* of
off-site improvements.
24.
25.
Plan check and inspection fees for on-site improvements (except
buildings - See Planning and Building Services) - IS and IS,
respectively, of the estimated construction cost* of on-site
improvements, including landscaping.
Plan check and inspection fees for grading (if permit required) -
Fee Schedule available from the Engineering Division.
Drainage fee in the amount of
Traffic system fee in the estimated amount of
Exact amount shall be determined by the City Trafflc
time of application for Building Permit.
Sewer connection fee in the amount_of
Eng1 neer at
*Estimated construction cost is based on schedule of unit prices on
file with the City Engineer.
\.
^
Attachment "E"
1"\
CITY OF SAN BERNARDINO PLANNING AND BUILDING SERVICES DEPARTMENT
""lI
INITIAL STUDY
...
,.
Initial study for Environmental Impacts
For Conditional Use Permit No. 91-07
Project Description/Location: To construct a 24-hour
self-service gasoline station with mini-market, a 24 hour
self-service 5-bay car wash and a 12,800 square foot
lease building for automotive related services. Located
on 2.1 acres at the northeast intersection of Inland
Center Drive and "1" Street.
Date June 20, 1991
Prepared for:
Nicholas Tavag1ione
3545 central, Suite 200
Riverside, CA 92506
Prepared by:
Michael R. Finn
Associate Planner
City of San Bernardino
Planning Department
300 North "D" Street
San Bernardino, CA 92418
~"=I!rL=--=
...
PLAN-8.07 PAGE 1 Ol' 1 (4-10)
, .
o
o
INITIAL STUDY FOR
CONDITIONAL USE PERMIT NO. 91-07
Introduction
This Initial Study is provided by the City of San Bernardino for
Conditional Use Permit No. 91-07. It contains an evaluation of
potential adverse impacts that can occur if the project is
developed.
The California Environmental Quality Act (CEQA) requires the
preparation of an Initial Study when a project must obtain
discretionary approval from a governmental agency and it is not
exempt from CEQA. The purpose of the Initial Study is to
determine whether or not a project not exempt from CEQA qualifies
for a Negative Declaration or whether or not an Environmental
Impact Report (EIR) must be prepared.
The following components constitute the
Conditional Use Permit No. 91-07:
Initial Study for
1-
2.
3.
4.
Project Description
Ervironmental Setting
Environmental Impact Checklist
Discussion of Environmental
Measures
Technical Reports prepared for
Conclusion
Evaluation and
Mitigation
5.
6.
the proposed project
Combined, these components constitute the complete Initial Study
for Conditional Use Permit No. 91-07.
Pro;ect Descrintion
Conditional Use Permit No. 91-07 is a request to construct a 24
hour self-service gasoline station with mini-market, 24-hour
self-service 5 bay car wash and a building with 12,800 square
feet of auto related lease space. The site is roughly triangular
in shape, consisting of 9 parcels totalling 2.077 acres. The
site is presently designated IL, Industrial Light, which would
not allow the proposed use; the designation permits manufacturing
and low intensity industrial uses with a modest percentage (15\)
of service related uses. However, the applicant has also filed a
request to amend the General Plan land use designation of the
site to CG-1, Commercial General. The CG-1 land use designation
permits a wide range of commercial and retail services, including
the uses proposed under Conditional Use Permit No. 91-07. It is
assumed that the General Plan Land Use Designation of the project
site is CG-1 to allow processing of Conditional Use Permit No.
91-07 as requested by the applicant.
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Conditional Use Permit No. 91-07
Initial study
June 20, 1991
Environmental Bettina
The property is relatively flat and is devoid of vegetation,
showing signs of recent discing for weed abatement. The site is
bordered on the west by "I" street, and on the south by Inland
Center Drive and a rail spur owned by the Southern Pacific
Transportation Company. Interstate 215 is located just east of
the site.
Adjoining land uses include single-family homes fronting on "I"
Street and a restaurant and storage facility adjacent to the
offramp on the north, mixed industrial and commercial land uses
across Inland Center Drive on the south, and single-family homes
across "I" Street on the west. Urbita Elementary School is
located across "I" Street to the northwest.
The site is located in an area of potential ground subsidence and
high liquefaction susceptibility. A six-inch high pressure fuel
pipeline, carrying JP-4 jet fuel to Norton Air Force Base, runs
along the southern boundary of the site, approximately 10 feet
north of the centerline of the rail spur.
CITY OF SAN BERNARDINO PLANNING AND BUILDING SERVICES DEPARTMENT
ENVIRONMENTAL IMPACT CHECKLIST
~
A. BACKGROUND
Application Number: COl'luliirJr{Al.. v.~ ?ERNlr r4C. C\\-C'
ProjlldOescription: TO col'i~';tR.W;;T A ~t.{ - HOI..lR '5at=-seRVf C.~s..~iN€.
s\,A-"T\Ol'l. A 2'-1 -Ho..tR 5- 8-4" 5~Lr=-se~\le eM<. w~H ,l.1..fu A
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10, ~OO 5~€. Fc~\ l...e;)6i" Bill....i)trJ& FOR AtlTD Pa.f1ff.D uses.
.
Location: ~ot:m'l E;A5\ c.c;R.~...K 6((" ,lJL....\:r,\ ~ ~rre.R UIl.\V~ A", 'c
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Environmental Constreints Areas: \- \ Q v. €.r ~,l DI'i .. 6W3~i Oe;Nc.C I "" - , ~0l-+
ht~-L V\f("-i-i N.':""
General Plan Designation: i L.
INv,~.S\R\Ai...- i-i~i+i (~~5i.-v 1"0
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6e AYV..W~D '\0 C6--\ LuMM&Q.C,,,,,--(,.E.Nf:RAi..- 6'1 &~'W-oCj)
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Zoning Designation: Ii-, 1~D\)..!:;\~HA;L L\b--\4T(~e\)'\o Be AMENL:lO
10 CC..-l C.ornI'\1.62.CiAL ~ei2At- B--/ G-PA qO-Dtll ~
.
B. ENVIRONMENTAL.MPACTS Explain enswelS, wherellpplOpriate. on a separate attached sheet.
No Maybe
';(
X
X
)<
1. Earth Re80UICH Will the proposaJ resutt in:
a. Earth movement (cut and/or fUI) 01 10,000 cubic
yards Dr mora?
Ves
b. Development and/or grading on a slope glllal8r
than 15% natural grade?
c. Development within the A1quist-Priolo Special
Studies Zone as defined in Section 12.0 - Geologic
& Seismic, Figure 47. of the City's General Plan?
d. ModHication of any unique geologic Dr physical
feature?
e. Development within areas defined for high potential lor
water Dr wind erosion as identHied in SlIdion 12.0.
Geologic & Seismic, Figura 53, of the City's General
Plan?
x
X
f. ModHication of a chennel, creek Dr river?
..
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PUlNoU6 PAGE 1 OF _ 111-10)
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g. Development wnhin an area subject to landslides, Yes No Maybe
mudslides, liquefaction or other similar hazards as
identified in Section 12.0 - Geologic & Seismic, )(
Figures 48, 52 and 53 01 the cny's General Plan?
h. OIher? ~&tJT\~ ~t> ~\~ x:
2. Air "-Urcu: Will the proposal resu~ in:
a. Substantial air emissions or an effect upon ambient X
air qualny as defined by AQMD?
b. The creation 01 objectionable odors? )(
c. Development wnhin a high wind hazard area as Identffied
in Section 15.0 - Wind & Fire, Figure 59, 01 the cny's X
General Plan?
3. Water Rnourcea: Will the proposal resu~ in:
a. Changes in absoI'ption rates, drainage patterns, or the
rate and amount 01 surface runoll due to '><'
mnperme~surfaces?
b. Changes in the course or IIow 0I11ood waters? X'
c. Discharge Into surface waters or any a~eration )(
01 surface water qualny?
d. Change in the quantny 01 qualny ul ground water? 'X
e. Exposure 01 people or property to Ilood hazards as
identified in the Federal Emergency Management
Agency's Flood Insurance Rate Map, Communny Panel
Number 060281 - _ , and Section 16.0 - ><
Flooding, Figure 62, ollhe cny's General Plan?
I. Other? X
4. Biological Rnourcn: Could the proposal r8Su~ in:
a. Development wnhin the Biological ResoUR:8S
Management Overlay, . identffied in SectIon 10.0
. Natural R8IOUR:8S, FlIlure 41, oIlhe cny's X
General Plan?
b. Change In 1he number 01 any unique, rare or
endangered species 01 plants or their habitat including i-
stands 01 trees?
c. Change in the number 01 any unique, rare or X
endangered species 01 animals or their habnat?
d. Removal 01 viable, maluretrees? (6. or greater) )(
e. OIher? 'f...
5. No"': Could the proposal resutt in:
a. Development 01 housing, hntth care facilities, schools,
Ubraries, religious faclltties or other "noise. Nnattive UNS
in are. where existing or future nolle levels excnd &rI
Ldn 01 65 dB(A) estarior &rid &rI Ldn 01 45 dB(A) interior
as identified in Section 14.0. Noise, FlIlures 14-6 and 'X
14-13 oIlhe Ctty's General Plan?
=n:~.~.:it.ti PJ..AH.I.G8 PAGE2OF_ (11"')
^
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10. Public ServlcH: Will the proposallmpacl the following Ves No Maybe
beyond the capability to provide adequate levels of service?
a. Fire protection? X
b. Police protection? X
c. Schools (i.e., attendance, boundaries, overload, etc.)? '><
d. Parks or other recreational facil~ies? X
e. Medical aid? X
f. Solid Waste? X
g. Other? X
11. Utllltlea: Will the proposal:
a. Impact the following beyond the capability to
provide adeqU8le levels of seIVica or require the
construction of new facil~ies?
1. Natural gas? y
2. Electricity? Y
3. Water? X
4. Sewer? "l-
S. Other? Y.
b. Resu. in a disjointed pattem of utility extensions? Y'
c. Require the construction of new facil.? X
1 2. Aeethetlca:
a. Could the proposal ruu. in the obstruction of any y
scenic view?
b. Will the visual impact of the project be datrimental X
to the surrounding arn?
c. Other? ,~
.
13. CUltural Reaourcea: Could the proposal resu. in:
a. The alteration or deetruction of a p,rahistoric or
historic archaeological .~e by development ~hin an
lIIChaeoIogical ..nsitive area as identified In Section y
3.0 - Historical, FllIure 8, of the City's General Plan?
b. Alteration or deatruction of a historical an, atructure X
or object as listed In the CIty'. Historic Resources
Reconnaissance Survey?
c. Other? Y...
ro::..s:.-====
PI.AN-8.08 PAGE. OF _ (l1-l1O)
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14. Mandatory Findings of Significance (Section 15065)
The California Environmental Quality Ad Slates that n any of the following can be answered yes or
maybe, the project may have a signnicant eIIect on the environment and an Environmental Impact
Report shall be prepared.
Yes
No
Maybe
a. Does the projec:l have the potential to degrade the
quality 01 the environment, substantially reduce the
habbt 01 a fiah or wildllle species, cause a fish or
wildllle population to drop below se_ sustaining levels,
th""en to ellminale a plant or animal community,
reduce the number or restrict the range 01 a rare or
endangered plant or animal or eliminate important
examples 01 the major periods d California history
or prehistory?
b. Does the projec:l have the potential to achieve short-
term, to the disadvantage 01 long-term, environmental
goals? (A short-term impact on 1he environment is one
which lICCUIS in a rellllively brief, definitive period
01 time while long-term Impacts will endure well into
the future.)
><
x
c. Does the project heve impacts which are individually
limftad, but cumulatively considerable? (A projec:l may
impact on two or more seperete rIlSOurcas where the
Impact on each resource Is relatively small, but where
the eIIect 01 the total 01 those impllClS on the
environment Is sign_icanl)
d. Does the project have environmental eIIects which will
cause .ubelantlal adverse eIIl1C1S on human beings,
efther directly or indirectly?
x
~
C. DISCUSSION OF ENVIRONMENTAL EVALUAtiON AND MITIGAtiON MEASURES
(Altach sheels as neellsary.)
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Conditional Use Permit No. 91-07
June 20, 1991
C. DISCUSSION OF ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
1. Earth Resources
g. The proposed project is located within an area of high
liquefaction potential. The composition of underlying soils
in combination with high water table may present conditions
favorable for liquefaction given a major seismic event.
Potential impacts include near surface or surface ground
failure resulting in property damage and/or structural
failure. Engineering Department Standard Requirements
concerning the submission of an approved liquefaction
report for the site prior to the issuance of any grading or
building permits, and the incorporation of any grading/
building requirements recommended by the approved
liquefaction report into the grading/ building plans, will
reduce potential impacts resulting from liquefaction to an
insignificant level.
h. The project is located in an subject to potential ground
subsidence. According to the General Plan, potential
subsidence within this area may be as great as 5 to 8 feet
in groundwater is depleted from the Bunker Hill-San Timoteo
Basin. Since 1972, the San Bernardino Municipal Water
District has maintained groundwater levels from recharge to
percolation basins which, in turn filters back into the
alluvial groundwater deposits. Project Conditions of
Approval requiring the above mentioned liquefaction report
to also address ground subsidence, and incorporate any
grading/ building requirements recommended by the report
concerning subsidence into the grading/building plans will
reduce potential impacts to a level of insignificance.
3. Water Resources
a. The proposed development will cause an increase in
impermeability and the rate and amount of surface water
runoff. Engineering Department Standard Requirements
concerning the conveyance of drainage and runoff to
approved public drainage facilities will apply.
6. Land Use
a. The proposal will result in a change in the land use as
designated under the General Plan. The site is presently
designated IL, Industrial Light, which does not permit the
proposed facility; the IL designation permits manufacturing
and low intensity industrial uses with only a small
percentage (15\) of supporting retail and personal service
commercial uses. As previously mention,) the applicant has
filed a request to amend the General Plan land use
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Conditional Use Permit No. 91-07
June 20, 1991
C. DISCUSSION OF ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
designation of the site to CG-1, Commercial General. The
CG-1 land use designation permits a wide range of commercial
and retail services, including the uses proposed under the
present conditional use permit application. Potential
impacts resulting from the change in land use from IL to
CG-1 will be addressed under the application for General
Plan Amendment (GPA No. 90-09).
7. Man-Made Hazards
a. The facility will store and dispense gasoline. All
underground fuel storage tanks, fuel lines, and gasoline
dispensers are required to comply with the requirements of
the Uniform Fire Code and County Environmental Health
Services regulations regarding air quality control, soil and
ground water protection, and fire prevention.
Potential uses of the lease building could involve the
transport, storage and use of hazardous materials in the
form of oil, solvents, etc., normally associated with
automotive type uses. Conditions of Approval requiring the
lease. holders transporting, storing or using hazardous
materials to obtain a hazardous material handler permit and
hazardous waste generator permit from the San Bernardino
County Department of Environmental Health Services will
reduce potential impacts to an insignificant level.
b. Operation of the carwash may result in the release of toxins
or hazardous materials contained in wash soaps or from the
vehicles being washed. To preclude the release of any
hazardous substances or toxins, Conditions of Approval have
been added requiring the installation of on-site drains.
These drains shall be designed to contain any runoff created
by the carwash in the course normal operation.
Any release of hazardous substances into the sewer systems
will be handled by the Environmental Officer at the San
Bernardino City Water Department. The following City of San
Bernardino Water Department Standard Requirements are
applicable and will reduce potential hazards:
1. An industrial waste permit shall be required if any
type of hazardous materials are to be released.
2. A Grease Trap (Sand Trap) shall be installed.
3.
No Regenerative Water
without prior approval
Officer.
Softeners may be installed
of the Environmental Control
o
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Conditional Use Permit No. 91-07
June 20, 1991
C. DISCUSSION OF ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
To safeguard water quality in existing
mains, an R.P.P. Backflow Device shall be
water service connection per City of San
Department standard Requirements.
d. The site is bordered on the south by a 6-inch high pressure
fuel pipeline which carries JP-4 jet fuel to Norton Air
Force Base. A rupture of the jet fuel pipeline and any
ensuing fire could result in the exposure of people to
potential safety hazards. Since the pipeline parallels the
Southern Pacific rail spur, the most likely cause of
pipeline rupture would be a train derailment. The rail spur
leads to the warehouse distribution facilities north of
Inland Center Drive less than a one half mile to the east.
Trains using the rail are therefore likely to be traveling
at an extremely slow speed. The rail in the vicinity of the
project is straight for several thousand feet both to the
east and west. Derailment is therefore considered unlikely.
Project Conditions of Approval requiring a setback of 100
feet for all structures intended for occupancy will help to
reduce potential hazards to an insignificant level.
water pipes and
required at the
Bernardino Water
9. Transportation/Circulation
d. The proposal will alter the present patterns of area traffic
circulation. A traffic impact report prepared for the
project by J. F. Davidson and Associates and was reviewed
by the City Traffic Engineer. The following Engineering
Conditions of Approval will reduce potential impacts to an
insignificant level:
1. Improve Inland Center Drive to provide a westbound
acceleration and deceleration lane from the easterly
most boundary to "I" Street. This condition shall be
subject to right-of-way availability adjacent to the
Southern Pacific Rail Road (S.P.R.R.1 tracks;
2. Re-stripe Inland Center Drive between Scenic Drive and
"I" Street to provide a two-way left-turn lane and one
through lane in each direction to match the existing
lane configuration west of "I" Street and east of
Scenic Drive;
3. Install "No Parking Any Time" signs on the north side
of Inland Center Drive from "I" Street to the easterly
most project boundary; and,
4. contribute $20,000 "fair share" amount toward a future
signal at Inland Center Drive and "I" Street.
~
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Conditional Use Permit No. 91-07
June 20, 1991
C. DISCUSSION OF ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES
e. Normal vehicular ingress/egress to the project site across
the Southern Pacific Transportation Company rail spur from
Inland Center drive may conflict with rail traffic using the
spur. Prior to project approval, the applicant must obtain
encroachment permits from the Southern Pacific
Transportation Company or show proof of any existing access
easement(s). Access to the site across the rail spur will
be subject to any requirements or conditions specified by
the Southern Pacific Transportation Company in granting an
encroachment permit or property easement.
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TRAFFIC IMPACI' STUDY
AUTO SERVICE CENTER PROJECI'
SAN BERNARDINO, CALIFORNIA
APRIL,1991
Prepared for:
NICK TA V AGLlONE CONSTRUCTION
3S4S Central A venue, Suite 200
Riverside, CA 92506
~
Prepared by:
J. F. DAVIDSON ASSOCIATES, INC.
Municipal Engineerina Division
290 North "D" Street
San Bcnwdino, CA 92401
(714) 383-0370
4
W.O. #9112418
REPORTS:AM9
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TABLE OF CONTENTS
Page
INTRODUC'IlON.................................................................................
1
1
1
5
5
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9
9
10
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15
16
17
17
17
18
STIJDY ldE1HOOOLOGY..................................................................
EXISTING CONDmONS....................................................................
3.1 Existing Traffic V olumcs................................................................
3.2 InlC1'SCCtion Analysis.......................................................................
BACKGROtJND 1RAF'F'Ic...................................................................
4.1 DescIiption......................................................................................
4.2 InlC1'SCCtion Analysis.......................................................................
5.0 PROJECT IMPACTS............................................................................
5.1 PIoject Trip Gencration..........:........................................................
5.2 PIoject Traffic Disuibution.............................................................
5.3 Intersection Analysis.......................................................................
6.0 SITE ACCESS AND CRCULATION...........;.....................................
7.0
8.0
9.0
6.1 Impacts on School Pedestrian Access.............................................
6.2 Driveway Crossing of Railroad Spur..............................................
TRAFFIC SIGN~.............................................................................
CONQ..USIONS....................................................................................
RECOMMENDATIONS.......................................................................
APPENDICES
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TABLE OF FIGURES
Page
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FJ;GURE 1 - VICINITY MAP...........................................................................
FIGURE 2 . SI'I"E MAP.....................................................................................
FIGURE 3 . EXISTING TRAFFIC VOLUldES...............................................
FIGURE 4 - BACKGROUND TRAFFIC VOLUldES.....................................
FIGURE 5 - PROJECT DISTRIBUTION.........................................................
FIGURE 6 - PROJECT TRAFFIC VOLUl\ES................................................
FIGURE 7 - EXISTING PLUS PROJECT TRAFFIC VOLUldES..................
FIGURE 8 - TOTAL TRAFFIC VOLUldES....................................................
LIST OF TABLES
Page
TABLE 1 - EXISTING INTERSECTION CAPACITY UTILIZATION
AND I..EVEl.S OF SER.'VICE................................................................... 5
TABLE 2 . BACKGROUND TRAFFIC INTERSECTION CAPACITY
U1ILIZATION AND LEVEl.S OF SERVICE......................................... 7
TABLE 3 - TRIP GENERATION TABULATION.......................................... 10
TABLE 4 - EXISTING PLUS PROJECT VOLUMES CAPACITY
U1ILIZA TION AND LEVEl.S OF SERVICE......................................... 15
TABLE 5 . EXISTING PLUS BACKGROUND PLUS PROJECT
. CAPACITY UTILIZATION AND LEVEl.S OF SERVICE.................... 15
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LO INTRODUCI'ION
This traffic study was conducted in order to determine the impacts of a proposed
retaillcoIJUDerCial development in the City of San Bernardino. The site is located in the
northeast quadrant of the intersection of Inland Center Drive and South "I" Street. Figure I
shows the general vicinity of the project site. The proposed development will provide a total
of'appronmlltely 19,500 gross square feet (OSF) of commercial area. The site is proposed to
contain a convenience market with gasoline pumps. a car wash and auto related retail space.
The site map is included as Figure 2.
On-site parking will be provided to meet City code requirements with access from Inland
Center Drive and from South "I" Sttcet.
The site is currcndy undeveloped. Site development will be to City standards. The site plan
is currently under review by City staff including a number of site adjustments and
modifications which have been proposed by City staff.
2.0 METHODOLOGY
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Discussions with the City Traffic Engineering staff resulted in the required scope of the
study. The primary concerns expressed by the City staff related to impact on the adjacent
intcrscction; site access and circulation; impacts on safety of school pedestrian routes and the
rail spur crossing. The City has also required that a traffic signal wmant study be completed
for the adjacent study intersection.
'"
Manual turning movement and directional machine counts were conducted by the consultant
in onIcr to quantify the existing conditions. The directional mll"h;ne counts were utilized for
the traffic signal warrant study. Traffic signal warrants are those which have been
established by the State of California (Caltrans).
The intersection capacity at the intersection of Inland Center Drive and South "I" Street was
evaluated utilizing 1985 Highway Capacity Manual methodology. The capacity evaluation
was conducted for existing, existing plus project. background and background plus project
traffic conditions.
3.0 EXISTING CONDmONS
The existing conditions around the project sites have been identified in onIcr to provide a
conditions base and a point of reference for analysis of the impact of the development. The
existing conditions include the current peak hour and 24-hour traffic volumes at the
intcrscction of In1and Center Drive and South "I" SttccL The existing conditions also include
the existing roadway geometrics and traffic controls for the adjacent public streets.
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Inland Center Drive within the project area is a 40':!: to SO':!: wide fom-lane roadway which
runs from southwest to northeast. InJalltj Center Drive begins in the City of San Bernardino
at the intersection of Inland Center Drive, South "E" Street and Mill Street and extends
southwesterly past the project site into the City of Colton. At the Colton city limits, the
roadway becomes Colton Avenue which terminates at 10th Street in the City of Colton. A
Southern Pacific Transportation Company railroad spur parallels the roadway along the
northwest side from Mill Street southwesterly past the project site. Inland Center Drive
aCcesses the 1-215 freeway immediately to the east of the site with full access ramps provided
for north and southbound freeway traffic. The only marked pedeStrian crossing in the project
area is at the South "I" Street intersection adjacent to the site. The sigT'IIU7.ed intersection at
the southbound 1-215 ramp does not provide for any pedestrian crossings of Inland Center
Drive.
South "I" Street is a SO':!: wide north-south roadway which provides two lanes oftrave1 in
each direction in the project area and terminates at Inland Center Drive. "I" Street continues
north from Inland Center Drive to a short distance north of Third Street. At that point the
roadway forms the southbound off-ramp from the 1-215 Freeway. The roadway is
discontinuous at that point until it picks up again at 13th Street. From that point north, "I"
Street consists of fairly short segments which are broken up by major roadways and other
freeway crossings. The intersection of South "I" Street and Tn111M Center Drive is controlled
by Stop signs with South ''I'' Street stopping for In1and Center Drive. !
Hillcrest A venue is a 20':!: wide, two-lane, local collector roadway which extends westerlj
from the intersection of Inland Center Drive at South "I" Street to "K" Street. Hillcrest
Avenue is parallel and immediately adjacent to the railroad spur and separated from Inland
Center Drive by the railroad right-of-way. Hillcrest Avenue acts as a collector to provide
access to Inland Center Drive for the residential area to the north. The roadway is Stop-
controlled at its intersection with South "I" Street. Its proximity to the Inland Center
Drive/South "I" Street intersection effectively makes it a part of that intersection.
Scenic Drive is a local roadway which extends from Inland Center Drive opposite the project
site southward to serve a small residential area west of the freeway. The roadway provides
for two lanes and parking on both sides with no pavement markings or centerline. No
pedeStrian crossings are marked across Inland ~nter Drive. Scenic Drive is Stop-controlled
at Inland Center Drive.
~
1.115 Freeway provides regional north-south access to the site area. The 1-215 Freeway
extends from its intersection with the 1-15 Freeway north of San BemaIdino to its intersection
with the 1-15 Freeway in the Temecula area to the south. It also connects with the SR-30
Freeway (Crosstown Freeway) to provide access to northeast San Bernardino and the
mountain resort areas to the north. The intersections of the freeway ramps with Inland Center
Drive are controlled by fully actuated traffic signals with left-turD phasing and indications for
left-turDS onto the freeway.
! .
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3.1 Existing Traffic Volumes
o
Manual turning movement and twenty-four hour machine counts were conducted by the
consultant at the study interSeCtions. The manual tlm1ing movement counts were conducted
during the morning and afternoon peak traffic hours. The twenty-four hour machine counts
were taken to provide data for the traffic signal warrant study.
Figure 3 shows the existing traffic volumes at the adjacent study interSeCtion. Copies of the
traffic count snmmary sheets are included in the Appendix for reference purposes.
3.2 Intersection Analysis
The study intersections were evaluated under existing conditions using the 1985 Highway
Capacity Manual (HCM) methodology. Copies of the computer print-outs for the capacity
calculations are included in the Appendix. The existing Levels of Service will serve as the
base of comparison between existing and future (project) conditions. Further information on
the HCM methodology is provided in Appendix A for those not fAmmar with the process.
The results of the evaluation are shown in Table 1.
TAJIU I
EDSTING TRAFFIC VOWIIES
INTERSECTION CA/'AClTf U1'll.lZATlON AND UIVEU OF SBRVlCB
I
t
.;
"
:e
A.M. r/lAX BOUll
r.Jl.r/lAX BOUR
INTERSECTION
DBLAf
LD.s.
DBLAf
L.t1.s.
11IIMdc.."DriNO
s..-rSlrul_
HiIJt:ralA_.
3.6
A
4A
A
As shown in Table I, the intersection is operating at acceptable levels of service under
existing traffic conditions.
4.0 BACKGROUND TRAFFIC
4.1 Description
The background traffic results from the inclusion of one area related project and the addition
of a 5CJ& growth factor to the existing traffic volumes. The related project was specified by
City staff and consists of a 58 unit single family project south of lnl.Jld Center Drive. The
5
, .
~
o
o
:
:
SITE
j
t
..
..
H\\.\.CRESi
~ "ENUE
1-
....
'1~
J'~~
JFD
LEGEND
AM~EAK PM~
FIGURE 3
EXISTING TRAFFIC VOLUMES
6
o
o
project is expected to be accessed by existing Scenic Drive and a proposed additional access
to Inland Center Drive located to the west of South "I" Street. That access is currently
identified as "A" Street. Anticipated related project traffic volumes are based on data
provided as part of the traffic study which was completed for that projcct.
The background traffic projects the volumes expected to be on the roadway system by the
evaluation year 1993 without the addition of the project traffic. The growth factor accounts
for typical area growth within the project area. Large single developments within the general
area of the project would normally be considered separately from the area growth.
Figure 4 shows the background traffic volumes at the study interscction which would result
from the addition of the related project ttaffic and the 5% growth factor applied to the
existing traffic volumes.
4.2 Intersection Analysis
The study intersection was evaluated under background traffic conditions by the 1985 HCM
method. Table 2 shows the results of the intersection capacity evaluations.
!
.
TABU: 2
IlAQGROUND TRAFFIC VOUlllllS
INI'BIlSECT10N cqAcrn UI7LlZAJ1ON AND lZVIlLS OF SERVICE
A.M. PEAJ: BOUR
P.JI.PEAJ: BOUR
INTBllSECTION
DJU.ly
l.D.s.
DELAY
l.D..$.
loIII1td eet" Drive II
Sat. "[" SIrulIJlld
HilJaaI A_
3.8
A
40J
A
As shown in the table, with the application of the growth factor to the existing ttaffic
volumes, the intersection continues to operate at acceptable levels of service (Level of
Service D or better).
7
.~
o
o
:
:
SITE
t
.
.'
..
H\LLCRESi
,\ \'EtlUE
..,~
~~~
N 'Ii
JfD
LEGEND
AM ~EAK PM~
FIGURE ..
BACKGROUND TRAFFIC VOLUMES
8
o
o
5.0 PROJECT IMPACTS
5.1 Project Trip Generation
Traffic for this proposed development was generated using Trip GeMrtzlion, Third Edition
published by the Institute of Transportation Engineers and a special trip generation study
which was reported in the ITE Journal, which is also published by the Institute of
Transportation Engineers. Trip GenmItion is the compilation of extenSive studies conducted
and tabulated by the Institute indicating the the trip generating characteristics for specific
types of land uses, including those proposed on the stUdy site.
The factors upl;7ed for convenience markets in Trip GeMrtzlion were based on a limited
number of studies and did not include any consideration of the inclusion of gasoline pump
service. The special study referred to above ITE Joumtzlwas featured in the January,
1991,issue. The same subject was also treated in the July, 1987, issue. However, that Study
did not seem as applicable nor did it contain nearly as many study sites (five versus
eighteen). Also, missing in that study was any established rdationship between trip rates and
number of gasoline pumps. That same small number of studies (also five versus eighteen) is
one of the reasons for substituting the Joumtll data for that found in Trip GeMration, 4th.
Edition which is also published by the Institute of Transportation Engineers. Nor does Trip'!;
GeMrtllion provide any data to relate trips to number of gas pumps. Their data is strictly:
based on square footage of floor area. A review of previous studies and a comparison with:
the cited work indicates that the data utilized was more pertinent to our area and the type of
project proposed. The articles have been excerpted and are included in the Appendix for
reference purposes. The procedure and data was reviewed with City staff prior to uril;7J1rion
in onier to assure that the methodology was acceptable.
Some trip generation studies have also included surveys addressing pass-by traffic and
in1mlaltraffic. Studies conducted for pass-by traffic have suggested that a percentage of the
traffic generated by a proposed project will originate from the existing flow, therefore, the
project does not necessarily introduce all new traffic to the road netwolk.
Pass-by traffic varies relative to the specific land.uses -Under consideration. Some studies
have also varied; however, the ITE publication Trausportation and Land Development, by
Virgil G. Stover and Frank J. Koepke. has combined these studies to suggest uniform rates.
These rates range from 8% for hardware stores to 6()CJ, for shopping centers with gross lease
area less than 100,000 square feet. Service station and fast food restaurants also exhibit high
pass-by rates of S8% and 45%, respectively. The July, 1987 JOUT1IIJl reference indicates that
a pass-by rate of over 6()CJ, was found while Trip Generation indicates that a 4S% pass-by
rate was found in the limited number of sites (four) tested for pass-by rates. With the
preceding in mind, a conservative figure of 25% pass-by traffic was utilized for this stUdy.
Table 3 shows the trip genetation tabulation for the project site.
9
-
o
o
TAlIU 3
TRIP GENUATION TABVLA770N
UIwnu AM Pod; B_ PM Pod; B_
~V.. Slr.r V_ I. Old I. Old
C.......... MItz. 4100 GSF 3"0 146 146 lS3 lS3
wilIt,.._wlI6___
Ctlr W... SIIJJlI> 540 IS IS 12 12
AlllD RIUJud 19S3 36 IS IDS 109
RIlIIU
S.,.,., 6303 In 17f 210 274
R_ft>r
P-.byTripr (ZO'I>) lS76 49 44 68 69
1'''''' m7 148 132 zoz %OS
5.2 Project Traffic Distribution
i
Figure 5 presents the trip distribution based on existing traffic patterns, street networf,
systems, relationship to freeway access, land-use types and anticipated traffic demand
patterns for the proposed prOjecL The percentages shown reflect the primary desire lines
anticipated for the projecL The actual individual traffic assignments will vary somewhat
depending on driveway locations and ease of access to the desired direction of travel. The
proposed distribution of project traffic was reviewed with City staff prior to plocccding with
the actual calculations.
The project traffic volumes were distributed to the street system according to the project
disuibution patternS. Figure 6 shows the project volumes distributed to the adjacent roadway
system. Figure 7 shows the existing plus project volumes on the adjacent street network.
Figure 8 shows those same project volumes added to the background (existing plus growth)
traffic.
5.3 Intersection Analysis
..
The intersections were then evaluated under background plus project traffic conditions.
Table 4 shows the results of the addition of the project traffic to the existing traffic volumes.
Table 5 shows the results of the addition of the project traffic to the background traffic
conditions.
10
-
.4 ..
-
o
o
:
:
~
o
..
SITE
t
r\\LLCRES1
/t.VEtlUE
/~'f ~
~ J'~~
NOT TO SCALE
JFD
LEGEND
xxx ('NY)
EHl'ERING EX/TlNG
FIGURE &
PROJECT DISTRIBUTION
1 1
-
_ l$I
_ 1
z
El
a
CII
o
o
~
.
.
H\\..\..CRESl
~VENUE
-f~
~<'~
NOT TO SCALE
JFD
LEGEND
~~ PM~
FIGURE 8
PROJECT TRAFFIC VOLUMES
12
, . z
~
d
HILLCRESi
J\:v El'l U E
o
o
:
:
SITE
..'
-1~
. ~<' ~
NOT TO SCALE
JFD
LEGEND
xxx (YYY)
~ PEAK PM PEAK
FIGURE 7
EXISTING PLUS PROJECT
TRAFFIC VOLUMES
13
z
51
o
o
~
:
:
~;
SITE
i!
::-
t\\LLCRESl
~VENUE
..,~
V'<- ~
jiB
LEGEND
AN ~EAI( P"~
FIGURE 8
TOT AL TRAFFIC VOLUMES
14
o
o
TAJJUU
EXISTING PWS PROJECT TRAFFIC VOWMES
INTERSEC7'10N CAPACITI' UTIUZATION AND U!VELS OF SERVICE
A.M. PEA/{ HOUR
P./II.PEA/{ HOUR
INTERSECTION
DElAY
L.O,s,
DElAY
L.O,s.
lriIIIIIlc.-Driw4P
s.. 'T' S,,", iIII/J
H_A_
3.4
A
4.2
A
TABU S
EXISTING PWS BAaGROVNI} PWS PROJECT TRAFFIC VOWMES
IN'l'ERSEC7'10N CAPACITI' UTIL1ZATION AND U!VELS OF SERVICE
A.M. PEA/{ HOUR
P./II.P~ HOUR
;!
;
INTERSEC7'ION
DElAY
L.O,s,
DBl.tY
L.O,s.
lri11111lc.-Driw@
s.. .r SIrNI iIII/J
H_A_
3.7
A
4.2
A
With the addition of the project traffic to existing and background traffic the intersection is
projected to continue at acceptable (Level of Service D or better) levels of service.
6.0 SITE ACCESS AND CIRCULATION
Site access is provided by standard commercial driveway approaches from Inland Center
Drive and South "I" Street. The Inland Center Drive access requires the crossing of the
Southern Pacific spur line. Encroachment Permits will be required from Southern Pacific
Transportation Company to allow that crossing. The specific access location is a result of
negotiations with City staff in order to provide the best location. The access proposed will
line up with the centerline of existing Scenic Drive on the south side of Inland Center Drive.
The driveway therefore becomes a part of a standard intersection and is more easily
controlled.
-
15
o
o
The access from South "I" Street has been reviewed by City staff and that review has resulted
in some adjustments to the initial site plans. Those adjustments have resulted in the
relocation of the driveway northward to provide a more acceptable separation distance
between the driveway and the intersection. The revision also takes into account any
anticipated queuing of entering vehicles. That queuing consideration is important in order to
m;n;m;7l'! conflicts between entry queues and on-street traffic flows.
Parking is provided on-site to meet the code requirements of the City of San Bernardino. The
on-site parking in the vicinity of the Inland Center Drive access (opposite Scenic Drive) has
been revised somewhat from the initial proposed site layout to allow for reduced conflict
between entering traffic" and parking maneuvers.
6.1 Impacts on School Pedestrian Access
The impact of the proposed site development on school pedestrian routes has been reviewed
as a part of this study. As a part of that review, the Urbita p.1ementary School was contacted
to determine the area of influence of the school which is located to the north on "1" Street
between Grant A venue and Hazel Avenue. The students passing the site would primarily ~
those living in the subdivision served by Scenic Drive. A yellow school pedestrian crossw~
is located at the intersection of Inland Center Drive and South "I" Street The crosswalk
location would indicate that the intended crossing location for students living on the south
side of Inland Center Drive is across the west leg of the Inland Center DrivelSouth "I" Street
intersection. However, the school principal indicates that no "safer route to school" route has
been identified. Therefore, it must be assumed that at least some of the students may cross at
the Scenic Drive intersection and thus traverse along the project frontage or across the site.
The only other school in the ;mmediate area is located west of the site in the City of Colton.
Since that school is located in a different jurisdiction and does not generate school traffic in
the site area, it was not considered a part of the concerns of this study.
The primaIy site impacts which would affect the school age pedestrian would be those which
involve the provision of a safe and visible walking area. The site development has been
reviewed to assure that sidewalks along the site frontage will not only provide for
pedestrians, but would do so safely. School pedestrian safety would include provisions for
adequate visibility at driveway intersections with the public streets. Particular attention will
be directed toWard those landscape and structmal features which would conceal a small child
from the driver's view.
The same review of site features should extend into the site proper since some children may
choose to cut through the site. Additionally, the site developer and subsequent management
should work with the school to discourage site crossings as much as possible due to the
potential hazards of small children crossing an auto oriented site.
16
-
-
.b..
o
6.2 Driveway Crossing of Railroad Spur
The developer will be required to obtain an encroachment permit from the Southern Pacific
Transponation Company to allow the construction of the Inland Center Drive access across.
the railroad right-of-way. The crossing would be similar to that utilized to serve the Levitz
Furniture site on Inland Center Drive to the northeast of the freeway. The primary concern
will probably be the obtaining of the necessary permits since the frequency of train trips on
this spur is very low and sbould not create a particular hazard. The one design feature of the
railroad crossing which should be included is the assurance of good visibility in both
directions along the railroad right-of-way: Appropriate signing of the crossing will be
required in order to advise that the spur is active and caution is required. The signing and
pavement marking plan will be subject to the requirements of both the City of San
Bernardino and Southern Pacific Transportation Company. City staff has indicated that there
has been some discussion of the abandonment of the spur. In that case, the safety
requirements stated above would no longer be a concern.
(:)
7.0 TRAFFlC SIGNALS
The intersection of Inland Center Drive and South "I" Street has been evaluated for
satisfaction of standard traffic signal wmants. The wmants utilized an: those established bi
Caltrans and accepted by the City of San Bernardino.
Under both the existing and projected background traffic conditions, both the Minimum
Vehicular Volume Warrant and the Interruption of Traffic Warrant arc already met. The
addition of proposed project traffic volumes is cxpcctcd to increase the justification for traffic
signals at the intersection. The traffic signal warrant worksheets arc included in the
Appendix.
8.0 CONCLUSIONS
The development of the proposed project will result in a cumulative impact on the adjacent
street network. However, the cumulative traffic impacts at the study intersection result in
acceptable levels of service (Level of Service D, or better). In fact, the traffic projections
result in projected levels of service JP.fI'lA;n;'lg at "A".
Typical off-site improvements for the project will be required as a part of the plot approval
process. Those improvements should include curb, gutter and sidewalk modifications and
improvements to meet the site requirements. The primary Inland Center Drive access sbould
be full COlDwC1Gdl width with its centerline aligned with the centerline of Scenic Drive.
17
-
-
o 0
The Inland Center Drive driveways will cross the Southern Pacific Transponation Company
tracks and right-of-way. An encroachJ;Dent permit will be required from the railroad.
Standard crossing signs will be required in order to advise of the crossing and the need to not
stop on the tracks. The Inland Center Drive frontage of the site will need to have design .
restrictions to avoid sight obstructions along the railroad spur in both directions.
Traffic signal warrants are met under existing conditions without the addition of project
traffic and therefore should already be under consideration for the installation of traffic
signals. The addition of background traffic volumes and project volumes adds to the
satisfaction of wmants rather than creating that condition.
9.0 RECOMMENDATIONS
The following improvements are recommended as a result of this study:
o The principal Inland Center Drive access should be a commercial driveway with
its centerline aligned with the centerline of Scenic Drive.
o If the railroad right-of-way allows for sufficient right-of-way width along Inland
Center Drive, the off-site improvements should include a westbound right-turri'
lane to serve the westbound traffic entering the driveway from Inland Center:
Drive.
o In1and Center Drive will be re-striped to provide a through lane in each direction
to match the number of through lanes existing from the South "I" Street
intersection, west. A two-way left-turn lane will be provided between South "I"
Street and approximately Scenic Drive. Design details and striping plan
requirements will be determined in discussions with City staff. If railroad right-
of-way allows for sufficient width, a westbound right-turn lane will be provided
at the "I" Street intersection.
o Sidewalks shall be provided along both frontages of the site and shall show
specific consideration for school pedestrian safety. Such considerations shall
include specific attention to vehicu1ar/pedcstrian visibility at all driveways.
o
A joint effort between the developer and Urbita F.leme'ltary School to discourage
use of the site as a school access route due to the auto oriented nature of the
development
~
o An encroachment permit will be required from the Southern Pacific
Transponation company for the proposed Inland Center Drive access. Driveway
design, signing and marking will meet the requirements of the railroad company
in addition to any required by the City on Inland Center Drive.
18
o 0
o It is expected that the City will require contribution by the developer towards the
installation of traffic signals at the intersection of Inland Center Drive and South
"I" Street. The percentage of participation should be negotiated between the
developer and the City.
~
~
.
.
19
o
,
,
1-
4a:. .b.
o
~
APPENDIX
.
o
o
APPENDIX A
INTERSECTION CAPACITY EVALUATION INFORMATION
AND
COMPUI'ER PRINT-OUTS
.~
J.
J.L. ~
~
-
o
()
***********************************"'*****"'************"'**"''''***
... ...
'" PROJECT NAME: NICK TAVAGLIONE CONSTRUCTION +.
* *
'" JOB NUMBER: 9112412 ...
'"
...
+.
ANALYST:
RJL
...
...
*
* DATE: APRIL, 1991 ...
+. *
**************************************************************
+-------------------------------------------------------------------*
YEAR OF COUNTS: 1991
PROJECTED YEAR: 1993
ANNUAL GROWTH RATE: 5.00%
COMPOUNDED GROWTH: 10.3%
BACKGROUND PROJECTION
AND
TRIP GENERATION DATA
*-------------------------------------------------------------------*
LAND USE 1
TRIPS
RELATED' PROJ.
58 D.U.
RELATED PROJ.
TRIPS 2
RELATED PF:OJ.
TRIPS 3
AM
PM
AM
PM
AM
PM
AM
PM
ENTER:
EXIT:
197
176
270
274
21
37
--
';;'1
o
o
o
l1!
lZl
l1!
l1!
o
21
0%
0%
0%
INTERNAL:
PASSBY:
0"1-
25%
0%
0%
"'.,
""..
,
\.
\.'.
*-------------------------------------------------------------------*
-,
o
o
GENERATED TRAFFIC ADJUSTMENTS
-----------------------------
*-------------------------------------------------------------------*
LAND USE 1 RELATED "'F:OJ. RELATED PF:OJ. RELATED F'F:OJ.:
TRIPS TRIPS 1 TRIPS 2 TRIPS ~
AM
PM
AM
PM
AM
PM
AM
F-M
ENTER: 148 2~3 21 37 0 121 121 121
EXIT: 132 21216 37 21 0 121 121 121
+-------------------------------------------------------------------*
TOTAL TRAFFIC MINUS PASS-BY & INTERNAL TRIPS
*-------------------------------------------------------------------*
LAND USE 1 RELATED PROJ. RELATED PROJ. RELATED PROJ. :
TRIPS TRIPS 1 TRIPS 2 TRIPS 3
!
AM
PM
AM
PM
AM
PM
AM
PM
ENTER:
EXIT:
121
121
o
o
o
121
121
121
121
121
121
o
121
iZJ
121
121
*-------------------------------------------------------------------*
I NTEF:NAL TR I PS
+-------------------------------------------------------------------*
LAND USE 1 RELATED PROJ. RELATED PROJ. RELATED PROJ. :
TRIPS TRIPS 1 TRIPS 2 TRIPS 3
AM
PM
AM
PM
AM
PM
AM
PM
ENTER:
EXIT:
49
44
68
69
121
121
121
l2l
121
121
121
11I
121
11I
121
121
*-------------~-----------------------------------------------------*
PASS-BY TRIPS
- - .Jlh . ~
--------------------------------------~--------------------I I-----------------~-----------------------------------------
.. ..
: INTERSECTION: INLAND CENTER DRIVE ~ S H 'I' STREET : : EIIST .+PROJ. BACK&R. +PRO~.
1---------------------------------------------------------------1 All P" All P"
A H LAND USE 1 RElATED PRO~. RElATED PROJ. RElATED PROJ. I---------------------------------------------------~-
P 0 DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTIDN : PERCENT PROJECT IMPACT: 8.81 8.91 7.BI 7.9%
P V : PERCENT PROJECT INCREASE: 9.7% 9.81 B.n B.6I
R E E E E E 1--------------------------------------------------------_.
D M N E . E N E N E EXlsTlNS PRDJECT BACKSRDUND TDTAL
A E T I T I T I T I TRAFFIC TRAFFIC TRAFFIC TRAFFIC
C N E I E I E I E I
H T R T R T R T R T AH PH AH Pn All PH All PH
N8 L II II II II II n ex 81 I I , I I I I I
T II 81 II 81 II aI B% II I e I . I I I I
R II II II II II II It 8% I I I I I I I I
5B L II 181 II 81 II 81 II II 73 186 13 21 81 117 94 m
T II II 81 II II II II II I I I I I I I I
R II 51 II II n II II n 21 51 7 II 22 55 29 65
EB L 51 II II II II 81 II n 25 41 . II 2B 45 35 55
I
T In II 51 51% II 8% II II 222 271 15 21 265 311 279 331
R II 81 81 II II 1% II II I I I . I I I I
MB L II II II n II n II II I I I I I . or I I
T n 181 51% 5% II n II n 211 342 13 21 233 397 ? 246 418
,.
R III II II II II II II II 182 237 15 21 211 261 " 215 282
SUH 251 251 56I 561 II 1% II II 722 1146 71 182 B28 1186 . 898 12B9
1----------------------- ----------1 1------------------ --------.
: INTERSECTION: INLAND CENTER DRIVE ~ 'A' STREET EIIST . +PRDJ. BACK6R. +PROJ .
.---------------------- -------------------1 --All PH All PN
A N LAND USE 1 RElATED PROJ. RELATED PROJ. RElATED PROJ. .------------------------------------------------------------1
P 0 DISTRIBUTION DISTRIBUTION DISTRI8UTlON DISTRiBUTION : PERCENT PROJECT IHPACT: 5.9% 7.31 5.11 6.31
P V : PERCENT PRO~ECT INCREASE: 6.3% 7.8% 5.41 6.7%
R E E E E E 1-----------------------------------------------.
D N N E N E N E N E ElIST1NS PROJECT 8ACK6RDUND TOTAL
A E T I T I T I T I TRAFFIC TRAFFIC TRAFFIC TRAFFIC
C N E I E I E I E I
H T R T R T R T R T AN - . PN AH PH All PH AN PN
.--'>
~B L II 81 II 341 II n II n . I I I 13 7 13 i
T II II n II II II II II I I I I I I I I
R II II II 51% II II II II I . I I 19 11 19 11
~ 58 L II II II II II II II II I . I I I I I .
T II II II II II II II II I . I I . . . I
R II II n II II II II II I I I I I I I .
E8 L II II . II II II II II II I I I I I e I I
T 151 II II II II II II II 245 22. 22 3. 271 243 292 273
R II II m II II II II II I I I I 7 13 7 13
HB L II II 51% II II II II II I I I I 11 19 11 19
T II 151 II II II II II II 421 561 21 31 463 619 483 649
R n II II II II n II II I I I . I I I I
SUN 151 151 est 851 II II II II 665 781 42 61 782 911 824 m
-
HCM: SIGNALIZED
INt;LSECTION SUMMARV <:)
J. F. DAVIDSON ASSOCIATES. INC.
====__==_==_c=s_====___=__-=________________c===s____===_==-=-----===-=
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type. Other
Comment: EXISTING CONDITIONS
(N-S) SOUTH I STREET
File Name: INLIEAM.SIG
4-17-91 AM PEAK
===_==_=____===-====_==__==-__===-==__===-c__=====-==_==========--=---=
Eastbound
L T R
Westbound
L T R
Northbound
: L T R
Southbound
: L T R
---- --:----
--1----
No. Lanes
Volumes
Lane Width
RTOR Vols
> 1
25 222
12.0
2 <
200 182:
12.0
: 1
1
20
12.0
o
73
:12.0
o
0l
--------------------------
Si gnal Operations
Phase combination 1 2 3 4 5 6
EB Left * N8 Left
Thru * Thru
Right * Right
Peds * Peds
W8 Left * S8 Left *
Thru * Thru
Right * Right *
Peds * Peds *
N8 Right E8 Right
S8 Right .we Right *
Gr_n 40A lGreen 10A
Vellow/A-R 5 lVellcw/A-R 5
Lost Time 3.0 :Lost Time 3.0
Cycle Length: 60 sees Phase combination order: 4U- .5
7 8
1
.
-----------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat vIe g/e Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
--- ---- --- --- -- --
EB LT 1711 1198 0.27 0.70 2.2 A 2.2 A
W8 TR 3276 2293 0.21 0.70 2.1 A 2.1 A
S8 L 1472 294 0.28 0.20 15.6 C 15.0 8
R 1472 294 0.07 0.20 12.6 8
Intersection Delay - 3.6 (see/veh) Intersection LOS '" A
--------------------------------------------------------
HCM: SIGNALIZED
IN~SECTION SUMMARY <:>
J. F. DAVIDSON ASSOCIATES, INC.
___ __===_=====s==========-===----=====----=---====-~--==s============
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type: Other
Comment: EXISTING CONDITIONS
(N-S) SOUTH I STREET
File Name: INLIEPM.SIG
4-17-91 PM PEAK
--=-------===--===========-=======-==-===--==----==-=---==-=--=-------=
Eastbound Westbound Northbound: Southbound
L T R: L T R: L T R I L T R
--- ---- ----1--- --- --1-- --~--
No. Lan_ > 1 2 < . 1
.
Volumes 41 270 342 2371 , 111I6
,
Lane Width 12.0 12.0 :12.0
RTOR Vols 01 11I1
1
:50
12.0
o
--------------------
Signal Operations
Phase combination 1 2 3 4 5 6
EB Left * INB Left
Thru * . Thru
,
Right * . Right
,
Peds * . Peds
.
WB Left * SB Left *
Thru * Thru
Right * Right *
Peds * Peds *
NB Right EB Right
SB Right WB Right *
Gr_n 3BA Green 12A
Yellow/A-R 5 Yellow/A-R :5
Lost Time 3.0 Lost Time 3.0
Cycle Length: 60 secs Phase combinatlon order: 4U 4t5
7 8
t
~
t.
.
~
----------------------------------------------
Intersection Performance Summary
Lane Group: Adj Sat vlc glc Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
--- ----- --- -- --- ---
EB LT 1612 107:5 11I.34 11I.67 2.9 A 2.9. A
WB TR 3319 2213 0.2B 0.67 2.7 A 2.7 A
SB L 1472 343 0.3:5 0.23 14.9 B 13.9 B
R 1472 343 0.17 0.23 11.9 B
Intersection Delay = 4.4 (sec/veh) Intersection LOS = A
---------------------------------------------------
.
SI8NALIZED IN~RSECTION SUMMARY <:>
J. F. DAVIDSON ASSOCIATES, INC.
HCM:
==__==_c.a_=_=-=_===-==---==----=-=-=--~=----===-===--=--=-=---==s--8C=
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type: Other
Comment: EXISTIN8 + PROJECT CONDITIONS
(N-S) SOUTH I STREET
File Name: INLIEPAM.SI8
4-17-91 AM PEAK
=====_===__s=~=_=_-=_=________=_-=-=_========_=_====_=__====_====~
Eastbound
: L T R
Westbound
L T R
Northbound
: L T R
Southbound
: L T R
1--
---1---
--1---
No. Lanes
Volu_s
Lane Width
RTOR Vols
: 1 1
32 237
:12.0 12.0
1
213
12.0
1
197:
12.0:
01
: 1
86
:12.0
1
27
12. III
o
1/1
---------
-----
Signal Operations
Phase combination 1 2 3 4 5 6
EB Left * NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left * SB Left *
Thru * Thru
Right * Right * i
Peds * Peds *
NB Right IEB Right
SB Right :WB Right *
8reen 38A tBreen 12A
Yellow/A-R 5 IYellow/A-R 5
Lost Time 3.1/1 :Lost Time 3.0
Cycle Length: 61/1 secs Phase combination order: *1 *5
7 8
------------------------------------------
Intersection Performance Summary
Lane 8roup: Adj Sat vlc glc Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
---- ----- -- --- --
EB L 865 577 1/1.07 0.67 2.7 A 2.6 A
T 1782 1188 1/1.26 Ill. 67 2.6 A
we T 1782 118B 0.23 0.67 2.6 A 1.4 A
R 14B3 1335 0.19 0.9lZl lZl.2 A
SB L 1472 343 lZl.2B lZl.23 14.5 B 13.B e
R 1472 343 lZl.lZl9 lZl.23 11.6 e
Intersection Delay = 3.4 (sec/v.h) Intersection LOS = A
---------------------------------------------------
HCM:
SIGNALIZED IN~SECTION SUMMARY <:>
J. F. DAVIDSON ASSOCIATES, INC.
~=s===_=~_==_===========____s==__====s==----===-~===-=-==_==____===a===
(N-S) SOUTH I STREET
File Name: INLIEPPM.SIG
4-17-91 PM PEAK
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Types Other
Comment: EXISTING + PROJECT CONDITIONS
=====__=__.c=-========_==_S=_==-=======--===--=========================
Eastbound Westbound Northbound: Southbound
L T R: L T R I L T R: L T R
---1---- ---1---- ---1----
No. Lanes 1 1 1 1 . . 1
. .
Volum.s 51 290 363 257: . 127
.
Lane Width 12.0 12.0 12.0 12.0: :12.0
RTOR Vols 0: 01
1
61ll
12. III
III
--------------------------------------
Signal Operations
Phase combination 1 2 3 4 5 6
EB Left * NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left * SB Left *
Thru * Thru
Right * Right *
Peds * Peds *
NB Right EB Right
SB Right .WB Right *
Green 37A I Green 13A
Yello",/A-R 5 :Yello",/A-R 5
Lost Time 3.0 lLost Time 3.0
Cycle Length: 60 sees Phase combination order: #1 #5
7 8
"
--------------------------------------------------------
I nters.ct 1 on Performance Summary
Lane Group: Adj Sat vie glc Approach:
Mvmts Cap Flo", Ratio Ratio Delay LOS Delay LOS
---- ---- ---- ----- ----- ----
EB L 680 442 0.14 0.65 3.1 A 3.0 A
T 1782 1158 0.29 0.65 3.0 A
WB T 1782 1158 0.34 0.65 3.1 A 1.9 A
R 1484 1336 0.21 0.90 0.2 A
SB L 1472 368 0.39 0.25 14.6 B 13.6 B
R 1472 368 0.18 0.25 11.5 B
Intersection Delay .. 4.2 (sec/veh) Intersection LOS .. A
--------------------------------------------------------------
-
HCI'I:
SIGNALIZED IN~SECTION SUMMARY <:)
J. F. DAVIDSON ASSOCIATES, INC.
_--=a_____====___=_==_______~---===-----------.-=---==----------==-----
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RolL
Area Type: Other
Comment: 8ACKGROUND CONDITIONS (1993)
(N-S) SOUTH I STREET
File Name: INLI8AM.SIG
4-17-91 AM PEAK
__==__==___-=______====___==__=======_=====m2____==-=-__=_-=-- ___-==-_
Phase combination 1
E8 Left
Thru
Right
Peds
W8 Left
Thru
Right
Peds
N8 Right
S8 Right
Green
Yellow/A-R
Lost Time
Cycle Length:
No. Lanes
Volu..es
Lane Width
RTOR Vols
Eastbound
L T R
Westbound
L T R
Northbound
I L T R
SClUthbound
: L T R
--- ----1-
-- ;---
> 1
28 26:5
12.0
2 <
233 2011
12.0
I 1
1
22
12.0
o
80
112.0
o
01
------------
*
*
*
*
*
*
*
*
Signal Operations
:2 :5 4 I
IN8 Left
Thru
Right
Peds
58 Left *
Thru
Right *
Peds *
E8 Right
W8 Right *
Green llA
IYellaw/A-R 5
ILost Time 3.0
Phase combination order: tt1--.5
"
~
5
6
7
8
39A
:5
3.0
60 secs
------------------------------------------------
Intersecti'on Performance Summary
Lane Group: Adj Sat vlc g/c Approach:
Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS
--- --- --- --- --- --
E8 LT 1724 1178 0.28 0.68 2.4 A 2.4 A-
W8 TR 3288 2247 0.21 0.68 2.3 A 2.3 A
58 L 1472 319 0.28 _ ~.22 15.0 C 14.4 8
R 1472 319 0.08 - 0.22 12.1 8
Intersection Delay .. 3.8 (sec/veh) Intersection LOS .. A
--------------------------------------------------
HC/'I:
SIGNALIZED INQRSECTION SUMMARY 0
J. F. DAVIDSON ASSOCIATES, INC.
_=:s~a_=__=_==___==_=_==-___~==-=_.S_===-==--==--=---==-=-==-__c=___~
(N-S) SOUTH I STREET
File Name: INLI8PM.SIG
4-17-91 PM PEAK
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type: Other
Cemment: BACKGROUND CONDITIONS (1993)
-======-=-----=---====--=-------==--===========-=-=---===-===---=--- --
___ ____ ----1---- ---- ----1----
Eastbeund
L T R
Westbeund
I L T R
Nerthbeund
: L T R
Seuthbeund
: L T R
--: ---
Ne. Lanes
Velumes
Lane Width
RTOR Vels
> 1
45 310
12.0
2 <
397 261 :
12.0
I 1
1 117
112.0
1
s:5
12. III
o
01
0:
------
-----------------
Si gnal Operatiens
Phase combinatien 1 2 3 4 , 5 6
,
E8 Left * :NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left * S8 Left *
Thru * Thru
Right * Right *
Peds * Peds *
NB Right E8 Right
S8 Right W8 Right *
Gr_n 38A Green 12A
Yellcw/A-R 5 Yellew/A-R 5
Lest Time 3.0 Lest Time 3.lZl
Cycle Length: 60 sees Pha.e cembinatlen erder: 4U *5
7 B
~
,.
,
------------------------------------------------
Inter.ectien Perfermance Summary
Lane Greup: Adj Sat vie glc Appreach:
Mvmts Cap Flow Ratie Ratie Delay LOS Delay LOS
---- --- -- --- --
EB LT 1560 104111 0.38 0.67 3.0 A 3.0 A
W8 TR 3325 2217 0.33 Ill. 67 2.8 A 2.8 A
S8 L 1472 343 0.38 0.23 15.0 C 14.1lI 8
R 1472 343 Ill. 18 0.23 11.9 B
Intersection Delay .. 4.5 (sec/veh) Intersectien LOS ... A
-----------------------------------
..- ------------
- .
HCI'I:
SIGNALIZED IN~SECTION SUMMARY <:>
J. F. DAVIDSON ASSOCIATES, INC.
~==_========-z==-===========~==___m==~====-___=_-=__a=_==-======-----=-
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type: Other
Comment: BACKGROUND + PROJECT
(N-S) SOUTH I STREET
File Name: INLIBPAM.5IG
4-17-91 AM PEAK
COND IT IONS
=-=_z==-==_=-==s========__==_======_============__==============-------
Eastbound Westbound Northbound Southbound
L T R I L T R I L T R I L T R
----:---- ----:-- --l---
No. Lanes 1 1 1 1 . 1
.
Volumes 35 279 246 2151 94
Lane Width 12.0 12.0 12.0 12.01 ; 12.m
RTOR Vols 01 01
1
29
12.0
o
---------------------------
Si gnal Operations
Phase combination 1 2 3 4 5 6
EB Le-ft * INB Le-ft
Thru * Thru
Right * Right
Peds * Peds
we Left * SB Left *
Thru * Thru
Right * Right *
Peds * Peds *
NB Right EB Right
SB Right WB Right *
Green 37A Green 13A
Yellow/A-R 5 Yellow/A-R 5
Lost Time 3.0 Last Time 3.0
Cycle Length: 60 sees Phase combinat1co order: 4U-- 4t5
7 8
f
<
;
.
------------------------------------------------
Lane Group:
Mvmts Cap
Inter..ction Performance
Adj Sat vIe glc
Flow Ratio Ratio
-- --
568 0.07 0.65
1158 0.27 0.65
1158 0.24 0.65
1336 0.18 0.90
368 0.28 0.25
368 0.09 0.25
3.7 (sec/veh)
Summary
Approach:
Delay LOS Delay LOS
--- ----
2.9 A 2.9. A
2.9 A
2.8 A 1.6 A
0.2 A
13.9 e 13.3 B
11.1 B
Intersection LOS .. A
EB L 874
T 1782
WB T 1782
R 1484
SB L 1472
R 1472
Intersection Delay ..
------------------------------------------------------------
.
-
_ J
~ L
Jib
HCM: SIGNALIZED
IN~SECTION SUMMARY <:>
J. F. DAVIDSON ASSOCIATES, INC.
. ,
=-===-~____s_==______=====_=________=__=____&=&=-_===________====___~=
Streets: (E-W) INLAND CENTER DRIVE
Analyst: RJL
Area Type: Other
Comment: BACKGROUND + PROJECT
(N-S) SOUTH I STREET
File Name: INLIBPPM.SIG
4-17-91 PM PEAK
CONDITIONS
==~====--___c____==__-===-====__======_=========__==__=========c_===sc
Eastbound
I L T R
Westbound
: L T R
Northbound
I L T R
Southbound
I L T R
:- ---1--- --- ----1---- ---: ---
No. Lanes , 1 1 1 1 . 1
. .
Volumes 55 331ll 418 282: . 137
.
Lane Width I 12. III 12. III 12. III 12.1ll1 : 12.B
RTOR Vols Ill: Ill:
1
65
12. III
III
----------------------------
Signal Operations
Phase combination 1 2 3 4 :5 6
EB Left * :NB Left
Thru * Thru
Right * Right
Peds * Peds
WB Left * :SB Left *
Thru * Thru
Right * Ri ght . *
Pe.js * Peds *
NB Right EB Right
SB Right WB Right *
Green 37A Green 13A
Yellow/A-R 5 Yellow/A-R :5
Lost Time 3. III Lost Time 3.1ll
Cycle Length: 61ll secs Phase combinatIon order: 4U-#:5
7 8
t
-------------------------------------------------
EB L
T
WB T
R
SB L
R
Intersection
547
1782
1782
1484
1472
1472
Delay
Intersecti'on Performance Summary
Adj Sat v/c g/c Approach:
Flow Ratio Ratio Delay LOS Delay LOS
--- -- -- --- ----
356 Ill. 17 Ill. 65 3.2 A 3.1 A
US8 Ill. 32 Ill. 65 3. III A
US8 1ll.41ll Ill. 65 3.3 A 2.1 A
1336 Ill. 23 1ll.91ll Ill. 3 A
368 Ill. 41 Ill. 25 14.7 B 13.7 B
368 1ll.21ll Ill. 25 11.5 B
. 4.2 (_c/veh) Intersection LOS = A
Lane
Mvmts
Group:
Cap
--------------------------------------------
-
--
c
- -
-
APPENDIX B
TRAFFIC COUNT DATA
?~
o
..
L
Site Code : 0'11Z418
'-1 srlm: I 1f\I'WJ CUrD DIll 0
. I~' srun: IlL crl DI n\.ILLClISr
llAno : sum
.OJ....tl by: PrilarJ
o
PAR: I
'ILl: smcu
--------------------------------------------------------------------------------------------------------------.--------.-.--------
D&1'I: 3/Zl/ll
PI1. PIIIOD lIlUSIS POI rll PIIIOD: I: 00 AI - 9: DO AI
DIlICfIOI nAlr
'101 PIlI 100
Pili n ........... 'OLDIES II......... ...." PDCaTS .......
PAcrol PIDI lie~t nru Left rot&! PIDS lieU r~n Left
-----------------------------------------------------------------------------------------------
lorU
lilt
SOIU
lilt
I:U AI
I:U AI
1:30 AI
I:'D AI
'orU
lilt
SOIU
Wut
f:U AI
[PEDS] 1
------------------*
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . .
21
. . . . . . . . . . . . . . . . . .
.. .
.. .
. . .
------------------
~
------------------*
[PEDS ]
~
'.12
D.18
'.11
D.U
D D Z4 68 92
D 114 18 ZDD m
I III Z2 3 zn
D D 18 1 19
IDtire IDterlectiol
1 0 ID 58 II
D 164 18 100 m
I III Z2 3 zn
3 D 15 . 15
D.l9
D.II
D.I&
D.U
I ST
......
,
.,. .
,
I . . .
I
.,. .
,
I...... II....
,
I........... .
I
I . . . . . . . . . . . .
:.. 186 ...
58 :............
o
20
78
HILLCREST
o
15
15
INL CTR DR w15
. . .
I
. . . . . . . . . . . . I
.. 220 ...:
I
. . . . . . . . . . . . .
,
. . . . . . . . . . . . .
I
. . . . . . . . . . . . .
,
.. ..
...: . INLAND CENTER DR IB
...: ------------------~-----
o
247
3 , 22
I
I
I
,
I
I
I
,
I
3
222
o Z& 14
U 5 51
.0 t 1
. 15 5
. 2& 14
U 5 51
to I 1
. 1m .
N
W-+-E
S t
~.
.
!-
o [PEDS ]
*------------------
164
------------------
382
18
------------------
200
. . .
.. .
. . . . . . . . . . . . . . . . . .
295
. . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
*------------------
2 [PEDS ]
lit. Cod. : .,11141.
I-I ITIIITI I IrIIJWD cam 0111
1-1 srulT: m CTI 01 O\IILLCUST
IUrall : CLam
o
vvual~ U.~!111.u
.ef....te b,: Prit&r,
JII.
o
UR: 1
'ILl: lII1eN
--.....----------------------------------------------.-----------------------------------------------------------........---------
11ft: SlU/Il
PIlI PIIIOO mLYSU POI TIE PIIIOO: I : 00 PI - 6: 00 P.
DIUC!IOI
nor
!TD!
PIlI 100
PUI II
PlCTOI
........... YOLDIS ..,........
PIDI lirbt Un L.ft !etal
...... PIICIITI ......t
PIDS IirU Un Left
--------------------------------------------------------------------------------.--------------
InU
lilt
"It.
..It
4:00 PI
5:00 PI
4:15 PI
5:00 P.
lofU
lilt
Io.U
,"t
5:00 PI
[PEDS] 2
------------------*
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . .
39
. . . . . . . . . . . . . . . . . .
, , ,
. .. ":" NL CTR '.
0.11
0.13
0.11
0.68
0.18
0.13
0.85
0.68
IS'!"
I I 55 101 158
3 lot II 341 m
I 30' 33 3 m
0 10 I 0 11
latir. I.t.n.ctio.
I 4 40 IT 141
3 20t II 341 m
3 no 31 , 311
0 10 1 0 11
:- ~,-. ~ .~-l=' ~ ZB
------------------------
HILLCREST
I
I . . . . . . . . . . . .
,
I . . . . . . . . . . . .
I
. . . . . . . . . . . . .
,
" ,
I
I . . . . . . . . . . . .
243
4
40
97
141
... -----------------------
------------------
~
------------------*
[PEDS ]
10
o
9
19
,
. . . .
,
... .
,
... .
1 35 64
31 5 51
II It 1
53 n I
3 28 It
31 5 51
IT 11 I
53 n 0
N
W-+-E
S t
..
*
i
".
" ,
3 [PEDS ]
*------------------
209
------------------
579
28
. ,
. . . . . . . . . . . . .
.. 392 ...:
I
. . . . . . . . . . . . I
,
. . . . . . . . . . . . I
I
. . . . . . . . . . . . I
,
. . . I
I
... .
...: ------------------~-----
o
------------------
342
------------------
, , ,
. ';.:,-,:. :.Es:r
INL CTR DR WB
, , ,
-----------------------
311
7 , 34
,
,
I
,
I
,
,
,
,
: 270
I
I
I
I
I
I
I.
I
S!.INLAND CENTER DR EB
, , ,
. . . . . . . . . . . . . . . . . .
,
376
. . . . . . . . . .
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
*------------------
3 [PEDS ]
ro'11241. : S" 111I110110 fILl: SIIIICIS
mm : I IrI.Olfl Of UWO CUfll JlIIllo 0
uslum.: NORTHBOUND V SOUTHBOUND om: 3/11/11
--....-.------------.-----.-..-------------------------_.._---.._.-----_.__._------------_._------~---.-.-----.----.-----.-...----
rI.1 ------- 1110 ---.... .....~. IIID ...---- ....- COIBIIID ..... DAJ: JIDIIO.J
IIllU .. PI .. PI .. PI
-------------------.-.-.---.------------------------------------------------------------------------------------------------------
12:00
12:15
12:30
12:45
1:10
1:15
1:30
1:45
2:11
Z:15
2:31
.. 2:45
3:"
3:15
3:30
3:45
4:'0
4:15
4:30
4:45
5:00
5:15
5:30
5:45
1:'0
1:15
1:30
1:45
7:0'
7:15
7:31
7:45
':00
':15
':31
':45
1:10
1:15
1:30
1:41
10:01
10:15
10:30
11:45
11:01
11:15
11:30
11:45
1
4
o
o 5
1
o
o
o 1
2
1
1
o 4
o
1
o
1 2
1
1
1
1 4
1
3
1
I 11
I
11
I
13 31
11
35
51
10 115
31
31
45
12 m
35
27
31
41 no
27
21
U
35 114
21
21
11
U 113
35
32
31
50
41
31
21
11
21
27
27
41
31
34
42
57
32
35
41
45
53
44
if
81
35
35
27
11
11
17
11
I
11
11
14
U
13
13
7
4
4
4
2
.
.
3
1
3
153
111
122
111
153
240
113
u
57
n
11
12
1
4
4
3
2
1
o
4
3
o
o
2
o
o
o
o
1
3
o
2
3
2
3
1
3
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12
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11
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U
21
11
22
n
25
21
18
U
44
11
34
50
32
40
31
55
/6
12
:2-
7
5
~
o
,8
,4-
I
4~
27
!07
Ii
lit
..
117
U5
159
141
iii 111
41
31
41
51 112
n
44
30
31 110
34
31
31
41 152
4t
30
30
3f UI
U
U
U
32 111
U
34
34
34 131
U
11
21
21 122
U
34
18
32 125
U
23
21
Sf IU
22
ZO
Ii
21 II
14
13
11
3 4t
3
3
1
2 I
2
.
4
3 17
3
1
o
4 .
5
1
1
2 I
o
1
o
1 2
2
4
1
3 11
4
5
4
7 20
I
14
21
2Z II
35
U
II
113 no
51
51
If
lit 311
10
48
15
12 Z55
n
44
70
15 no
11
It
If
II 2U
.1
70
14
100
..
75
51
if
11
II
5.
II
71
14
7Z
U m
.1
71
n
n
..
"
II
IZI
11
53
51
'41
II
51
41
4t
41
31
40
U
35
U
32
Ii
11
17
12
11
.
I
2
5
m
m
m
311,
.
..
m
235
111
111
125
51
21
----........-------...---.......---.......----....................................................................................
'GTill .41 1253
U yoml 1014
SPLIT I 55.' 41.'
PUI 10UI
YOLUlI
P.U.
7:30
m
0.15
5:00
240
0.70
115 1112
1017
'4.2 53.2
11:10
U5
o.n
11:31
111
...4
1581
4111
':15
m
0.13
zm
5:00
m
0.71
. ..l
.... ..-- . ........
IOtIIZ41. : S!. BIII!lDlJO . nLl: SBICml
"'"' . ; IIWD emu Dt\IOUTI or I C 0 .
Dlft: 1/ZI1tI
UD\IIfIl: EASTBOUND WESTBOUND
-.-..-----------------------------------------------------------------------------------------------.--------------------------.-.
rID ....... nlD ....... ....... ..10 ....... ..... COIBIIID ..... Dll: muDll
'BOIl 11 PI 11 PI 11 PI
--------------------------------------------------------------------------------------------------------------------~-----------
11:00 I .. . III II III
11:15 4 14 I 107 U UI
11:11 Z &I II 101 U III m1
11:45 I II II m 6 l4 105 U4 15 51 III
1:00 I TT 4 III I '101
1:15 Z II Z II 4 141
1:10 I II 6 14 U 110 ~
1:45 I 14 14 Z68 5 II II 311 I II US IS!
1:00 3 84 4 III I 114
2:15 I 14 3 18 4 m
1:30 I II 3 81 4 151 /'
~
2:45 4 I It m I II m US 5 It m m
I:" I n I III 4 114
3:15 5 It I m 6 Z11
1:11 I II 2 115 5 111 z.
3:45 3 U TT m 3 I In HI I U III 101
4:00 I t1 1 1U I lIS
4:15 I II 1 1U 10 UI
4:30 II 61 I 111 II 114
4:45 15 U 14 104 6 15 In 503 U 51 In mIl
5'~ 14 J 3 "~ 11 1tt
5:15 U II ~ '],D I 141 ? b \ II
5:ID II 51 U m. It m ."
5:45 . 45 111 50 no 11 II 14 ill 51 HI It III
6:00 14 51 14 It 41 111
6:15 51 31 U 1U n 141
6:30 II It n II II 101
6:45 II U2 35 150 41 105 IS m m m 111 m
1:00 U II U IS 14 101
1:15 U II II II 111 111
""1 12 34 l~ 51 "}~ II
1:45 54 III ~ 31 m 1~~ m 1t'lP 51 no 1t4 513 II m
1:00 II ~A 3Z 51 151 II
1:15 12 3Z II U 145 II
8:11 U I U III IUf &I
1:15 14 111 IS 111 us m if 100 III " no
1:00 15 II II if I4T 10
1:15 51 15 II 41 1U II
1:11 51 15 II n IU 12
1:45 II Z5l 14 II U 311 It 111 154 m u Z4I
ID:OO II II 14 11 us II
~ 10:15 II I II 11 141 II
ID:II U I 14 II Iff 10
11:45 II m I 31 IS 311 11 n In 5If If 101
11:" 10 I f3 II 153 II
11:15 15 I II II 144 II
11:30 n 5 II 11 150 m? 15
11:45 10 III 4 ZD liS m I 13 115 11 13
1- .....---......................----.---------------------------------------------------------.----------------------.-----------.-.
'"OrlLI 1145 1151 1155 31U noD U1I
, U TOTlloI 4004 ilOI IIU
~ SPLIT I 41.1' n.1 51.1 13.1
PllllOUt 11:10 1:45 1:11 5:11 1:10 1:15
fOLOI m m no 511 III 131
p.8.r. 0.15 0.1f 0.15 0.11 0.14 0.13
~
VOill1411 : SjM 88iNjiDlMO I,U.J.. UA'uUJl
.ram : IILLCUSf\IISf or I nun 0 0
14II\IlfJi: Dift: HUII1
----------------~-------------------------------------------------------.-------------------------.----------..-------------------
fIll fBUUDU -21 nuu-II UmDU -U Dub i..r.,.
BIGI. II PI II .PI II PI II PI
.---------------------------.-----------------------------------------------------------------------------------------------------
12:0' 1 . 1 I I I r .
12:15 1 . 1 I I I .
12:31 I 3 1 I I I 1 t. 3 I~
12:U 0 1 . I I I o . 2
1:00 1 3 1 I I I 1E -;;.
1:15 1 & 1 , , I
1:31 1 1 1 I I I 1 '::>. 1
1:15 1 . 1 I I , :J --+--
1:0' 0 1 0 I I ,
1:15 0 . . , , , o 0 .
1:31 0 11 0 , I I o 11 ~O
1:15 0 . 0 I I I o 4
3:0' 0 3 0 I , I 1)5 r-"-
3:15 4 1 4 I , I 1 ,,?
3:30 1 . 1 I , , 4
3:15 . 5 . , , , 5
4:'0 . 1 0 I , I T-'---
4:15 0 4 0 I I , i~--l- '
4:31 1 1 1 I , I
4:15 1 1 1 I I I
5:00 1 1 1 I , ,
5:15 1 . 1 , , , I} _ "
5:3' 1 1 1 , , , ~ ~:~
5:15 1 I 1 I I ,
&:00 1 3 1 , , I -f--- - .-
1:15 . 5 . , I , 4l \(, : \ \
1:3' 5 1 I , I I I 1
I:U I 2 5 , I I 5 2
1:0' 3 i 3 I , I }. 5
1:15 1 2 1 , , I 2. \'?
1:31 5 . I , I , 5 ;/ 4.
1:15 1 2 1 , , I 1 1
1:0' 1 . 1 I , , '} .
1:15 5 2 5 I , I 5 \A- 1 \~
1:3' 3 1 3 I I I 3 1
1:15 5 3 5 . I I I 3
':'0 3 ,- 3 , I , '} ,
':Ii Z I Z I I I : \1, ~ ?
':31 5 1 i I , I
':15 Z 2 2 I , , 22.
11:10 . 2 . I , , Ffb
11:15 I 1 I , I ,
1':30 f 0 . I , ,
11:15 i Z i , , I l} -:
11:10 . I I , I I
11:15 1 0 , , , I Z n 0
11:30 . 1 , I . I : \ :,- 1 '2r
11:45 1 1 I I . , 1
---..------------...-----.-------------....-----.....---------....--........-.....-------------------.----------------............
mAL' 110 151 211 II I If . , -2 110 151 1
1111011 1:01 2:30 7:00 I I , 1:00 1:30
toLIII 12. 25 12 I , I 12 Z5
p.l.r. O. ft 0.51 I.n , , , I.n 0.51
.
.....
I
,
I.
1"
.
-
o
o
APPENDIX C
TRAFFIC SIGNAL WARRANT WORKSHEETS
1
f
24
iJ
11
.u
JL
o
o
SISNAl MARRANT ANALYSIS
INTERSECTION: INLAND CEMTER DRIVE . 'I' STREET
EllSTIMS CONDITIONS
TRAFFIC VOlUIIES
--------
l--------I---------I---------:----------1---------;
, MORTH , SOUTH . . MESi , EAST ,
. . , , ,
, HOOR , BDUIlIl . BOIIllD , BOUND , BOUND ,
. . . . , ,
t----I----- ;------- :----:
: 24-1 8 16 1 34 : 18 :
1-2 . 12 : 17 : 14 t
2-3 8 5 : 111 9 :
3-.\ I 5 : 8 : 13 :
~-5 I 8 : 1- . 42 :
J .
5-6 I 14 ' 35 116 :
6-7 I ~3 185 232 : t
7-B I 117 363 211 :
.
8-9 I 112 418 261 ..
::
9-11 I 117 3IB 252 .
: 11-11 8 159 315 292
, 11-12 I 177 336 316
12-13 I 195 434 295
13-14 , I 181 , 369 26a
14-15 I 172 : 396 316
15-16 I . 155 : 471 331
16-17 . 167 : 513 314
17-18 I m: 561 221 ,
18-19 I 133: 348 151 :
19-21 I 148 : m: 129 :
21-21 i! 128 : 211 : III:
21-22 I 'ill 166 : 81 :
22-23 8 46: 72 : 36 :
23-24 . 11: 63 : 21 :
I------I---------l--------:----------~--------:
~
JJ
UiTERSECTlOll: INLAIlD CEIITElQYE . 'I' STREET 0
EIISTIN6 CONDITIONS
JOB 1IlIIl8EIl: 9Il241B PEOS PERIlOUR FOR B HOURS: I
BATE: 14123/91 SCHOOL CROSSING IYES/Nol: NO
B5TH PERCENTILE SPEED: 45 SYSTEM IYES/NOI: NO
POPIlI.AtlOII: 511,nl NUMBER OF ACCIDENTS: I
..... PEAK HOUR DELAY IYEH-HRI: I
NURBER OF LANES ON NAIN STREET: 2
NUIlBER OF LANES 011 MINOR STREET: 2 11---------:---------1---------:---------1---------:
" , INTER- : COKBI- : , PEAK .
" . , .
1--1--1---:----1 :-------:---1---11 YOLUME : RUPTlIlIl : NATION 1 4-l1l1ll : HlRIR ,
,
, MIN : PERCENT : PERCEIIl :: MINOR : PERCENT : PERCENT 11----...:----1 -1---: -'
, .
, STREET : OF OF " STREET : OF , OF :: NARRANT : MARRANT : NAP.RANT : NARRAIIT 1 MARRANT :
, .. .
, HOUR , YOLIJIIE : KARRANT I: NARRANTIl : : yoLUME :NARRANT I:NARRANTII:: I iI . VIII IX II
, , ,
:--I---t _t____::____:_____I___II____\____I___t___:__1
: 24-1 52 : 121: BX! J 16 m: 2n:: NO NO NO NO NO
1-2 31 : 71: 5"1. 12 m In:: NO NO NO NO . 10
...
2-3 21: 51: ~%l : 5 41: n" NO NO NO NO NO
"
3-4 21 : 51: 3"111 5 4%1 n" NO 10 NO NO 10
." "
4-5 57: 141: 91" B 61: 11111 NO NO NO NO NO
"
5-6 141 . 3411 22%1 : 14 I Ill: 21111 NO NO NO NO 10
6-7 337 Bll: 5311 I 43 : 311: 61%~ : NO NO NO IlO 10
7-8 563 1341: 8911 : 117 : 161: Imn NO NO NO NO 10
B-9 669 1591: lint: 112 : BIX: 1611:: NO YES YES NO 1 10
9-11 511 1361: 91%1 : 111: B41: unit NO : YES/llO . YES NO NO
II-II 597 1421: 951: I 159 1141: 22n" YES : YESINO YES NO NO
" ,.
~
: IH2 642 1531: 11211 : 117 1261: ~nt: YES YES YES YES" 10
: 12-13 729 1741: 1161: : 195 1391: 279%11 YES YES YES YES NO
: 13-14 637 1521: 1111: : ISI 1291: 2Sn:l Y"" YES YES YES 10
,~;)
: 14-15 712 1111: 1131: : 172 I23X: 2"'lll YES YES YES YES IlO
, 15-16 SI2 1911: 127%1 t 155 1111: 221111 v.... YES YES YES 10
,:'::1
16-11 817 1921: 12S1 :: 167 1 11911 23m:: YtS YES YES . YES NO
17-IS 7S1 IS61: 1241: : 167 t, 1191: 2391:: YES YES YES YES NO
1B-19 498 . 119%: 79111 133 1 95X: 19111: YESiNO NO NO NO NO
19-21 399 1 951: 6311 : 14B : 1161: 2111::' YESINO NO NO NO 10
21-21 311 : 741: 4911 : 12B : 91%1 1831: ~ NO NO NO NO NO
21-22 246 : 59%: 39111 91 1 651: 13111 : NO NO NO NO 10
22-23 lIB : 261: 1711 f 46 I 331: 66%1 : NO NO NO NO NO
I 23-24 B3 : 211: l~ln II: 81: 16m NO Nil NO NO NO
1--...--.------1
1-----: 1-----1-------1--1 :-----:--...---- 1------.----...1---1
SUlIIlARY:
IARRANTS
I REDUCED I
NARRANT
OBTAINEO?
- ---
I. NlllIlUN VOLlIIlE: YES
II. INTERUPTlON: YES
III. NINlftUN PEDESTRIAN: NO
IY. SCIIOOL CROSSIN6: NO
Y. PRD6. IlOYEIIENT: NO
YI. ACCIDENT UPER: IlO
VII. SYSTEIIS: IlO
VIII. COMBINATION: YES
IX. FOIll-HOUR: YES
X. PiAK HOUR DELAY: 10
XI. PEAK HOUR VOL.: 10
)=911
I OF HOURS I OF HOlliS
------- --
S 2
8 2
NIA NIA
NIA NIA
NIA NIA
NIA NIA
NIA NIA
II NIA
7 NIA
NIA NIA
I NIA
4-
o
-
o
SI6NAL MARRANT ANALYSIS
INTERSECTION: INLAND CEIlTER DRIVE. 'I' STREET
EIISTINS + PROJECT CONDITIONS
TRAFFIC YDL~ES
------
:--------:--------:--------~:----------:---------j
, NaRTH , SOUTH , MEST , EAST ,
, , , , ,
, HOUR , BOUIID , BOUIID , BDUND , BOUND ,
, , , , , ,
:----'----l--:---~---:
: 24-1 I : 16 : 34 : IB
1-2 I : 12 : 17 ' 14
2-3 I : 5 : 11 9
3-4 I : 5 : B 13
4-5 I : B : 15 42
5-6 I : 14 : 35 116
6-7 I : 43 : 115 232 t
7-B I : 122 : 383 215 .;
8-9 I 13B 442 2B7
9-11 I 143 353 278 .
: 11-11 I 215 366 33B
: 11-12 I 216 375 335
: 12-13 I 235 487 , m
: 13-14 I 214 415 312
14-15 I 2t4 . m 348
15-16 I 188 : 515 364-
16-17 I 215 : 553 342
17-18 I ' 214 : 611 257 .
18-19 I 172 I 411 189 :
19-21 I m: 319 158 :
, 21-21 I 147 : 225 129:
: 21"'22 I 116 : 186 95 :
: 22-23 I 52: 81 42 :
: 23-24 I 11: 63 21 :
1--------,---------1---------1----------1---------1
,
.
J
,
.
. .d1
w".;lAr._ n,.... ,.".._.w._
INTERSEtTlDll: INlAND CEIlTER AE l 'I' STREET 0
EXISTIN6 + PROJECT CONDITIONS
JOB NUMBER: 911241B PEDS PER IIOUR FOR 8 HDIIRS: I
DATE: 14/23191 SCHOOL CROSSIN6 (YES/NOI: NO
85TH PERCENTILE SPED: 45 SYSTEM IYES/NOI: NO
POPUlATlOII: 5H,"1 NUMBER OF ACCIDEIlTS: I
PEAK HOUR DELAY IYEH-IlRI: I
NUNBEI OF LANES 011 MIN STREET: 2
NUNlER OF LANES ON MINOR STREET: 2 : 1-----:------:------:-----1
" , INTER- : COMBI- : PEAl
" ,
:___1____:___:____11___1_____1___:; VOLUME : RUPTlDN : NATlOII : 4-1lDUR : HOUR
MAIN : PERCENT : PERCENT :: MINOR : PEJlCENT : PERCENT :: -------: ----: -l-----l--~
, SiREEi I OF OF " STREET : OF OF :: "ARRANT : "ARRANT : "ARRANT : MARRANT : NARRAIIT :
, "
HOUR , YllLUME : KARRANT I: KARRANTII: : YOlUME : "ARRAh' I: NARRANTI III I II YIII IX XI
,
,____j____i__;___ll____i____I___::_____1 1--1
24-1 52 : 12%.: 81: : 16 I III: 232.:: NO NO NO NO NO
1-2 31 : 71i SIll 12 : 911 In:: NO NO NO . NO NO
2-3 28 : 51: 3%: : 5 : 41: 7%11 NO 110 NO NO NO
3-4 21 : 51: 3%1 : 5 : 41: 7111 NO NO NO NO NO
4-5 51 141: 911 : B : 61: 11%11 NO NO NO NO NO
5-6 141 341: 22'11 14: 111: 211:: NO NO NO NO NO
...
6-7 337 881: 531: : 43 : 311: 61%1: NO NO NO NO 110
7-8 59B 1421: 95%: : 122 : 871: 17411 I NO : YES/NO YES NO lID
B-9 729 1m: 116%11 138 : 9'11: 1971:: YES/NO YES YES. YES ", lID
'-II 631 1511: 1111: : 143 : IB21: 2142,:: YES YES YES NO 1: lID
. It-II 714 1681: 1121: : 2B5 : 1461: 2m:: YES YES YES YES :;; 110
.
11-12 711 1m: 1131tl 216 : 1m: 294m YES YES YES YES NO
12-13 822 1961: 131111 235 : 1681: 3361:: YES YES YES YES YES
13-14 717 1711: 114111 214 : 1531: 316%:: YES YES YES YES NO
14-15 787 1871: 12511 t 284 : 1461: 2911:: y~;. YES YES YES NO
15-16 &79 2191: 1411:: 188 : 13m 2m:: YES YES _.: YES \ YES YES
16-17 895 2131: 14211 : 215 : 1461: 2m:: YES YES YES . , YES YES
.
17-18 867 21611 138111 214 :. 1461: 2911:: YES YES YES . VES YES
.
. 18-19 589 1411: 9311 : 172: 1231: 24611: YES : YES/NO YES NO NO
: 19-<1 467 . 1111: 74111 m: 1261: 25311 : YES NO NO NO NO
: 28-21 354 : 841: 56111 147 : 1851: 2111:: NO NO NO NO NO
: 21-22 281 : 671: 45111 116 1 761: 1511:: NO NO NO NO NO
: 22-23 123 : 291: 2111 : 52 : m: 74111 NO NO NO NO NO
: 23-24 83 : 2111 13111 II: 81: 161:: NO NO NO NO NO
;-----1-----:----:---; :------l----l-----; :-------:---...:-----1------:---:
SUMARY:
--- f REDUCED f
"ARRANT >'''1
WARRANTS OBTAINED? . OF HOURS . OF HOURS
----- ---- ...----- -------
I. MININUM YOlIlE: YES II I
II. INTERUPTlOIl: YES 18 .
.
III. MININUM PEDESTRIAN: NO NIA NIA
IY. SCHDOl CROSSlN6: NO N/A N/A
Y. PROB. 1lDYEIIENT: NO MIA N/A
YI. ACCIDENT EIPER: NO NIA NIA
YII. SYSTENS: NO N/A NIA
VIII. CONlINATlOIl: YES 12 NIA
IX. FOIlR-IlDUR: YES 9 N/A
1. PEAK HOUR DELAY: NO N/A NIA
11. PEAK HOUR VOl.: YES 4 NIA
-
o
o
SI6NAL IARRANT ANALYSIS
INTERSECTION: INLAND tENTER DRIVE' '" STREET
BACKSROUND CDNDITIONS
TRAfFIC VOLUIlES
-----------
: ---.. ~ -----: ------: ------- ~ -----:
NORTH , SOUTH , NEST ; EASi ,
, , ,
, HOUR , BOUNll , BOUND , BOUND , BOUND ,
, , , , , ,
:--' l--......:---l---l
: 24-1 I : 18 : 41 : ", !
.. ,
1-2 I : 13 : 28 : 16 I
2-3 I : 6 ' 13: 11:
3-4 I : 6 11 : 15 J
4-5 I : 9 171 47
5-0 I : 15 42 121
6-7 I : 47 125 265 t
N I : liB 421 241 .
B-9 I : 124 465 013 ;
~
9-11 129 361 2B8
: II-II , 175 345 331
: 11-12 195 381 347
: 12-13 215 : 488 334 .
: 13-14 199 : 410 315 :
: 14-15 191 : "6 : 358 :
: 15-16 171 : 528 : 373 '1
: 16-17 184 : 565 : 345 :
: 17-IB 184 I 631 : ~5 :
.. : 18-19 147 : 399 : IBI :
: 19-21 163 I 311 : 154 :
: 21-21 141 : 231 : 131 :
: 21-22 III : 191: 95 :
: 22-23 51 : 85 : 46 :
: 23-24 12 : 75 : 28 :
:-----,----,---1----1---:
~
~
-
. . INTERsECTION: INLAND CENTER Q . 'I' STREET O.
BAClC6RDUND CONDITIONS
JOB NUIlBER: 9112418 PEDS PER HOUR FOP. a HDlJRS: I
DATE: 14/23191 SCHOOL CROSSIN6 (YES/NOI: NO
85TH PERCENTILE SPEED: 45 SYSTEM IYES/NOI: NO
POPULATION: 511,111 NUM8ER OF ACCIDENTS: I
PEAK HOUR DELAY lVEH-HRI: I
NUHBER OF LANES ON HAIN STREET: 2
NUMBER OF LANES ON UNlIR STREET: 2 II---------I---------I---------!---------:---------I
" , INTER- : CONBI- : , PEAK .
" , . .
l--------l--~I--~I---------l!---------:---------:---------:l VOLUME : RUPTION : tlATlON : 4-HOIII : HOUR ,
,
MAIN : PERCENT : PERCENT : I HlNOR : PERCENT I PERCENT ll--.....-..!----:...-------l-...----I -'
,
, STREET t OF , OF " 3TREEi : OF OF :: NARRANT : HARRANT : NARRANT : HARRANT : HARRANT :
, . "
, H!lUil , VOLUME :HARRANT I:WARRANTII:: YOLUKE lHARRANT I :HARRANTII:: I II , VIII II II
. , ,
:---:--------;----1---11 l---l-----f 1----:--------1---1--1
: 24-1 62 : 1m 1111' 18 131: 26%11 NO NO NO NO NO
1-2 36 1 m 6" 13 n: 191: : NO NO NO NO NO
..
N 24 : 611 411 6 41: '11" NO NO NO NO NO
"
3-4 25 : 61: 41: 6 4" 911 I NO NO NO NO NO
..
4-5 64 I 151: 111: 9 61: 13%: : NO NO NO NO NO
5-6 162 : 391: 261: 15 m: 211: : NO NO NO NO NO
6-7 391 : '131: 621: 47 341: 67111 NO NO NO NO NO
7-ll 661 : 15711 1151: 118 841: 16'1: I NO YES YES NO NO
8-9 768 : 1831: 1221: 124 891l 177%:l NO YES YES YES .Il NO .'
9-11 649 15m 1831: 129 . 921: IB41:: YES/NO YES YES NO ~I NO
: II-II 676 lUX: 11711. 175 : 1251: 2511:: YES YES YES YES "t I NO
: 11-12 727 1731: 1151: : 195 : 1391: 2791:: YES YES YES YES ~: NO
: 12-13 822 19m 1311:: 215 : 1m: 317111 YES YES YES YES , YES
. .
: 13-14 i2I 17211 11m: 199 : 1m: 28m: v.' YES YES YES NO
.!:.:.
: 14-15 814 1911: 12811: 198 : 13611 271m \':'~ YES YES YES NO
'..
; 15-16 . 911 2151: 1431:: 171 : 122%: 2m:: YES YES _: YES YES NO
: 16-17 918 2m: 14411 : 184 : 1311: 2631:1 YES YES , YES YES YES
,
: 17-IS 886 . 2m: 1m:: 184 :! 1311: 2mn YES YES YES YES YES
: 18-19 579 1381: 921: I 147 : 11511 211111 yr- I YESINO YES NO NO
_0
: 19-21 464 11m 74111 163 : 1161: 233111 YES NO NO NO NO
: 21-21 36. 861: 57111 141: 1111: 2m:: NO NO NO NO NO
: 21-22 285 6811 45tll Inl m: 14nll NO NO NO NO NO
: 22-23 13I 311: 2111: 51 : 301: 7311 : NO NO NO NO NO
: 23-24 113 251: 16111 12 : ~11 In:: NO NO NO NO NO
:----:--------,------1--..--: l---i---.....;-----..: :______:_____..._:_____:______:____1
SUMARY:
--- I REDUCED I
WARRANT >=911
WARRANTS OBTAINED? I OF IIlIURS I OF HOlliS
~ ------ ---- --- ----
I. MINIMUM YOLUIIE: YES II I
II. INTERUPTION: YES II I
1.11. NINIIlUH PEDESTRIAN: NO NIA NIA
IV. SCHOOL CROSSIN6: NO NIA N/A
V. PRD6. HOVEIlEIIT: NO N/A NIA
VI. ACCIDENT EIPER: NO NIA N/A
VII. SYSTEMS: NO NIA N/A
VIII. COMBINATION: YES 12 NIA
II. FOUR-HDUR: YES 9 NIA
1. PEAK HOUR DELAY: NO NIA NIA
II. PEAK HOUR YOL.: YES 3 NIA
o
o
SI6NAl MARRANT ANALYSIS
INiERSEtTIOMI INLAIID CENTER ORIYE . '!' 5iF.EET
BACK&ROUND + PROJECT CONDITIONS
TRAFFIC YDLUlIES
1-- :------:---:-------: ------1
, NORTH , SOUTH : WEST , EAST ,
. . , ,
. HOUR . BOUllD . BOIIID . BOUND , SOUND .
. . . . . .
1__1___1_____:____..:
: 24-1 I 18 : 48 : ,., I
-- .
1-2 I 13: 21 : 1b J
2-3 I 6 : 13 : 11 '
3-4 I 6 : II : 15
4-5 I 9 : 17 : 47
H I 15 1 42 : 121
6-7 1 62 : 145 : 2BI 1
. 7-8 1 144 : 454 : 267
8-9 I 151 I SlIm : m ~
.
9-11 I 175 : 422 I 334 I .
r
11-11 1 , 2M; :\84 : 361 :
11-12 I : 235 : 4n : 3B7 :
12-13 1 : 249 : 534 : JoB :
IJ-!4 1 : 231 : 459 : 337:
. 14-15 1 : 223 : 491 : 391 :
15-16 I : 219 ' 578 : 411' :
16-17 I . 221 614 : J82 :
17-18 I 223 683 : 294 :
IB-19 1 m UB : 219 :
19-21 1 182 335 : 173:
21-21 1 156 251 : 145 :
21-22 I 116 199 : III :
22-23 1 51 85 : 46 :
23-24 I 12 75 : 28 I
1--------1---------,--------,----------;---------1
J
. .
INTERSECTION:
INLAND mYER QE t 'I' STREET
BACY.GRaUND + PROJECT CONDITIONS
JOB NU~ER: 911Z4!S
DATE: e~;~3m
e5in PERCE~TILE SPEED: ~S
PQPULATION: S8e,Ple
o
PEDS PER HJUR FOR e HOURS:
SeHGOL CROSSING iYES/NOl:
SVSTEr-: ~YEStN[\}:
e
NO
NO
N~~aE~ OF AC::L~Ta:
e
t
PEAr. HDUP. DE:..AY ;VEfoi-HF:):
Hur.BE~ OF LANES ON ~A!N STREET:
NU~ER OF LANES Uh ~INQ? SiP!:!:
"
---------.---------:---------.---------,---------:
;--------:--------- ---------;---------: ;--------- ----~----.---------
!NTER- i ~Qr!I- ~
VOLJ~E : Rup,lnK: NATION: ~-nO"R:
rEAr :
HOUR :
~h!K : ?:R:~~; ; ?:R::~;;; ~INO~
F:P.:ENT ; PERCEN:
. .
---------;---------;---------;--------- ---------~
H~~R
~!Q:..ur.; 'wARF.HN7
:. .A?;;rlt;;~: i .
::~E::T; ~ JF
~~~U~E ',A~~kK~ :;.~RHNT!: .
~4F.F;Ar.;T
.ARRANT : WARRANT i ~ARr.A~T : WARRANT
i~ YIl! IX Y.!
: : 11::':'1 ~ :~
----- _......---- -......------ .....----....- --------- --- -------- ------- --------;---------1---------'--------:
:~-1 ~: ,e... ~ 1e: ~ ~ :E ,-.' , 10:; : NO NO NO ~o NO
..... ~... !
~:; ..,: " 9:: i"'", NO NO NO NO NO
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:__...._..__~---------:--..----..-:---------l :---------i..-------..;---------~:---------:---------;---------\---------;---------;
S:';P11\ARYt
-..------ . REDUCED .
WARRANT }=91:
WARRANTS "mINEO' , Dr HOURS , OF ijOL~S
~ ---..---- -------- --------- ---------
I. ftlNiftUft VOLUlIE: YES 13
II. INTERUPTION: Y'. I' I
t. ..
HI. NINlllUft PEDESTRIAli: NO NIA NIA
IV. SCHOOL CROSSING: NO NIA NIA
V. PROG. IlDVEIlENi: NO NIA NIA
VI. ACCIDENT EXPER: NO NIA NIA
YII. SYSTEftS: NO NIA NIA
VIII. COKBlNATION: YES 13 NIA
II. FOiiF.-l!OUR: YES 12 NIA
I. PEAK HOUR DELAY: NO NIA NIA
XI. PEAK HOUR VOL.: YES 7 NIA
CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE
LOCATION
HEARING DATE
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AGENDA """"l
ITEM #
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AGENDA
ITEM #
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE
LOCATION
o
HEARING DATE
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PLM4i." PAGE 1 OF 1 1.a.lO)
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D. DETERMlNAnON
On the basis 01 this in.ial study.
GZ1 The proposed ptOject COULD NOT have a signHicant ellect on the environment and a NEGATIVE DECLARA.
TION will be prepared.
O The proposed project could have a signHicant ellect on the environment. dhough there will not be a signijicant
ellect in this case because the m~igation measures described above have been added to the ptOject. A
NEGATIVE DECLARATION will be prepared.
o The proposed project MAY have a algnHicant eIIect on the environment. and an ENVIRONMENTAl IMPACT
REPORT is required. '
ENVIRONMENTAl REVIEW COMMITTEE
CITY OF SAN BERNARDINO. CAliFORNIA
_"C.t Hwr~~r . IiM!/ifl~ I1....tAl<<
Name and Tille '
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Date: tf;"f,1
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01 .t~"c"l:.acnment .r
~n~Y OF SAN f6RNARDINO
-
re:MORANDUM
To SGT. E.L. TULL
From R. HARPS. CSR II
l~ect CONDITIONAL USE PERMIT #91-07
Date 08/06/91
Approved
Date
BRUNO SCHERRER
00 rn@rn~wrn ill)
AUG 1 5 1991
OWNER:
INVESTIGATION: CITY OF SAN BERNAAOINO
DEPARTMENT OF PLANNING &
I was assigned to investigate the Conditional Use ~~~mr~E~ff~07 submitted
for the northeast corner of Inland Center Drive and I Street. This de-
velopment is to construct a 24 hour self service gasoline station/mini
market with beer and wine sales, 24 hour five bay self serve car wash and
lease .building for auto related services.
The proposed site is located within reporting district SC317 which has
crime stats 19 percent above the average for reporting districts in San
Bernardino. Fifty-two percent of the Part II arrests for this district
were alcohol related. During the past 90 day stats, 33 percent of the
Part II arrests were alcohol related.
The proposed site is located wi thin ABC census tract 50. The census
tract has a population of 1,532 people. According to ABC records, there
are two on-sale licensed premises with two allowed within this census
tract. There are also five off-sale licensed premises with two allowed
within this census tract as well as one wholesale licensed premise.
The nearest on-sale licensed locations are The Skylark located 210' from
the proposed site and Tudy's Tavern located 6/10 mile from the proposed
site. The nearest off-sale licensed premise is the #1 Store located 119'
from the proposed site.
The nearest residences are approximately 81' across the street. The ad-
dresses for these residences are 864. 840. three new homes under con-.
struction. 818 and 812 S. I St'reet. The residence of 835 S. I Street is
directly north or property line to property line of the proposed site.
The nearest school is Urbita Elementary School located at 771 S. J
Street. which is approximately 81' across the street from the proposed
location. The Alice Burney School located at 1050 Olive. Colton. is ap-
proximately 5/10 mile from the proposed site. The Saint Prophez Elis
Greek Orthodox Church located at 1035 Inland Center Drive is approxi-
mately 2/10 mile from the proposed site. The Lytle Creek Park is ap-
proximately 9/10 mile from the proposed site.
COMMENTS FROM AREA RES I DENTS:
Diaz and I attempted contact with residents who live in
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CONDITIONAL USE PERMIT #91-07
PAGE 2
the area of the proposed site.
The results are as follows.
864 S. I Street. Mary Chapman
dalism in the area now. She
mini market in the area.
Leins said she thinks there is enough van-
does not think it is a good idea to have a
840 S. I Street. Lupe Aragon was not opposed to the project.
There were three houses currently under construction.
818 S. I Street. Richard Rivera is opposed to the convenience store. He
feels that it brings violence into the area as well as graffiti.
812 S. I Street. no answer.
802 S. I Street. no answer.
835 S. I Street. Efren Ramos was not opposed to the project.
This mini market development would fall under San Bernardino Municipal
Code 19.23 which regulates the construction and operation of convenience
stores. The spirit of this Municipal Code is to regulate convenience
stores with less than 5.000 square feet of retail space. According to
the plan submitted for the mini market. the retail space is approximately
3.100 square feet. This Municipal Code. under Section D. also says. "No
convenience store shall be located less then 1.000' from an existing or
previously approved convenience store or an existing elementary. junior
high or high school as measured from the nearest distance from one prop-
erty line to another."
As previously mentioned. there is an existing mini market located at 841
S. Inland Center Drive. The #1 Store. whose property line is located ap-
proximately 119' from the property line of the proposed site. Urbita
Elementary School's property line is approximately 81' from the property
line of the proposed site.
This proposed development of a mini market falls under the spirit of the
convenience store regulation of the San Bernardino Municipal Code. The
proposed site is located less than 1.000' from an existing mini market
and an existing elementary school. Due to these facts. the San Bernardino
Police Department recommends denial of this Conditional Use Permit #91-
07.
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June 27, 1991
To:
DET. SGT. Tull, Vice Detail, Police Department
From:
Mike Finn, Planning Department
RE:
Conditional Use Permit No. 91-07; To construct a 24
hour self-service gasoline station/ mini-market with
beer and wine sales, a 24 hour 5-bay self-serve car
wash and lease building for auto related services at
the northeast corner of Inland Center Drive and "I"
Street.
The above referenced project was reviewed by the Development
Review Committee (DRC) on June 20, 1991. At that meeting, the
applicant indicated intent to include beer and wine sales at the
mini-market. Attached is a copy of the plans for your
investigation, review, and comment.
As presently proposed, the mini-market is subject to MC-770, the
City's Ordinance governing construction and operation of
convenience stores. The reason that the proposal is subject to
the ordinance is that the application was submitted prior to June
3, 1991 and was also complete prior to that date (May 22, 1991).
The applicant intends to modify the plans, either increasing the
floor area of the mini-market over the 5,000 square feet or
attaching the mini-market to the lease building. Either would
exempt the proposed project from the applicability of the
ordinance.
As background, there is a school north of the site across "I"
Street, and another convenience store across Inland Center Drive.
Hence, the applicant's desire to revise/modify his plans so that
he is not subject to the thresholds of HC-770.
Please complete your review and report as soon as
Scheduling of the project for Planning Commission is
upon the receipt of your report. If you have any
please call me at X3331 or X5057 to leave a message.
possible.
dependent
questions,
Thank you for your cooperation.
AJIO;. Tth/4WWt-- ..2 7S--CS~-
~~
Associate Planner
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CITY OF SAN BERNARDINO PLANNING
AND BUILDING SERVICES DEPARTMENT
CASE PM 14067/CUP91-07
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AGENDA
ITEM #
LOCATION
4
HEARING DATE ~-1 7-91
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PLAN-1.'1 PAGE 1 OF 1 (4-10)
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Resolution No.
1
RESOLUTION OF THE CITY OF SAN BERNARDINO ADOPTING THE NEGATIVE
2 DECLARATION OF ENVIRONMENTAL IMPACT AND ADOPTING GENERAL PLAN
AMENDMENT NO. 90-09 TO THE GENERAL PLAN OF THE CITY OF SAN
3 BERNARDINO.
4 BE IT RESOLVED BY THE MAYOR AND THE COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO AS FOLLOWS:
5
6
7
SECTION 1.
Recitals
(a)
The General Plan for the City of San Bernardino was
adopted by the Mayor and Common Council by Resolution No. 89-159
8
on June 2, 1989.
9
(b)
General Plan Amendment No. 90-09 to the General Plan of
10 the City of San Bernardino was considered by the Planning commis-
11 sion on September 17, 1991, after a noticed public hearing, and
12
13
the Planning commission I s recommendation of approval has been
considered by the Mayor and Common Council.
14
(c) An Initial Study was prepared on July 30, 1990 and re-
15 viewed by the Environmental Review Committee and the Planning
16
Commission who both determined that General Plan Amendment No. 90-
17 09 would not have a significant effect on the environment and
18
therefore, recommended that a Negative Declaration be adopted.
19
20 public review period from August 16, 1990 through September 5, 1990
21
22
23
24
25
26
27
(d)
The proposed Negative Declaration received a 21 day
and all comments relative thereto have been reviewed by the
Planning commission and the Mayor and Common Council in compliance
with the California Environmental Quality Act (CEQA) and local
regulations.
IIII
IIII
IIII
28 IIII
1
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1 (e) The Mayor and Common Council held a noticed public
2 hearing and fully reviewed and considered proposed General Plan
3 Amendment No. 90-09 and the Planning Division Staff Report on
4 October 21, 1991-
5 (f) The adoption of General Plan Amendment No. 90-09 is
6 deemed in the interest of the orderly development of the City and
7 is consistent with the goals, objectives and policies of the
8 existing General Plan.
9 SECTION 2. Neaative Declaration
10 NOW, THEREFORE BE IT RESOLVED, FOUND AND DETERMINED by the
11 Mayor and Common Council that the proposed amendment to the General
12 Plan of the City of San Bernardino will have no significant effect
13 on the environment, and the Negative Declaration heretofore
14 prepared by the Environmental Review Committee as to the effect of
15 this proposed amendment is hereby ratified, affirmed and adopted.
16 SECTION 3. Findinas
17 BE IT FURTHER RESOLVED by the Mayor and Common Council of the
18 City of San Bernardino that:
19 A. The change of designation from IL, Industrial Light to CG-l;
20 commercial General on 2.077 acres located at the northeast
21 corner of Inland center Drive and "I" Street for the proposed
22 amendment will change the land use map only and is not in
23 conflict with the goals, objectives and policies of the
24 General Plan.
25 IIII
26 IIII
27 IIII
28 IIII
2
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1
2
3
4
5
6
7
8
B.
C.
D.
9
10
11
12 E.
13
14
15
16
17
18
19 A.
20
21
22
23
24
25
26
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The proposed amendment will not be detrimental to the public
interest, health, safety, convenience, or welfare of the City.
All public services are available to the study area. Any
development permissible under the CG-l, Commercial General
designation proposed by this amendment would not impact on
such services.
The proposed amendment is to redesignate 2.077 acres to CG-
1, Commercial General. The deletion of this acreage from the
IL, Industrial Light designation will have a minimal effect
on the balance of land uses within the City and no housing
stock will be affected.
The amendment site is physically suitable for the requested
land use designation. Anticipated future land uses have been
analyzed in the Initial study and it has been determined that
project specific mitigation measures will be sufficient to
eliminate any environmental impacts.
SECTION 4. Amendment
BE IT RESOLVED by the Mayor and Common Council that:
The Land Use Plan of the General Plan of the City of San
Bernardino is amended by changing approximately 2.077 acres
from IL, Industrial Light to CG-l, Commercial General. This
amendment is designated as General Plan Amendment No. 90-09
and its location is outlined on the maps entitled Attachment
A, and is more specifically described in the legal description
entitled Attachment B, copies of which are attached and
incorporated herein by reference.
3
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1 B. General Plan Amendment No. 90-09 shall be effective
2 immediately upon adoption of this resolution.
3 SECTION 5. MaD Notation
4 This resolution and the amendment affected by it shall be
5 noted on such appropriate General Plan maps as have been previously
6 adopted and approved by the Mayor and Common Council and which are
7 on file in the office of the city Clerk.
8 SECTION 6. Notice of Determination
9 The Planning Division is hereby directed to file a Notice of
10 Determination with the County Clerk of the county of San Bernardino
11 certifying the City's compliance with CEQA in preparing the
Negative Declaration.
12
13 I I I I
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18 I I I I
19 I I I I
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21 I I I I
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1 RESOLUTION.. .ADOPTING THE NEGATIVE DECLARATION OF
IMPACT AND APPROVING GENERAL PLAN AMENDMENT NO.
2 GENERAL PLAN OF THE CITY OF SAN BERNARDINO
3
ENVIRONMENTAL
90-09 TO THE
I HEREBY CERTIFY that the foregoing resolution was duly adopted by
4 the Mayor and Common Council of the City of San Bernardino at a
5
6
7
meeting therefore,
day of
held on the
, 1991, by the following vote, to wit:
Council Members:
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ABSTAIN
ABSENT
8 ESTRADA
9 REILLY
10 HERNANDEZ
11 MAUDSLEY
12
13
14
15
MINOR
POPE-LUDLAM
MILLER
16
17
18
19 of
20
21
22
Approved as to
23 form and legal content:
24 JAMES F. PENMAN,
25 Ci~y~A rney _
26 BY..__.~
/
27
28
City Clerk
The foregoing resolution is hereby approved this
day
, 1991.
W.R. Holcomb, Mayor
City of San Bernardino
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LOCATION MAP
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General Plan Amendment No. 90-09
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ATTACHMENT A
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CITY F SAN BERN RDINO
GENERAL PLAN AMENDMENT NO. 90-09
TITLE
LEGAL DESCRIPTION
PARCEL MAP
14067
DESCRIPTION
Lot 6, 7, 8, 9, 10, 11, 12, 13 and 14, Block 10, Urbita, County
of San Bernardino, State of California, as per map recorded in
Book 3, Page 54 of maps, in the Office of the County Recorder of
San Bernardino County, California.
Also that portion of alley lying between Lots 6 through 14,
abandoned by resolution from the City of San Bernardino, recorded
April 25, 1988 as Instrument No. 88-122560 of official records.
NOTE: An Assessor Parcel Number has yet to be assigned by the
San Bernardino County Assessor's Office. Prior to consolidation
of parcels by Parcel Map No. 14067, Assessor Parcel Numbers were
141-192-12 through 20.
ATTACHMENT
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