HomeMy WebLinkAbout18-Development Services 4
ORIGINAL
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Valerie C. Ross, Director Subject: Resolution awarding a contract to
Nikola Construction Corporation
Dept: Development Services for Sewer improvements in
Industrial Parkway — Tippecanoe
Date: July 23, 2008 Avenue — "I" Street and
Pavement Rehabilitation on
File No. 3.7469, 3.7470, 3.7464 Tippecanoe Avenue— "I" Street—
& 1.7630 Sterling Avenue (SW05-05,
SW05-06, SW04-36, & SS06-56),
per Project Plan No. 11923A.
MCC Date: August 18, 2008
Synopsis of Previous Council Action:
August 2007 The Mayor and Common Council approved FY 2007-08 CIP Budget.
Recommended Motion:
Adopt Resolution and reject protest of Alliance Streetworks, Inc.
W04�41- ?��
Valerie C. Ross
Robert Eisenbeisz, City Engineer
Contact Person: Robert Sepulveda, Engineering Associate Phone: Ext. 5203
Supporting data attached: Staff Report, Resolution
Distribution Chart& Vicinity Maps Ward: 1,6,7
FUNDING REQUIREMENTS: Amount: $ 900,000.00
Source: 132-431-5505-7469; 245-365-5504-7469, 132-431-
(Acct.Nos.) 5505-7470; 245-365-5504-7470; 132-431-5505-
7464; 245-365-5504-7464 &240-379-5504-7630
Acct. Sewer Line Construction Fund, Sewer Line
Description: Maintenance Fund, & "I" Bank—
Infrastructure Loan
Finance:
Council Notes: -3.-L3
Agenda Item No. t (U
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CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution awarding a contract to Nikola Construction Corporation For Sewer improvements in
Industrial Parkway — Tippecanoe Avenue — "I" Street and Pavement Rehabilitation on
Tippecanoe Avenue—"I" Street—Sterling Avenue (SW05-05, SW05-06, SW04-36, & SS06-56),
per Project Plan No. I I923A.
Background:
In 2002, the City of San Bernardino hired a consulting firm to analyze the current and future
capacity of the City's Sewer System. The results of the study identified several areas that are
deficient. The three sewer lines for this project are identified in the study for current and future
capacity needs.
This project will consist of installing parallel lines and/or increasing the sewer main size and
pavement rehabilitation.
Plans and specifications for this project were completed and the project was opened to public
bidding on July 1, 2008. The project was advertised locally in the San Bernardino County Sun
Newspaper, F. W. Dodge, Construction Bid Board, High Desert Plan Room, San Diego Daily
Transcript, Daily Construction Reporter, Reed Construction Data, Bid America Online,
Construction Bid Source, Bid Ocean, the City's web sites, and with the San Bernardino Area
Chamber of Commerce.
Bids have been received and are listed below:
Name of Bidder City Amount of Basic
Bid
Nikola Construction Corporation Irvine,CA $ 649,999.00
Alliance Streetworks,Inc. Anaheim,CA $ 695,400.00
David T. Wasden Riverside,CA $ 727,630.00
El-Co Contractors,Inc. San Bernardino,CA $ 746,470.85
Ted Borton's Underground, Inc. Beaumont,CA $ 789,433.00
MCC Yucaipa,CA $ 802,079.00
Weka, Inc. Redlands,CA $ 817,381.00
Ross Guy& Son, Inc. Fallbrook, CA $ 897,740.00
Bonaditnan-McCain, Inc. San Bernardino,CA $ 901,486.00
TC Construction San Bernardino,CA $ 928,990.00
Choctaw Contractors, Inc. Yucai a,CA $ 941,266.00
Genesis Construction Hemet,CA $ 997,500.00
Miramonte ustry,CA $ 1,005,663.00
Engineer's Estimate I $ 793,150.00
2
07/31/2008 2:47 PM
CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
STAFF REPORT - Continued
The apparent low bidder, Nikola Corporation, contacted the Public Works division directly
following the Bid Opening, indicating that they had listed an incorrect dollar amount for a
subcontractor listed on their "Designation of Sub-contractors' list that was submitted with their
bid on July 22, 2008. They were asked to substantiate this correction in writing. That letter was
faxed and mailed on July 24, 2008, and is attached to this request as Exhibit"4". Staff Considers
this an inconsequential deviation from contract specifications and it has no effect on the overall
bid price.
The second low bidder, Alliance Streetworks, Inc., contacted the Public Works division on July
24, 2008, to inquire about the results of the Bid Opening. They were informed about the low
bidder's clarification and they responded by submitting a letter of protest, dated July 24, 2008,
which is attached to this request as Exhibit"5".
Based on review of the sealed competitive bids received, staff has determined that Nikola
Construction Corporation of Irvine, the apparent low bidder, has met the minimum requirements
of the specifications and bid guidelines; and, therefore, recommends that the Mayor and
Common Council award the referenced contract to Nikola Construction Corporation.
The estimated project costs are as follows:
Construction Cost(Basic Bid) $ 649,999.00
Contract Management and Inspection(Approx. 19%) $ 123,982.35
Contingencies(Approx. 19.4%) $ 126,018.65
Estimated Total Project Cost $ 900,000.00
If approved, this project is expected to begin construction in September of 2008 and be
completed by January of 2009.
Financial Impact:
As referenced in the attached Cost Distribution Chart, sufficient funds are in Account No's. 132-
431-5505-7464, & 245365-5504-7464 ""I" Street Sewer Main Replacement from 17th Street to
21" Street" (SW04-36), 132-431-5505-7469, & 245-364-5504-7469 "Industrial Parkway Sewer
Main Replacement from Cajon Blvd to Lexington Way" (SW05-05), 132-431-5505-7470, &
245-365-5504-7470 "Tippecanoe Avenue Sewer Main Replacement from Baseline Street to 91h
Street" (SW05-06), & 240-379-5504-7360 "Sterling Avenue Pavement Rehabilitation from
Highland Ave to Date Place" (SS06-56).
Recommendation:
Adopt Resolution and reject protest of Alliance Streetworks, Inc.
Attachments:
"1"—Cost Distribution Chart
"2"—Vicinity Maps
"3"—Letter from Nikola Corporation
"4"—Letter from Alliance Streetworks, Inc.
3
08/07/2008 12:30 PM
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Jul c•+ u0 v,3.u-+p 9497521910 Attachminit "Y'
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FZZFM��
GENERAL ENGINEERING CONTRACTOR
CALIC #813357
July 24, 2008
Ms. Leslie Crawford
Department of Development Services
City of San Bernardino
300 North "D" Street
San Bernardino, CA 92418
RE: BID PROPOSAL - SUB-CONTRACTOR DESIGNATION
SEWER AND STREET IMPROVEMENTS — No. 11923A
INDUSTRIAL PKWY., TIPPECANOE, "I" ST., & STERLING AVE.
Dear Ms. Crawford,
This letter is to confirm that Nikola Corporation has made an inadvertent "clerical
error" on the Designation of Sub-Contractors of the Bid Proposal for the above
referenced project, which bid on July 22, 2008. The sub-contract amount for item
number three is not correct. More specifically, we inadvertently combined our
asphalt material cost with our asphalt sub-contractor's cost of labor and
equipment to coldmill and lay our supplied asphalt. The attached proposal from
All American Asphalt will further clarify our inadvertent"clerical error" and show
that the sub-contract amount should be as follows:
• Cold Milling $ 41,112
• Asphalt Concrete (Labor and Material Only) $ 68,400
• Street Cut/Pothole Repair 4,176
Total Sub-Contract Amount $113,688
Finally, we are also attaching our Asphalt material quote for your review.
Please feet free to call me with any questions.
Regards,
O PORATION
o n lichan
18012 Cowan,Suite 290, Irvine, CA 92614
(949) 752-1900 tax(9491, 752-1910
Oui ,-It vo U0,I VP 9497521910 p.1
BIDDER'S FMM
DESIGNATION OF SUB-CONTRACTORS
PLANS do SPE(ALPROVISIONS NO 11923A
In canpliance wide the provisions of Section 41M4114 of the State of CaUfornia Public Coo and Coda and Any
amendments thelnof, each bidder shall set fads the name and location of each wbcontractor who will perform work or
labor or render service to the Cwwacbr.
Nam&Address AgeM&No.of
Under Which MBV"E CERT. Sub-Conaactor's Sub•Cantract Work to Be
Licensed VAppliab1c3 Phone-No. Meant per -
1. Lao AA.-,4ViJ ►Nt S �iC 7�rr+e� looks
l q:! e,¢ - ry 11y3a8 S 7,j o o
C�
!+ c' 17— ----- 6s/} �P�• Z.Oz $ �)C.0_
3.!r}C 4 /Ir+�x.c.?.�/
t//3 688 s v .2
.� Gyif - ��lf/ 7�6x1�'S -� y'+►�5� L�� c2 fViic. v�
'S'S.s (17L,j
S. O Mr,�
IF ADDITIONAL SPACE?IS REQUUM,PLEASE DUPLICATE THIS SHEET
DO NOT WitM ON THL BACK
03
9497521910 p•3
ALL AMERICAN ASPHALT CAL&&',�ATE
C Engineering -Contractors -Asphalt Paving LIC.#�ta7073A
400 E.6th Street,PO Box 2229, Corow,California 92878-2229
Telephone: (951) 736-7625 FAX (951) 371-5376
JULY 21,2008
NIKOLA CORP.
s�
ATTN: JOHNNY
�t
JOB LOCATION; SEWER IMPROVEMENTS IN INDUSTRIAL.PARKWAY
TIPPECANOE AVENUE$1 STREET BY CUT&PIPE BURSTING METHODS ti.
PAVEMENT_REHABILITATION ON TIPPECANOE AVENUE 1 ST A STERLING kve
61!'
TIPPECANOE AYE WARMCREEK CHANNEL TO 91m STREET.
ITEM#10: COLDMILLING 4,500 SY PER PLAN. PRICE PER SY:$2.23
ITEM#11: ASPHALT CONCRETE PAVEMENT 380 TONS PRICE PER TON LAID. $40.00
'PRICE INCLUDES CRACKFILL
'ASPHALT MATERIAL PROVIDED BY PRIME CONTRACTOR(LABOR 8�EQUIPMENT ONLY)
"7"STREET—17TM STREET TO 21'rr STREET
ITEM#8: COLDMILLING TAS0 SY PER PLAN- PRICE PER SY: $1.59
ITEM#9: ASPHALT CONCRETE PAVEMENT 660 TONS PRICE PER TON LAID: $40.00i:
•PRICE INCLUDES CRACKFILL
ASPHALT MATERW,PROVIDED BV PRIME CONTRACTOR(LABOR&EQUIPMEN'1 bNLY)
STERLING AVE—HIGHLAND AVE TO PUMALO STREET f
ITEM#3: COLDMILLING 7,700 SY PER PLAN PRICE PER SY: S1.69
ITEM#4: ASr'HALT CONCRETE PAVEMENT 070 TONS PRICE PER TON LAID: $40.00
'PRICE INCLUDES CRACKFILL
'ASPHALT MATERIAL PROVIDED BY PRIME CONTRACTOR(LABOR a,EQUIPMENf;ONLY)
ITEM#5: STREET CUT/STRUCTURAL DAMAGE REPAIR
POTHOLE REPAIR 360 SF PRICE PER SF: ;11.60 '
ASPHALT MATERIAL PROVIDED B.Y PRIME CONTRACTOR(LABOR a EQUIPMENfONLY)
PRICE INCLUDES �•
1. ONE(1)MOVE4N_ ADD$2,000.00 FOR EXTRA MOVE.
2. CUT,LOAD. HAUL,SWEEP&DISPOSAL FEES.
J. LAUUM&tOUIPMLN I
4. FLAT TACK
5. TRAFFIC CONTROL PER WATCH MANUAL
6. CRACKFILL '
"WATER TO BE PROVIDED TO AN ON-SITE SOURCE PROVIDED BY OTHERS. '
3.
EXCLUDES: CONCRETE WORK, ENGINEERING,.;'-
NGINEERING,NESTING, PERMITS, INSPECTION FEES, RUt�ER12ED
APSHALTIC,ASPHALT REINFORCING FABKIC,ALUUSI'ING OF U I ILITIES, GRADING; ROCK BASE.`TRAFFIC
LOOPS, WATER. PRIME COAT, FOG SEAL. SLURRY SEAL, SURVEY, STRIPING, POSTING OF NO HARKING,
SWPPP.ASPHALT MATERIAL.
P•O.MUST BE ISSUED WRHIN 30 DAYS FOR QUOTE TO BE VALID.
SUBMITTED BY: BOB LOTH
951-757-8028
QUOTE ACCEPTED BY:
DATE:
• f.
y.
1,
Jul L4 U0 us:uop """ 9497521910 p.4
n•ntr�r c•��•Mi•g
Concrete.Asphalt and Aggregates
Corporate Office. (888)273-2200 Corporate Fax:(909)949-6315
July 22,2008 Materials ote Quote 0: 3909
Cedomar: Wool@ Cofpopaean phone N,.
Oontect John Fax fr
Project Name and Description mop pow
Preow Maroc Sewer Irr4wovements and Pavement Impmv, 14.85
Lrocsaew Indus. jon w9merweaWaml Creek city: Son Bernardino
Asphalt di Aggregates Due to the awwang volatittry of oit costs.
asphall prima are subject to wHimA aotloe.
Matieriat Oil Sand
Qmnfitias(11-1 1,800 500
TYPO of Tt mk End Dlanpa Boar m End Dumps Eno Dumva Boboms End enttom
7.75% $4.65 $0.47 40.47
TWAT mom
Aff asphalt with a maairsen stxe 3X'a99r M Is subje d to a$2.00 mabwiM price bwrmw.
AN atWwN mar careaht up to 1111%RAP(Rieeyalad AapheN Produetl.
Aapfrak and Aggnpate k eWd charge:we wAim to a twaft4arr ion enari me
"FOB asphall nnledeli are 170 pertm(pits tax)a CNN Min:M per tow(plus tea),undies qualod odwwbe.
"Ptadwm of CUB(Cmdeed Macd{wreDUS ft$o Is parldireg availability
Asphalt and Amara pk wins are 1lrrri fay 30 dM tram the date of this quota
Ready Mix Concrete ExtknoUd nuamicies 20o Yards
Mix vemarwian WCR Cost PCr Cubic Yard Notes
WO.0.3250 NIA
N/A
WA
NfA
NIA
NfA
NIA
NIA
NIA
Cement up 36.00 per sacK down$2.50 per sock FOS Jobsrhe,sales tax not included
A4 conctaflr txrioss are Mrs through December 31st 2000 titan wAlect to review and prior►Incrseaa moll
Per rrrerd rs drw and of Me month loUawon doW or Irmo
Aq*wW L Aggrog0m add 82.N per load,Concrela add=.go bad.
8t adb tfm__wil be caW;oM ed be don irrtrvel mdw by ouMomw wrlh o mwomum of A mu%Am per ywd bw wdoedvg lime,mmw
time to be dtaW M the rats of$2.00 per minute.
Mblo-w load 611/11131 ba"d err delivcfy Of$066"Mn 10 Cubk Yards.i 10100 fbr eiC11 Cubic Yard red ashen.
Prioaa ne 094 Ilor nomral eusin ss hobs-S-Q AM to 3-O0 PM Mwdny through Friday.Concrete deltmW on Saturday or adlar
3:00 PN on weebdnys is an addWmal li.ea par yard.Concrede pared agar fsW pM wit also Maly s ptaM openig cfwr9e or$250.oD
pw hour.
7rrla W�'r It tb eceapltarr�py'flee burr rriM/rAo 16 dye hveo/s/lar taiitCb vino ff wR ba o/►eo 16ra w aaiet ese�f
of Ww dkQruftp d We ae~.
Plaea A eOW.%The fnaseri"4uvW are nd warranted b►be aompboft for any pia►use,Purpow aW=ton,environment or eats
oonaHllan.MAkrt&b are delivered in d Is condition wW no wwwt is made 03 regards to Ore time to dONw or tempwWure at fbe of
may.
Delivery—All—ders plerad wig be delivered to the best at cur abitily and we acoepl no nxpomiblgty for ovwtme eAur-h migM aw,r.
Quoted f-►iarmey by: -3- llVr s..o(Gfitt)2W1Gn
Attachment "4"
..ALLIdncc
s r
I N C O R P O R A T E D 1111 E. Kimberly Ave., Anaheim, CA 92801 • Tel: (714) 449-7000 • Fax: (714) 578-5925 • Lic. 812921
Fax/Certified MailO L ��H
July 24, 2008 J U L 2 8
CITY OF SAN BERNARDINO
DEVELOPMENT FPARTMENTVICES
City of San Bernardino
City Engineer's Office
Third Floor
300 N. "D"Street
San Bernardino, Ca. 92418
Attn: Byron Montalvo, Sr.
Civil Engineer, Project manager
Re: Protest of bid—City of San Bernardino Project 11923A— Sewer Improvements
In Industrial Pkwy, etc and Pavement Rehabilitation on Tippecanoe Ave, etc.
Dear Mr. Montalvo:
Alliance Streetworks, Inc. was the second place bidder on the above referenced bid. Per
our conversation today, you indicated that there was an error by the apparent low bidder
Nikola Corporation in regards to the percentage of work to be performed by Nikola's
listed sub-contractors.
It is our position that this renders Nikola as a non-responsive bidder and we therefore
protest the awarding of this contract to Nikola.
If you have any questions, please call me at 714-449-7000.
Since ly,
All' e S e ks, nc.
Ron ardner
President
786 S. GIFFORD AVENUE • SAN BERNARDINO • CALIFORNIA 92408
hd1topg&hgeotech com FAX 909-89G9055 • 909-890-9079
HILLTOP GEOTECHNICAL
INCORPORATED
April 30, 2007
City of San Bernardino Project No.: 622-D07
ai Public Works / Engineering Report No.: 1
;i 300 North D Street
San Bernardino, CA 92408
Attention: Mr. Robert Sepulveda
Associate Engineer
Subject: Report of Limited Geotechnical Study, Sewer Improvements
on Industrial Parkway, Tippecanoe Avenue, and "I" Street,
City of San Bernardino. San Bernardino County, California.
References: City of San Bernardino,Development Services-Public Works
/ Engineering, Undated, Sewer Improvements on Industrial
Parkway, Tippecanoe Avenue 7"Street, Drawing No. 11923, Sheet 1
of 4 Sheets through Sheet 4 of 4 Sheets.
Mr. Sepulveda:
According to your request, we have completed a limited geotechnical study for the
proposed sewer improvements on Industrial Parkway, Tippecanoe Avenue, and"I"
Street in the City of San Bernardino, San Bernardino County, California. We are
presenting, herein, our findings and recommendations.
FIELD EXPLORATION
A study of the project's subsurface condition was performed to evaluate the
thickness of the existing pavement section, the underlying earth strata, and the
presence of groundwater. Four (4) exploratory borings were performed along the
project area on April 2 and April 3, 2007. The locations of the borings were pre-
established by representatives of the City of San Bernardino. The locations of
y
w
i 622-DO i.1 April 30, 2007 Page 2
4
the borings were marked in the field by representatives of Hilltop Geotechnical,
Inc. by pacing and sighting from the adjacent existing streets and adjacent
structures as shown on the referenced plans. Approximate locations of the
- '. exploratory excavations are denoted on the attached 'Exploratory Excavation
Location Plan.'Plate No. 1, presented in this report. Approximate elevations of the
exploratory- excavations were determined by interpolation from the profile as
shown on the referenced plans. Locations and elevations of the exploratory
excavations should be considered accurate only to the degree implied by the
method used in determining them.
The exploratory borings were performed by using a truck-mounted drill rig
equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory
excavations were explored to depths ranging from approximately 10.5 to 20 feet
below existing the existing pavement and ground surfaces at the excavation
locations. Bulk and disturbed samples of encountered earth materials were
obtained at various depths in the exploratory excavations and returned to our
laboratory for testing and verification of field classifications. Bulk samples were
obtained from cuttings developed during the excavation process and represent a
mixture of soils within the depth indicated on the logs. Disturbed samples of
encountered earth materials were obtained at various depth by driving a split-
spoon sampler. The sampler was driven witb successive drops of a 140-pound
weight having a free fall of approximately 30 inches. No sampler was driver,below
the depth of 5.0 feet in boring B-4 to avoid hitting the existing sewer line that was
not marked by the DigAlert. Blow counts for each successive 6.0 inches of
penetration,or fraction thereof, are shown on the attache d'Subsurface Exploration
Log,' Plate Nos. 3 through 6, presented in this report.
Groundwater observations were made during, and at the completion of the
excavation process and are noted on the attached 'Subsurface Exploration Log,' if
encountered.
The exploratory excavations were logged by a representative of Hilltop
Geotechnical, Inc. for earth materials and subsurface conditions encountered.
Soil materials encountered in the exploratory excavations were visually described
in the field in general accordance with the current Unified Soils Classification
System (USCS), ASTIM D2488. visual-manual procedures, as illustrated on the
attached, simplified'Subsurface Exploration Legend,' Plate No. 2, attached in this
report. The visual textural description, color of the soil at natural moisture
10 content, apparent moisture condition of the soils, and apparent relative density or
consistency of the soils. etc., were recorded on the field logs. The 'Relative Density'
of granular soils is given as very loose, loose, medium dense, dense, or very dense
HILLTOP GEOTECHNICAL, INC.
622-D07.1 April 30, 2007 Page 3
and is based on the number of blows to drive the sampler. The field log for each
excavation contains factual information and interpretation of soil conditions
between samples. The `Subsurface Exploration Logs' presented in this report
represent our interpretation of the field log contents and results of laboratory
observations and tests performed on samples obtained in the field from the
Iexploratory- excavations.
The exploratory boring excavations were backfilled with excavated earth materials
and with reasonable effort to restore the areas to their initial condition before
' leaving the site. Where borings were located in existing paved areas, the borings
were capped with asphaltic concrete, cold patch material. In an area as small and
deep as a boring excavation, consolidation and subsidence of backfill soil may
result in time, causing a depression of the excavation areas. The client is advised
to observe exploratory excavation areas periodically and, when needed, backfill
,j noted depressions.
EXISTING PAVEMENT SECTION
The asphalt concrete and aggregate base thickness at the boring locations are
f' presented on the following table:
,, Asphalt Aggregate
Boring No. Boring Location Thickness Base
(in.) Thickness (in.)
B-1 Tippecanoe Avenue, Sta. 11+10 6.0 0.0
B-2 Tippecanoe Avenue, Sta. 15+70 6.0 0.0
B-3 -1- Street, Sta. 11+55 6.0 0.0
B-4 Cable Creek Channel, Sta. 2+10 0.0 0.0
EARTH MATERIAL DESCRIPTION
Presented as follows are brief descriptions of the earth materials encountered in
the exploratory excavations. More detailed descriptions of the earth materials
encountered are presented on the attached`Subsurface Exploration Log,'Plate Nos.
3 through 6. The earth material strata as shown on the logs represent the
conditions at the actual exploratory excavation locations. Other variations may
occur beyond and/or between the excavations. Lines of demarcation between the
earth materials on the logs represented the approximate boundary between the
material types; however, the transition may be gradual.
J
HILLTOP GEOTECHNICAL, INC.
R
�1
622-DO7.1 April 30, 2007 Page 4
The site materials encountered during the field exploration were identified as man-
made fill (af) overlying alluvium (Qal). The pavement sections encountered at the
locations of the borings in the pavement areas was approximately 6.0 inches of
asphalt concrete with no aggregate base.
The fill material encountered at the location of boring B-1 consisted of brown silty
.:i
fine to coarse sand (SAI). The fill was approximately 0.5 foot in thickness at the
boring location. From the ground surface to the depth of approximately 7.0 feet,
a fill consisted of brown slightly silty fine to coarse sand with a trace gravel and
a trace cobbles (SCI) was encountered at the location of boring B-4. These fills are
considered to be undocumented since no reports were made available for review.
Alluvium was encountered underlying the fill soils in borings B-1 and B-4 and
underlying the asphalt concrete in borings B-2, and B-3. The alluvium consisted
it
of silty fine to coarse sand with a trace clay (SM), slightly clayey fine to medium
sand (SP/SC), and silty fine to coarse sand with a trace gravel and a trace clay
(SM). These strata were generally brown, dark brown or black-brown in color,
moist, and loose to medium dense in relative density.
: f
' LABORATORY TESTING
Laboratory tests were performed on selected bulk samples obtained from
exploratory excavations during the field study. Tests were performed in general
accordance with generally accepted American Society for Testing and Materials
(ASTM), State of California - Department of Transportation (CALTRANS),
Uniform Building Code (UBC), or other suitable test methods or procedures. The
remaining samples obtained during the field study will be discarded 30 days after
the date of this report. This office should be notified immediately if retention of
F samples will be needed beyond 30 days. A brief description of the tests performed
is presented below:
°, Classification
The field classification of soil materials encountered in the exploratory excavations
was verified in the laboratory in general accordance with the current Unified Soils
Classification System, ASTM D2488, 'Standard Practice for Determination and
Identification of Soils (Visual-Manual Procedures).' The final classification is
shown on the attached 'Subsurface Exploration Log.' Plate Nos. 3 through 6.
Sieve Analysis
The percent by weight finer than a No. 200 sieve (silt and clay content) was
determined for selected samples of earth material in general accordance with
HILLTOP GEOTECHNICAL, INC.
622-DO 7.1 April 30, 2007 Page 5
current AST'.%I D1140 procedures. The test is performed by taking a known weight
of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven
7 drying the soil retained on the No. 200 sieve. The dry weight of soil material
retained on the No. 200 sieve is measured and the resulting percentage retained
is calculated based on the original total dry soil sample weight. The percent
passing the No. 200 sieve is determined by subtracting the percent retained from
100. The test results are summarized in the following table:
=1
PERCENT PASSING #200 SIEVE TEST
(ASTM D1140 Test Method)
PERCENT
SAMPLE SOIL DESCRIPTION PASSING#200
SIEVE
Black-brown silty fine to coarse
B-2, 1.0'-4.0' sand, trace gravel, trace clay (SM) 31
B-3, 1.0'-4.0' Brown silty fine to medium sand 37
(SM)
Brown slightly silty fine to coarse
B-4, 0.0'-4.0' ssr-d, trace gravel, trace cobbles 5
(SP-SM)
Sand Equivalent Test
Sand equivalent tests were performed on samples of near-surface earth materials
in general accordance with current California Test 217 procedures. The Sand
Equivalent is an indicator of the relative proportion of fine materials in samples
of soil or aggregate which pass a No. 4 sieve. The Sand Equivalent value is a
unitless number and is the ratio of the height of sand to the height of flocculated
fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain
the Sand Equivalent `'alue. The test results are summarized in the following
table:
3
SAND EQUIVALENT
(California Test 217 Procedure)
SAMPLE SAND
EQUIVALENT
B-1,1.0'-4.0' 15
B-2.1.0'-4.0' 14
9
j
i
HILLTOP GEOTECHNICAL, INC.
t
i
622-D07.1 April 30, 2007 Page 6
>i SAND EQUIVALENT
(California Test 217 Procedure)
SAMPLE SAND
EQliIVALENT
7 B-3.1.0'-4.0' 1£
B-4, 0.0'-4.0' i 1
TRENCH EXCAVATION RECOMMENDATIONS
It is recommended that utility trench excavations be designed and constructed in
accordance with current OSbL-k regulations. These regulations provide trench
sloping and shoring design parameters for trenches up to 20 feet in vertical depth
t:1
based on a description and field verification of the soil types encountered.
Trenches over 20 feet in vertical depth should be designed by the Contractor's
Engineer based on site specific geotechnical analyses. For planning purposes, we
recommend that the following OSHA soil type designations and temporary slope
inclinations be used:
OSHA TEMPORARY
EARTH SOIL SLOPE
j MATERIAL TYPE* INCLINATION
1 (H:V)**
Undocumented Fill C 1.5:1
Compacted Fill C 1.5:1
Alluvium C 1.5:1
* Type 'C': Cohesive soils with an
unconfined compressive strength
.i
of 0.5 tsf or less: or Granular
soils including sands, gravels,
loamy, clayey or silty sands, etc.
** Steepest allowable slopes for excavations less
than 20 feet in vertical height. Slopes for
excavations greater than 20 feet in vertical
I height should be designed by a Registered
Professional Engineer with experience in
Geotechnical Consulting and Soil :Mechanics.
HILLTOP GEOTECHNICAL, INC.
622-DO 7.1 April 30, 2007 Page 7
Excavations of less than 5.0 feet in depth may also be subject to collapse due to
water, vibrations, previously disturbed soils, or other factors and may require
protection for workers such as temporary slopes, shoring, or a shielding protective
system. The excavations should be observed by a qualified, competent person (as
defined in the current OSHA regulations) looking for signs of potential cave-ins on
a daily basis before start of work, as needed throughout the work shifts, and after
=� every rainstorm or other hazard-increasing occurrence.
^� Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,) should not
be allowed within a horizontal distance measured from the top of the excavation
slope equivalent to 1.5 times the vertical depth of the excavation. Excavations
should be initially observed by the project Geotechnical / Geologic Consultant
and/or his representative to verify the recommendations presented or to make
additional recommendations to maintain stability and safety. Moisture variations,
differences in the cohesive or cementation characteristics, or changes in the
coarseness of the deposits may require slope flattening or, conversely, permit
steepening upon review and appropriate testing by the project Geotechnical /
Geologic Consultant and/or his representative. The excavations should be observed
by a qualified, competent person (as defined in the current OSHA regulations)
- looking for signs of potential problems on a daily basis before start of work, as
needed throughout the work shifts, and after every rainstorm or other hazard-
increasing occurrence. Deep utility trenches may experience caving which will
require special considerations to stabilize the walls and expedite trenching
operations. Surface drainage should be controlled along the top of the construction
slopes to preclude erosion of the slope face. If excavations are to be left open for
long periods, the slopes should be sprayed with a protective compound and/or
covered to minimize drying out, raveling, and/or erosion of the slopes.
TRENCH BACKFILL RECOMMENDATIONS
Sand equivalent tests on samples of near-surface on-site soil material indicate that
a 'the near-surface on-site soil material had sand equivalents of 14 to 71. In general,
the on-site earth materials present are considered satisfactory for reuse as trench
jbackfill. However, the suitability of on-site material for pipe bedding materials
should be determined by the Civil Engineer who is designing the pipe for the
proposed sewer line. Trench backfill materials should be free of significant
amounts of organic materials and/or debris and should not contain rocks or clumps
greater than 6.0 inches in maximum dimension. No significant amount of
oversized rock materials are anticipated to be generated from the cuts performed
in the local materials.
i
a
J
HILLTOP GEOTECHNICAL, INC.
622-D07.1 April 30, 200 7 Page 8
.�j Trench backfill material should be placed in a lift thickness appropriate for the
type of backfill material and compaction equipment used. Backfill material should
i be brought to optimum moisture content to 3.0 percent above optimum moisture
content and compacted to 90 percent or greater relative compaction by mechanical
means. Jetting or flooding of the backfill material should not be considered a
satisfactory method for compaction unless the contractor can demonstrate that
proper compaction will be achieved. Maximum dry density and optimum moisture
content for backfill material should be determined according to current ASTM
D1557 procedures.
CLOSURE
This report has been prepared for use by the parties or project named or described
above. It may or may not contain sufficient information for other parties or
purposes. The findings expressed in this report are based on generally accepted
geotechnical engineering practices and principles. No further warranties are
implied or expressed beyond the direct representations of this report.
This opportunity to be of service is appreciated. If you have an stions
regarding this matter, please contact this office at your convenie ,DES. p�;
- %o OpRT,yy a
Respectfully submitted, s9,< ,
HILLTOP GEOTECHNICAL, INC. w z� No.C68601 a of
oolll
1QFIOFESS� r �P
g D n I't'a IM Sundaram orthy Srirajan, C68601
Senior Engineer * xP:3i3v�.r fM Project Engineer
Date Signed .S - t Date Signed 5- 1 -C-7
F CHN1C'�'/
SS/DLC/em
i
Attachments: 'Exploratory Excavation Location Plan' . . . . . . . . Plate No. 1
'Subsurface Exploration Legend' . . . . . . . . . . . . . Plate No. 2
j 'Subsurface Exploration Log' . . . . . . Plate Nos. 3 through 6
Distribution: (4) Addressee
HILLTOP GEOTECHNICAL, INC.
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SUBSURFACE EXPLORATION LEGEND
I NIFIED SOIL CLASSIFICATION SYSTEM CONSISTENCY /RELATIVE
Visual-Manual Procedure(A.STM D2488) DENSITY
VA Ink Ui`.:vi(11S K(r, I' I)tPICAL vAVI s CRIIIAIA
s`t Vitt tis
(.R ReII uraded(,rascIs and orasel- Reli•rence "Foundation Irwinaenng Peck Hansen
Olean Sand Mtmtire,.Little or no I ine, f homhurn.'nd I dnnin
(J ra,el,
-1 Poorly Graded GrJyel,and
_or rm(c GI' traycl-Sand Mrylure,.L title or no JlJndard Penetration I e,i
of(-oar,e I me, uranular Soils
`rJCt,or,
_ Retained on Al Shcn Gravels.Grasel-Sand-Silt Penetration Resistance Relauye
(oane- \o 4 Sie,e (ira,ci, Mi\tures" \ Blo,., I not Den,ih
Grained s Ih
Fine, G( Clayc,Orayel.O,rJyel-Sand-( ]as
M,mure,' U-4 "en Iou,e
Shire than SR Roll G(eded Sands and Gra,eh 4-10 Loose
j5i°° Sands.Little or no fines
Retained Clean 11).3o :Medium
on No 200 Sands Sand, Poorh Graded Sands and Gra,elh
J S(eye SP Sands Little or no Fines In 'I' Dense
More than
SI''..of Sands SM Silq Sands,Sand-Silt Mimure," �(' `v'en Dense
Coarse „ith
Fraction Fines
Passe,No 4 SC Clayey Sands,Sand-Clay
t Sre,e Mixtures"
ML Inorganic Sifts,Sandy Silts.Rock 'standard Penetration 7 est
Flour Cohesi,e Soils
Silts-and Clay, CL Inorganic(_lays of Loss to Penetiartun Consistence Unconfined
Medium Plasticity.Gravelly Reswtance.N. Cumpressi%c
Liquid Limit,Su"°or less Clays,Sandy Clays-Siln Clays. (Blosss I ool) Strength
Fine Lean Clays (Tons Sq
Grained Ft I
Soils' OL Organic Silts and Organic silty
Clay,of Logs Plasticity _ Very Soft u'_S
50 or 11H Inorganic Silts.Micaceous or 2-4 Soft U
more Diatomaceous silts.Plastic Silt,
Passes No 4-R Medwtn Jell a -1 U
200 siege Silts and Clay` CH Inor_ean(c Clays of High Pla,ticith,
Fat('lays
R IS Still lu•'0
Liquid Limits Greater than
cU°° OH Organic Clays of Medium to High 15-30 Ven Still' 2o-4 0
Plasticu\ 7(r Hard •Ltl
Highly Urgamc Soils PT Peat.Muck or Other Highly
Organic Soil,
Based on material passing the 3-inch Sieve.
•' More than 12%passing the No. 200 siege: 50.to 12%passing No. 200 siese requires use of duel s\nlhols(i.e..SP-SM..
GP-GM. SP-SC.GP-(jC.etc.). Border line classifications are designated as CH'('I.GM.SM.SP;SW.etc.
U.S. Standard Sieve Size 12" 3" 3,4" �-4 =10 =40 #200
t nifted Soil(lassification Boulders C ohbles Orasel Sand Silt and
t Designation ('lay
O,+ar,e Fine (_oane Medium 1"ute
Moisture Condition Material OuantitN Other Svmbols
Dry Absence of moisture.dusty. Trace = �; o C -Core Sample
l dry to the touch. Sli,htly - 12110 S - SPT Sample
1 Moist Damp but no visible moisture. Little 1'-25oo B - Bulk Sample
Wet Visible free eater. usual]\ Some 25 -50 oo CK Chunk Sample
belok% the\%ater table. R- Rims Sample
N - Nuclear Gauge 1-est
\ater Table
t
i
PLATL NO. 2
HILLTOP GEcrECHNICAL
1
�1
-1
BORING NO. B-1 Project No.: 622-DO7.1
el a
i C ` _ T Description
CL ` v
a E c 7 — z �.c o c X °
C cr cx v
s Asphalt to 6.0 inches.
1 SM of Silty fine to coarse sand;Brown:Moist.
6 SM Qal ALLL'%WM:
2 3 Silty fine to coarse sand, trace clay:Brown; :Moist; Loose.
3 / 2
i
t SPiSC Slightly clayey fine sand: Black-brown;'Moist; Loose.
� S 2
5 2
=1 6 4
7
8
2
9 3
6
10
11
12
SM Silty fine sand; Brown: Moist:Medium dense.
13
3 3
14 1 -
]0
15 Bottom of boring at 14.5 feet.
No groundwater encountered.
16 Boring backfilled with excavated material and capped with
cold patch asphalt concrete.
17
1 18
19
20
SUBSURFACE EXPLORATION LOG
r Elevation f 1068.0 Bv: MC
HILLTOP GEOTECHNICAL
l Datc: 1%2-2007 Plate No. 3
BORING NO. B-2 Project No.: 622-D07.1
Description
v
cr
E; Asphalt to 6.0 inches.
SM Coal ALLUVIUM:
6 Silty fine to coarse sand, trace gravel, trace clay, trace
2 g organic materials: Black-brown: Moist; Medium dense.
"1 1
3
4 /
R 2
5 4
6
6
7
i SM Silty fine sand, micaceous;Brown:Moist: Loose.
� 8
9
R 3
10 3
4
11 Bottom of boring at 10.5 feet.
No groundwater encountered.
12 Boring backfilled with excavated material and capped with
cold patch asphalt concrete.
13
14
15
]6
17
j 18
19
20
SUBSURFACE EXPLORATION LOG
E -ation f 107].0 Bv: MC
HILLTOP GEaMCHNICAL
i Date: 4i 2;2007 Plate No. l
1
BORING NO. B-3 Project No.: 622-DO7.1
C L
z c 3
c o Description
a E C v '^ >. � - C s Q
Cr .^
Asphalt to 6.0 inches.
] SM Qal ALLUN IUM.
5 Silty fine to medium sand; Brown: Moist; Loose.
2 4
3
�l 3
SP'SC Slightly clayey fine to medium sand, trace organic materials:
4 Black to dark brown; moist: Loose.
$ 1
5 2
2
� 6
1
7
SA4 Silty fine to medium sand: Brown; Moist; Loose.
1 8 .
3
9 3
3
`i 10
i
11 SM Silty fine to medium sand. trace clay; Brown; Moist: Loose.
12
B 3
13 3
4
14 Bottom of boring at 13.5 feet.
No groundwater encountered.
15 Boring backfilled with excavated material and capped with
cold patch asphalt concrete.
i 16
17
18
19
20
SUBSURFACE EXPLORATION LOG
Elegy ation t 1148.0 Bv: NIC
HILLTOP GEOTECMMICAL `
Date: ll'3.,.)U0 Plate No.
S
s
1
BORING NO. B-4 Project No 6.22-D07.1
sl a c
Cd
^� m c o Description
d E
•` C.• L L •° � L
C Ul Cr U .^. .. S Ci
3 SP-SM of FILL(possibly existing sewer backfil):
1 7 Slightly silty fine to coarse sand. trace gravel, trace cobbles:
7 Brown; Moist; :Medium dense.
2
.i 3
5
6
/ SM Qal ALLUVIUM:
8 Silty fine to coarse sand. trace gravel; Brown; Moist,
9
10
11
12
13
1�
15
j 16
17
18
t
19
}I
I20
IBottom of boring at 20.0 feet. No groundwater encountered; Boring backfilled with excavated material.
SUBSURFACE EXPLORATION LOG
Elevation t 1577.5 N1('
HILLTOV GcmEGHNId1L
Date: 1 1312007 Plate No. 6
STANDARD DRAWINGS
CITY OF= SAN BEtZIJAQDlivO ST.dfJDALZD
ExI STI NO TOppoGIZAMHY SYMBOLS
-� t:.C1.IT$Q LINe Q 5twi2 MAFIHOLE
E --- CITY LIMITS oc-0' SEW!¢ CLIAWOUT
QIGip4T OF WAS' LINE O STo!=.M DUIN MAMHOLE
Ope` T Et-EPWONE MA0Q. VAMT
— s —s — G EXISTIN SEwEGC L _ J T FIOLE O
L7CIf W Ex15rt"G wATE¢ LINE G 'G' coo, mAUNOL6 OR v,%utt
IS`CONI. D EXISTING STOMm Dawn OW LW J wATE¢ MJMl -WLE Ott VAULT
2"kt Q+ t=X1ETING GAS LINE V LE ELECTQIC MANWOLG OQ VAUt,T
T — VND'GD• TeL-=C7WVUIT [� S'P* ELLCTR.IC OZ TELCPOONL POLE
t2Mr.D.cowf—lR¢. exsT. 1¢eIGATtou �I�E ® Er.ECT¢IG TowEQ
? V E UNDICiD. ELECTMIC COND.
E---- DowN GUI
S•L . 61MEET LIGHTINC- FIML MY09ANT
Slcq. -- •� TRAFFIC StGkJAL. ="V" WATER. METF-r-
F. FIQE ALAMM Dw4 WATEM VALVE:
IS`ID pCC= _ CULVERT ( I
Gy4g YALY(:
50Af20 FEWCE EL[CTctt.OLtER (UPRIGHT)
3AZ5E0 WIMM IXEUCE. Q--C, EL¢CTMOLtLm (Doi MAST Am")
CHAIN LINOS FrMWCE f TQ,FrIG 4161�IA►L
--o---�----4--v wov LrN WI ME Fa NcE ;
TLAFFIC SIGWAL (ON MMJT ARM)
PCC. 6LOCIS WALL
E3 PULL. sox
o¢ ZAILMOAD TIZAC15s ® M4"IlG 0439AL CONTROLLE1 i
HIEOCf amocam TILAPFIC SIGM,*L DItTECTOQ
m---+ WALL • wAtT SIGNAL_ >r
012E.CTION FLOW DIRT t PA
Q'{f 1JGj M[rTt:R
I . TQAFFfc, St4N
btgGCTtON FLOW Pev. + STREIr NAME, 91c4m
Wr — ar — 7m- — -mr, TOP OF $LOPC , STOtp SIGN
JUL -au- TOE OF $LOPE
XX WE. C¢oe,6t►.+4 gtGN Q�
- - GuA¢C ¢.4tLtNG 5Tb ¢.Q. Cg1344116+4 4IGNAL
f?C.C. SIoEWALW, (DASHED) SfrizlMVLErZ $49AD
OfZIVEWAY 0 DELTA AwICRLE POINT
P.C.0 .CUR$ 4 GUTTEfZ 0 POINT ON TA►.1GOt4T 2,
4N¢U5 (�Z T¢EE (DECIDUOCJS) 'O U.S.MAIL BOX h
5 d
"LQ R 16 SECTION+ u
PALM Lvl:tZC,¢>EEN PINE�tTc.) b COQNEQ
B } 9 I/4 COR.I,IESL
?CC z
uwc SLA4 �:sUILDMICZ APPM OD
u►+COYE¢t:D STANDARD
yva,z, � tq c Nv.
CITY OF SAN 6E2NA12DIL10 -PL15LIC V.,Cr.LK,� DEPT CIT`( EPtCIUEEQ.
I
TLET UTLET
TYPE "A" MANHOLE TYPE "B" MANHOLE
I I
i I
n
IeT am.ET
I
I I
I I
I
TYPE "C" MANHOLE
TYPE "D" MANHOLE
TLET
TYPE "E" MANHOLE
CITY OF SAN BERNARDINO PUBLIC WORKS DEPORTMENT APPROVED DWG. N0.
STANDARD MANHOLE X1983
FLOW CHANNELS 300
C
4
IK
LOC.4r/ON OF IM Nk&-E
A A
.4ECT/ON E3-B �
�c t' yb
Mw/Sar Abre JP-4 �.
0 Vj"7,VlC,t' eSf W6 VT 7. Mdr,4A -b6I rA1EAT<Y
• '. a co.veewrE scc&d- j.�, s•. 57�2/CC!'il.YrVTEO;0,� i
� • • '. �C1„lfiy f60-G'-SLSd ..:� - titi� �Efb.P/►lEb mLp-
AVO i9W,40 Gw
_ M/N• O.R = O.O.sr .J U PM-O NATNC
dTEO PFODY Ta
4-w 1ozAfr/G✓0/Nr
e . � �L• 3�'f+tUN4 �1RX1�t10
3ECT/GW ,4 A 4��M•�e.
✓GYNT DET�4/L
tifOTES= srEfc Awl
/)A�arst rzsi�Foresd ctarx�/rrt/nanho/as shall Etie�sca
LbrfFor»•� tb the a�P/ieab/e rr�vineT�ls oF,/.9.T.M. `�`''�'�°r
avid�.4)lifa✓/ba:ders�ned,moo�,4.A.9.H.D. •�!10
6)ewx-rc f shall be COMP&cty vlbrer'ed, .
cYntr,Au'a//y ,Avn or/nac�an/ca/ry t Pad. MANHACE WATE�P 6 70
Cone per earsPlod.
l.)/pr -ww6d/vis-ean "ork,manholes <'rarners f rovers oe be cnh-
AW,,wcYio/ 6"bwkov o ror.ca/ by Aw vwr
tena :flsra� GUntr-ac}bll' a�usr Fraves �'rnvrrs ,yaysgcE
!o oFficie/y/'sde aF'�rrraevin9.
��)Macho/es sI�//bs aaatesd indiafs�inc%rsi� rnanho/e ' •• w.srF� .�mP
{,b�v allanne/s fyrade r�rr9s�wi�5li Nvnt,.t P�e�ess Q/�
A40. 11D-/ft-.o/- ►`r
4.)Mti&Ae wr*r slti°s a/o//ba insta/led iv:f�lr
Y.C., A.B.9, ae A.C. P.
3)W&7 a /na'Adk /s ••udigede y'c&"set wavtar-
-erorv/cd-v,"oath ArlaA ,s to be P/eeed o! neiv c/►aone/
aEV ended n0tt - �,�,�,� �>t �,�..�� k/ATER 9TOO PLACEMENT
m' ,o « 100
CITY OF SAN BERNARDINO PUBUC WORKS DEPT. APMMIEO= STANOMM
PRECAST REINFORCED CONC. — . t9e3 NQ
STD. 48" I.D. MANHOLE 301
C/Tl'.4TL3 ".30/
t"
M!N
,$E!./E.P P/IE + SHELF �"/`7/it/ /C'•C. E.VC•49EMENr
i
GY/TI,ET .
M 0.z:) OF
A,2ROP AMNh/OL E
rPLafBE.P ,5'r,EE.L :::.__• .',, lsG4TE.P.STOP
GK(I,FQ4N0
/4lWHOLE AlArER STOP
ti/�rER STOP R1-ACEM,ENT
��: w,4TE�JTUf'.f.St�iILL 6G` /.1/ST.4l1Cr0
wiry ivC,AB..S.oP,iC!P. oiP�s.
t" E.(/CASEME.t/T
Fns -94tdi✓i.sioi7 �u+�.E, ►•�diir/ie/a
?1a. v... f Co✓spy 6e Conshria
OQDO /�9,4/1/HDL.E ba b•v of39Ga/ s�iLrr9�a�s b,f�
to �'ust>��a.nGS�coves to
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT APPROVED: DWG. NO.
STANDARD s- ,1983
DROP MANHOLE
DIR.OF PUBLIC WORKS/CITY ENGINEER
O�
• R..I ./i.-wd 1'�+-+�'i✓ N•. M�'NOLE Co✓E.t � Fir/7/Y1E
R1Qu 1RED D 1MrVS1OA"S
CLUR OVERALL ME/6N7 AAPAkVlr*4;7
QpMIAV BASE Irr/6A7
22'/r" 33Yt 6" 460
A Oo�Op a�O�00000 A
O�op�paDpOpOoo p
OU 9a C:3 7, r
Manhole cover shall he design-
���Q cad for ,4 A.5. .O. H-RO
ODQ�o O�QOOO�O� /oadin9.
0/�®Q❑❑D Casf/raw s hall
J,art ari��n►u�►
0 tensile strength of-To,000/6s
per sQuart inch.
oveyall
tifrffiv/�s sho// � con��c.cf� c" M�+nho/cs mho// be consfrcnc
be/ow finr'�hec� c)�ode w/x�s Sfracf to 9roob when in pvved atr-��
/snf p�vvGC/� or cMSUr'{oced GgStn'?tnj
t
S7Srtat or
eer�rner+l� s(X{»M
/?C.C.
• i _ _ r=ur�r/
• • • /I
1/N_Ar
7
Bra de Rings -
�J JA,l
C/TY OF 5,4# BERNA.PD/NO - Pul5 uc worzxs DE QT, APPMOV.0 J TANDARD
354&04,�?o 0,?,4W11Y6 4ug-v,5tey . 1967 WO.
.30do
M/4Wf,1OL E 0 0 Vd!F Q 4A10 C/TY EN l*zeR
T7),—'ff PrArr,4-lVasirr hint elopr4we c f Lyle oh o vr#014. r.Variable
Variable
EXiSfin9 or proposej Curb Line Proper+y
A4 wafer main Llf)C 2
I/e bend-
Plug
1
' I
r �
Std,Wye or Tie or std.WPIQ
cut in connecilom
as approve]
.c
Place tow a (M,n)
P Lr A Ka Marker at and of '
s►eh lateral
wrFace or Street IVV Lst+ar ..S..marker
in Face of WrL � _...a-� Will
i, i
Ex101m9 or proposed •t
water n►d1n
1�, 1.1in! - -
Min• Slope up = L'�4
(Sea Wote 6,1)
Slope up of TOA
`�-"Ie var;abte to clew Rain
maw. 449,preporred 3e,i9'Min.
E LE VAT IQNJ.
NOTES :
!! swer 1at-crals shall Nava a minimum slope. of Z'4 except as o+t,nrwiss
SptciFically noted on tine plarm.
'L P1ugS shall ba �Qmer,ted in with cement mor+are or shall ba nespranm
S+OPPe-r- or aprsreved ecjual.
3 In no case shall a later) cc;nr-)ec+ +o +he sewer main directly on top oF*epipe
Where a standard "cut 'n WW.or Taft iS uSed r it shall ba Surr-ounded with
6' of (nor+land Comer} Cor,crrf.G.
5 Laterals shall er,d a+ +he properfy line unless otherwise noted cn H,e plans.
` Where clearance is less ti,an 1'•C"Standard Concrete Encasement shell be installed
for a distance of V-0-on i,+her side cC+he water maim.
REV 2- J'A—,/o,W (/o. 1 Al, C,v .dried h+ote C �P �4;
CITY OF SAN b6ZNARDINO -Pu1FsLIG wo¢k,�S DEPT. APP¢cvED STANDARD
4EWEC LATECAL /a Ne.
iJOCMAL CUT C),,..,� �� '30.5 e21,116,A,.,.Ory
6
S
a
►�E�SuREk+E►rTs At
ro 6G /*AAIVQ AT Tof
r4IO t ulU—��\III l 1'� o or ry t rx E'
0.5 V'
M1N-
H .0. ND S HACKED F-QOM
L1N�15TL,J213t�� �- tL_ /
1
A%
NO
NO
us i
///
Will
---m BEt.ow BFLt. 0.5 a•
F czo
�� Iz/�lu Lt �A lZ 13�D'L�I►JCS MAT E=e l ALr
}.��T E ( v+' = 8^ ►.t,��cir-,�ln+� G' ►.niwn.�t4� f'Oe f�if�E =tA►►.tICTCZS ?.4'
wt.+Eze T¢£KCa� w�a-irNS .�1ZE C,¢r�.rc� TL+�w S►aowN. TM¢
CITY mpJawCC1Z. MAY [lQtltQe �wfT�sLL.AT�ON of Cvp*=4TC
u41p,-&
REV. I i4cvv�d cSt.../o•d N. r
CITY Of SAN SEM"RMNO t'ue�,C wp¢v�5 D!•?r. APPRt7VED STANDARD
OrYP ICA L ME001 € Jwwir 13 ,19 C7 No.
TMEWCH WIDTH .3o(A
S A Q ! T,4 2Y 5EWE[5 � 5`T'OVM SPA I1
I
—OREVISION XPROV D VATE
• Revised lv.d4.d uo.
.t." yr G" SQddlc
# - -i \� - - - - - - - - - - - — — - - - - -- -�
I
r' • C ,` i
sewr
-46' ` MAIN
Wt r•e• _
,tjIQEGTION OF FLAW �
P L-A--N *%/I Ew
1 4"or 6" Soddle
4S' �
I� 3•
CIASab Coe�es��
• '�/ �I: 2'/2 3�l'L M�X�
W�rc
I - ,
SECT tptV
I InsPeation must- be obfoinCcl For SAddle, prior io PI-1-3 MC.C. c1r+J ocJgin
before bcaolS F'i I1+n9 over Lateral
Z Wham 1-+ouse I�tcrotg ore fo be jcwl,ecl tv em-xidting Sews 44--+C
e�na-,mac+ior, LF+oll 1m merle by cwN-'�g irte J4'ie PiP�. This scrddle- fo bG mckle
rc,r #,e Porficular si3e of p;pe on which it is placed. The saddle must be
F7tfed snugly ncgc,,,vi- lt,e exterior' well of fhe Pi Pe on wl-fic}-s ifi iS PlaGed ,
bound in Plooe with N0.12 (B.W.C;) galvoni3cd iron wire .
CITY of SAN 619"ANDINO• PU15LI c "QV'�S t)Ei T• APPROVES STANDARD
�- -ZQ:Y ,It W. N4,
'�L1r4�Lr•fZ, S,�tw�..E 307
ellry MG1NltL
CL+ w,.d Qa.a.nne6-k
�ALonden 4lause
i-Abandon ("leetse Cswwta♦.am'- - _ - _ - - Connea+irn
cut and Reconnect 4ewtr
I -
4S� Max
. - Pr o+cc+ per aryl i cr61a ne+ef And CASE Ne,
V, CASE �1. deaf Is per S+d. vp w". 110 %S•r-1 -V ` i• 7
i 1/ tamer
C�r1Fa -
f4v"rf wall
[u}and Recermee+ - "- ar"A
limr I C, • ' A,Lsa+den +bait) toeamtc+
corms r}i en
i �A6ondon+4ouae COW-AC,nn **Win
^, r
_ Sani+ary Sewer
as•
Max CAST! Ns.T
i`
• r Con ra.+'a suprar�
er_� -
p l , Cut and ReconndA4
Abandon "Waa,
Conn e C4;an
1f Min
r �
I I lye\ C A4C M&S
_ Raoenneot
l \ J
Abp anAon
lIa•rte C�nwee+%«+
tfi"h4n- 11 nJi&+wr6ed
/�__ G Conert+• Surrer{ wall
CAS No• 4 t3
-Pr oiec+ p� arrl�cobl.
rre+as and Je+atls par C•C
4%hcl-'Drwy.Na.V*11 -d $30T MIS
1. All hov!oe connections &hall be vieriFled cloy pipe A Inches Ir1 diorne+er -r excar+
45 S++terwise required.
Z. The rnrnirnurn slope for4 inch house connec+ions sJ-*gll be 1/4 inch per Feo+.
3, A 41nah aoddl GFrall be,used wt,ere rlaoessary a"d Sviall joe conmectad .4-o FFet
,4• �Ipe conSi-l+u inq ++,e •xistin9 Y, or T to+he hfXt lower pipe leng+h.
's may be laid °Fla}' upon o proval o1F+he E-m9inear.
Con e4 For ckirnmogs steal! be 1 :9: b m;x Concrete orbet+er .
When Sanitary sewer heu8e Connections are, supported on concrete surPorts
then such house connectdons .61mall beeneasoA per da+ail for eoncr-te eneos*menk
Sin*-r7 Cn Standsrci Drawingq Ale.2921 -v and the Concrete Supper+& For 46& Douse
connections sl,a11 be Ie"itened and Widthwd to Full support Suci't encgsemsnt .
Cr+lrnneyb SF+own are r,e+or;al enly rand tl�e ac+uol cAin'1he.`! cone}ruc+e-1 a+ anyy
srao;Fic location shall mee} {he approval of �i,e jur'�sd�c}lora�l ac)e••►ctj ;nvoll,
Rev I .�.�.,.d
No. Revisio�v A � 00 t•
-CITY of #AN SCIEWAQIDINn' PubLte weesry5 DEPT. STIMD"0
EMOVELI NG OF ��QO�Eo
�- •9 Z 306
A (M/N.) TRENCH WALL NO TES:
CONCRETE ENC.ISiMLrArr SHALL QE
` INSTALL ED 4S Re47U 1REP OY rW.-
s ' r ►• SPIC/f/GI TONS OR PIREC-r" 9Y 7W'
'•' "' ENi/VEER.
p� X MAIrPETE BN.QL AE CLASS
B D;• �` D
420-C-IDOO
J O
UNO/STURREO EARTH
CONCRFT� ENL'�ISfMENT
NO. /
T,PENCH WAJ L P/PE DIMENSIONS
I A (M/N.) I,A A A
(M/nt) A ..; (ly/,v.)
i
MAW JN..W"/EO �— 4UNPiSrURAEP FAgr# =r s ' �
/M (/NO/STI/IIlI //1 D
• COA�CRETE ENG'.4SEME/YT
NO. Z
c
i
t CAR AOTE ".c
CITY OF S.4N OERNAIfO/NO• PUBLIC WOQ►',S DEPT. APPRDYEO `� �
STi4NDA� P DRAWING �'' >'9 `—' mss-
CO/ 14WE rf EN4-XSEXrYr `�O9
c/ry E/V6//S/EER
XISTING AC PAVEMENT
10 12
TRENCH WIDTH
I
O 95% 1 4' OR LESS 4' OR LESS
! REMOVE/REPLACE EXISTING REMOVE/REPLACE
AC STRUCTURE SECTION EXISTING AC
PER NOTES: STRUCTURE SECTION
1.0' MIN 1 2 10 12 PER NOTES:
95% I 1 2 10 12
O w
U
Z
N '�• ',•�• II J W
CURB z
W J AND GUTTER
Z MAX TRENCH WIDTH OR EDGE OF PAVEMENT
O ',! ;-•.fir: IY'W C
c)0 TRENCH EDGE
0%
6' MIN
TYPICAL SECTION PAVEMENT REPLACEMENT LIMITS
GENERAL RIGHT—OF—WAY TRENCH NOTES: OR AS DIRECTED BY THE ENGINEER
O ASPHALT PATCH 4 INCHES MINIMUM OR 1' GREATER THAN EXISTING AC, WHICHEVER IS GREATER. ASPHALT PATCH MAY BE
ELIMINATED OUTSIDE THE ROADWAY PRISM. COLD MILL OR GRIND EXISTING ASPHALT CONCRETE PAVEMENT TO A DEPTH OF 0.15'
WITHIN THE TRENCH AREA AND TO AT LEAST 1.0' BEYOND THE EDGES OF THE TRENCH, OR REMOVE FULL DEPTH OF ASPHALT
CONCRETE SECTION WITHIN THE SAME LIMITS. FOR STREETS THAT HAVE BEEN RESURFACED WITHIN THE PAST THREE (3) YEARS
PRIOR TO THIS TRENCH EXCAVATION (AS IDENTIFIED BY PUBLIC WORKS RECORDS), GRINDING SHALL BE EXTENDED A MINIMUM 1'
BEYOND THE TRENCH LIMITS, OR A FULL TRAFFIC LANE WIDTH, WHICH EVER IS GREATER.
EXISTING CONCRETE ROADWAYS SHALL BE REPLACED WITH CLASS 520-C-2500 CONCRETE OF EQUAL THICKNESS IN
ACCORDANCE WITH GREENBOOK SECTION 201-1.1.2 AND INSTALLED IN ACCORDANCE WITH STANDARD PLAN 132-1 OF THE
AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.
O2 ROAD BASE: CRUSHED AGGREGATE BASE (GREENBOOK SECTION 200-2.2) 7 INCHES OR MATCH EXISTING SECTION, WHICHEVER IS
GREATER, 95% DENSITY, PLACED IN MAXIMUM 4 INCH LIFTS. EXISTING CONCRETE ENCOUNTERED BENEATH THE ASPHALT PAVEMENT
ROADWAY SHALL BE COMPLETELY REMOVED AND REPLACED WITH CRUSHED AGGREGATE BASE (GREEN BOOK SECTION 200-2.2) TO A
THICKNESS EQUAL TO THAT OF THE CONCRETE REMOVED.
O3 TRENCH BACKFILL: SELECT BACKFILL, 95% DENSITY, PLACED IN 8 INCH LIFTS. IF TRENCH IS LOCATED OUTSIDE THE ROADWAY
PRISM, SELECT BACKFILL MAY BE PLACED TO FINISH GRADE AT 90% DENSITY.
O PIPE ZONE: SAND (SE 30), -JETTED. PER SECTION 306-1.3 (GREENBOOK), OR PLACED MECHANICALLY TO 90% DENSITY. PIPE
ZONE SHALL CONSIST OF A 2-SACK 300 PSI (t) CONTROLLED LOW STRENGTH MATERIAL AS SPECIFIED IN SECTION 201-6 OF
THE GREENBOOK. LOCATIONS SHALL BE SHOWN ON THE PLANS.
CLSM LIMITS - PIPE ZONE
FROM PIPE STATION TO PIPE STATION
X+XX.XX X+XX.XX
O MINIMUM TRENCH WIDTH SHALL BE THE PIPE DIAMETER PLUS 2 FEET FOR ALL PIPE DIAMETERS. PIPE SHALL BE CENTERED IN THE
TRENCH. TRENCH WIDTHS SHALL ALLOW PLACEMENT AND COMPACTION OF BACKFILL MATERIAL.
6 MAXIMUM DISTANCE BETWEEN PIPE WALL AND TRENCH WALL SHALL BE 18".
7 MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL GRADES UNLESS OTHERWISE SHOWN ON PROFILE DRAWINGS (36' MIN).
OEI SUPPORT PIPE WITH SANDBAGS AND SPOT LOAD PIPE AS REQUIRED DURING INSTALLATION OF CLSM IN PIPE ZONE AND
PIPE BEDDING AREAS.
l�9 DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED.
l0 ANY TRENCH CUTS WITHIN 4' FROM THE EDGE OF PAVEMENT, LANE LINE, CURB OR GUTTER SHALL HAVE THE PAVEMENT PATCH
EXTENDED TO THE EDGE OF PAVEMENT, LANE LINE, CURB OR GUTTER.
11 NO FLOATER LESS THAN S-0' ALLOWED.
12 PATCH MATERIAL SHALL BE LIKE IN KIND.
1 UPDATED. R"SED t REDRAWN SID epc 6/22/2W7
s
CITY OF SAN BERNARDINO APPROVED F2 4f 0� STANDARD
DEVELOPMENT SERVICES--PUBLIC WORKS/ENGINEERING NO.
TYPICAL DETAIL 310
RESTORATION PERMANENT
SURFACING/TRENCHING aTr aNEfR 1 OF 1
r
tery cS�.
SHORINq ESL Vr-GMCAL EWCAVATIOI.►S
p '4E f •,SKI-H , unit' rras+ura in p.%.r ..
l5 , C•e,F'{-tcient of c1c}iv! Car Ft, prebsure
sal/ 111A ur , Unit- wa;9h, •F ieif In p ,
F.t Dtpti•1 • txcovattion in Frtm+
usim Fo11o+.vkn9 "&+lugs or Ksw in design e�Shoringq
~ Kw 25 p•°F' For q%1 sells a><oePt vya+ sar+J, s.6}urat'G.d
►I So"t •r tsF�t �e,ttie el"
Kw = so P.c.F: For wet rof"'
lS1u = too pC.F- F-Or gn Hurc Fed Soil ar d For SoF t pl�sFi� Cigy
= P
- ,sl.+o¢tr.>� FnR uOPlNfrx CXCAV.dT1oN5
pre SSvre .n p.S.f.
yS c Cea FFa�en+ of ectwm cc, -I, rrG 9S�t ny
11 l w Un.t waic�l,} oF- Soi I 1n r..c f-
i
FI 1=7nr+{-. .F lycovo•ot ion in F_GCt
14 Use F-allew�r+� v�luGS OF 1,;uI k1r, -"I9^���orir�
Frjyr Vorie:e w.Fh al pt �F hale eF G.)(C�VO}.er, in {
-17�M o�erdnr.ce wi+}, F1c�ura 1� be,►sw i
P ►Sw =:scF For sr 1l seilta e�ceTTt .Nei- tsar,d
WC4 u ra tee Goi I,or 3o F•} pacts t 1'c c 1 c1 i� I
15w = So P c.i' F_r- wc+- sa,r,�
AIM l' n loo r+c.r- F-r sn}ursttQd soil a,nd F•r j
rso Fri" I.l e•st•ic C n _3 . (�
I„r �. i5W ��Crins�s uniF'ortrl4 From. rr,Dx�r►,Vn,
��[[gluG �Jr G7 v/_•.r+•1�or t�Gavo+1'or, 4•e tiro I
for a Slert. wl,et6e. ar+c�lG OF "r,ol'."c"',or�
G9uc,lt6-( See- Coa-e-rc,l Notre t4-. -6
Il1C � 14yt = 3ero
F'tciurZC 1
M. - S"012-INIC. FOR COMMINEfl VEIlLTICAt_ AMID il-4rINGs EKCAVi�T1QN5 1
—T - f
PI i1F PI c ,g r5w•Hr = Unit' prm55ur`e in p.Sr(uSG F511I voluc.
Per Fiqure. l C!_seMr.)
Ills \\ CIE PZ _ Uri}} preaSurC 1n P.s.tz (vertu col rewi-H. l Varies
un.fF"Ormli Fro rrr n voluC equal tD Avsz;• T
VYF+Gn 6 = gbe +er a -w nluG cquml +o a K.W.
*-ash•Tctm8) WL,an w O when j is less
[1'740n-e-' a .a•K•lu �
1be2S} B+ - Texi,
IS CoCf�ele►+} s� ctc�ive CJart17 prl�Url .
NT � t - l.ln1+ wt. Fo • t`pi� In p.c. F'
T : aepti, txeQvet+toe. to et .
h = DnPt}� eF v�rt iCal pay %ion of cxcx, 1,e.n 1r+ f!�
IIII Use FaflowinG vcilt.lCS o�,k,- ! Ind sign of skortr19
h {�LJ 2S �o f' for all %.-%I s eaceep wet• bc,nd,
tlaSturct t-ad soil � er soF'F p+l cls+ic cl cry ,
l5 w= 5o p e F. For wet t Sand
too qc F. For eot'urc%teA:l soil or+d For SOFF
I � =1 PIoS}iC cloy.
yENEZAL MOTES � so= Cie^tr.•l nI•Fe 4-
�• A1tJ.TS1c1•�LS: I
n,a arlals used for S400rtnfj,%hea+tn and le,gglnq to cor.+plylnq with+4,e provltt.ni eF l+ris%ftandnr�l
t opt'be new or used but skc,tl be Fret f rQen de ects and 8QI age 11,c,F rv,gF,t in any>ycly impair tFseirProlective
function.Thegrod4erstructural properties sucl+material%rut{edfort,F�er}nc� �Stxill csrresDOetd kvtissyF'Spe�iFie�:
IsMse drrtFotm building Cote or ettrrenf stt►nd.rsl grc�cltn8 and dresSln9 rules of i�,e west coast Lumbaralou�sAsen,
ors orpIi cc;61e, For 1iwe sh'.astn used. p
2.%V40MIWC, ROIZ EXCAVATIOr,lB 3
411. Uo0rin o xcovc, long consist-of vrr�a� in borij t.,tal and vertical spactn",t«oed al,or!nq members It esgloe!'
wi thA round shall be Mt less Flom 2 rwe+oa%1h1e15 and 6 tirches MAde,spcocad tv y e Feet-,axte^dL net From }er to 6011.01"!
-rem" son.Fvccwa+ion braces shall lot.�less than 4 tncl•res w4a and 44irio-•as Wicks
6• sharing ror exenva+isns retail bedeslgned by a GiviI erSt-ruc+urol engineer aegisttnrd in the $+ate of Cal ttlwr;n
fK tp(CaJC,ttoRa shell be deSic)ned to willratnnd net ills 11oc1n }he lead% indienFad For"'C Cosa invetv<d'on�innoCp
t=►r+vldinq Jess %+rcngf•h I'han0 System complying to the St.,+e OF* C`r,1'- ornicl,Derar+rnenF sF Ira us+rigl Ralt,}ienf
rucfien Sere+. erdtra. i
C. ►tlfv�a,lole design 1+resseb For lurnblr used• For shoring f'or cjccc�ve+lcns shell be per"mcurrer}edition of,fivrjenlF
7Vmq �dressing rules or Kit West Coast LumbermtnS ASSn, ex t }�� t.,a he in rensed 6t' S/ pllewable disk n stresses
fir ttJtesl members used In shoring Fbr eueavatiens #,am Ire.per�ht la�tesf tdi t n of tQ UniFerrn Dul�lrxj Ctde eXcer� that tb*4
wnoy loe increased by Ss% C
d• TFoa Cen+r.ar•or sl,-Il obFein s, .wnl Qrerr.+ht stu+ aivi ion
r e s eF'Ir+dus+tic, Sal'et;y o�SFoenro9+sloe used tasrJ
*srsll Oren furn;0?det,.ils.F'ssid +0rinq to++1e eit�� For uSG In the lnspec+ion of *7t.pre�tct. ,
�. Aryleo is the,c%ntiCirao+ed e+r+q,G�+{ w'I,ICh Hie ss11
In w*sll"F-ely %tor•id ftit"o-of s,1•,oringrbu+intp ease SL+oU
It jpcgnmtFer than 5't!' (I.u.a lope of +Frrte qquarters hori3ont•al f•e one vertical.)
4. N&"-ftrtss qra G 1 -t"-r�or s+rtttinq and lagglrsQ er+o bGUSGd providing t++e Folbrnr>� tiritl(ntSi ondSpotan9restollt
aeen+S are e�served ; Minimur" roug4r NrieKneK {sl,et Ing or logging Ftlnimur.r spoon •F fhonnq
i Inc-l•rls 4 fte•�
+y 1nel,as T Fmt
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#165
DESCRIPTION OF BENCH MARK
STATE Calif. COUNTY San Bdno. CITY OF SAN BERNARDINO DESIGNATION C2_7
USC & GS DESIGNATION Q-523 ADJUSTED ELEVATION METERS 325.9783
SAN BERNARDINO CO. DESIGNATION DATE 11/74 FEET 1069.480
CHARACTER OF MARK Brass Disk STAMPED 0_U3 195fi
ESTABLISHED BY USC b GS PARTY CHIEF p Galvez
NEAREST INTERSECTION Tippecanoe b 9th Street
DETAILED D1=SCRIPTION In the median strip 80' East along 9th St from Tippecanoe 0 a
10' Square underground pumproom, in the top of, and near the center of the West Pdae of
t_he concrete roof; 49.8' East of the West end of the median strip about 0.5' higher
than the street.
#E166 DESCRIPTION OF BENCH MARK
STATE COUP CITY OF SAN BERNARDINO DESIGNATION
USC b GS DESIGNATION ADJUSTED ELEVATION METERS
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CHARACTER OF MARK STAMPED
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Return to City EnewA s OM=—300 N.'D'Street San Bentardino,CA 92418
159 045
OPANER fj�CQF A DOCUMENT NO. _---
9 4 U (� ` G COUNTY OF SAN BERNARDINO, CALIFORNIA
NOTE '. -� pCNOTEs -TT ANr,I %IPJC MU5CUPIABE =-RIVE
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SURVEYOR'S CERTIFICATE COUNTY SURVEYOR'S CERTIFIC y 5 1�9t
THIS CORNER RECORD WAS PREPARED BY ME OR THIS CORNER RECORD WAS RECEIVED JJVv
UNDER MY DIRECTION IN CONFORMANCE WITH THE 19
LAND SURVEYORS ACTON TJl L)r /Z AN MINED A D 1 ED al" 19
n5 50AVEY PARTY CHEF FOr? TltE BY
jg94 CITY C1=SAN 9t9NRRDIA0 , LF.
SIGNED TITLE n
L.S. NO. S' 74 1.2
Ll COUNTY SURVEYOR S STATEMENT -
z
- - V
SHEET 2 OF 2
SURVEY MONUMENT PRESERVATION GUIDELINES
Aft
CALIFORNIA LAND SURVEYORS ASSOCIATION
& CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA
Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters
(In Cooperation with the Riverside & San Bernardino County Surveyors Office)
PREFACE:
The preceding public survey documents are provided from a search of records on file in the
City of San Bernardino, Office of the City Engineer.
All work is to be performed by a person or under the supervision of a person authorized to practice
Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions).
All new and replaced survey ties shall be by transit method.
The following regarding public works construction in the Public Right of Way is extracted from letter
from the above agencies, dated April 13, 2007:
NEW & RECONSTRUCTION PROJECTS
A. PRIOR TO CONSTRUCTION
(1.) The survey crew shall diligently search for all survey monuments of record and on the
surface of the road. It is suggested (that) the search (sh)ould include the use of a metal
detector. When the detector indicates the possibility of a buried survey monument,then
digging below the surface to uncover the monument within 2" of the road surface is
recommended.
(2.) The survey crew shall properly reference all found survey monuments, which may be
disturbed or covered during construction, to stable surface points.
(3.) The authorized surveyor shall properly complete a Corner Record or Record of Survey
for the monuments noted in (I)tem (2.), above. Prior to the start of any construction
work, the original or a print of the Corner Record or Record of Survey shall be submitted
to the County Surveyor for review, signature and filing.
B. AFTER CONSTRUCTION AND PRIOR TO RECORDING
NOTICE OF COMPLETION
1. All covered and disturbed monuments shall be reset with the same or more durable type
of monument as the original, in the surface of the construction. Key monuments shall be
a minimum 1" inside diameter iron pipe of appropriate length.
2. A monument box or other protective structure is recommended to be placed around key
monuments (section corners, quarter section corners).
3. The authorized surveyor shall properly complete a Corner Record of Record of Survey
for all set monuments with a change in character, including tag number, and submit it to
the County Surveyor for review, signature and filing.
NOTE: Parentheses above indicate changes to original text.
0
CONTRACT AGREEMENT
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this day of , 2008, between the
City of San Bernardino(hereinafter"City"), and
(hereinafter "Contractor").
1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and
performed by the CITY, and under the conditions expressed in the bond as deposited with the CITY, receipt of
which is hereby acknowledged, the CONTRACTOR agrees with the CITY, at the CONTRACTOR's own proper
cost and expense in the Special Provisions to be furnished by the CITY, to furnish all materials, tools and
equipment and perform all the work necessary to complete in good workmanlike and substantial manner the
SEWER IMPROVEMENTS
IN
INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05)
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9" STREET( SW 05-06)
"I" STREET - 17TH STREET TO 21sT STREET(SW 04-36 )
BY OPEN CUT AND PIPE BURSTING METHODS
AND
PAVEMENT REHABILITATION
ON
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET( SW 05-06 )
"I" STREET - 17TH STREET TO 21sT STREET(SW 04-36 )
STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET( SS 06-56)
in strict conformity with Plans and Special Provisions No. 11923A , and also in accordance with Standard
Specifications for Public Works/Construction, 2008 Edition, on file in the Office of the City Engineer, Public
Works Division, Department of Development Services City of San Bernardino, which said Plans and Special
Provisions and Standard Specifications are hereby especially referred to and by such reference made a part
hereof.
2. CONTRACTOR agrees to receive and accept the prices as set forth in the Bid Schedule as full
compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement;
also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or
obstructions which may arise or be encountered in the prosecution of the work and for all risks of every
description connected with the work; also for all expenses incurred by or in consequence of the suspension or
discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner
and according to the Plans and Special Provisions,and requirements of the Engineer under them.
3. The CONTRACTOR herein covenants by and for himself or herself, his or her heirs, executors,
administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination
against or segregation of, any person or group of persons on the basis of race,color, national origin,religion,sex,
marital status, or ancestry in the performance of this contract, nor shall the CONTRACTOR or any person
claiming under or through him or her, establish or permit any such practice or practices of discrimination or
segregation with reference to the selection of subcontractors, vendees, or employees in the performance of this
contract. Failure by the CONTRACTOR to carry out these requirements is a material breach of this contract,
which may result in the termination of this contract or such other remedy,as recipient deems appropriate.
AGREEMENT: SEWER MROVEMENTS IN INDUSTRIAL PARKWAY, CAJON BOULEVARD TO
LEXINGTON WAY ( SW 05-05 ), TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH
STREET ( SW 05-06 ), "I" STREET, 17TH STREET TO 21ST STREET ( SW 04-36 ) BY OPEN CUT
AND PIPE BURSTING METHODS,AND PAVEMENT REHABILITATION ON TIPPECANOE
AVENUE,WARM CREEK CHANNEL TO 9TH STREET(SW 05-06),"I" STREET, 17TH STREET TO
21ST STREET(SW 04-36),STERLING AVENUE, HIGHLAND AVENUE TO PUMALO STREET(SS
06-56)
4. CITY hereby promises and agrees with the said CONTRACTOR to employ, and does hereby
employ the said CONTRACTOR to provide the materials and to do the work according to the terms and
conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the
time, in the manner, and upon the conditions above set forth; and the same parties for themselves, their heirs,
executors,administrators, and assigns,do hereby agree to the full performance of the covenants herein contained.
5. It is further expressly agreed by and between the parties hereto that should there be any conflict
between the terms of this instrument and the bid of said CONTRACTOR, then this instrument shall control and
nothing herein shall be considered as an acceptance of said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties of these presents have executed this contract in four (4)
counterparts, each of which shall be deemed an original in the year and day first above mentioned.
CONTRACTOR CITY OF SAN BERNARDINO
Name of Firm:
BY:
FRED WILSON, City Manager
City of San Bernardino
BY:
TITLE: ATTEST:
MAILING ADDRESS:
RACHEL G. CLARK
City Clerk
PHONE NO.:L--) APPROVED AS TO FORM:
ATTEST: L, 2 ��,
S F. PENMAN, City Attorney
Secretary
NOTE: Secretary of the Owner should attest.
If Contractor is a corporation, Secretary should attest.
w
r
24A-1.03 PULL BOXES - Pull boxes shall be 43-1/2 (except as shown on the Plans)
and installed flush with top of curb or concrete sidewalk.
Plastic pull boxes will not be allowed.
Mark all covers "CITY OF SAN BERNARDINO" and "TRAFFIC".
24A-1.04 CONDUCTORS - Conductors and wiring shall conform to the provisions
in Section 209-5.8.2.3, "Conductors", and these Special Provisions.
Loop wire shall be Type 2.
Loop detector lead-in shall be Type C.
Nylon-jacketed conductors shall not be used.
Splices shall be insulated by Method "B" as provided on Caltrans Standard Plans ES-13A.
-' 24A-1.05 INDUCTIVE LOOP DETECTOR - Inductive loop detectors shall
conform to the provisions in Section 209-5.8.2, "Inductive Loop Detectors" of the Standard
Specifications, and these Special Provisions.
The Contractor shall install a 6 foot diameter circular loop, Type E, as shown on the
Plans. The sides of the slot shall be vertical and the minimum radius of the slot entering and
leaving the circular part of the loop shall be 1-1/2 inch. Slot width shall be a maximum of 5/8
inch. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be filled with
elastomeric sealant or hot-melt rubberized asphalt sealant.
24A-1.06 SEALANT - Elastomeric sealant or hot-melt rubberized asphalt sealant
shall conform to the provisions in Section 209-5.8.2.4, "Sealants" of the Standard Specifications,
and these Special Provisions.
Residue resulting from slot cutting operations shall not be permitted to flow across
shoulders or lanes occupied by public traffic and shall be removed from the pavement surface.
Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant.
CP_Sd
Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as
follows:
After conductors are installed in the slots cut in the pavement, paint binder
shall be applied to all surfaces of slots in accordance with the provisions in Section
302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer.
Temperature of sealant material during installation shall be above 70°F.
Sealant placed in the slots shall be compacted by use of an 8-inch diameter by 1/8-
inch thick steel hand roller or other tool approved by the Engineer. Compacted
conductor coverage shall be one inch. Excess sealant remaining after rolling shall not
be reused. On completion of rolling, traffic will be permitted to travel over the
sealant.
24A-1.07 TESTING - The Contractor shall test inductive detector loops in
accordance with Section 86-2.14B, "Field Testing", of the Caltrans Standard Specifications, and
as directed by the Engineer.
An operating test consisting of five (5) days of trouble-free operation shall be
satisfactorily completed prior to acceptance by the Engineer.
Functional testing shall conform to the provisions in Section 86-2.14C, "Functional
Vesting", of the Caltrans Standard Specifications and these Special Provisions.
The Contractor shall test the detectors with a motor-drive cycle, as defined in the
California Vehicle Code, that is licensed for street use by the Department of Motor Vehicles, of
the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the
engine displacement shall not exceed 100 cubic centimeters. Special features, components or
vehicles designed to activate the detector will not be permitted. The Contractor shall provide an
operator who shall drive the motor-driven cycle through the response or detection area of the
detector at not less than 3 miles per hour nor more than 7 miles per hour. The detector shall
provide an indication in response to this test.
24A-1.08 REMOVING ELECTRICAL EQUIPMENT - Removal of any existing
electrical equipment shall conform to the provisions in Section 86-7.01, "Removing Electrical
Equipment", of the Caltrans Standard Specifications and these Special Provisions. Any existing
electrical equipment removed shall not be reused, especially conductors, detectors and fuse
boxes, and they shall become the property of the Contractor.
cn cc
24A-1.09 PAYMENT - The contract bid unit price paid per each for "REPLACE
Existing Traffic INDUCTIVE LOOP DETECTOR" shall include full compensation for
furnishing all materials, tools and equipment and for doing all the work involved in the
installation of the inductive loop detector lead-in cable and inductive detector loops, including all
the appurtenant facilities, saw cutting, splicing, testing, removing sealant and cleaning existing
conduit, removing dirt/debris from existing pull boxes, to replace existing complete in place, as
shown on the Plans, per the Standard Specifications (Green Book), the Caltrans Standard
Specifications, these Special Provisions and as directed by the Engineer, and no additional
compensation shall be allowed therefor.
SP-5(
25A-1.07 PAVEMENT REPLACEMENT - When it is necessary to break pavement
in order to lay the sewer lines shown on the construction drawings, the existing pavement shall
be cut vertically as nearly as possible to a straight line by a method approved by the City of San
Bernardino, Public Works Division, Department of Development Services, as shown on the
Plans. The pavement so removed shall be hauled away and shall be replaced with like material.
All pavement removal and replacement shall conform to the standards and specifications of the
governing body having jurisdiction and shall meet with their approval. The Contractor shall be
responsible for removing, disposing of, and replacing all necessary pavement. All paving shall
be inspected by the Public Works Division Engineer. It is understood by the Public Works
Division that all pavement replacement by this construction is not the responsibility of the
Municipal Water Department.
25A-1.08 INSTALLATION - All foreign matter and dirt shall be removed from the
interior of the valve box prior to adjustment of the water meter box or water valve cover.. The
pipe shall be inspected for defects. Any defective, damaged, or unsound pipe shall be
immediately reported to the Engineer.
The Contractor shall at all times take care to protect and preserve all improvements. All
pipe and materials which, in the opinion of the Water Department, have been damaged shall be
replaced by the Contractor at his own expense.
All existing gate valves shall be shut off by Water Department staff. All service, valves,
and corporation stops shall be shut off by Contractor under Water Department inspection.
All valves 4" and larger shall be operated by Water Department staff only.
25A-1.09 PAYMENT -- Full compensation for adjusting of water meter and water
valve enclosures, including furnishing all materials and equipment, and for doing all the work
involved in the adjustment, complete in place, per the Standard Specifications, as specified in
these Special Provisions, and as directed by the Engineer, shall be considered as included in the
various contract bid items of work, and no additional compensation will be allowed therefor.
The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the
Standard Provisions shall not apply to adjusting water valve enclosure and water meter box and
covers, and no adjustment shall, therefore, be made in the contract unit price for increased or
decreased quantities of adjusting utility facilities.
SP-59
SECTION 26
BLANK
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SECTION 27
27-1 CONCRETE STRUCTURES
27-1.01 GENERAL -- Portland Cement Concrete construction shall comply with
Section 201-1, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and Section
201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown on the
Plans, Standard Drawings and these Special Provisions.
Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5)
inches.
Class 2 surface finish will not be required on any portion of the concrete structures.
The quantities shown on the bid sheet for concrete for the various structures shall be
considered final quantities for payment for these items unless the Engineer revises the
dimensions of the work shown on the Plans. If such dimensions are revised, and such revisions
result in an increase or decrease in the quantities of such work, the final quantities for payment
will be revised in the amount represented by the changes in the dimensions. The estimated
quantities for such specific portion of the work shall be considered as approximate only and no
guarantee is made that the quantities which can be determined by computations, based on the
details and dimensions shown on the Plans, will equal the estimated quantities. No allowance
will be made in the event that the quantities based on computations do not equal the estimated
quantities.
27-1.02 CONCRETE ENCASEMENT NO. 2 -- Concrete encasement shall be
constructed in accordance with the City's Standard Plan No. 309, No.2, and as directed by the
Engineer.
27-1.03 PAYMENT -- The contract bid price paid per linear foot for
"CONCRETE ENCASEMENT NO. 2" shall include full compensation for providing all the
materials, tools and equipment, and for doing all the work involved in constructing concrete
encasement for the various sizes of pipe, complete in place, as shown on the Plans, per the
Standard Specifications, these Special Provisions, and as directed by the Engineer, and no
additional compensation shall be allowed therefor.
SECTION 28
28-1 IMPORTED BACKFILL
AS ORDERED BY THE ENGINEER
28-1.01 GENERAL - Imported backfill material, when ordered by the Engineer,
shall comply with Section 306-1.3.7, "Imported Backfill" of the Standard Specifications.
28-1.02 PAYMENT - The contract bid unit price paid per ton for "IMPORTED
BACKFILL, as Ordered by the Engineer" shall include full compensation for all material,
tools, equipment and work involved in furnishing and placing imported backfill, complete in
place, per Plans, the Standard Specifications and as directed by the Engineer, and no additional
compensation will be allowed therefor.
The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the
Standard Specifications shall not apply to imported backfill for trenches, and no adjustment
therefor shall be made in the contract unit price for increased or decreased quantities of imported
backfill for trenches.
C,r% ,n
SECTION 29
29-1 SHORING OF EXCAVATION
29-1.01 GENERAL - The Contractor shall furnish all labor, equipment, and
materials required to design, construct, maintain, replace, and remove all shoring, sheeting
lagging, cribbing, piling or other types of support for the walls of the open excavations required
for the construction of this project.
29-1.02 PERFORMANCE - Attention is directed to the "Construction Safety
Order", "Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety
Order", issued by the Division of Industrial Safety of the State of California, Department of
Industrial Relations and to any and all other applicable laws ordinances, or regulations to which
the Contractor is required by law to conform. He shall provide himself with copies of these
"Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by
the requirements thereof. The requirements concerning shoring, sheeting, and bracing of
excavations and those concerning warning signs, lights and barricades are of particular
importance.
All excavations 5 or more feet in depth shall be braced in accordance with the
requirements of Section 306-1.1.6 of the Standard Specifications.
The Contractor shall take precautionary measures to protect, in place, all existing
structures and fences during excavation.
The Contractor shall submit to the Engineer, at least 48 hours in advance of any
excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to
be made for worker protection from the hazard of caving ground during an excavation. No
excavation shall be done until such plan has been approved in writing by the Engineer, and a
permit has been obtained from the State Division of Industrial Safety in accordance with the
requirements of Section 7-10.4.1 of the Standard Specifications.
The Contractor shall have on file with the City of San Bernardino, Department of
Development Services, Division of Public Works, a copy of CAL/OSHA permit for any
excavation over five feet in depth and into which persons are required to descend.
29-1.03 PAYMENT - The contact bid lump sum price paid for "SHORING OF
EXCAVATION", shall be deemed to include full compensation providing all equipment and
material and for doing all the work involved in the shoring of excavation, in compliance with all
the requirements of this section of the Special Provisions, per the Standard Specifications, and as
directed by the Engineer, and no additional compensation will be allowed therefor.
(1 T !A
SECTION 30 THROUGH SECTION 32
BLANK
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SECTION 33
33-1 SEWER PIPE
33-1.01 GENERAL -- Sewer pipe, of the sizes shown on the Plans, shall comply
with Section 207-17, "PVC Plastic Pipe", of the Standard Specifications and these Special
Provisions.
Solid wall PVC plastic pipe shall have a Standard Deflection Ratio ( SDR ) of 26 or less
(stiffer).
33-1.02 INSTALLATION -- Sewer i e of the sizes shown on the Plans shall be
�I
Pp
installed in accordance with manufacturers recommendation and with Section 306,
"Underground Conduit Construction", of the Standard Specifications.
The Contractor shall make all excavations necessary to construct and install all pipelines
shown on the Plans. Excavation shall include the removal of all asphalt and/or concrete
would interfere with the
n other materials or obstructions of
an nature that pavement and p Y
excavation of the work.
Concrete roadbed may be under the existing asphalt pavement. The Contractor shall be
Y g p p
prepared to saw cut the existing roadway improvements in the course of performing the sewer
main and lateral work of this project.
i
All removed asphalt, concrete and other unsuitable materials shall become the property of
j the Contractor and shall be disposed of outside of the right-of-way in accordance with Section
300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard
Specifications.
The minimum width of excavation for sewers shall be 12 inches (6 inches on each side)
more than the exterior diameter of the pipe, exclusive of bells and branches. Where sheeting is
placed, the width shall be to the face of the sheeting.
The maximum width of the excavation measured at the top of the pipe, which includes the
width required for sheeting, shall be 16 inches (8 inches on each side) more than the outside
diameter of the pipe, exclusive of bells and branches.
NNW,,, Bedding material shall conform to the requirements of Section 306-1.2.1, "Bedding" of
the Standard Specifications.
Where the foundation consists of soft or yielding material, a minimum of 4 inches of
b eddin g shall be provided. The cost of furnishing and placing imported bedding material shall
be included in the price bid for pipe installed complete in place, and no additional compensation
i
will be allowed therefor.
If the bottom of the excavation is found to consist of rock or any material that by reason
of its hardness cannot be excavated to give a uniform bearing surface, said rock or other
materials shall be removed for at least 3 inches below the bottoms of the pipe and be refilled to
grade, at the Contractor's expense, with bedding material.
d
33-1.03 TESTING PIPELINES -- The pipe lines shall be tested in accordance with
1
Section 306-1.4.4, "Air Pressure Test", of the Standard Specifications. In addition to the "Air
Pressure Test", a "Mandrel Test" shall be used for PVC pipe, in accordance with Section 306-
1.2.12 of the Standard Specifications and these Special Provisions.
After backfilling a compaction of PVC pipe, the sewer pipeline shall be cleaned and
mandrelled. The mandrel shall be rigid with 9 runners. Its length shall be greater than or equal
to the pipe diameter, and diameter of the mandrel shall be at least 96 percent of the specified
inside diameter of the pipe being tested. A valid certification of the mandrel's dimensional
integrity shall be provided and the Engineer must approve the mandrel prior to testing. Mandrel
testing shall be performed in the presence of the Engineer. In pipes where the mandrel sticks, the
pipe shall be dug up and replaced as deemed necessary by the Engineer, backflled, compacted,
and retested with the mandrel.
j
A pipe "Deflector" or "Rerounder", shall not be used to reround over deflected pipes.
s
33-1.04 ABANDONMENT OF CONDUCT -- BLANK
33-1.05 BYPASSING SEWAGE -- The Contractor, when required, shall provide
for the flow of sewage around the section or sections of pipe designated for repair. The bypass
shall be made by plugging the line at an existing upstream manhole and pumping the flow into a
downstream manhole or adjacent system. The pump and bypass lines shall be of adequate
capacity and size to handle the flow. The City may require a detail of the bypass plan to be
submitted.
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33-1.06 PAYMENT -- The contract bid unit price paid per linear foot, for the
various sizes of sewer pipe, shall include full compensation for providing all the material, tools
and equipment, and for doing all the work involved in the installation of sewer main, complete in
place, including saw cut and removal of asphalt and/or concrete pavement, performing all
excavation, bedding and backfill, restoring asphalt concrete pavement, per the Plan, the Standard
Specifications and as directed by the Engineer, and no additional compensation will be allowed
therefor.
Payment for excavation, including removing asphalt concrete or concrete surfacing, shall
be considered as included in the contract bid unit price paid for the various sizes of sewer pipe,
and no additional compensation will be allowed therefor.
Imported backfill will be paid for as a separate item of work
Costs for compaction testing ordered by the Engineer shall be paid for in the following
manner:
s
1. Tests which do not meet the required relative compaction shall be paid for by
the Contractor, as a deduction from his contract.
2. Tests which do meet the required relative compaction will be paid for by the
City.
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SECTION 33C
33C-1 RECONNECTION AND ADJUSTMENT OF SEWER LATERALS
33C-1.01 GENERAL -- Reconnection and adjustment of sewer laterals shall
conform to the provisions of Section 306-6, "Remodeling Existing Sewer Facilities", of the
Standard Specifications, these Special Provisions, the City Standard Drawing No. 308,
"Remodeling of Sanitary Sewer House Connections", and as directed by the Engineer.
The Contractor shall schedule his operations so that the time and length requirements
specified below for open trench shall not be exceeded.
1. Time Requirements for Open Trench --
At any location, the trench excavation, pipe and conduit installation, and backfill
and the specified permanent surfacing shall be satisfactorily completed as soon as
practical, but in no case more than 15 calendar days after removal of the existing
pavement or surfacing.
2. Length Requirements for Open Trench --
Except by permission of the Engineer, the maximum length of open trench where
prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary
to accommodate the amount of pipe and conduit installed in a single day,
whichever is the greater, in accordance with Section 306-1, "Open Trench
Operations", of the Standard Specifications.
33C-1.02 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL --
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
33C-1.03 CUT AND RECONNECTION OF EXISTING SEWER LATERAL -- Cut
of existing sewer lateral and extension and reconnection to new sewer main shall be performed
in accordance with Section 306-6, "Remodeling Existing Sewer Facilities", City of San
Bernardino Standard No. 308, and as directed by the Engineer.
33C-1.04 PLUG OF ABANDONED PORTION OF EXISTING SEWER LATERAL
-- Plug of the abandoned portion of existing sewer lateral shall be a 6" thick wall of cement
mortar at open ends, and as directed by the Engineer.
33C-1.05 BACKFILLING, BEDDING AND DENSIFICATION -- Backfilling,
bedding and densification shall comply with the requirements of Section 306-1.3, "Backfilling,
Bedding and Densification", of the Standard Specifications, pipe manufacturer's installation
instructions and details, and these Special Provisions and as directed by the Engineer.
Outside the traveled way, in areas to receive concrete, soil shall be compacted to a
relative density of not less than 90%.
Backfill for trenching under the traveled way shall be compacted to a relative compaction
of a minimum of 90%.
Subgrade for asphalt concrete pavement in the traveled way shall be compacted to a
relative density of not less than 95% down to a depth ending at the 12" minimum of 90%
compacted cover over the pipe.
Under no circumstances shall truck wheels be used for compacting soil.
33C-1.06 ASPHALT CONCRETE -- Asphalt concrete shall comply with the
requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete
Pavement", of the Standard Specifications and these Special Provisions.
Temporary resurfacing shall comply with the requirements of Sub-section 306-1.5.1,
"Temporary Resurfacing", of the Standard Specifications and these Special Provisions.
Temporary resurfacing shall be placed over all backfill in streets, or other areas where the
Contractor's operations have resulted in the removal of existing paving.
Temporary resurfacing shall be placed as soon as the backfill is densified to the relative
density or immediately when so directed by the Engineer.
Permanent resurfacing shall comply with the requirements of Sub-section 306-1.5.2,
"Permanent Resurfacing", of the Standard Specifications and these Special Provisions.
1
Permanent trench resurfacing shall be the "T" trench system, with a minimum thickness
of 4" of new asphalt concrete, or 1" more in thickness than existing pavement, whichever is
greater. Cold mill or grind existing asphalt pavement to a depth of 0.15' within the trench area
and to at least 1.0' beyond the edges of the trench opening, than overlay asphalt concrete flush
with the existing street, as shown on the revised CITY Standard No. 310, and as directed by the
Engineer.
The Performance Grade of the asphalt concrete shall be PG 64-10.
A self-propelled machine will not be required for any trench that is 2 feet or less in width.
A tack coat shall be applied as directed by the Engineer.
33C-1.07 PAYMENT -- The contract bid unit price per each for "CUT &
RECONNECT Existing SEWER LATERAL" shall include full compensation for providing
all the material, tools and equipment, and for doing all the work involved in the cut of the
existing lateral and the reconnection of the existing sewer lateral to the new sewer main,
including saw cutting, removing and disposing of existing asphalt concrete or concrete
pavement, constructing bedding, backfill and replacing asphalt pavement in roadbed area, plug
of any abandoned sewer main, plug of the non-active old lateral connection and extension of
sewer lateral to new sewer main, per the Plan, the Standard Specifications, these Special
Provisions and as directed by the Engineer, and no additional compensation shall be allowed
therefor.
Imported backfill will be paid for as a separate item of work.
Costs for compaction testing ordered by the Engineer shall be paid for in the following
manner:
(1) Tests which do not meet the required relative compaction shall be paid for by the
Contractor, as a deduction from his contract.
(2) Tests which do meet the required relative compaction will be paid for by the City.
en '71
3 .
SECTION 33D
33D-1 PNEUMATIC PIPE BURSTING
33D-1.01 GENERAL DESCRIPTION -- This specification shall cover the
rehabilitation of existing sanitary sewers using the GRUNDOCRACK PIPE BURSTING
SYSTEMTM , or approved equal. Pipe bursting is a system by which the pneumatic burster unit
splits the existing pipe while simultaneously installing a new Polyethylene Pipe of the same size
or larger size pipe where the old pipe existed. Existing sewer service house connections are then
reconnected. The newly install Polyethylene Pipe is inspected by television. and the installation
is completed in accordance with the Plans and these Special Provisions.
Only pneumatically operated equipment, with either front or rear expanders for the proper
connection to the Polyethylene Pipe, will be allowed for use. The pneumatic tool must be used
in conjunction with a constant tension/variable speed winch. The winch shall have twin cable
pulling capstans with twin hydraulic drive motors and twin gearboxes for independent operation
of either 20, 10, or 5 tons. The size of the winch depends on the diameter of the pipe to be
replaced. In no case is the constant tension on the winch to exceed 20 tons.
33D-1.02 QUALIFICATIONS -- The Contractor shall be certified by the particular
pipe bursting system manufacturer to insure that such a company is a fully trained user of the
pipe bursting system.
Polyethylene pipe jointing shall be performed by personnel trained in the use of butt-
fusion equipment and recommended methods for new pipe connections. Personnel directly
involved with installing the new pipe shall have received training in the proper methods for
handling and installing the polyethylene pipe. Training shall have been performed by qualified
representatives.
The Contractor shall "Hold Harmless" the City, and/or its representatives, in any legal
action resulting from patent infringements.
CID 71
33D-1.03 SUBMITTALS -- Submit the following contractor's drawings:
1. Shop drawings, catalog data, and manufacturer's technical data showing
complete information on material composition, physical properties, and
dimensions of new pipe and fittings. Include manufacturer's
recommendations for handling, storage, and repair of pipe and fittings
damaged.
2. Method of construction and restoration of existing sewer service
connections. This shall include:
a. Detail drawings and written descriptions of the entire construction
procedure to install pipe, bypass sewage flow and reconnection of
sewer service connections.
3. Certification of workers training for installing pipe.
4. Television inspection reports and videotapes made after new pipe
installation.
33D-1.04 DELIVERY, STORAGE, AND HANDLING -- Transport, handle and
store pipe and fittings as recommended by manufacturer.
If new pipe and fittings become damaged before or during installation, it shall be
repaired as recommended by the manufacturer or replaced, as required by the Engineer,
at the Contractor's expense before proceeding further.
Deliver, store and handle other materials as required to prevent damage.
33D-1.05 METHODS FOR NEW PIPE INSTALLATION -- The method approved
for rehabilitation of existing sewer mains by pipe bursting and installation of new polyethylene
pipe is T. T. Technologies' GRUNDOCRACKTM SYSTEMS (800-533-2078), or approved
equal. The Contractor performing the work described in this Section must be an existing
licensee to perform pipeline replacement operation using the pipe bursting methodology patented
by Advantica Technologies (British Gas Plc). The Contractor, or Subcontractor, shall be trained
by the respective manufacturer of the pipe bursting equipment in the use of that machinery. The
Contractor, or Subcontractor, shall provide certification from the manufacturer that the
Contractor, or Subcontractor, has been trained and is proficient in the use of the equipment.
Only the Contractor, or Subcontractor's, employees trained and certified shall perform the work
at the work site. See accompanying list for your closest trained contractor that is licensed by
Advantica Technologies.
V T ^7'1
PLEASE NOTE THAT using an unlicensed contractor who does not have an Advantica
Technologies method license that caused them to pay royalties to Advantica Technologies can
put you in violation of Advantica Technologies patents.
Using an unlicensed contractor could cause the owner who is releasing and getting the
benefit of the work to legal exposure. Further assistance or information, contact Peter
McCallum, of Advantica Technologies, directly at (713-586-7000) or Mobile (403-238-6937).
33D-1.06 MATERIALS -- Polyethylene Plastic Pipe shall be High-Density
Polyethylene (HDPE) Pipe and meet the applicable requirements of ASTM F714 Polyethylene
(PE) Plastic Pipe (SDR-PR) based on Outside Diameter, ASTM D1248, ASTM D3350.
High Density Polyethylene (HDPE) Pipe manufacturers recommend minimum wall
thickness of SDR 17 for pipe bursting installations.
The following shall apply:
1. Sizes of the insertions to be used shall be such to renew the sewer to its
original or greater than flow capacity.
2. All pipes shall be made of virgin material. No rework except that obtained
from the manufacturer's own production of the same formulation shall be
used.
3. The pipe shall be homogenous throughout and shall be free of visible cracks,
holes, foreign material, blisters, or other deleterious faults.
4. Material color shall be white, black or whatever is specified with interior of
pipe having a light reflective color to allow easieribetter viewing for television
inspection.
5. Other pipe materials may be considered, the pipe bursting equipment
manufacturer shall be consulted for feasibility.
33D-1.07 TESTS -- Tests for compliance with this Section shall be made as
specified herein and in accordance with the applicable ASTM Specification and Section 207-18,
"Annular High-Density Polyethylene Pipe with Smoot Interior, Corrugated Exterior, with Bell
and Spigot Joints (type S)", of the Standard Specifications. A certificate of specifications shall
be furnished, upon request, by the manufacturer for all material furnished under this Section.
Polyethylene plastic pipe and fittings may be rejected to meet any requirements of this Section.
cn -fn
33D-1.08 EQUIPMENT -- The pneumatic pipe bursting tool shall be
designed and manufactured to force its way through existing pipe materials by fragmenting the
pipe and compressing the old pipe sections into the surrounding soil as it progresses. See
manufacturer's specifications for what size tool should be used in what diameter or pipe, as well
as parameters of what size tool for percentage of upsize allowed.
The pipe bursting tool shall be pulled through the sewer by a winch located at either
upstream or downstream manhole. The bursting unit shall pull the HDPE pipe, attached to the
sleeve on the rear of the burster, with it as it moves forward.
The bursting action of the tool shall increase the external dimensions sufficiently, causing
breakage of the pipe and at the same time expending the surrounding ground, creating the void
into which the burster can be winched forward.
The bursting head shall incorporate a shield/expander to prevent collapse of the hole
ahead of the HDPE pipe insertion. The pipe bursting unit shall be remotely controlled.
The burster shall have its own forward momentum while being assisted by winching. A
hydraulic winch shall give the burster friction by which it can be moved forward. To form a
complete operating system, the burster must be matched to a constant tension hydraulic winching
system.
33D-1.09 WINCH UNIT -- A winch shall be attached to the front of the bursting
unit, connecting to, or throughout, the advanced guide head technology. The winch shall provide
a constant tension to the burster in order that it may operate in an efficient manner. The winch
shall have twin capstan with twin hydraulic drive motors and twin gear boxes for independent
operation.
The winch shall be hydraulically operated, providing a constant tension throughout the
operation. The winch shall be of the constant tension type, but shall be fitted with a direct
reading load gauge to measure the winching load.
The winch must automatically maintain a constant tension at a set tonnage reading.
The constant tension winch shall supply sufficient cable in one continuous length so that
the pull may be continuous between approved winching points (manholes or as directed by the
Engineer).
The winch, cable and cable drum, must be provided with safety cage and supports so that
it may be operated safely without injury to persons or property.
C,T ^f L
The Contractor shall provide a system of guide pulleys and bracing at the exit pit to
minimize cable contact with the existing line between launch and exit pits.
The supports to the trench shoring in the insertion pit shall remain completely separate
from the winch boom support system and shall be so designed that neither the pipe nor the winch
cable shall be in contact with them.
The winch shall have twin capstan with twin hydraulic drive motors and twin gear boxes
for independent operation. In no case shall the winch cable storage spool be considered part of
the twin capstan pulling system.
33D-1.10 SEWER SERVICE CONNECTIONS -- All sewer service connections
shall be identified and located prior to the pipe insertion to expedite reconnection. Upon
commencement, pipe insertion shall be continuous and without interruption from one manhole to
another, expect as approved by the Engineer and/or his representative. Upon completion of
insertion of the new pipe, the Contractor shall expedite the reconnection of services so as to
minimize any inconvenience to the public.
Sewer service connections shall be connected to the new pipe by various methods. The
saddles should be made of a material compatible with that of the pipe. Fusion of saddle
connection to the main is the only means of assuring a complete lead-free joint.
Electrofusion saddles, as manufactured by Central Plastics or approved equal, shall be
installed in accordance with the manufacturer's recommended procedures.
Conventional Fusion saddles, as manufactured by Central Plastics; Phillips Driscopipe;
Plexco or approved equal, shall be installed in accordance with the manufacturer's recommended
procedures.
Connection of the new service lateral* to the mainline shall be accomplished by means of
a compression-fit service connection. The service connection shall be specifically designed for
connection to the sewer main being installed, and shall be INSERTA TEETM as manufactured by
Fowler Manufacturing Co. Hillsboro, Oregon, (503-357-2110) or approved equal. The
Contractor shall install the connection using procedures and equipment as referenced in
manufacturer's written installation instructions.
0 P-7f
*TYPES AVAILABLE FOR ALL MAINLINES:
TYPES GASKETTED BELL GASKETTED BELL
SDR 35 IPS/SCH 40
PVC Hub ASTM D3034 SDR 35 ATM D3034 SDR 26
Rubber Boot .ASTM C443 ASTM C443
Band 301 SS 301 SS
Screw 305 SS 305 SS
Housing 301 SS 301 SS
Gasket ASTM F477
33D-1.11 PREPARATION — BYPASSING SEWAGE -- The Contractor, when and
where required, shall provide diversion for the pipe bursting/replacement process with by-pass
pumping. The pumps and by-pass lines shall be of adequate capacity and size to handle all
flows. All costs for by-pass pumping, required during installation of the pipe, shall be
considered as included in the contract bid price per linear foot for pipe replacement by the pipe
bursting method.
The Contractor shall be responsible for continuity of sanitary sewer service to each
facility connected to the section of sewer during the execution of the work.
If sewage backup occurs and enters buildings, the Contractor shall be responsible for
clean up, repair, property damage cost and claims.
33D-1.12 TELEVISION INSPECTION -- Television inspection of pipelines shall
be performed by experienced personnel trained in locating breaks, obstacles and service
connections by closed circuit color television. Television inspection shall include the following:
1. Video tapes (post) to be submitted to the City before final invoice. Normal pipe
bursting practice includes video taping and evaluation of the existing pipe during
the design phase of the project, or prior to commencement of pipe bursting
operations.
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2. Video tapes shall remain the property of the City; the Contractor shall retain a
second copy for his/her use.
3. All flows tributary to the reach of sewer being inspected are to be completely by-
passed around the reach during inspection, if necessary and required by the City.
4. Post construction video tape, upon completion of reconstruction of each reach of
sewer, shall have the voice description, as appropriate, and stationing of services
indicated. Data and stationing to be on video.
5. Should any portion of the inspection tapes be of inadequate quality or coverage, as
determined by the City, the Contractor will have the portion re-inspected and
video taped, at no additional expense to the City.
33D-1.13 CONSTRUCTION METHOD -- Equipment used to perform the work
shall be located away from buildings to avoid noise impact. The Contractor shall provide a silent
engine compartment with the winch to reduce machine noise as required to comply with sound
level requirements.\\
The contractor shall install all pulleys, rollers, bumpers, alignment control devices and
other equipment required to protect existing manholes, and to protect the pipe from damage
during installation. Lubrication may be used as recommended by the manufacturer. Under no
circumstances will the pipe be stressed beyond its elastic limit. The winch line is to be centered
in the pipe to be burst with an adjustable boom.
The installed pipe shall be allowed the manufacturer's recommended amount of time, but
not less than four (4) hours, for cooling and relaxation due to tensile stressing prior to any
reconnection of service lines, sealing of the annulus or backfilling of the insertion pit.
Sufficient excess length of new pipe, but not less than four (4) inches, shall be allowed to
protrude into the manhole to provide for occurrence. Restraint of pipe ends shall be achieved by
means of Central Plastics Electrofusion couplings (800) 654-3872, or approved equal. The
Electrofusion couplings shall be slipped over pipe ends against the manhole wall and fused in
place. Installation of Electrofusion couplings shall be done in accordance with the manufacturers
recommended procedures.
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Following the relaxation period, the annular space may be sealed. Sealing shall be made
with material approved by the Engineer, and/or his representative, and shall extend a minimum
of eight (8) inches into the manhole wall in such a manner as to form a smooth, uniform,
watertight joint. The terminating pipe ends in manholes shall be connected by Central Plastics
Electrofusion couplings, or approved equal, to eliminate ground water infiltration. Installations
of Electrofusion couplings shall be done in accordance with the manufacturers recommended
procedures.
Launch and receiving excavations pits need to be long enough to properly align the
bursting tool with the existing pipe and to allow the HDPE pipe to make a graceful "S" Bend out
of the pit and transition to the street above. A good rule of thumb to use is to multiply the depth
of the existing pipe by a factor of 4. The product is an approximate minimum launch pit length.
Example: Existing pipe is 8' deep; 8' depth x 4 = 32' launch pit length. Receiving pits
need to be long enough.to easily remove the bursting tool/expander combination leaving a
couple of feet of the HDPE pipe to work with.
The Contractor shall note the following:
I. Window Method — Up to 12" diameter HDPE pipe, the Contractor shall use
the "windowing" method where necessary, to prevent damage to surrounding
infrastructure. This method is described in T. T. Technologies, Inc's "Pipe
Bursting Operation Manual". Both entrance and exit procedures may be
conducted.
Underground utility locates must be performed prior to determining the
necessity and feasibility of the "windowing" method.
2. Tool Removal Back to Starting Pipe via Being Pulled Back Out of the newly
Installed HDPE Pipe. The Contractor shall use the GRUNDOCRACKTM
PCG System, or approved equal, when an exit pit is difficult due to
underground utility placement or surrounding infrastructure. The PCG
System uses a pneumatic tool with a special head expander. The PCG tool
also uses a remote controlled reverse procedure to allow reversing the
GRUNDOCRACKTM tool for removal back through the newly installed
HDPE pipe. In all cases, the tool must have the ability to operate in reverse to
prevent damage to the HDPE pipe during removal.
4P-79
3. Service Connections — Excavations for laterals should be to depth of 1 foot
below the lateral. This will help to prevent uneven expansion of the soil by
the bursting tool. This will avoid creating a hump in the new pipe at lateral
connections. In some soil conditions, it will be important to only dig the
lateral to the invert of the host pipe. This will help to prevent creating sags at
lateral connections. These are usually lateral connections where leakage has
been occurring for some time causing the soil to be softer than the rest of the
pipeline.
33D-1.14 FIELD TESTING -- After the existing sewer is completely replaced, the
Contractor shall internally inspect with a television camera and video tape as required. The
finished tape shall be continuous over the entire length of the sewer between two manholes and
clearly show the section to be free from visual defects.
Defects, which may affect the integrity or strength of the pipe in the opinion of the
Engineer, shall be repaired or the pipe replaced at the Contractor's expense.
33D-1.15 PIPE JOINING -- The HDPE pipe shall be assembled and joined at the
site using the butt-fusion method to provide a leak proof joint. Threaded or solvent-cement
joints and connections are not permitted. All equipment and procedures used shall be used in
strict compliance with the manufacturer's recommendations. Fusing shall be accomplished by
personnel certified as fusion technicians by a manufacturer of polyethylene pipe and/or fusing
equipment.
The butt-fused joint shall be true alignment and shall have uniform roll-back beads
resulting from the use of proper temperature and pressure. The joint shall be allowed adequate
cooling time before removal of pressure. The fused joint shall be watertight and shall have
tensile strength equal to that of the pipe. All joints shall be subject to acceptance by the
Engineer, and/or his representative, prior to insertion. All defective joints shall be cut out and
replaced at no cost to the City. Any section of the pipe with a gash blister, abrasion, nick, scar,
or other deleterious fault greater in depth that ten percent (10%) of the wall thickness, shall not
be used and must be removed from the site. However, a defective area of the pipe may be cut
out and the joint fused in accordance with the procedures stated above. In addition, any section
of the pipe having other defects such as concentrated ridges, discoloration, excessive spot
roughness, pitting, variable wall thickness or any other defect of manufacturing or handling as
determined by the Engineer, and/or his representative, shall be discarded and not used.
Terminal sections of pipe that are joined within the insertion pit shall be connected with
Central Plastics Electrofusion Couplings or connectors with tensile strength equivalent to that of
the pipe being joined.
cn_Qn
33D-1.16 PAYMENT -- The contract bid price paid per linear foot for "REPLACE
Existing 12" PVC SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting
Method" shall be considered as full compensation for providing all the material, tools and
equipment, and for performing all the labor required for replacing the existing sewer main with
HDPE pipe by the pipe bursting method, including all pipe bedding, backfill material, annulus
sealing material and launching pits, complete in place, per the Plans, the Standard Specifications,
these Special Provisions, and as directed by the Engineer, and no additional compensation will
be allowed therefor.
The contract bid unit price per each for "CUT & RECONNECT Existing SEWER
LATERAL", shall include full compensation for providing all the material, tools and
equipment, and for performing all the labor required to reinstall lateral service to the new sewer
main, complete in place, per the Plans, the Standard Specifications, these Special Provisions, and
as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation for all post construction video tape inspection of entire length of new
pipe, per these Special Provisions and as directed by the Engineer, shall be considered as
included in the contract bid price paid per linear foot for "REPLACE Existing 12" PVC
SEWER MAIN With 15" POLYETHYLENE PIPE By Pipe Bursting Method", and no
additional compensation will be allowed therefor.
Full compensation for the cost of any necessary by-pass pumping, per these Special
Provisions and as directed by the Engineer, shall be considered as included in the contract bid
price paid per linear foot for "REPLACE Existing 12" PVC SEWER MAIN With 15"
POLYETHYLENE PIPE By Pipe Bursting Method", and no additional compensation will be
allowed therefor.
CP_Q 1
SECTION 36 THROUGH SECTION 49
BLANK
SP�Rf
SECTION 50
- RESTORATION OF EXISTING
50 1 REMOVAL AND S
IMPROVEMENTS EXCEPT STREET PAVEMENT
50-1.01 GENERAL -- All existing improvements (except utilities and street
pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and
sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping
and traffic detector loops which are damaged or removed during the course of construction of the
project shall be restored or replaced to a condition equal to or better than, in all respects, the
existing improvements removed or damaged, unless otherwise specified or noted on the
drawings.
The removal and restoration of existing improvements shall be in accordance with the
applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing
and the following requirements:
1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by
the Contractor's operations, a minimum of 10 feet of curb, gutter or curb and
gutter shall be removed and replaced regardless of how short a length is damaged.
The Contractor shall begin said 10-foot section, if possible, at an existing joint or
scoring line. If said 10-foot section ends within 3 feet of an existing joint or
scoring line, then the removal shall extend to said joint or scoring line.
2. If concrete cross gutter is damaged by the Contractor's operations, the cross
gutter shall be removed in its entirety and replaced.
3. Concrete sidewalk shall be removed in its entirety between scoring lines or
between scoring line and joint. Prior to removal, scoring lines shall be saw-cut.
4. If a concrete driveway is damaged and is a single monolithic structure, it shall be
removed in its entirety and replaced.
5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be
set off from the sidewalk by a saw cut along the edge of the sidewalk. The
driveway shall then be removed in its entirety and replaced.
QP-R7
6. If the roadside signs are damaged during the construction, they shall be restored
or replaced to a condition equal or better than the existing per the prior approval
of the City's Traffic Section. New installation shall not impede into required
ADA access distance around obstacles. A minimum clearance of 48" shall be
maintained.
7. If existing fence is in conflict with the new construction, fence shall be relocated
by the Contractor.
Unless otherwise specified, all excess excavation or removed material shall become the
property of the Contractor and shall be disposed of by him away from the site of work.
50-1.02 PAYMENT -- Full compensation for conforming to the requirements of
this section, not otherwise provided for, shall be considered as included in the prices paid for the
various contract items of work involved, and no additional compensation will be allowed
therefor.
cln nn
SOILS REPORT
Y �
11711
1
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l
REPORT OF LIMITED GEOTECHNICAL
STUDY, SEWER IMPROVEMENTS
r� ON INDUSTRIAL PARKWAY,
E�
TIPPECANOE AVENUE
AND "I" STREET,
CITY OF SAN BERNARDINO,
SAN BERNARDINO COUNTY,
CALIFORNIA
1
April 30, 2007
SUBMITTED TO:
CITY OF SAN BERNARDINO
PUBLIC WORKS / ENGINEERING
300 NORTH D STREET
SAN BERNARDINO, CALIFORNIA 92408
ie
PREPARED BY:
HILLTOP GEOTECHNICAL, INC.
786 SOUTH GIFFORD AVENUE
SAN BERNARDINO. CALIFORNIA 92408
A
I
2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY
PROCUREMENTS -- It is the policy of the City of San Bernardino to provide Minority
Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an
equal opportunity to participate in the performance of all City contracts. Bidders shall assist the
City in implementing this policy by taking all reasonable steps to ensure that all available
business enterprises, including local MBEs and WBEs, have an equal opportunity to compete for
and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all
other business enterprises shall be determined by the following factors:
(1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the
City to inform all bidders of the requirements for the project for which the contract will be
awarded. The City may waive this requirement if the bidder certifies it is informed as to those
project requirements.
(2) The bidder identified and selected specific items of the project for which the
contract will be awarded to be performed by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The bidder shall, when
economically feasible, divide total contract requirements into small portions or quantities to
permit maximum participation of MBEs, WBEs and other business enterprises.
(3) The bidder advertised for bids from interested business enterprises not less than
ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers,
trade association publications, minority or trade oriented publications, trade journals, or other
media specified by the City.
(4) The bidder provided written notice of its interest in bidding on the contract to
those business enterprises, including MBEs and WBEs, having an interest in participating in
such contracts. All notices of interest shall be provided not less than ten calendar days prior to
the date the bids were required to be submitted. In all instances, the bidder must document that
invitations for sub-contracting bids were sent to available MBEs, WBEs and other business
enterprises for each item of work to be performed.
The Mayor's Affirmative Action Office shall be available to help identify interested
MBEs, WBEs and other business enterprises.
(5) The bidder documented efforts to follow up initial solicitations of interest by
contracting the business enterprises to determine with certainty whether the enterprises were
interested in performing specific portions of the project.
(6) The bidder provided interested enterprises with information about the Plans,
Specifications and requirements for the selected sub-contracting work.
4P-F
(7) The bidder requested assistance from organizations that provide assistance in the
recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen
days prior to the submission of bids.
(8) The bidder negotiated in good faith with interested MBEs, WBEs and other
business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any
enterprises, as determined by the City. As documentation the bidder must submit a list of all
sub-bidders for each item of work solicited, including dollar amounts of potential work for
MBEs, WBEs and other business enterprises.
(9) The bidder documented efforts to advise and assist interested MBEs, WBEs and
other business enterprises in obtaining bonds, lines of credit, or insurance required by the City or
Contractor.
If the City has established expected levels of participation for MBE and WBE sub-
contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A
determination of the adequacy of a bidders' good faith effort must be based on due consideration
of the indicia of good faith as set forth above.
In the event that the City is considering awarding away from the lowest bidder or not
awarding a contract to a proposed bidder because the bidder is determined to be non-responsive
for failure to comply with the good faith indicia set forth above, the City shall, if requested, and
prior to the award of the contract, afford the bidder the opportunity to present evidence to the
Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its
.outreach. In no case should the City award away pursuant to this program if the bidder makes a
good faith effort but fails to meet the expected levels of participation.
For the purposes of this Policy, "minority" shall be synonymous with "minority person"
as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the
discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter
3.04 of the San Bernardino Municipal Code.
The directions set forth herein shall take effect immediately, and all City Departments
shall, modify their implementation programs to the extent such programs are inconsistent with
this policy.
2-1.04 SUBMISSION OF MBE/WBE INFORMATION — GOOD FAITH EFFORTS -
The Contractor may submit the MBE/WBE INFORMATION — GOOD FAITH EFFORTS
document with the contract Bid Documents prior to the hour of the bid opening. If this
document is not submitted with the Bid Documents, it must be submitted to the Public Works
Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid
opening
SP-7
2-1.05 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written
request signed by the Bidder. Such requests must be delivered to the City's designated official
prior to the bid opening hour stipulated in the "Notice Inviting Sealed Bids" or an amended date
and hour stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will
not prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids
may not be withdrawn after said bid opening hour without forfeiture of the bidder's bid
guarantee.
2-1.06 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions
attached to a bid will render it irregular and may cause its rejection. The completed bid forms
shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid,
modification, or withdrawal will be considered.
l
cv_Q
SECTION 3
3-1 AWARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL -- Award of the contract will be made by the Mayor and the
Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall
file with the Engineer all required bonds and insurance policies, and execute the contract
within 10 calendar days after receiving notification of the award. Failure to file the
stipulated documents and execute the contract within the prescribed time shall constitute good
and sufficient grounds for rescission of the award and payment of 10% of the bid to the City as
liquidated damages.
3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be
filed with the Engineer before the contract is executed by the City in accordance with Section 2-
4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including
Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a
surety company having a rating in Best's most recent Insurance Guide of"A" or better. Bonds
must be issued by a surety who is listed in the latest version of U.S. Department of Treasury
Circular 570 and is authorized to issue bonds in California.
3-1.03 DISQUALIFICATION OF BIDDERS -- In the event that any Bidder acting as
a prime contractor has an interest in more than one submitted bid, all such submitted bids will be
rejected and the Bidder will be disqualified. This restriction does not apply to subcontractors or
suppliers who may submit quotations to more than one Bidder and, while doing so, may also
submit a formal bid as a prime contractor.
No contract will be executed unless the Bidder is licensed in accordance with the
provisions of the State Business and Professions Code.
The Contractor shall fill out all documents contained in the Bid Document section, and
comply with all the requirements of the Bid Documents and specifications contained in the
Special Provisions.
Failure of the bidder to fulfill the requirements of the Special Provisions for submittals
required to be furnished after bid opening, including but not limited to BMP/SWPPP, traffic
j control and detour plans or escrowed bid documents, where applicable, may subject the bidder to
a determination of the bidder's responsibility in the event it is the apparent low bidder on a future
public works contracts.
cn_o
3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall
determine whether to award the contract or to reject all bids. The award of contract, if made,
will be to the lowest responsible Bidder as determined solely by the City. Additionally, the City
reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any
irregularity and to take the bids under advisement for the period of time stated in the legal notice
inviting sealed bids as may be required to provide for the best interest of the City. The
Contractor's original signature on the Bid Form shall constitute a commitment on the part of the
Bidder to furnish the items as set forth in the Bid Form, the Instructions to Bidders, the Plans, the
Special Provisions and the Notice Inviting Bids. The Bidder to whom the contract is awarded
shall be notified upon approval of the contract by the Mayor and Common Council. The Notice
Inviting Bids, the Instructions to Bidders, the Bid Form, the Plans, Special Provisions and
Standard Specifications, Addenda, together with any attachments, shall be considered as part of
the contract between the City and the Contractor to whom the contract is awarded. In no event
will an award be made until all necessary investigations are made as to the responsibility and
qualifications of the Bidder to whom the award is contemplated.
3-1.05 REQUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS
A. Before submitting a Bid, each Bidder shall thoroughly examine and be familiar
f with the Specifications, Plans, and addenda, or any other Contract Documents.
The submission of a Bid shall constitute an acknowledgement upon which the
City may rely that the Bidder has thoroughly examined and is familiar with all
the Contract Documents.
B. The failure or neglect of a Bidder to receive or examine any of the Contract
Documents shall in no way relieve that Bidder from any obligation with
respect to its Bid or to the Contract. No claim for additional compensation will
be allowed which is based upon a lack of knowledge of any Contract
Documents.
C. The Bidder shall not be allowed any extra compensation by reason of any
matter or thing, concerning that which such Bidder might have fully informed
himself prior to the bidding.
D. No Bidder shall at any time after submission of a bid make any claim or
assertion that there was any misunderstanding or lack of information regarding
the nature or amount of work necessary for the satisfactory completion of the
job.
i
i
3-1.06 REQUIRED INSPECTION OF THE SITE --
A. Bidders are required to inspect the site of the work to satisfy themselves by
personal examination, or by such other means as they may prefer, of the
location of the proposed work, and of the actual conditions, including
subsurface of, and at, the site of the work.
B. If, during the course of examination, a Bidder finds facts or conditions that
appear to be in conflict with the letter or spirit of the bidding documents, the
Bidder shall notify the Engineer immediately.
C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if
awarded the Contract, it has relied and is relying on its own examination of the
following:
1. The site of the work.
2. Access to the site.
3. All other data and matter requisite to the fulfillment of the work.
N. 4. The Bidder's own knowledge of existing facilities on and in the vicinity
of the site of the work under the Contract.
5. The conditions to be encountered.
6. The character, quality, scope and complexity of the proposed work.
7. The quality and quantity of the materials to be furnished.
8. The requirements of the Specifications, Plans, any addenda, or any
other Contract Documents.
D. The information provided by the City is not intended to be a substitute for, or a
supplement to, the independent verification by the Bidder to the extent such
independent investigation of site conditions is deemed necessary or desirable
I by the Bidder.
s
cn_i �
' SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
TIME OF COMPLETION AND LIQUIDATED DAMAGES
i
4-1.01 GENERAL -- Attention is directed to the provisions of Section 6-1,
"Construction Schedule and Commencement of Work", Section 6-7.1, "Time of Completion",
Section 6-8, "Completion, Acceptance and Warranty" and of Section 6-9, "Liquidated Damages"
of the Standard Specifications and these Special Provisions.
i
a
4-1.02 PRE-CONSTRUCTION MEETING -- The Pre-Construction Meeting
shall be within 10 working days of the notification of the award of the contract by the Mayor and
Common Council. The Contractor shall, at the time of notification, inform the Construction
Engineer of any special circumstances or conditions that might prohibit the Contractor from
attending a Pre-Construction Meeting during this period, or from commencing work as
scheduled.
4-1.03 NOTICE TO PROCEED -- The Notice to Proceed will be issued within
10 working days of the Pre-Construction meeting. The Contractor shall immediately notify and
obtain the approval of the Construction Engineer, prior to the Pre-Construction Meeting,
should special circumstances or conditions exist that might prohibit the Contractor from
commencing work as scheduled.
4-1.04 WORKING DAYS -- The Contractor shall diligently prosecute the work
to completion before the expiration of
60 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
4-1.05 LIQUIDATED DAMAGES -- The Contractor shall pay to the City of San
Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in
excess of the number of working days prescribed above.
1 -- -
In case all the work called for is not completed in all parts and requirements within the
time specified, the City shall have the right to grant or deny an extension of time for completion,
as may seem best to serve the interest of the City. The Contractor will not be assessed with
liquidated damages during the delay in the completion of the work caused by acts of God or of
the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors,
epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of
Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from
the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will
ascertain the facts and the extent of the delay, and the findings thereon shall be final and
conclusive.
The Contractor's proposed Construction Schedule, Traffic Control Plan and Traffic
Detour Plan (as required) shall be submitted to the Engineer within ten (10) working days
after the date of the Notice of Award of the Contract. The Construction Schedule shall be
supported by written statements from each supplier of materials or equipment indicating that all
orders have been placed and acknowledged and setting forth the dates that each item will be
delivered. The schedule shall be in the form of a tabulation, chart or graph.
4-1.06 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR
WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by
t the tenth of each month. The report shall include an updated Construction Schedule. Any
deviations from the original schedule shall be explained. Progress payments will be withheld
pending receipt of any outstanding reports. Section 6-7.3, "Contract Time Accounting", of the
Standard S.pecif cations is superseded by these Special Provisions. The Engineer or his/her
designee will make a daily determination of each working day to be charged against the contract
time. Per the Contractor's written request, the Engineer will provide working and non-working
days to the Contractor.
4-1.07 INSPECTION -- The Contractor is responsible to notify the Public
Works/Engineering Division 48 hours prior to start of any work. Any work performed without
inspection by the City is subject to rejection and removal of work performed and, at the
Contractor's expense, the work will have to be reconstructed. At the City's request, and the
Contractor's expense, any pipes less than 24" must be inspected by camera for joint grouting and
any other inspection.
For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS, WORKING
DAYS AND HOURS", of these Special Provisions.
4-1.08 PERMITS AND LICENSES -- Prior to issuance of a "Notice to Proceed",
Contractor shall obtain a City Business Registration from the City Clerk's Office, San
Bernardino City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA 92418.
CD 102
SECTION 5
5-1 LEGAL REQUIREMENTS
5-1.01 INSURANCE REQUIREMENTS -- Contractor shall procure and
maintain for the duration of the contract insurance against claims for injuries to persons or
damages to property which may arise from or in connection with the performance of the work
hereunder by the Contractor, his agents, representatives, employees or subcontractors.
The Contractor shall indemnify and save harmless the City of San Bernardino, the State
of California, the County of San Bernardino and/or any incorporated city from all claims or suits
for damages arising from the prosecution of the contract work, as more fully described in
Subsection 5-1.06, "Contractor's Liability".
The Contractor agrees to protect, defend and indemnify the City of San Bernardino
against loss, damage or expense by reason of any suit claims, demands, judgements and causes
of action caused by the Contractor, its employees, agents or any subcontractor, or by any third
party arising out of or in consequence of the performance of all or any operations covered by the
Certificate of Insurance. The Contractor, at its option, may include such coverage under Public
„ Liability coverage.
5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to
Section 7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor
shall furnish the City with a policy or certificate of liability insurance prior to execution of the
contract. All of the Insurance Policies shall name the City of San Bernardino as an
additional insured. The endorsement shall be provided by the broker or agent of the insurance
company and shall be notarized to that effect.. ACCORD Forms are not acceptable, nor forms
signed by the broker, unless they have Power of Attorney to bind the insurance provider. (See
attached sample forms.)
Contractor shall maintain minimum limits of insurance no less than:
1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00
aggregate for bodily injury, personal injury and
property damage. Commercial General Liability
Insurance or other form with a general aggregate
limit shall apply separately to this project/location;
4P-14
2. Products/Completed Operations: $1,000,000.00 per occurrence and
$2,000,000.00 aggregate;
3. Automobile Liability: $1,000,000.00 per accident for bodily injury
and property damage;
4. Employer's Liability: $1,000,000.00 per accident for bodily injury
or illness;
5. Course of Construction: Completed value of the project.
5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is
directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications,
providing that the Contractor shall file a signed Certificate of Worker's Compensation Insurance
before execution of the contract.
5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all
subcontractors shall pay each craft or worker employed on this project not less than the
prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of
the City of San Bernardino. The Engineer shall have the right to interview any craft or worker
on the project site in order to verify payment of prevailing wage rates in accordance with
Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates.
5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following
provisions of Labor Code Section 1776. The Contractor shall be responsible for the compliance
with these provisions by his subcontractors.
(a) The Contractor and all subcontractors shall keep an accurate payroll record,
showing the name address, social security number, work classification, straight
time, and overtime hours worked each day and week, and the actual per diem
wages paid to each journeyman, apprentice, worker, or other employee employed
by him or her in connection with public work.
on i c
(b) The payroll records enumerated under subdivision (a) shall be certified and shall
be available for inspection at all reasonable hours at the principal office of the
Contractor on the following basis:
(1) A certified copy of an employee's payroll record shall be made available
for inspection or furnished to such employee or his or her authorized
representative on request.
(c) Each Contractor shall file a certified copy of the records enumerated in
subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's
responsibility to submit the records enumerated in subdivision (a) for all his
subcontractors, in addition to his own employees. Failure to submit the records
enumerated in subdivision (a) on a timely basis shall constitute good and
sufficient reason for withholding the partial payments for work accomplished.
5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor
and Common Council, the City Manager or the City Engineer shall not be answerable or
accountable in any manner for any loss or damage that may happen to the work or any part
thereof; or for any of the materials or other things used or employed in performing the work; or
for injury to any person or persons, either workers or the public; or for damage to any person or
persons, either workers or the public; or for damage to adjoining property from any cause which
might have been prevented by the Contractor, or his workers, or any one employed by him;
against all of which injuries or damages to persons and property the Contractor, having control
over such work, must properly guard.
The Contractor shall not encroach on private property adjacent to this project in any phase
of the construction without first obtaining a signed Right Of Entry document from the property
owner and submitting this Right Of Entry to the Engineer for approval, prior to any entry or
encroachment onto private property.
The Contractor shall be responsible for any injury to any person or damage to property
resulting from any defects or obstruction occurring any time before project completion and final
acceptance, and shall indemnify and save harmless the City of San Bernardino, the Mayor and
Common Council, the City Manager or the City Engineer from all suits or actions of every name
and description brought for, or on account of, any injuries or damages received or sustained by
any person or persons, by the Contractor, his servants or agents, in the construction of the work
or in consequence of any negligence in guarding the same, in improper materials used in its
construction, by or on account of any act or omission of the Contractor or his agents, and so
much of the money due the Contractor under and by virtue of the Contract as shall be considered
necessary by the City may be retained by the City until disposition has been made of such suits
or claims for damages aforesaid.
cp_i�
If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or
adequate at any time during the life of the Contract, the Engineer may order the Contractor to
take further precautions, and if the Contractor shall fail to do so, the Engineer may order the
work done by others and charge the Contractor for the cost thereof, such cost to be deducted
from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such
additional precautions, however, shall not relieve the Contractor from his full responsibility for
public safety.
5-1.07 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party in
any legal action to enforce or interpret any provisions of this Agreement will be entitled to
recover from the losing party all attorney fees, court costs and necessary disbursements in
connection with that action. The costs, salary and expenses of the City Attorney and members of
his office, in connection with that action, shall be considered as attorney's fees for the purposes
of this Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding
Arbitration is hereby specifically excluded from this Contract.
5-1.08 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor warrants
it possesses, or shall obtain, and maintain during the term of this Agreement, a business
registration certificate pursuant to Title 5 of the City of San Bernardino Municipal Code, and any
and all other licenses, permits, qualifications, insurance and approvals of whatever nature that are
legally required of contractor/consultant/vendor to practice its profession, skill or business.
Contractor shall obtain a City of San Bernardino Business Registration at his/her own expense.
0
a
4P-17
s
ACCORD CERTIFICATE OF INSURANCE DATE(MMIYYIDD)
00/00/00
PRODUCER
THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY i
COMMERCIAL ASSOCIATES INS., INC. AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER
THIS CERTIFICATE DOES NOT AMEND,EXTEND, OR ALTER
1226 EAST LA PALMA AVE. THE COVERAGE AFFORDED BY THE POLICIES BELOW.
ANAHEIM,CA 92807 COMPANIES AFFORDING COVERAGE
(714)524-4949 FAX: (7145)524-4940 COMPANY
A CNA-TRANSCONTINENTAL
INSURED COMPANY
B CNA-VALLEY FORGE
YOUR COMPANY NAME COMPANY
AND ADDRESS C CHUBB GROUP-FEDERAL INSURANCE
COMPANY
D
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED
NOTWITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY POLICY EFFECTIVE POLICY EXPIR LIMITS
LTR NUMBER DATE(MM/YY/DD) DATE(MM/YY/DD)
GENERAL LIABILITY
EACH OCCURRENCE $1,000,000
X COMMERCIAL GEN LIABILITY
FIRE DAMAGE ANY ONE FIRE S $00,000
❑ CLAIMS ❑ OCCUR
MADE MED EXP(ANY ONE PERSON) $ 5,000
102267576 02/01 f98 02101/99 A X OWNER'S 8 CONTRACTOR'S PROT PERSONAL&ADV INJURY $1,000,000
GENERALAGREGATE $2000000
PRODUCTS-COMP/OP AGG $2,000,000
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT $1,000,000
cl X ANY AUTO BODILY INJURY
PER PERSON
ALL OWNED AUTOS BODILY INJURY
B PER ACCIDENT
BAP 5197135 02/01/98
SCHEDULED AUTOS PROPERTY DAMAGE
PER ACCIDENT
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
AUTO ONLY-EACH ACCIDENT $
OTHER THAN AUTO ONLY
ANY AUTO EACH ACCIDENT
OTHER THAN AUTO ONLY $
AGGREGATE
WORKERS COMPENSATION AND WORKERS COMP
EMPLOYER'S LIABILITY X STATUTORY LIMITS
E L EACH ACCIDENT $1,000,000
C WCXXXXXX 02/01/96 02/01/99 =1,000,000
THEPROPRIRETOR/ INCL EL DISEASE-EA EMPLOYEE
PARTNERS/EXECUTIV
E OFFICERS ARE. EXCL E L.DISEASE-POLICY LIMIT $1,000,000
OTHER
I DESCRIPTION OF OPERATIONWLOCA TIONSNEHICLES/SPECIAL ITEMS
JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED
RE: (1NSERTPROJECT NAME)
BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT
CERTIFICATE HOLDER CANCELLATION
THE CITY OF SAN BERNARDINO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE
THEREOF,THE 133UEI14G COMPANY WALL MAIL-&DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER
DEPARTMENT OF DEVELOPMENT SERVICES NAMES TO THE LEFT.
DIVISION OF PUBLIC WORKS AUTHORED REPRESENTATIVE
300 NORTH"D"STREET,3RD FLOOR JOHYVE.SMITH(SIGNATURE)
SAN BERNARDINO,CA 92418-0001
� � 1
ACCORD 25S 1195 0 ACCORD CORPORATION
SP-18
COMMERCIAL GENERAL LIABILITY
NAMED INSURED:
POLICY NUMBER:
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED ------ OWNERS, LESSEES
OR CONTRACTORS ( FORM B )
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES/PUBLIC WORKS
300 NORTH "D" STREET, 3' FLOOR
SAN BERNARDINO, CA 92418-0001
SAMPLE ONLY
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section I1) is amended to include as an insured the person or organization
shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by
or for you.
NOTE: MUST BE SIGNED BYAUTHORIZED REPRESENTATIVE FOR PROVIDER
SUPPLY POWER OFATTORNEY GIVING AUTHORITY TO BIND
I CG 20 10 11 85
Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
SP-19
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of
any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices" ,"increased
or decreased quantities", of the Standard Specifications varies by more than 25 percent,
compensation payable to the Contractor will be determined in accordance with said Section 3-
2.2.1 and these Special Provisions.
When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract
unit price, the Engineer reserves the right to make no adjustment in said price if he so elects,
except that an adjustment will be made if requested in writing by the Contractor. Such
Contractor's request shall be accompanied by adequate, detailed data to support costs of the item.
Should the total pay quantity of any item of work required under the contract be less than
75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no
adjustment in said price if he so elects, except that an adjustment will be made if requested in
writing by the Contractor. Such Contractor's request shall be accompanied by adequate, detailed
data to support costs of the item.
The payment of the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of 75 percent of the Engineer's Estimate of
the quantity at the original contract unit price.
6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply with
Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions.
The noise level from the Contractor's operations between the hours of 9:00 p.m. and 6:00
a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way relieves the
Contractor from responsibility for complying with local ordinances regulating noise levels
Said noise level requirements shall apply to all equipment on the job or related to the job,
including but not limited to trucks, transit mixers or transient equipment that may or may not be
owned by the Contractor. The use of loud sound signals shall be avoided in favor of light
warnings except those required by safety laws for the protection of personnel.
SP-20
6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the
Standard Specifications for Public Works (Green Book) through the entire project. The
Contractor, without limitation, shall be responsible to provide and implement Best Management
Practices to comply with National Pollution Discharge Elimination System (NPDES) standards
and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit
any contaminants, including soil, to enter any drainage system. Contractor shall be responsible to
be prepared to provide hay bales or similar devices to prevent erosion from being washed into
the storm drain system. The Contractor shall be responsible to maintain equipment so that oil,
grease, gasoline, diesel fuel, et al., does not contaminate areas subject to run-off. The Contractor
and its Surety shall fully indemnify the City for any pollution damage and/or cleaning costs. All
construction on off-site or on-site improvements shall adhere to NPDES (National Pollution
Discharge Elimination System) Best Management Practices to prevent deleterious materials or
pollutants from entering the City or County storm drain systems.
The following are the areas to be addressed where applicable:
1. Handle, store and dispose of materials properly.
2. Avoiding excavation and grading activities during wet weather.
3. Construct diversion dikes and drainage swales around working sites.
4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting.
5. Develop and implement erosion control plans.
6. Check and repair leaking equipment away from construction site.
7. Designate a location away from storm drains for refueling.
8. Cover and seal catch basins whenever working in their vicinity.
9. Use vacuum with all concrete sawing operations.
10. Never wash excess material from aggregate, concrete or equipment onto a street
11. Catch drips from paver with drip pans or absorbent material.
12. Clean up all spills using dry methods.
13. Sweep all gutters at the end of each working day.
Gutters shall be kept clean after leaving construction site.
14. Call 911 in case of a hazardous spill.
15. Keep a running log of all activities in connection with
the Storm Water Pollution Prevention Plan (SWPPP)
16. Name a person, on site, responsible for complying with S.W.P.P.P.
BEST MANAGEMENT PRACTICES ( BMPs ): Best Management Practices shall
be defined as any program, technology, process, site criteria, operating method, measure, or
device which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and
refer to the California Storm Water Best Management Practice Handbooks, Volume 3
Construction BMP Handbook and the Coun Regional Best Management Practices Handbook
for Construction Activities.
SP-21
The Contractor shall have a minimum of two (2) readily accessible copies of each
publication on the Work site at all times.
The Contractor shall implement the following BMPs in conjunction with the construction
operation and activities:
CONSTRUCTION PRACTICES
Water Conservation Practices
Dewatering
Paving Operations
Structure Construction and Painting
MATERIAL MANAGEMENT
Material Delivery and Storage
Material Use
Spill Prevention and Control
WASTE MANAGEMENT
Solid Waste Management
Hazardous Waste Management
Contaminated Soil Management
Concrete Waste Management
Sanitary/Septic Waste Management
VEHICLE AND EQUIPMENT MANAGEMENT
Vehicle and Equipment Cleaning
Vehicle and Equipment Fueling
Vehicle and Equipment Maintenance
VEGETATIVE STABILIZATION
Scheduling
Preservation of Existing Vegetation
Temporary Seeding and Planting
Mulching
PHYSICAL STABILIZATION
Geotextiles and Mats
Soil Stabilizer/Dust Control
Temporary Stream Crossing
Stabilized Construction Roadway
Stabilized Construction Entrance
SP-22
RUNOFF DIVERSION
Sodding, Grass Plugging, and Vegetative Buffer strips
Earth Dikes, Drainage Swales, and Lined Ditches
Top and Toe of Slope Diversion Ditches/Berms
Slope Drains and Subsurface Drains
VELOCITY REDUCTION
Flared Culvert End Sections
Outlet Protection/Velocity Dissipation Devices
Check Dams
Slope Roughening/Terracing/Rounding
SEDIMENT TRAPPING
Silt Fences
Straw Bale Barrier
Sand Bag Barrier
Brush or Rock Filter
Storm Drain Inlet Protection
Sediment Traps
Sediment Basin
Additional BMPs may be required as a result of a change in actual field conditions,
contractor activities, or construction operations. When more than one BMP is listed under each
specific BMP category, the Contractor shall select the appropriate and necessary number of
BMPs within each category in order to achieve the BMP objective.
BMPs for contractor activities shall be continuously implemented throughout the project.
Resources to implement BMPs for erosion control and sedimentation shall be readily available
and implemented throughout the construction phase and whenever the National Weather Service
predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be
implemented prior to the commencement of any contractor activity or construction operation that
may produce run-off, and whenever run-off from other sources may occur.
The CITY, as Permittee, is subject to enforcement actions by the State Water Resources
Control Board, Environmental Protection Agency, and private citizens. The CITY may assess
the Contractor a penalty of $1,000 for each calendar day that the Contractor has not fully
implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with
these provisions. In addition, the CITY will deduct, from the final payment due the Contractor,
the total amount of any fines levied on the CITY, plus legal and staff costs, as a result of the
Contractor's lack of compliance with these provisions and/or less than complete implementation
of the specified BMPs.
SP-23
STORM WATER POLLUTION PREVENTION PLAN ( SWPPP ): A Storm Water
Pollution Prevention Plan (SWPPP) shall be defined as a report that includes site map(s),
identification of construction and contractor activities that could pollute storm water, and a
description of measures and practices to control the potential pollutants. The preparation and
implementation of the SWPPP is intended to ensure that the Contractor will make every
reasonable effort to prevent the pollution of water resources during the period of construction.
All projects, regardless of size, shall have a SWPPP developed prior to the performance of any
soil disturbing activities. Projects over one acre are placed under the regulations of the National
Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge
Associated with Construction Activity. In the State of California, these regulations are adopted
by the State Water Resources Control Board and as such projects that fall into this category must
submit a Notice of New Construction (NONC) to the State Water Resources Control Board
(SWRCB) to obtain a waste discharge identification number (WDID). This information is
available for review and downloading on the State of California, Department of Transportation
web site at h1tp.11www.dot.cagov/hq/construc/stormwater/manuals.
S WPPP's over one acre shall be prepared under the supervision of, and signed by, a Civil
Engineer registered by the State of California. All SWPPP's shall include and incorporate BMPs
that address contractor activities, erosion, and sedimentation control. The SWPPP shall also
include and incorporate appropriate BMPs for run-off generated by construction activities and
other non-storm water sources. During all periods of construction, excavated soils which are
stored on-site shall be completely covered with waterproof material and sand (or gravel) bagged
or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by
storm water run-off.
If, during construction operations, field conditions change in a manner which, in the
opinion of the Engineer, significantly deviates from how the SWPPP, as approved by the CITY,
addressed the current construction operation, the Engineer may direct the Contractor to revise the
current construction operation and/or the SWPPP. Such directions will be made in writing and
will specify the items of work for which the SWPPP is inadequate. No further work on these
items will be permitted until the Contractor revises the construction operations to the satisfaction
of the Engineer and/or until the Contractor submits a revised SWPPP and receives CITY
approval.
The Engineer shall notify the Contractor of the acceptance or rejection of the revised
SWPPP within seven (7) working days from the date of submittal.
The BMP (Best Management Practices) and/or SWPPP (Storm Water Pollution
Prevention Plan) shall be submitted to the CITY for review and approval a minimum of ten
(10) working days prior to the commencement of construction operations in accordance with
this Section 6-1.03 of these Special Provisions.
SP-24
The City's NPDES Division shall be contacted prior to any work to determine whether or
not the project will require the development of a Water Quality Management Plan (WQMP).
THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND CITY
ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.
Full compensation for the implementation of BMPs, including the construction, removal,
and the furnishing of all necessary labor, equipment, and materials to comply fully with NPDES
requirements shall be considered as included in the contract bid lump sum price, or if no specific
bid item, the contract bid prices paid for the various bid items of work, and no additional
compensation shall be allowed therefor.
Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other
related costs, including the construction, removal, and the furnishing of all necessary labor,
equipment, and materials to comply fully with NPDES requirements shall be considered as
included in the contract bid lump sum price, or if no specific bid item, the contract bid prices
paid for the various bid items of work, and no additional compensation shall be allowed therefor.
6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City
Business Registration prior to the execution of the contract.
Prior to the commencement of work, the Contractor shall obtain a construction permit at
no cost from the City of San Bernardino, Public Works Division, Engineering Section, located at
San Bernardino City Hall, 300 North "D" Street, P Floor, San Bernardino, CA 92418. The
permit shall be kept in a readily available place on the job site at all times during construction.
While no fee will be charged for the permit, no permit will be issued unless the Contractor
provides a code reference number from USA. Contractor shall obtain all required permits from
all other City of San Bernardino Departments/divisions and/or agencies including, but not
limited to, Building Division, Public Services — Sewer, Water, County Flood Control, Railroad,
Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own
expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall
include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a
City of San Bernardino Business License at his/her own expense.
6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the
provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the
restrictions of Section 20452 and 20455 of the Public Contract Code.
SP-25
A. Work by Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor 20
2) Material 15
3) Equipment Rental 15
4) Other items and Expenditures 15
To the sum of the costs and markups provided for in this subjection,
compensation for bonding shall be at the rate specified by the bonding
company.
B. Work by Subcontractor When all or any part of the extra work is
performed by a Subcontractor, the markup established above shall be applied
to the Subcontractor's actual cost of such work, also a markup of 10 percent on
the first $5,000.00 of the subcontracted portion of the extra work and a markup
of 5 percent on work added in excess of$5,000.00 of the subcontracted portion
of the extra work may be added by the Contractor.
6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities
shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday,
excluding holidays, as defined in this section. Deviation from these hours will not be permitted
without the prior consent of the Engineer, except in emergencies involving immediate hazard to
persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m.
and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer.
The Contractor shall coordinate with the Engineer regarding working hours prior to start
of construction. In the event of either a requested or emergency deviation, inspection service
fees will be charged against the Contractor. The service fees will be calculated at overtime rates,
including benefits, overhead and travel time.
The Contractor will coordinate inspections with the Public Works Inspector 48
hours prior to any work being done during evenings or Saturdays.
Designated legal Holidays are: January I", the third Monday in January, the third
Monday in February, the last Monday in May, July 4`h, the first Monday in September,
November 111h, Thanksgiving Day and the Friday following, December 25`h and the working day
preceding or following (as directed by the Mayor and Common Council) and the last working
day of the year. When a designated legal holiday falls on a Sunday, the following Monday shall
be a designated legal holiday. When a designated legal holiday falls on a Saturday, the
preceding Friday shall be designated a legal holiday.
SP-26
6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-
3.2, "Partial and Final Payment", of the Standard Specifications and these Special Provisions.
No partial payment will be made for any materials which are furnished, but not
incorporated in the work.
The Contractor shall submit "As Built" project drawings to the Engineer prior to the
release of final payment and/or bonds.
6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat
appearance to the work including use of street sweeping.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and
grubbing shall be disposed of concurrently with its removal. If stockpiling is
necessary, the material shall be removed or disposed of weekly unless
otherwise specified.
The Contractor is encouraged to recycle all materials. The Contractor shall provide the
City all documents as to the weight of materials removed during excavations in accordance with
the requirements of AB939.
6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL --
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
6-1.10 SURVEYING SERVICE -- The Contractor shall refer to the PROJECT
LOCATION SURVEY DOCUMENTS section at the back of these Special Provisions for
California Land Surveyors Association (CLSA) and Consulting Engineers and Land Surveyors
of California (CELSOC) survey monument preservation guidelines.
The Contractor shall perform and be responsible for the accuracy of surveying adequate
for construction. A California registered Civil Engineer licensed to perform surveying or a
California registered Land Surveyor shall perform any surveying or staking, as directed by the
Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey
stakes and marks for the duration of their usefulness. If any construction survey stakes are lost
or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense
of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore ties
as necessary at the expense of the Contractor. The Contractor shall submit to the City a copy of
all survey notes and a Certificate Record of Survey.
SP-27
In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan
sheets, it is assumed that the bid included the cost for implementing and/or constructing the
discrepancy that would have the highest dollar value.
6-1.13 EMERGENCY INFORMATION -- The names, addresses and telephone
numbers of the Contractor and subcontractors, or their representatives, which can be reached and
will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior to
beginning work.
6-1.14 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall
protect and maintain all existing improvements and facilities in place to remain from the first day
of work under this contract to acceptance. Contractor is responsible for replacing any damaged
improvement or facility to original condition or better.
6-1.15 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be
solely and completely responsible for conditions of the job site, including safety of all persons
and property during performance of the work. This requirement shall apply continuously and not
be limited to normal working hours. Safety provisions shall conform to U.S. Department of
Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable
Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth
below, and any regulations that may be detailed in other parts of the Contract Documents.
Where any of these are in conflict, the more stringent requirement shall be followed.
6-1.16 SAFETY SUPERVISOR AND MEETINGS --
A. The Contractor shall appoint an employee as safety supervisor who is qualified
and authorize to supervise and enforce compliance with the Safety Program.
The Contractor shall notify the Engineer in writing prior to the commencement
of work of the name of the person who will act as the Contractor's Safety
Supervisor.
B. The Contractor will, through and with his Safety Supervisor, ensure that all of
its employees, and its subcontractors of any tier, fully comply with the Project
Safety Policies. The Safety Supervisor shall be a full-time employee of the
Contractor whose responsibility shall be for supervising compliance with
applicable safety requirements on the work site and for developing and
implementing safety training classes for all job personnel.
SP-29
C. The Contractor and its affected subcontractors shall attend safety coordination
meetings. The minutes of their meetings shall be submitted to the Engineer.
6-1-179 MEETINGS --
A. The Contractor shall attend weekly progress meetings at the project site.
B. In general, these meetings will be attended by the Contractor, the Engineer or
his designee, and any subcontractors, suppliers, distributors or other concerned
individuals with issues or items to discuss.
C. Meeting minutes will be taken by the Engineer or his/her designee. The
meeting minutes will be available to the Contractor at the following weekly
meeting. The Contractor shall be responsible to distribute the meeting minutes
to all parties performing work under his contract.
D. The Engineer shall have the authority to require that a mandatory meeting be
held at any time during normal work hours.
E. These meetings shall be attended by the Contractor, the Engineer or his/her
designee, and may subcontractors specified by the Engineer.
6-1.18 PAYMENT -- Full compensation for conforming to the requirements of Section
6 shall be considered as included in the prices paid for the various contract bid items of work
involved and no additional compensation will be allowed therefor.
SP-30
SECTION 7
7-1 UTILITIES
7-1.01 GENERAL -- The location of all utility substructures that may affect the
work shall comply with Section 5, "Utilities", of the Standard Specifications and these Special
Provisions. Notify the Engineer immediately of any conflict. Match existing products. The
Contractor is responsible for coordinating work with the utility owners.
Certain companies, governmental agencies, or their contractors may be working within
the construction area. Certain utility facilities at various locations within the project limits may
be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The
Contractor shall coordinate his work with utility owners and their contractors.
The Contractor shall exercise due caution to prevent any damage to/or .movement of
these utility facilities. Listed below are the utilities that may be affected, with the designated
contact person. These names and phone numbers are listed for information purposes only. The
Contractor is responsible for verifying phone numbers and contact persons.
1. SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands, CA 92373
Phone: (909) 307-6788 Attn: Ben Murguia
2. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92374-9796
Phone: (909) 335-7772 Attn: Devery Jennings
3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
Water Utility Division
195 North "D" Street
San Bernardino, CA 92401
Phone: (909) 387-7224 Attn: Ellis Williams
SP-31
4. VERIZON
1980 Orange Tree Lane, Suite 100
Redlands, CA 92374-2803
Phone: (909) 748-6644 Attn: Fernando Lopez
5. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA; COMCAST)
1500 Auto Center Drive
Ontario, CA 91761-1561
Phone: (909) 795-3349 Attn: Stewart King
6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHL4; TCI)
1500 Auto Center Drive
Ontario, CA 91761-1561
Phone: (909) 798-8588 Attn: Mark Davenhauer
7. TIME WARNER TELECOM OF CALIFORNIA
3281 Guasti Road, Suite #350
Ontario, CA 91761
Phone: (909) 456-3697 Attn: Richard Wilkerson Cell: (714) 801-6141
8. A.T. & T. - OSP Engineering
Cable Maintenance & Right of Way
2741 N. Main Street
Walnut Creek, CA 94596-2714
Phone: (925) 944-8416 Attn: Rosemary Hamill
9. A.T. & T. (SBC-PACIFIC BELL TELEPHONE)
ATTN: Right-of-Way Liaison
1265 N. Van Buren Street, Room #180
Anaheim, CA 92807
Phone: (714) 666-5401 Attn: Susan Morgan
SP-'�?
10. SPRINT COMMUNICATIONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450 Attn: Lynn Durrett
11. MCI — Western Region OSP
Outside Plant Construction
157 S. Lilac Street
Rialto, CA 92376
Phone: (909) 421-5309 Attn: Chuck Trimble
12. CHARTER COMMUNICATIONS
7337 Central Avenue
Riverside, CA 92504-1440
Phone: (951) 343-5139 Attn: Dean Vandever
13. EAST VALLEY WATER DISTRICT
3654 Highland Avenue, Suite #18
Highland, CA 92346-2607
Phone: (909) 888-8986 .Attn: Leida Etherton
14. SAN BERNARDINO COUNTY INFORMATION SERVICES
NETWORK SERVICES
Attn: Randy Miller, Division Chief
670 E. Gilbert Street
San Bernardino, CA 92415
Phone: (909) 388-5910 Attn: Michele Watson
15. OMNITRANS
1700 W. 5`h Street
San Bernardino, CA 92411
Phone: (909) 379-7153 Attn: Allen Wild— Stops & Station Changes
SP-31
16. CITY OF SAN BERNARDINO
INFORMATION SERVICES — COMMUNICATIONS
300 North "D" Street, 4`h Floor
San Bernardino, CA 92418
Phone: (909) 384-5947 Attn: Larry Martin
17. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
STREET DIVISION
234 S, Mt. View Avenue
San Bernardino, CA 92408
Phone: (909) 384-5143 Attn: Elias Shehab
18. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
TRAFFIC SIGNALS
234 S. Mt. View, #110
San Bernardino, CA
Phone: (909) 384-5129 Attn: Scott Zehm
7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the
location of all underground utilities and services, including potholing, before proceeding with the
excavation work, requesting in advance the services of inspectors from the utility companies in
order to ascertain said locations. Damage to underground utilities resulting from neglect on the
part of the Contractor shall be corrected and paid for by the Contractor.
7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall
conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard
Specifications.
7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of
public utilities seventy two (72) hours in advance of excavating around any of their facilities and
substructures and shall also provide the same notice to Underground Service Alert of
Southern California, telephone number 1/800/422-4133.
CP-IA
7-1.05 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory
location or by excavation, to interfere with the construction of this project will be relocated,
altered, or reconstructed, or the Engineer may order changes in location, line or grade of the
project structure, to be built in order to avoid said utility. The Contractor may coordinate the
work with the utility owners.
Abandoned utilities, which interfere with the construction of any portion of this project,
may be cut by the Contractor, the interfering portion of the utility removed and open ends of the
pipe sealed with a suitable plug or cap.
7-1.06 PAYMENT -- Full compensation for conforming to the requirements of
this Section, not otherwise provided for, shall be considered as included in the prices paid for the
various contract bid items of work involved and no additional compensation will be allowed
therefor.
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SECTION 8
8-1 DESCRIPTION OF WORK
- DESCRIPTION OF WORK -- The description of work to be done
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consists, in general, of installing sewer pipe, replacing existing sewer pipe by pipe bursting
method, constructing manholes, connecting new manholes to existing sewer main, removing and
reconstructing manholes, cutting and reconnecting sewer laterals, cold milling asphalt, applying
asphalt pavement, including feathering, replacing traffic inductive loop detectors and traffic
striping, and such other items or details, not mentioned above, that are required by the Plans,
Standard Specifications, or these Special Provisions shall be performed, placed, constructed or
installed.
The work to be done shall include furnishing all materials, equipment, tools, labor, taxes
and incidentals as required by the Contract Documents to construct the project.
Addenda issued during the time of bidding shall become a part of the documents
furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be
made a part of the contract. Each Bid shall include specific acknowledgement in the space
provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge
Addenda may result in the Bid being rejected as not responsive.
8-1.02 ORDER OF WORK -- BLANK
8-1.03 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall
conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard
Specifications.
The Contractor shall water down the site during periods of high winds as directed by the
Engineer, including periods when the work is not actually in progress. Failure to respond to a
directive to water the site in a prompt manner will result in the City making other arrangements
to have this item of work done and the costs billed to the Contractor, or it shall be paid for by the
Contractor as a deduction from his contract.
8-1.04 PROJECT LOCATIONS -- See separate bound Plans.
CD 14
8-1.05 APPROVED MATERIALS -- Whenever the expression "or approved equal" is
used, it shall be taken to mean the approval by the City Engineer of any substitution of material
or material specified herein. All substitution requests shall state the reason for the request and
the difference in price between the item specified and the requested substitution.
All substitution requests shall be submitted to the City Engineer in writing five (5)
working days prior to the bid opening. No requests for substitutions will be considered by
telephone.
The Contractor shall submit to the Engineer for review and approval six (6) copies of all
shop drawings.
The Contractor shall make any corrections to shop drawings required by the Engineer.
8-1.06 CITY-FURNISHED MATERIALS -- City furnished material, when applicable
as specified in other sections of these Special Provisions, shall comply with the following:
A. Materials, if furnished by the City, will be made available as specified
in these Specifications. The Contractor is responsible for loading,
unloading, hauling and handling, and placing City-furnished materials.
B. The Contractor shall inspect and assure itself of the amount and
soundness of such materials.
C. The Contractor will be held responsible for all materials furnished to it,
and shall pay all demurrage and storage charges. City-furnished
materials that are lost or damaged from any cause whatsoever shall be
replaced by the Contractor. The Contractor will be liable to the City for
the cost of replacing City-furnished material and such costs may be
deducted from any monies due or to become due the Contractor.
cA-Z7
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8-1.05 PRE-BID INQUIRIES -- NO ORAL representations or interpretations
will be made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other
Contract Documents. Written requests for an interpretation, or to identify a potential omission,
discrepancy, or misunderstanding will be accepted until one week prior to bid opening.
If there are any questions regarding this project, please contact:
Y
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City Engineer's Office
Third Floor
300 North "D" Street
San Bernardino, CA 92418
Subject: SEWER IMPROVEMENTS IN
INDUSTRIAL PARKWAY, CAJON BLVD.TO LEXINGTON WAY (SW 05-05)
TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET (SW 05-06)
"I" STREET, 17TH STREET TO 21sT STREET (SW 04-36)
BY OPEN CUT AND PIPE BURSTING METHODS
AND PAVEMENT REHABILITATION ON
TIPPECANOE AVENUE,WARM CREEK CHANNEL TO 9TH STREET (SW 05-06)
"I" STREET, 17TH ST REET TO 21ST STREET (SW 04-36)
' STERLING AVENUE, HIGHLAND AVENUE TO PUMALO STREET (SS 06-56)
PLANS & SPECIAL PROVISIONS NO. 11923A
Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager
Tel: (909) 384-5263; Fax: (909) 384-5155
E-mail: montalvo_by @ci.san-bernardino.ca.us
SP-38
SECTION 9
9-1 TRAFFIC CONTROL
9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and
Safety", of the Standard Specifications for Public Works Construction, 2008 Edition and these
Special Provisions.
Warning signs, lights, cones, barricades and devices for use in performance of work upon
highways shall conform to the "Manual on Uniform Traffic Control Devices", current edition,
and the "California Supplement", current edition.
The Contractor shall submit and obtain City approval for traffic control and traffic
detour plans prior to the commencement of operations on a street. Traffic control and
detour plans shall be based on the most recent "Manual on Uniform Traffic Control Devices",
current edition, and the "California Supplement", current edition.
All temporary traffic striping, and maintenance shall be done by the Contractor, including
placement of temporary tape on all crosswalks. The Contractor shall restore all existing striping
to original configuration as directed by the Engineer.
All warning, regulatory and construction signs shall be fully reflectorized. The traffic
cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized.
All work areas that remain after dusk must be properly illuminated at night to the satisfaction of
the Engineer.
The Contractor shall take all necessary measures to obtain a normal flow of traffic to
prevent accidents and to protect the work throughout the construction stages until completion of
the work. The Contractor shall be responsible for implementing the approved traffic control plan
based on the most recent "Manual on Uniform Traffic Control Devices", current edition, and the
"California Supplement", current edition.
The Contractor shall make the necessary arrangements to provide and maintain barriers,
cones, barricades, construction warnings, regulatory signs and any other safety control devices,
including flagmen. The Contractor shall take measures necessary to protect all other portions of
the work during construction and until completion, providing and maintaining all necessary
barriers, barricade lights and striping, including crosswalks.
0 P-19
In addition to the foregoing traffic control and safety measures, the Contractor shall
immediately implement any measures requested by the Engineer defined as necessary to ensure
the proper flow of traffic, the protection of the public and/or the safety of the workers.
The Contractor shall maintain at all times the ability to respond to calls from the
Engineer, including during non-working hours, to replace or provide additional traffic control or
safety devices as required.
All places of business and residences along the streets that are within the limits of any
work shall be notified by the Contractor in writing at least seven (7) days prior to
commencement of work. This notification shall explain the sequence of work and indicate any
restrictions of parking and access. Verbal notification shall be given to all places of business and
residences at least 18 hours in advance of commencing work that will affect access to and from
their properties.
9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs
restricting turns when directed to do so by the Engineer.
9-1.03 PARKING RESTRICTIONS -- Unless otherwise specified herein, the
Contractor may post temporary "NO PARKING" signs within the area of work as required to
facilitate construction operations, with prior approval of the Engineer.
The Contractor shall furnish, maintain, and install (seven days prior to the start of work)
all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on
them. The Contractor will be responsible for posting, removing, and maintaining these signs as
required for this project. The Contractor shall make his own arrangements relative to keeping
the working area clear of parked vehicles. The Contractor shall obtain prior approval from the
Engineer for removal of vehicles.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet with
a minimum of one lane open in each direction. A minimum shoulder width of 2 feet shall be
provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided
adjacent to any excavation, unless otherwise authorized by the Engineer.
9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE
CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible
obstruction and inconvenience to the public. Convenience access to abutting properties shall be
maintained and remain open, unless approved by the Engineer.
SP-40
If lane closures are approved by the Engineer, the full width of the traveled way shall be
open for use by public traffic from 4:00 p.m. to 8:30 a.m.,.all day for Saturdays, Sundays, and
designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal
holidays, and when construction operations are not actively in progress on working days. The
Contractor shall install signs to notify the public of days and times that traveled lanes or roads
will be closed seven (7) days in advance of lane or road closures. No traveled lane will be closed
without authorized approval given by the Engineer. If any traveled lane or road is allowed to be
closed by the Engineer, the Contractor shall install signs to notify the public of days and times
that traveled lanes or roads will be closed seven (7) days in advance of the lane or road closure.
Personal vehicles of the Contractor's employees shall not be parked o the traveled way at
any time.
9-1.06 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions
shall be made by the Contractor to accommodate the normal vehicular and pedestrian traffic
along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause a
minimum of inconvenience to the general public.
Emergency vehicles shall be permitted access at all times to any street.
9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain
flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer shall
determine when FAS is required at any location.
9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights,
flares, barricades, traffic control plan and other traffic control devices, necessary to expedite
passage of public traffic through the work area, and for conforming to the requirements of this
Section, not otherwise provided for, shall be considered as included in the contract bid lump sum
paid for "TRAFFIC CONTROL", and no additional compensation will be allowed therefor.
The provisions in this Section may be modified or altered if, in the opinion of the
Engineer, public traffic will be better served and work expedited. Said modifications or
alterations shall be adopted immediately and shall be considered paid in full as a part of the
contract bid lump sum paid for "TRAFFIC CONTROL", and no additional compensation will
be allowed therefor.
SP-41
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SECTION 10
10-1 MOBILIZATION
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10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-
3.4, "Mobilization", of the Standard Specifications.
i
Mobilization may include, but not be limited to, the following principle items:
i 1. Submittal and modification, as required, of the Construction Schedule.
2. Providing a Project Office.
3. Review of the Site.
4. Obtaining all required Transportation Permits.
5. Submittal of all required insurance certificates and bonds as required by these
Specifications
' 6. Moving onto the site, including, but not limited to:
a. Equipment
b. Arranging for and erection of Contractor's work and storage areas.
7. Installing construction fencing and temporary construction power and wiring.
3
8. Providing a minimum of one restroom facility for each twenty-five (25) workers
occupying the site. Facilities may include existing functioning restrooms, or portable
chemical facilities, or any combination thereof, and shall count as one for each urinal
or one for each water closet (as required).
9. Installing all temporary utilities (as required).
10. Establishing required fire protection provisions.
11. Posting all OSHA required notices and establishment of safety programs.
12. Posting of all Department of Labor notices.
13. Having the Contractor's superintendent at the job site full-time and responding
24 hours per day.
14. Air and water quality protective measures, as necessary, and without limitation.
15. Potholing and other research and review as necessary to verify site conditions and
utility locations.
16. Demobilization of the Site.
17. Any other item as specified.
10-1.02 PAYMENT — The contract bid lump sum price paid for "MOBILIZATION"
shall be deemed to include the cost of work in advance of construction operation and not directly
attributable to any specific bid item, and no additional compensation will be allowed therefor.
RP_4�
SECTION 11 THROUGH SECTION 13
BLANK
SP-43
• SECTION 14
14-1 ASPHALT CONCRETE
14-1.01 GENERAL -- Asphalt concrete shall comply with the requirements of
Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete Pavement", of the
Standard Specifications and these Special Provisions.
Class and grade of asphalt concrete shall be PG 64-10.
14-1.02 CRACK SEALING -- The crack sealing material shall be rubberized
crack seal, "Crafeco" or"Percal Polymerles" or approved equal.
All cracks larger than '/4 inch shall be cleaned and sealed, prior to placing overlay.
14-1.03 TACK COAT -- Tack coat shall be applied in compliance with Sub-
Section 302-5.4, "Tack Coat", of the Standard Specifications, and as directed by the Engineer.
14-1.04 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER
VALVE ENCLOSURES TO GRADE - Adjusting manhole frames and covers and water valve
enclosures to grade after completion of paving shall be in accordance with Sub-Section 301-1.6
"Adjustment of Manhole Frame and Cover Sets to Grade", of the Standard Specifications, and
Section 25A, "Adjustment of Water Facilities" of these Special Provisions, per the Plans and as
directed by the Engineer.
All debris and foreign material shall be removed from the cover in accordance with Sub-
Section 301-1.6
The pavement surrounding the frames and covers and enclosures shall meet the
smoothness requirement as specified in 302-1.6
14-1.05 ADJUSTING NON-CITY UTILITY MANHOLESNAULTS --
Adjusting non-city utility manhole/vault frames and covers to grade after completion of paving
shall be performed by others.
SP-44
14-1.06 PAYMENT -- The contract bid unit price paid per ton for "ASPHALT
CONCRETE PAVEMENT" shall include full compensation for furnishing all materials, tools,
equipment, and for doing all the work involved in placing pavement material, including crack
seal of tack coat as required, feathering a minimum of 2', adjusting manhole frames and covers
and water valve enclosures to grade, per the Plans, the Standard Specifications, these Special
Provisions and as directed by the Engineer, and no additional compensation will be allowed
therefor.
SP-45
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SECTION 15 THROUGH SECTION 16
BLANK
SP-4f
SECTION 17
17-1 COLD MILLING
17-1.01 GENERAL -- Cold milling operations shall be performed in accordance
with Section 300-1.3 "Removal and Disposal of Materials" and Section 302-1, "Cold Milling of
Existing Pavement", of the Standard Specifications and these Special Provisions.
Existing asphalt concrete shall be milled at the location and to the dimensions shown on
the Plans and as included in these Special Provisions.
The cold milling machine shall have a cutter head at least 30 inches wide and shall be
operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction as
to the direction of travel reducing the size of material until the desired gradation has been
achieved.
The depth, width, and shape of the cut shall be as indicated on the typical cross sections
or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the
typical cross sections. The outside lines of the milled area shall be neat and uniform. The road
surfacing to remain in place shall not be damaged in any way.
The material milled from the roadway surface, including material deposited in existing
gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall
follow within 50 feet of the planer, unless otherwise directed by the Engineer.
Milling of asphalt concrete pavement will be measured by the square yard. The quantity
to be paid for will be the actual area of surface milled irrespective of the number of passes
required.
After the cold milling operation, the Contractor shall pave/overlay the street with new
pavement within 72 hours and/or as directed by the Engineer.
Where transverse joints are milled in the pavement at conform lines, no drop-off shall
remain between the existing pavement and the milled area when the pavement is opened to
public traffic.
If asphalt concrete has not been placed to the level of public traffic, a temporary asphalt
concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the
existing pavement and tapered on a slope of 30:1 or flatter to the level of the milled area.
SP-47
Asphalt concrete for tapers shall be commercial quality and may be spread and compacted
by any method that will produce a smooth riding surface. Asphalt concrete tapers shall be
completely removed, including removing all loose material from the underlying surface, before
placing the permanent surfacing.
Temporary tapers shall remain in place no longer than the above 72 hour limit required
for the application of new pavement surfacing after cold milling.
17-1.02 PAYMENT -- The contract bid price paid per square yard for "COLD
MILLING", shall include full compensation for conforming to the requirements of this section,
for furnishing all materials, tools, equipment and incidentals, and for doing all work involved in
cold milling of asphalt concrete surfacing including disposal of material milled from the site, per
the Plans, the Standard Specifications, these Special Provisions and as directed by the Engineer,
and no additional compensation will be allowed therefor.
Full compensation for furnishing asphalt concrete for temporary tapers and for
constructing, maintaining, removing and disposing of the tapers, shall be considered as included
in the contract bid price paid per square yard for "COLD MILLING" of asphalt concrete
pavement and no additional compensation will be allowed therefor.
�n no
SECTION 18
BLANK
On nn
SECTION 19
19-1 REPAIR OF STREET CUT/ STRUCTURAL DAMAGE REPAIR
/ POTHOLE REPAIR
19-1.01 GENERAL - Repair of street cuts/structural damage/potholes shall
comply with the following requirement for asphalt concrete and aggregate base, as shown on the
Plans or/and directed by the Engineer.
19-1.02 ASPHALT CONCRETE - Asphalt concrete shall comply with the
requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete
Pavement", of the Standard Specifications and these Special Provisions.
The Performance Grade of the asphalt concrete shall be PG 64-10.
19-1.03 AGGREGATE BASE - Aggregate base shall comply with requirements
of Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the
Standard Specifications and these Special Provisions, for crushed aggregate base.
Crushed rock for aggregate base shall be 3/4-inch.
19-1.04 PAYMENT - The contract bid unit price paid per square foot for
"STREET CUT/STRUCTURAL DAMAGE REPAIR/POTHOLE REPAIR" shall include
full compensation for furnishing all materials, tools, equipment and incidentals, and for doing all
the work involved in repairing structural damage and potholes, including saw cutting, removing
and disposing of asphalt concrete or concrete material, roadway excavation, scarifying the sub-
grade and re-compacting, placing aggregate base and asphalt concrete pavement, as shown on
the Plans, per the Standard Specifications, these Special Provisions, and as directed by the
Engineer, and no additional compensation shall be allowed therefor.
cD cn
SECTION 20
20-1 THERMOPLASTIC TRAFFIC STRIPES, PAVEMENT MARKINGS
AND RAISED PAVEMENT MARKERS
20-1.01 GENERAL - The application of traffic striping, pavement markings and
raised pavement markers shall conform to the requirements of Section 210-1.6, "Paint for Traffic
Striping, Pavement Marking, and Curb Marking", Section 214, "Pavement Markers", Section
310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb Markings" and Section 312,
"Pavement Marker Placement and Removal" of the Standard Specifications and these Special
Provisions.
Paint for traffic striping and pavement markings shall conform to the requirements of
Section 210-1.6.2, "Thermoplastic Paint, State Specifications", of the Standard Specifications.
The paint shall contain pre-mixed glass beads with additional glass beads to be mechanically
applied when the paint is applied, in accordance with Section 210-1.6.5, "Reflective Material", of
the Standard Specifications. Pavement markings and traffic stripes are to conform to pavement
delineation plates.
Thermoplastic material for traffic stripes shall be applied at a minimum thickness of
0.080-inch.
Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6
working days after paving is completed.
Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No. 953A
(yellow) and No. 953B (clear white) or approved equal.
20-1.02 PAYMENT - The contract bid lump sum price paid for
"THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING and RAISED
PAVEMENT MARKERS", shall include full compensation for furnishing all equipment and
materials, and for doing all work involved in the application of thermoplastic pavement traffic
striping and pavement marking, and the installation of raised pavement markers (RPM), as
shown on the Plans, per the Standard Specifications, these Special Provisions and as directed by
the Engineer, and no additional compensation will be allowed therefor.
w
SECTION 21 THROUGH SECTION 23
BLANK
SECTION 24A
24A-1 INDUCTIVE LOOP DETECTOR
24A-1.01 GENERAL - Inductive loop detectors shall conform to the provisions in
Section 209, "Street Lighting and Traffic Signal Systems" and Section 209-5.8, "Detectors" of
the Standard Specifications (latest edition), the Caltrans Standard Specifications and Standard
Plans (latest edition), and these Special Provisions.
The traffic signal work includes installation of new inductive loop detectors and detector
lead-in-cables as shown on the Plan and/or as directed by the Engineer, and shall conform to
Section 209-5.8.2, "Inductive Loop Detectors" of the Standard Specifications, and these Special
Provisions.
24A-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL
SYSTEM - Traffic signal system shutdowns shall be limited to periods between the hours of
9:00 a.m. and 3:00 p.m.
The Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle and
pedestrian traffic through the intersection during traffic signal system shutdowns. All signal
faces shall be covered when the system is shutdown overnight. Temporary "STOP AHEAD"
and "STOP" signs shall be either covered or removed when the system is turned on.
"STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall
conform to the provisions in Section 12-3.06, "Construction Area Signs", of the Standard
Specifications. Minimum size of"STOP" signs shall be 36 inches.
One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of
traffic. For two lane approaches, two "STOP" signs shall be placed. Location of signs shall be
as directed by the Engineer.
Full compensation for furnishing, installing, maintaining and removing temporary "STOP
AHEAD" and "STOP" signs and for covering signs and signal faces not in use shall be
considered as included in the contract lump sum price paid for the signal items involved, and no
additional compensation will be allowed therefor.
Can c�
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RESOLUTION NO.
1
2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
3 BERNARDINO AWARDING A CONTRACT TO NIKOLA CONSTRUCTION
CORPORATION FOR SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY —
4 TIPPECANOE AVENUE — "I" STREET AND PAVEMENT REHABILITATION ON
TIPPECANOE AVENUE — "I" STREET — STERLING AVENUE (SW05-05, SW05-06,
5 SW04-36, & SS06-56), PER PROJECT PLAN NO. 11923A.
6
7 BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
8
SECTION 1. Nikola Construction Corporation, 18012 Cowan, Suite 290, Irvine, CA
9
10 92614, is the lowest responsible bidder for Sewer Improvements in Industrial Parkway —
11 Tippecanoe Avenue — "I" Street and Pavement Rehabilitation on Tippecanoe Avenue — "I"
12 Street — Sterling Avenue (SW05-05, SW05-06, SW04-36, & SS06-56), per Project Plan No.
13 11923A. A contract is awarded accordingly to said bidder in a total amount of$649,999.00,
14 with a contingency amount of$126,018.65, but such award shall be effective only upon being
15
fully executed by both parties. All other bids, therefore, are hereby rejected. The City
16
17 Manager is hereby authorized and directed to execute said contract on behalf of the City; a
18 copy of the contract is on file in the office of the City Clerk and incorporated herein by
19 reference as fully as though set forth at length.
20 SECTION 2. This contract and any amendment or modifications thereto shall not take
21 effect or become operative until fully signed and executed by the parties and no party shall be
22 obligated hereunder until the time of such full execution. No oral agreements, amendments,
23
modifications or waivers are intended or authorized and shall not be implied from any act or
24
25 course of conduct of any party.
26 SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it
27 within sixty (60) days of passage of the resolution.
28 ���
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
1 BERNARDINO AWARDING A CONTRACT TO NICOLA CONSTRUCTION
CORPORATION FOR SEWER IMPROVEMENTS IN INDUSTRIAL PARKWAY —
2 TIPPECANOE AVENUE — "I" STREET AND PAVEMENT REHABILITATION ON
TIPPECANOE AVENUE — "I" STREET — STERLING AVENUE (SW05-05, SW05-06,
3 SW04-36, & SS06-56), PER PROJECT PLAN NO. 11923A.
4
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor
5
6 and Common Council of the City of San Bernardino at a meeting thereof, held on the
7 day of , 2008, by the following vote, to wit:
8 Council Members: AYES NAYS ABSTAIN ABSENT
9 ESTRADA
10 BAXTER
11 BRINKER
12 DERRY
13
KELLEY
14
JOHNSON
15
16 MC CAMMACK
17
18 City Clerk
19 The foregoing resolution is hereby approved this day of , 2008.
20
21
Patrick J. Morris, Mayor
22 City of San Bernardino
23
24 Approved as to form:
25 JAMES F. PENMAN,
City Attorney
26
27 By:
28
2
U/r!cl«Y/14.
FILE NO. 3.7469/7470/7464/1.7630
ACCT.NOS. 245-365-5504-7469
245-365-5504-7470
245-365-5504-7464
240-379-5504-7630
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
BID AND CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 11923A
FOR
3
SEWER IMPROVEMENTS
IN
INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05)
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET( SW 05-06)
"I" STREET - 17TH STREET TO 21ST STREET(SW 04-36 )
BY OPEN CUT AND PIPE BURSTING METHODS
AND
PAVEMENT REHABILITATION
ON
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06)
"I" STREET - 17TH STREET TO 21ST STREET( SW 04-36)
STERLING AVENUE - HIGHLAND AVENUE/TO PUMALO STREET( SS 06-56)
ONo. 4931v�
Exp. 30-10~
sr CIVIL �P
qjE Of
Ch-
DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPMENT SERVICES
CITY OF SAN BERNARDINO
SEPTEMBER,2007
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON JULY 22 , 2008
DESCRIPTION OF THE COMPONENTS
OF THESE
PLANS AND SPECIAL PROVISIONS
The "Bid and Contract Documents" for this project consists of three (3) Parts as follows:
PART I — Administration
PART II — Special Provisions
The above two (2) parts are bound together in one (1) manual titled "Bid and Contract
Documents"
PART III — PLANS, One (1) separately bound set
:
a
1
SEWER LNIPROVEMENTS IN
INDUSTRIAL PARKWAY— CAJON BLVD.TO LEXINGTON WAY(SW OS-OS)
TIPPECANOE AVENUE—WARM CREEK CHANNEL TO 9TH STREET(SW 05-06)
"I"STREET—17TH STREET TO 21sT STREET(SW 04-36)
BY OPEN CUT AND PIPE BURSTING METHODS
AND PAVEMENT REHABILITATION ON
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET(SW 05-06)
"I" STREET - 17TH STREET TO 21sT STREET(SW 04-36)
STERLING AVENUE—HIGHLAND AVENUE TO PUMALO STREET(SS 06-56)
Contents for Bid and Contract Documents
CITY OF SAN BERNARDINO
1
0
o
s
TABLE OF CONTENTS
PART I
ADMINISTRATION
NOTICE INVITING SEALED BIDS
BID DOCUMENTS
BID FORM B-1
BID SCHEDULE B-2
BIDDER'S INFORMATION AND SIGNATURE
& BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS C-1
SPECIAL NOTICE C-2
DESIGNATION OF SUBCONTRACTORS C-3
WORKERS' COMPENSATION INSURANCE CERTIFICATION C-4
NON-COLLUSION AFFIDAVIT C-5
FORM OF BID BOND C-6
MBE/WBE INFORMATION - GOOD FAITH EFFORTS
REFERENCES
PART II
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1 - SPECIFICATIONS AND PLANS SP-1
SECTION 2 - BID BONDS AND MBE/WBE REQUIREMENTS AND CONDITIONS SP-5
SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-9
SECTION 4 - CONSTRUCTION SCHEDULE& COMMENCEMENT OF
WORK,TIME OF COMPLETION& LIQUIDATED DAMAGES SP-12
SECTION 5 - LEGAL REQUIREMENTS SP-14
SECTION 6 - GENERAL SP-20
SECTION 7 - UTILITIES SP-31
SECTION 8 - DESCRIPTION OF WORK SP-36
SECTION 9 - TRAFFIC CONTROL SP-39
SECTION 10 - MOBILIZATION SP-42
SECTION 11 THROUGH SECTION 13 BLANK SP-43
SECTION 14 - ASPHALT CONCRETE SP-44
SECTION 15 THROUGH SECTION 16 BLANK SP-46
SECTION 17 - COLD MILLING SP-47
SECTION 18 BLANK SP-49
SECTION 19 - REPAIR OF STREET CUT/STRUCTURAL DAMAGE REPAIR/
POTHOLE REPAIR SP-50
SECTION 20 - THERMOPLASTIC TRAFFIC STRIPES,PAVEMENT MARKINGS
AND RAISED PAVEMENT MARKERS SP-51
SECTION 21 THROUGH SECTION 23 BLANK SP-52
SECTION 24A INDUCTIVE LOOP DETECTOR SP-53
SECTION 25A - ADJUSTMENT OF WATER FACILITIES SP-57
SECTION 26 BLANK SP-60
SECTION 28 - CONCRETE STRUCTURES SP-61
SECTION 28 - IMPORTED BACKFILL AS ORDERED BY THE ENGINEER SP-62
SECTION 29 - SHORING OF EXCAVATION SP-63
SECTION 30 THROUGH SECTION 32 BLANK SP-65
SECTION 33 - SEWER PIPE SP-66
SECTION 33C - RECONNECTION AND ADJUSTMENT OF SEWER LATERALS SP-69
SECTION 33D - PNEUMATIC PIPE BURSTING SP-72
SECTION 34 - MANHOLES SP-82
SECTION 35 - TRENCHINGBACKFILL AND RESTORATION OF ASPHALT
CONCRETE PAVEMENT SP-83
SECTION 36 THROUGH SECTION 49 BLANK SP-86
SECTION 50 - REMOVAL & RESTORATION OF EXISTING IMPROVEMENTS
EXCEPT STREET PAVEMENT SP-87
1
SOILS REPORT
STANDARD DRAWINGS
PROJECT LOCATION SURVEY DOCUMENTS
CONTRACT AGREEMENT
PART I
ADMINISTRATION
Engineer's Estimate(Range Only): $750,000 to $790,000
NOTICE INVITING SEALED BIDS
CITY OF SAN BERNARDINO
Owner
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for:
SEWER IMPROVEMENTS
IN
INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY ( SW 05-05)
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET( SW 05-06)
"I" STREET - 17TH STREET TO 21s' STREET ( SW 04-36 )
BY OPEN CUT AND PIPE BURSTING METHODS
AND
PAVEMENT REHABILITATION
ON
l TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET( SW 05-06)
"I" STREET - 17TH STREET TO 21" STREET( SW 04-36 )
STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET( SS 06-56 )
in accordance with Special Provision No. 11923A in file in the Office of the City Engineer, Third
Floor, San Bernardino City Hall.
Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City Hall,
300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of
$15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions may
be mailed for an additional charge of $5.75 per set.
No bid will be received unless it is made on a bid form furnished by the City with the unit prices
written in words and also shown in figures for each item, and with the total of each item and total
of all items filled in.
Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San
Bernardino, California, with the bidder's name and address, the specification title and number and
"SEALED BID " clearly marked on the outside of the envelope
Said bids will be received up to the hour of 2:00 p.m. on Tuesday, July 22, 2008, at which
time all of said bids will be publicly opened, and examined and declared in the City.Engineer's
Conference Room, Third Floor, City Hall.
Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by Resolution
No. 90-358 and any and all amendments thereto which are hereby referred to and made a part
thereof by references as fully as though set at length herein, have ascertained and determined the
general prevailing rate per diem wages, and of per diem wages for legal holidays and overtime work
for each craft or type work of workman needed in the execution of contracts under jurisdiction of
said Mayor and Common Council.
Said prevailing rates of wages shall conform to Section 1773 of the California Labor Code. The
general prevailing wage rates in the county in which the work is to be done have been determined
by the Director of the California Department of Industrial Relations. These wages are available
from the California Department of Industrial Relations' Internet web site at
http.l iwww.dir.ca.gov/dirdatabases.html. General prevailing wage rates, in effect ten (10) days
prior to the actual Bid Opening, which have been predetermined and are on file with the
California Department of Industrial Relations are also referenced and made a part thereof.
It shall be mandatory upon the Contractor to whom the contract is awarded and upon any sub-
contractor under him to pay not less than specified rates to all laborers, workmen, and mechanics
employed by them in the execution of the contract, and to prevent discrimination in the
employment of persons because of race, creed, color, or national origin, as set forth in the
provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San
Bernardino. This contract is subject to state contract nondiscrimination and compliance
requirements pursuant to Government Code, Section 12990.
The City of San Bernardino reserves the right to waive any informalities or inconsequential
deviations from contract specifications, or to reject any and all bids.
No bidder may withdraw his bid within 45 working days from the date of the bid opening. The
City reserves the right to take all bids under advisement for a period of 90 days.
i
r
The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the
time the contract is awarded. The prime Contractor shall perform, with his own organization,
contract work amounting to at least 50 % of the contract price.
All bids shall be signed, sealed and accompanied by cash, cashier's check, certified check or bid
bond made payable to the City of San Bernardino, in the amount of ten percent (10%) of the bid.
Such cash, check or bond shall be given as a guarantee that the bidder will enter into the contract
if awarded to him. In the event the bidder refuses to execute said contract, the use by the public
of the improvements will be delayed, and the public will suffer great damage. From the nature of
the case, it would be extremely difficult and impractical to fix said amount of damages.
Therefore, the City and the bidder agree that the above sum of ten percent shall be paid to the City
upon the condition above set forth as liquidated damages and not as a forfeiture.
1
All bonds furnished pursuant to this notice must be underwritten by a surety company having a
rating in Best's most recent Insurance Guide of"A" or better. Bonds must be issued by a surety
who is listed in the latest version of U. S. Department of Treasury Circular 570 and is authorized
to issue bonds in the State of California. The Form of Bid Bond is contained in the Bid
Documents in Part I of the Special Provision. Notarization of the signatures of both the Principal
and the Surety and the Power of Attorney of the signing Surety shall accompany this form.
The Contractor may substitute securities for any monies withheld by the Agency to ensure
performance under the contract as provided for in Section 10263 and Section 22300 of the
California Public Contract Code.
A Non-mandatory Pre-Bid Meeting will be held on Tuesday , July 15, 2008, at 2:00 p.m.,
in the office of the City Engineer, Public Works Division of Development Services, Third Floor,
City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide
information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and material
supply opportunities, and to make the prime Contractor aware of the City's outreach program as it
relates to minority hiring and participation. Bidder's attendance at this meeting is recommended,
but the prime may certify that they are familiar with the program and attendance is not required.
Attendance and/or certification may be used as part of the good faith effort.
Certified minority (MBE/WBE) subcontractors and material suppliers for the San Bernardino area
located in Caltrans District 8 are listed on the California Unified Certification Program (UCP)
DBE Directory and can be obtained by accessing the directory on the California Department of
Transportation DBE website at http://Www.dot.cagov/hq/bep/index.
Specific questions regarding this project should be submitted in writing to the City Engineer's
Office as follows:
City Engineer's Office
Third Floor
San Bernardino City Hall
300 North "D" Street
San Bernardino, CA 92418
Subject: SEWER IMPROVEMENTS IN
INDUSTRIAL PARKWAY, CAJON BLVD.TO LEXINGTON WAY (SW 05-05)
TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET (SW 05-06)
"I" STREET, 17TH STREET TO 21ST STREET (SW 04-36)
BY OPEN CUT AND PIPE BURSTING METHODS
AND PAVEMENT REHABILITATION ON
TIPPECANOE AVENUE,WARM CREEK CHANNEL TO 9TH STREET (SW 05-06)
"I" STREET, 17T"ST REET TO 21ST STREET (SW 04-36)
STERLING AVENUE, HIGHLAND AVENUE TO PUMALO STREET (SS 06-56)
PLANS & SPECIAL PROVISIONS NO. 11923A
Attention: Byron Montalvo, Sr. Civil Engineer, Project Manager
Tel: (909) 384-5263; Fax: (909) 384-5155
E-mail: montalvo_by @ci.san-bemardino.ca.us
Responses will be provided to written questions only. No written response will be provided
to verbal questions.
CITY OF SAN BERNARDINO
RACHEL G. CLARK
� City Clerk
f "d
NOTICE TO ADVERTISE:
SPECIFICATION NO. 11923A
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE 07/01/08 and 07/07/08
(FIVE DAYS BETWEEN FIRST & SECOND PUBLICATION)
SIGNATURE DATE
r
e
BID DOCUMENTS
3
a
3
g
77
3
BID FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO
{I
? The undersigned declares that he has carefully examined the location of the proposed work, that
he has examined the Plan and read the accompanying instructions to bidders and hereby proposes
to furnish any and all required labor, materials, transportation and service for the
SEWER IMPROVEMENTS
IN
1 INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY (SW 05-05)
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9TH STREET( SW 05-06)
"I" STREET - 17TH STREET TO 21ST STREET( SW 04-36)
1 BY OPEN CUT AND PIPE BURSTING METHODS
AND
PAVEMENT REHABILITATION
ON
TIPPECANOE AVENUE - WARM CREEK CHANNEL TO 9T11 STREET(SW 05-06)
"I" STREET - 17TH STREET TO 21ST STREET (SW 04-36 )
STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET(SS 06-56)
In strict conformity with Plans and Special Provisions No. 11923A , of the Public Works
Division, Department of Development Services for the City of San Bernardino and also in
accordance with Standard Specifications for Public Works Construction, 2008 Edition.
Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San
Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary
machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish
all the materials specified in the contract, in the manner and time therein prescribed, and that he
will take in full payment therefor the following unit prices or lump sum prices, to-wit:
AF I
B-1
15V1M Mr YYi�
BID SCHEDULE NO. 1
PLAN NO. 11923A
SEWER IMPROVEMENTS
INDUSTRIAL PARKWAY - CAJON BOULEVARD TO LEXINGTON WAY(SW 05-05)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
I. 1 LS MOBILIZATION, at the Lump Sum puce of
-�& Cents LS $ ti
2. 1 LS TRAFFIC CONTROL,at the Lump Sum price
of L k g Dollars
& Cents LS
3. 1 LS SHORING OF EXCAVATION,at the Lump
�n 6,
Sum price of : �✓r e"v—,;.� /7►44 DAars
& L- Cents LS $ S 3
4. 396 LF REPLACE Existing 12"PVC SEWER MAIN
With 15" POLYETHYLENE PIPE By Pipe
Bursting Method, at 'Lv1
Dollars c
Cents per LIN.FT. $ ? 3/LF $ L
5. 2 EA REMOVE Existing and CONSTRUCT New
SEWER MANHOLE, per CITY Std. No.300
and 301, at /v -w.- -)-
,*jLti..I' ,., % Dollars
& Cents per EACH $.'t /EA
6. 1 EA CUT and RECONNECT Existing SEWER
LATERAL,at
Dollars ,
& v Cents per EACH $ �`�.. -� /EA $ c'
7. 1 LS NPDES REQUIREMENTS for SWPPP, per
SECTION 6-1.03, at the Lump Sum price of_
f/ v /'(",,'z-.' Dollars
& , Cents LS $
S. 1 LS SURVEYING SERVICE, per SECTION
6-1.10, at the Lump Sum price of
Dollars
& v)Cents LS
TOTAL BID SCHEDULE NO. I $ t /
B-2
BID SCHEDULE NO. 2
PLAN NO. 11923A
SEWER IMPROVEMENTS & PAVMENT REHABILITATION
TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9" STREET(SW 05-06)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
1. I LS MOBILIZATION, at the Lump Sum price of
Dollars
& Cents LS $ '
2. 1 LS TRAFFIC CONTROL,at the Lump Sum price
�w:•.n-,.j Dollars
& Cents LS $
3. 1 LS SHORING OF EXCAVATION, at the Lump
Sum price of -A- ,7.,,<,�,�' U-11-1
w-e) Dollars
& �-i Cents LS $
AVON 4. 2 EA SEWER MANHOLE, per CITY Std.No.300
and 301, at
Dollars
& v Cents per EACH $ EA $ J
5. 590 LF 21" PVC SEWER MAIN, at
ii",,,.p+^ ,r- -./4 Dollars
& a Cents per LIN.FT. $ ' } /LF $ `
6. 1 EA REMOVE Existing and CONSTRUCT New
SEWER MANHOLE, per CITY Std.No.300
and 301,at.% r 7 � --.,;
Dollars /
& c Cents per EACH $ `' (EA
7. 1 EA SEWER MANHOLE, Including CONNECT
To Existing SEWER MAIN, per CITY Std.
No,300 and 301, at f-'c 7'nv,d-j--f
J -t-w ; Dollars _
& .1 Cents per EACH $ /EA $
8. 1 EA CUT and RECONNECT Existing SEWER
LATERAL, at
Dollars , c
& v Cents per EACH $ /EA $
B-3
BID SCHEDULE NO. 2
PLAN NO. 11923A
SEWER IMPROVEMENTS & PAVMENT REHABILITATION
TIPPECANOE AVENUE, WARM CREEK CHANNEL TO 9TH STREET(SW 05-06)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES M FIGURES
9. 150 TN IMPORTED BACKFILL As Ordered by
the Engineer, at -+ �,:
Dollars
& Cents per TON $ '_/TN $ )
10. 4,500 SY COLD MILLING, at °t—
Lynn-•� ,r ti, Dollars
& c Cents per SQ. YD. $ Sy S.
11. 380 TN ASPHALT CONCRETE PAVEMENT, at
-v I,.',;n ,-I Dollars 1-4
& Cents per TON $ TN $
12. 9 EA REPLACE Existing Traffic INDUCTIVE
LOOP DETECTOR, at l A/L, ��-^•y'"-5
Dollars
& - Cents per EACH $ `' /EA
13. 1 LS THERMOPLASTIC TRAFFIC STRIPING,
PAVEMENT MARKING And RAISED
PAVEMENT MARKERS, at the Lump Sum
price of %'vC
;.[...,ten Dollars
& Cents LS $ '�
14. 1 LS NPDES REQUIREMENTS for SWPPP, per
SECTION 6-1.03, at the Lump Sum price of_
_%;r in•�-M -;� n.� Dollars
& ` Cents LS $ c= 'S"
15. 1 LS SURVEYING SERVICE, per SECTION
6-1.10, at the Lump Sum price of Tk,
',14' .--r' C"'1t ^' 2^'�y - Dollars
& L_) Cents LS $ I V
TOTAL BID SCHEDULE NO. 2 $
134
BID SCHEDULE NO. 3
PLAN NO. 11923A
SEWER IMPROVEMENTS & PAVMENT REHABILITATION
"I" STREET, 17TH STREET TO 21ST STREET (SW 04-36)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES M FIGURES
I. 1 LS MOBILIZATION, at the Lump Sum price of
Dollars
& c Cents LS $
2. 1 LS TRAFFIC CONTROL,at the Lump Sum price
of J' /:�p_ti
tin c ,'I Dollars
& Cents LS
3. 1 LS SHORING OF EXCAVATION, at the Lump
Sum price of
u,v�l,:-� Dollars
& Cents LS $
4. 5 EA SEWER MANHOLE, per CITY Std.No.300
and 301, at Vv.!'•
Dollars
& Cents per EACH /EA
5. 1,655 LF 15" PVC SEWER MAIN, at
11 <-v.�— ! Ic— 1 Dollars
& Cents per LIN.FT. $ /LF $
6. 1 EA REMOVE Existing and CONSTRUCT New
SEWER MANHOLE, per CITY Std.No.300
aVv.'01,at � .v v�e
,I tbyiM"�4 Dollars
& Cents per EACH $ EA $ L
7. 1 EA SEWER MANHOLE, Including CONNECT
To Existing SEWER MAIN, per CITY Std.
No.300 and 301, at
Dollars
& Cents per EACH $ EA $ 7�'
8. 80 LF CONCRETE ENCASEMENT NO. 2, per
ff 1N++A CITY Std.No.309, at —i c'vC-y /1:�',,
Dollars
& Cents per LIN.FT. $ /LF
B-5
. .�
BID SCHEDULE NO. 3
PLAN NO. 11923A
SEWER IMPROVEMENTS & PAVMENT REHABILITATION
"I" STREET, 17TH STREET TO 21sT STREET (SW 04-36)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
9. 650 TN IMPORTED BACKFILL As Ordered by
the Engineer, at 1'J--ti
Dollars
& Cents per TON $ /TN $ v
10. 7,450 SY COLD MILLING, at v C
Dollars
& J cv. w n Cents per SQ.YD. $� /SY $ t �l
11. 660 TN ASPHALT CONCRETE PAVEMENT
at C yfir 1.4---A — !�✓�w.l�y
►�, ,, Dollars
& 4; Cents per TON $ j` 5 /TN $ i C'
12. 1 LS NPDES REQUIREMENTS for SWPPP, per
SECTION 6-1.03, at the Lump Sum price of_
Dollars
& Cents LS $ G
13. 1 LS SURVEYING SERVICE, per SECTION
6-1.10, at the Lump Sum price of L-v
Dollars
& v Cents LS $
TOTAL BID SCHEDULE NO. 3 $ 6` t ,
B-6
BID SCHEDULE NO. 4
PLAN NO. 11923A
PAVMENT REHABILITATION
STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET ( SS 06-56)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
1. 1 LS MOBILIZATION, at the Lump Sum price of
Dollars
& Cents LS
2. 1 LS TRAFFIC CONTROL,at the Lump Sum price
Dollars
& Cents LS
3. 7,700 SY COLD MILLING, at c:fvt—
Dollars ,
& Cents per SQ.YD. $ i ` /S $
4. 670 TN ASPHALT CONCRETE PAVEMENT, at_
�vL'-: ;4,W- .I-- 71v,�, Dollars
& &� C nts per TON $ 1 /TN $
5. 360 SF STREET CUT/STRUCTURAL DAMAGE
REPAIR/POTHOLE REPAIR, at
Dollars -
& Cents per SQ. FT. $ / L /SF
6. 20 EA REPLACE Existing Traffic INDUCTIVE
LOOP DETECTOR, at
Dollars
&& , Cents per EACH $ 1'`/ /EA $
7. 1 LS THERMOPLASTIC TRAFFIC STRIPES,
PAVEMENT MARKING And RAISED
PAVEMENT MARKERS, at the Lump Sum
price of
Cc,t2U iyr- Dollars
& c' Cents LS $
B-7
BID SCHEDULE NO. 4
PLAN NO. 11923A
PAVMENT REHABILITATION
STERLING AVENUE - HIGHLAND AVENUE TO PUMALO STREET ( SS 06-56)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
g. 1 LS NPDES REQUIREMENTS for SWPPP, per
SECTION 6-1.03, at the Lump Sum price of_
� Dollars
& Cents LS
9. 1 LS SURVEYING SERVICE, per SECTION
6-1.10, at the Lump Sum price of v,4
'it. :�,1 1� �, . ., ,,•,,., Dollars
& Cents LS $
TOTAL BID SCHEDULE NO. 4 S i �-'y t>
B-8
• SUMMARY OF BID SCHEDULES
J PLANS & SPECIAL PROVISIONS. NO. 11923A
TOTAL BID SCHEDULE NO. 1
TOTAL BID SCHEDULE NO. 2 .........................................$
TOTAL BID SCHEDULE NO. 3 .........................................$
TOTAL BID SCHEDULE NO. 4 $
SUM OF BID SCHEDULES NOS. 1, 2, 3 & 4 =
GRAND TOTAL BID $ �
BID NOTES:
The unit price must be written in words and also shown in figures. All blank spaces appearing above must
be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended amounts,
and"WORDS"shall govern over"UNIT"figures.
The CITY shall award a contract based on the lowest responsible bidder for the GRAND TOTAL
BID ( the combined total of Bid Schedules No. 1, No. 2, No. 3 and No. 4 ). Submitted bids must
include complete bid amounts for each bid item of each Bid Schedule to be considered valid bids.
The total price must be extended for each item of work and the total of all items inserted in the space
provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to the
CITY. Failure to do so will result in the bid being non-responsive.
Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts,
implements,taxes and supplies necessary to compete the project,as based on the City Engineer's estimate of
quantities of work.
BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract
The Contractor awarded this project shall be required to provide one(1) SWPPP( Storm Water Pollution
Prevention Plan ) for the entire project, consisting of the work areas defined in Bid Schedules No. 1
through No. 4. The BIDDER shall distribute the estimated cost of providing the SWPPP to each Bid
Schedule at the discretion of the BIDDER.
B-9
n
BIDDER'S INFORMATION AND SIGNATURE:
It is the understanding of the undersigned that the work hereinabove described shall be commenced
within 10 working days from the date of the "Notice to Proceed", and shall be completed within 60 working
days from the date of said notice, as directed in SECTION 4 of these Special Provisions.
The undersigned further agrees that in case of default in executing the contract, or furnishing necessary
bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid to
the City of San Bernardino as liquidated damages.
Licensed in accordance with an act providing for the registration of Contractor,
LICENSE EXPIRATION
NO.: CLASSIFICATION: DATE:
FIRM NAME: ./��' +'�' C f%J Y ✓.' r` e A� P-4,-3-, !1 r.'.:� r�/',�+,�,►
BUSINESS ADDRESS: 1 c�C? r L L, ✓�� ^f �✓ ft 7`�
V,vvz
LJ1 n>� 1ti��FAX`:,i , r/7i I`iiu CELL,:'/s
BUSINESS PHONE, `' I "` '
If an individual, so state. If a firm or co-partnership, list the names of all individuals or co-partners
composing the firm. If a corporation, list the names of the president, secretary,treasurer and manager thereof-
Is Bidder currently a certified DBE? Yes ❑ No 0'
Legal Status of Firm
NAME(S) ADDRESS(ES)
U
z
r j
�=f
SIGNATURE OF BIDDER: Dated: 7Z,12- 20
BIDDER'S INITIALED ACKNOWLEDGEMENT OF ADDENDUMS:
ADDENDUM NO. I �' ''ra DATE:
ADDENDUM NO.2 DATE:
ADDENDUM NO.3 DATE:
ADDENDUM NO. 4 DATE.
C-1
a #t#tti*#tiii####*i##t##*####i#*#fif#f#itf tf##fif tiii#fi#ifffitfi#i
SPECIAL NOTICE
ttisiis##s#s#f iii st s*iss#itis#i**iii#i#i#t#i#iiiiiii#t*iftititttst
The bidder's attention is directed to the section entitled, "Required Listing of Proposed
Subcontractors", in Section 2 of the special provisions regarding the requirement that proposed
subcontractors be listed in the bidder's Bid Documents. Instead of listing only subcontractors for
signal and lighting work as in the past, all subcontractors are now to be listed in the Designation of
Sub-Contractors for items of work or portions thereof to be subcontracted in excess of one-half of
one percent of the total bid or$10,000.00, whichever is greater.
In the case where a bidder claims an inadvertent clerical error in listing sub-contractors, a
notice of the claim must be submitted to the Office of the City Engineer in writing within 2
working days after the time of the bid opening and send copies of the notice to the subcontractors
involved.
C-2
• BIDDER'S FIRM NAW
DESIGNATION OF SUB-CONTRACTORS
PLANS &SPECIAL PROVISIONS NO. 11923A
in compliance with the provisions of Section 4100-4114 of the State of California Public Contract Code, and any
amendments thereof, each bidder shall set forth the carne and location of each subconuactor who will perform work or
labor or render service to the Contractor.
Name&Address Agency&No.of
Under Which MBEMBE CERT. Sub-Contractor's . Sub-Contract Work to Be
Licensed (If Applicable) Phone-No. Amount Performed:
Pee51-6 — l/ �1. c 7'�7 J R r '-'� S Loo .)
—
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.4,v H.,t r"J.
stif',•s�/ ,Jr
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S.�c D h'�'v �T•A� J rl��..uc� �'/�,�'. �S
VVVP (9,r►17 3 y .2v-�t$ e C—
6.
�'.vc.p I�c•t.tha,..,4 y
IF ADDITIONAL SPACE IS REQUUtM PLEASE DUPLICATE THIS SHEET
DO NOT WRIT[ON THE BACK
C'3
BIDDER'S FIRM NAME '
DESIGNATION OF SUB-CONTRACTORS
PLANS & SPECIAL PROVISIONS NO. 11923A
In compliance with the provisions of Section 4100-4114 of the State of California Public Contract Code, and any
amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or
labor or render service to the Contractor.
Name&Address Agency&No. of
Under Which MBE/WBE CERT. Sub-Contractor's Sub-Contract Work to Be
Licensed (If Applicable) Phone-No. Amount Performed:
k � To
T
2.
Z7�2�-1r
3. ALL ,7�,tn.._ �,,/ ,��— �`; All;
A-
4.
b. lr is�, r- s/..!�✓e� b/ J �r�
IF ADDITIONAL SPACE IS REQUIRED,PLEASE DUPLICATE THIS SHEET
DO NOT WRITE ON THE BACK
C-3
WORKERS' COMPENSATION INSURANCE
CERTIFICATION
I am aware of the provisions of Section 3700 of the Labor Code requiring every employer to
be insured against liability for workers' compensation or to undertake self-insurance in
accordance with provisions of that code, and I will comply with such provisions before
commencing the performance of the work of this contract.
Contractor:
NAME OF FIRM: .%�' 1 < ,� fir, t� lei-r/L. /J
BY:
TITLE`
DATE: 7 21
C4
(This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page will
result in rejection of bid.)
NON-COLLUSION AFFIDAVIT
To the Division of Public Works, Department of Development Services,City of San Bernardino, State of California:
The undersigned in submitting a bid for performing the following work by contract,being duly sworn, deposes and says:
That he or she is of the parry making the foregoing bid,that the bid is not made in the interest of,or on behalf of,any
undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not
collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false
or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone
else to put in a sham bid,or that anyone shall refrain from bidding;communication,or conference with anyone to fix
any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage
against the public body awarding the contract on anyone interested in the proposed contract; or take any action in
restraint of free competitive bidding in connection with such contract; that all statements contained in the bid are
true; and further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company
association,organization, bid depository,or to any member or agent thereof to effectuate a collusive or sham bid.
F" N me
atu of Bidder
Printed Name and Title
I
Business Address
Place of Residence
Subscribed and sworn to before me this day of , 20
Signed
Notary Public in and for the ounty of
State of California.
My Commission expires o
Year
C-5
Jurat
State of California
County of 1�� I
Subscribed and sworn to (or affirmed) before me on this 3 day of
200t" by
proved to me on the basis of satisfactory evidence to be the person who appeared before me,
1
Signature (Notary seal)
@my MONIQJE RAMIREZ
Commission# 1503086
Notary Public•California
Orange County
Comm.Expires Jul 24,2008
OPTIONAL INFORMATION
I
INSTRUCTIONS FOR COMPLETING THIS FORM
The wording of all Jurats completed in California after January 1, 2008 must
be in the form as set forth within this Jurat. There are no exceptions.If Jurat
to be completed does not follow this form, the notary must correct the
verbiage by using ajuratstamp containing the correct wording or attaching a
separate jurat jornt such as this one which does contain proper wording. In
DESCRIPTION OF THE ATTACHED DOCUMENT addition, the notary must require an oath or affirmation from the document
signer regarding the truthfulness of the contents of the document The
idocument must be signed AFTER the oath or affirmation.If the document was
(Title or description of attached document) previously signed,it must be re-signed in front of the notary public during the
jurat process.
(Title or description of attached document continued) State and County information must be the State and County where the
document signer(s)personally appeared before the notary public.
Number of Pages Document Date Date of notarization must be the date that the signer(s) personally appeared
which must also be the same date the jurat process is completed.
• Print the name(s)of document signer(s)who personally appear at the time of
notarization.
(Additional information) Signature of the notary public must match the signature on file with the office
of the county clerk.
• The notary seal impression must be clear and photographically reproducible.
Impression must not cover text or lines.If seal impression smudges,re-seal if a
sufficient area permits,otherwise complete a different jurat form.
Additional information is not required but could help to ensure this
jurat is not misused or attached to a different document.
Indicate title or type of attached document,number of pages and date.
• Securely attach this document to the signed document
2008 Version CAPA 0.9.07 800-873-9865 www.NotaryClasses.com
FORM OF BID BOND Bond No. 5158
KNOW ALL NIEN BY THESE PRESENTS, that we,the undersigned,
Nikola Corporation as Principal,and
Merchants Bonding Company (Mutual) as Surety, are hereby and
limtly bound unto the City of San Bernardino State of California, hereinafter referred to as"Obligee" in the
penal sum of ten percent 10% of the total amount of the bid of the Principal submitted to the Obligee for the work
described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,
administrators,successors and assigns.
THE CONDITION OF THIS OBLIGATION IS SUCH, TEAT:
WHEREAS, the Principal has submitted to Obligee, a certain Bid,attached hereto and hereby made a part hereof to enter
into a contract in writing, for the Sewer & Street Improvements — 111923A
(CoPy here the exact title description of wont including location as It appears on the proposal)
for which bids are to be opened on July 22, 2008
(Insert date of opening)
NOW, THEREFORE,
a. If said Bid shalt be rejected,or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto(properly completed in accordance with said Bid)
and shall furnish a bond for his faithful performance of said contract,
and shall in all other respects perform the agreement created by the acceptance of said Bid,
then this obligation shall be void;otherwise,the same shall remain in force and effect; it being expressly understood and
agreed that the liability of the Surety for any and all claims hereunder shalt, in no event, exceed the penal amount of this
obligation as herein stated.
The Surety, for value received,hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no
way impaired or affected by any extension of the time within which the Obligee may accept such Bid;and said Surety does
hereby waive notice of any such extension.
Signed, this 18th day of July 2008
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,and such of thetn as ate
corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper offkers;
the day and year first mentioned.
Merchants Bonding Company
Nikol o ora (SEAL) (Mutual) (SEAL)
i p Surety
f By:
�cha. Signature
Johnny Presid ent Les Michael Mantle—Attorney in Fact
Printed Name and Title Printed Name and Title
MOTE:Notarization of Principal and Surery signatures and Powcr of Attorney of the Surety shall accompany this form.
I
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Orange
On l—��� before me, Nary Martignoni – Notary Public
Date Here Insert Name and TMe of the Officer '
personally appeared Les Michael Mantle
Name(s)of Signers)
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that
MARY MARTIGNONI he/she/they executed the same in his/her/their authorized
COMM.# '51251 capacity(ies), and that by his/her/their signature(s) on the
r < instrument the person(s), or the entity upon behalf of
NOTARY PUBLIC-CALIFORNIA which the s acted, executed the instrument.
ORANGE COUNTY p erson
My Comm.Expires Sept.9,2011
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand and official seal.
Signatu
Place Notary Seal Above Signaturill<jary Public
OPTIONAL
Though the information below is not required by law,it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date: Number of Pages:
Signer(s)Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Les Michael Nantle Signer's Name:
❑ Individual C Individual
• Corporate Officer—Title(s): ❑Corporate Officer—Title(s):
• Partner—C. Limited El General ❑ Partner—El Limited ❑ General
$X Attorney in Fact _ • C Attorney in Fact •
❑ Trustee I op of thumb`ere C Trustee Top of thumb here
❑ Guardian or Conservator ❑Guardian or Conservator
❑ Other: ❑Other:
Signer Is Representing: I Signer Is Representing:
Merchants Bond3.ng
Company (Mutual)
02007 National Notary Association•9350 De Soto Ave.,PO.Box 2402•Chatsworth,CA 91313-2402•www NatiorwWNotary.org Item#5907 Reorder:Call Toll-Free 1-800-876-6827
7 CALIFORNIA ALL-PURPOSE
CERTIFICATE OF ACKNOWLEDGMENT
State of California p
County of
O before me, H 001 &01� rAH i V — OD ' Ail � I' y �Ll
JD�W Here insert name a+nd title of the officer)
personally appeared �y N . � I C t V qJ
who proved to me on the basis of satisfactory evidence to be the persono whose name(p6 is/wfi subscribed to
the within instrument and acknowledged to me that he/e/tvey executed the same in his*/0iieir authorized
capacity(, and that by his/her'/threfir signature on the instrument the persono, or the entity upon behalf of
which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph
is true and correct.
MONI9UE RAMIREZ
Commission# 1503086
-� Notary Public-California
WI SS my h and offic seal. Orange County
Jr ( U fqr
My Comm.Expires Jul 24,2008
Signature kNqtary Public (Notary Seal)
ADDITIONAL OPTIONAL INFORMATION
INSTRUCTIONS FOR COMPLETING THIS FORM
.4ny acknowledgment completed in California must contain verbiage exactly as
DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the notary section or a separate acknowledgment form must be
properly completed and attached to that document. The only exception is if a
document is to be recorded outside of California In such instances, any alternative
(Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the
verbiage does not require the notary to do something that is illegal for a notary in
Californta(Le. certifying the authorized capacity of the signer). Please check the
(Title or description of attached document continued) document carefully for proper notarial wording and attach this form if required.
• State and County information must be the State and County where the document
Number of Pages Document Date signer(s)personally appeared before the notary public for acknowledgment
• Date of notarization must be the date that the signer(s)personally appeared which
must also be the same date the acknowledgment is completed.
(Additional information) • The notary public must print his or her name as it appears within his or her
commission followed by a comma and then your title(notary public).
• Print the name(s) of document signer(@) who personally appear at the time of
notarization.
CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(ie.
❑ Individual(s) he/she'dwy,-is/are)or circling the correct forms.Failure to correctly indicate this
information may lead to rejection of document recording.
❑ Corporate Officer • The notary seal impression must be clear and photographically reproducible.
Impression must not cover text or lines.If seal impression smudges,re-seal if a
(Title) sufficient area permits,otherwise complete a different acknowledgment form.
❑ Partner(s) • Signature of the notary public must match the signature on file with the office of
❑ Attorney-in-Fact the`Aunty cleric.
y Additional information is not required but could help to ensure this
❑ Trustee(s) acknowledgment is not misused or attached to a different document
❑ Other Indicate title or type of attached document,number of pages and date.
iIndicate the capacity claimed by the signer.If the claimed capacity is a
corporate officer,indicate the title(i.e.CEO,CFO,secretary).
• Securely attach this document to the signed document
2008 Version CAPA v12.10.07 800-873-9865 www.NotaryCWsm.com
Merchants Bonding Company
(Mutual)
POWER OF ATTORNEY
Know All Persons By These Presents,that the MERCHANTS BONDING COMPANY(MUTUAL),a corporation duly organized under
the laws of the State of Iowa,and having its principal office in the City of Des Moines,County of Polk, State of Iowa,hash made,
constituted and appointed,and does by these presents make,constitute and appoint
Les Michael Mantle
of Fullerton and State of California its true and lawful Attorney-in-Fad,with full power
and authority hereby conferred in its name, place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any
and all bonds, undertakings,recognizances or other written obligations in the nature thereof, subject to the limitation that any such
instrument shall not exceed the amount of.
SIX MILLION(56,000,000.00)DOLLARS
and to bind the MERCHANTS BONDING COMPANY(MUTUAL)thereby as fully and to the same extent as if such bond or
undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY(MUTUAL),and all the acts of
said Attorney-in-Fact,pursuant to the authority herein given,are hereby ratified and confirmed.
This Power-of-Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By-
Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY(MUTUAL)on November 16,2002,
ARTICLE II,SECTION 8-The Chairman of the Board or President or any Vice President or Secretary shall have power and
authority to appoint Attorneys-in-Fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the
Company thereto,bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature
thereof.
ARTICLE 11, SECTION 9-The signature of any authorized officer and the Seal of the Company may be affixed by facsimile
to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking,
recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the
same force and effect as though manually fixed.
In Witness Whereof,MERCHANTS BONDING COMPANY(MUTUAL)has caused these presents to be signed by its President and
its corporate seal to be hereto affixed, this 15th day of May 2007
•co • MERCHANTS BONDING COMPANY(MUTUAL)
�o•.�p,POR •.y•,
•z: °:3;
'a' 1933
s'. �cti• ey
STATE OF IOWA President
COUNTY OF POLK ss.
On this 15th day of May 2007 ,before me appeared Larry Taylor,to me personally known,who being by me duly swom aid say that
he is President of the MERCHANTS BONDING COMPANY(MUTUAL),the corporation described in the foregoing instrument,and that the
Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf
of said Corporation by authority of its Board of Directors.
In Testimony Whereof,I have hereunto set my hand and affixed my Official Seal at the City of Des Moines,Iowa,the day and year first
above written.
r CINDY SMYTH
Commission Number 173504 U
o.• My Commission Expires
Maroh 16,2009 Notary Public,Polk County,Iowa
STATE OF IOWA
COUNTY OF POLK ss.
1. Wiliam Warner,Jr.,Secretary of the MERCHANTS BONDING COMPANY(MUTUAL),do hereby certify that the above and foregoing
is a true and correct copy of the POWER-OF-ATTORNEY executed by said MERCHANTS BONDING COMPANY(MUTUAL),which is
still in full force and effect and has not been amended or revoked.
In Witness Whereof,I have hereunto set my hand and affixed the seal of the Company on this
18th day of July, 2008 ,. ••••.
•oaati'III P.p,rj�9•.
d' 1933 c• Secretary
POA 0001 (1/06) •'•,b�'k; \��Q•
s
•
PART II
SPECIAL PROVISIONS
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1
1-1 SPECIFICATIONS AND PLANS
1-1.01 GENERAL -- The work embodied herein shall be done in accordance with the
Standard Specifications for the Public Works Construction, 2008 Edition, and City of San
Bernardino Standard Drawings, insofar as the same apply and in accordance with the following
Special Provisions.
1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms
are used, they shall be understood to mean and refer to the following:
Agency - The City of San Bernardino.
Board - The Mayor and Common Council
for the City of San Bernardino.
City Engineer, - The City Engineer, Division of Public Works,
Department of Development Services
for the City of San Bernardino.
Laboratory - The laboratory to be designated by
the City of San Bernardino to test materials
and work involved in the contract.
Office of the District - Whenever, in the Standard Specifications, reference is made
to the office of the District or the District's office, such
references shall be deemed made to the City of San
Bernardino's Public Works Division Office, located in the
City of San Bernardino's Development Services Department.
on i