HomeMy WebLinkAbout27-Development Services
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: James Funk, Director
Dept: Development Services
Date: July 29, 20020 r,' - "',: L
II j \".. I I. I
File: 1.7153
Subject: Resolution awarding public works
contract to Matich Corporation, for the
Laurelwood Drive realigmnent between
Tippecanoe Avenue and Orchard Drive
(Phase I), per Plan No, 10373.
MCC Date: August 19, 2002
Synopsis of Previous Council Action:
7/15/02 Allocation of $1,981,728 in the 2002/03 Capital Improvement Program (CIP) for
acquisition, and realigmnent Rosewood Drive (Laurelwood Drive) (Account No.242-362-5504-
7246).
9/17/01 Authorization to execute Agreement with John Egan & Associates, Inc. for Civil
Engineering Services for the realigmnent of Laurelwood Drive from Tippecanoe Avenue to
Orchard Drive.
Recommended Motion:
Adopt Resolution,
~~
James Funk
Contact person: Mehran Sepehri, Senior Civil Engineer
Phone:
'il?7
Supporting data attached: Staff Report, Reso., & Map
Ward:
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FUNDING REQUIREMENTS: Amount: $1,065,000.00
Source: (Acct. No.) 242-362-5504-7246
Acct. Description: Acquire Ril1ht of Way and alil!mnent to intersect at
Tippecanoe Avenue.
Finance:
Council Notes: fea>\~~) <?543JO~ , * I')
'\2 I---:SO~ d{):;I-d<'1("
AgeD( q 19/0;)
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution awarding public works contract to Matich Corporation, for the Laurelwood Drive
realignment between Tippecanoe Avenue and Orchard Drive (Phase I), per Plan No. 10373.
Background:
This project will realign and connect Laurelwood Drive with Harriman Place from Tippecanoe
Avenue to Orchard Drive. It consists of the removal of asphalt concrete (AC) paving, and
concrete curb & gutter, grading construction of base, asphalt concrete, curb and gutter, grouted
rock median, street light, traffic signal, striping, sewer, storm drain, and water line. City staff,
in cooperation with EDA staff, successfully sought State Infrastructure Loan Bank funding in
order to assist with financing of this very important project as part of the HUB project being
undertaken by the EDA in cooperation with the Inland Valley Agency and SBT Partners as the
private developer. .
The EDA has recently completed the purchase of the right of way required for phase I of the
project and are ready for us to move forward. They are also in the process of purchasing right
of way for phase II of the street project, which includes right of way on Tippecanoe Avenue and
on Laurelwood Drive from Tippecanoe Avenue to 300 feet west of Tippecanoe Avenue. Staff
proposes to move forward with this public works street project as soon as possible to help
alleviate traffic congestion along Tippecanoe Avenue and to support economic development in
the area.
The plans and specifications for this public works street project are complete. The public works
street project is ready to be awarded. The estimated project costs are as follows:
Construction Cost $ 856,658.00
Contingencies $ 83,000.00
Design (John Egan & Assoc.) $ 94,460.00
Insnection, and Contract Administration $ 30,882.00
Total $1,065,000.00
This public works street project was advertised locally in the San Bernardino County Sun
Newspaper, P.W. Dodge, Green Sheet, Daily Construction, Bid America, Plan Room, the City's
web site, and with the San Bernardino Area Chamber of Commerce. The following four companies
responded:
Name of Bidder City Amount of Bid
Matich Corporation San Bernardino $ 856,658.00
Vance Corporation Rialto $ 914,242.00
Silvia Construction, Inc. Rancho Cucamonga $ 917,774.35
Contracting Engineers, Inc. Newport Beach $1,018,621.00
Engineering Estimate $ 865,000.00
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Based on review of the sealed competitive bids received, staff has determined that Matich
Corporation, the apparent low bidder, has met the minimum requirements of the specifications and
bid guidelines, and therefore, staff recommends that the Mayor and Common Council award the
referenced public works contract accordingly.
Financial Impact:
Provided that the HUB project moves forward (including development project undertaken by
SBT Partners) adequate funding for this project in the amount of $1,981,728 has been allocated
from the Street Construction Fund State Infrastructure Loan Bank in the 2002/03 Capital
Improvement Program for the acquisition and realignment of Rosewood Drive (Laurelwood
Drive) in Account No.242-362-5504-7246. In the event that SBT Partners may not proceed in a
satisfactory manner with its development project, another source of funding for this public street
project will be required.
Recommendation:
Adopt resolution.
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City of San Bernardino, California
Department of Public Works, Division of Engineering
July 29, 2002
File No. 1.7153
W.O. No. 129-367-5504-7153
DWG. No. 10373
Laurelwood Drive Realignment
Between
Tippecanoe Avenue and Orchard Drive
(Phase I)
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2 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
ERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION, FOR
AURELWOOD DRIVE REALIGNMENT BETWEEN TIPPECANOE A VENUE AND
RCHARD DRIVE (PHASE I), PER PLAN NO. 10373.
RESOLUTION NO.
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BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
ITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. Matich Corporation, is the lowest responsible bidder for Laurelwood
rive realignment between Tippecanoe Avenue and Orchard Drive (Phase I), per Plan No.
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10373. A contract is awarded accordingly to said bidder in a total amount of $856,658.00,
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ith a contingency amount of $83,000, but such award shall be effective only upon being fully
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12 xecuted by both parties. All other bids, therefore, are hereby rejected. The Mayor is hereby
13 uthorized and directed to execute said contract on behalf of the City; a copy of the contract is
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14 n file in the office of the City Clerk and incorporated herein by reference as fully as though
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set forth at length.
SECTION 2. This contract and any amendment or modifications thereto shall not take
ffect or become operative until fully signed and executed by the parties and no party shall be
19 bligated hereunder until the time of such full execution. No oral agreements, amendments,
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odifications or waivers are intended or authorized and shall not be implied from any act or
ourse of conduct of any party.
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SECTION 3. This resolution is res,cinded if the parties to the contract fail to execute it
ithin sixty (60) days of passage of the resolution.
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SOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
ERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION, FOR
AURELWOOD DRIVE REALIGNMENT BETWEEN TIPPECANOE AVENUE AND
RCHARD DRIVE (PHASE I), PER PLAN NO. 10373.
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and
ommon Council of the City of San Bernardino at a meeting thereof, held on
e_day of , 2002, by the following vote, to wit:
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16 C CAMMACK
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ouncil Members:
AYES
NAYS
ABSTAIN ABSENT
City Clerk
The foregoing resolution is hereby approved this
day of
,2002.
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Judith Valles, Mayor
City of San Bernardino
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City of San Bernardino, California
Department of Public Works, Division of Engineering
July 29, 2002
File No. 1.7153
W,O. No. 129-367-5504-7153
DWG. No. 10373
Laurelwood Drive Realignment
Between
Tippecanoe Avenue and Orchard Drive
(Phase I)
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VICINITY
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N. T.S.
CITY OF SAN BERNARDINO
Interoffice Memorandum
CITY CLERK'S OFFICE
Records and Information Management (RIM) Program
DATE:
September 16,2002
TO:
Mehran Sepehri, Senior Civil Engineer
FROM:
Michelle Taylor, Senior Secretary
RE:
Transmitting Documents for Signature ~ Resolution 2002-296
At the Mayor and Common Council meeting of September 9, 2002, the City of San Bernardino
adopted Resolution 2002-296 - Resolution awarding a contract to Matich Corporation for
Laure/wood Drive realignment between Tippecanoe Avenue and Orchard Drive (Phase I), per
Plan No. 10373.
I am providing you with one certified copy of Resolution 2002-296 and four (4) original bound
contracts. Please obtain signatures where indicated and return one fully. executed original
contract to the City Clerk's office as soon as possible.
Please be advised that the resolution and contract will be null and void if not executed
within 60 days, or by November 8, 2002.
If you have any questions, please do not hesitate to contact me at ext. 3206. Thank you.
Please sign and return.
Date:
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** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT **
RESOLUTION AGENDA ITEM TRACKING FORM
Resolution # d OJ:;) -;;>9 (.,
Abstain Absent ...A-
Meeting Date (Date Adopted): <Zj'-Cj' -o.;l. Item # {;) f)
Vote: Ayes ;) - ') Nays ..f)
Change to motion to amend original documents: -
Reso. # On Attachments: ~ Contract term: -
Note on Resolution of Attachment stored separately: V
Direct City Clerk to (circle I): PUBLISH, POST. RECORD W/COUNTY
Date Sent to Mayor:
q -II-() ?-
Date of Mayor's Signature: q -I ;)--O?-
Date of ClerklCDC Signature: c(_ \ '3,-0;>-
NullNoidAfter: !.co O~.~~/-){-6~
By: -
Reso. Log Updated: ,/
Seal Impressed: V
60 Day Reminder Letter Sent on 30th day:
90 Day Reminder Letter Sent on 45th day:
See Attached: / Date Returned: m-\ -4 -0 )-
See Attached:
See Attached:
Date Memo/Letter Sent for Signature:
<j'-I b-O";>-
Request for Council Action & Staff Report Attached:
Updated Prior Resolutions (Other Than Below):
Updated CITY Personnel Folders (6413, 6429, 6433, 10584, 10585, 12634):
Updated CDC Personnel Folders (5557):
Updated Traffic Folders (3985, 8234, 655, 92-389):
Copies Distributed to:
City Attorney .;'
Parks & Rec.
Code Compliance Dev. Services ~
Police Public Services Water
Notes:
&0,'\D (CJ~
Yes ~ No By
Yes No --..L- By
Yes No --L-- By
Yes No -?- By
Yes NoL By
EDA
Finance / MIS
Others: me~SiR8-h'Li (2)
BEFORE FILING. REVIEW FORM TO ENSURE ANY NOTATIONS MADE HERE ARE TRANSFERRED TO THE
YEARLY RESOLUTION CHRONOLOGICAL LOG FOR FUTURE REFERENCE (Contract Term, etc.)
Ready to File: ~
Date: /0 -I Lj-Q;>"
Revised 01/\2/01
Meeting Date; 09/09/2002
Item 1127
Resolution #2002-296
ORIGINAL>
FILE NO. 1.7153
ACCT. NO, 129-367-5504-7153
CITY OF SAN BERNARDINO
ST A TE OF CALIFORNIA
CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO, 10373
FOR
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE A VENUE AND ORCHARD DRIVE
(PHASE I)
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DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPl\IENT SERVICES
CITY OF SAN BERNARDINO
JUNE, 2002
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M,
ON
.JULY 25
,,2002
E..Y. HI e,IT Yi/
02 296
FILE NO. 1.7153
ACCT. NO. 129-367-5504-7153
JULY 17, 2002
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
ADDENDUM NO. FIVE
FOR
PLANS AND SPECIAL PROVISIONS NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE AVENUE AND ORCHARD DRIVE
(PHASE I)
The Special Provisions for this project are hereby amended as follows:
I. Enclosed, please find an updated BID SCHEDULE.
2. Enclosed, please find a copy of an updated SECTION II, "CLEARING AND
GRUBBING".
3. Included you will find a new section:
SECTION 11-2
"GRADING AND UNCLASSIFIED EXCA V A TION".
4. Enclosed, please find a revised SECTION 14, "ASPHALT CONCRETE".
5. Plans have been revised for clarification and a new set is provided with this
addendum.
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. FIVE
AT THE BOTTOM OF THE SIGNATURE SHEET INCLUDED WITH THEIR BID.
BY k/Ic~
Nrc C/CASEY, Engmeer
DATE: }"1 6'-'
Addendum No. Five
File No. 1.7153
July 17.2002
SP 10373
02 296
Please acknowledge receipt of Addendum No.5 by faxing this executed page to
(909) 234-5155. Also, submit this execute page with your bid submittal proposal form:
The undersigned acknowledges receipt of ADDENDUM NO.5, and the cost, if any,
of such revisions have been included in the TOTAL BID of the Bid Sheet(s).
Name of Bidder:
(Please Print)
Signature:
2
Addendum No. Five
File No. 1.7153
July 17,2002
SP 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
I. LS MOBILIZA nON at the Lump Sum Price, at
Dollars &
Cents $ ILS $
2 LS TRAFFIC CONTROL at the Lump Sum
Price, at
Dollars &
Cents $ ILS $
3. LS CLEARING AND GRUBBING at the Lump
Sum Price, at
Dollars &
Cents $ ILS $
4. 5,400 CY GRADING AND UNCLASSIFIED
(F) EXCA V A nON at
Dollars &
Cents $ ICY $
5. 1,750 LF PCC CURB & GUTTER, TYPE "B" per City
Std No. 200 at
Dollars &
Cents $ ILF $
6. 7,500 SF PCC SIDEWALK per City Std No. 202, Type
"B"at
Dollars &
Cents $ ISF $
7. 1,750 SF PCC CROSS GUTTER AND SPANDREL,
per City Std No. 20 I at
Dollars &
Cents $ ISF $
(F) = Indicate a Final Pay Item
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
8. 7,950 SY Construct GEOTEXTlLE, TYPE ISON at
Dollars &
Cents $ ISY $
9. 7,950 SY Construct BIAXIAL GEOGRID, TYPE "S"
at
Dollars &
Cents $ ISY $
10. 1,800 TN ASPHALT CONCRETE PAVEMENT at
Dollars &
Cents
$ ITN $
II 4,400 TN AGGREGATE BASE at
Dollars &
Cents
$ fTN $
12. EA PCC CURB RAMP, per APW A Std 111-2,
Case D, Type I, within area of curb return at
Dollars &
Cents $ lEA $
13. 4 EA PCC CURB RAMP, per City Std No. 205,
within area of curb return at
Dollars &
Cents $ lEA $
2
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
14. EA LOCAL DEPRESSION per City Std No. 407,
Type I (CB W=21'J at
Dollars &
Cents $ lEA $
IS. 2 EA LOCAL DEPRESSION per City Std No. 407,
Type I (CB W=14') at
Dollars &
Cents $ lEA $
16. 325 SF COMMERCIAL DRIVEWAY APPROACH
per City Std No. 204 at
Dollars &
Cents $ ISF $
17. 3 EA ADJUST EXISTING VALVE COVER TO
GRADE at
Dollars &
Cents $ lEA $
18. 2 EA ADJUST EXISTING MANHOLE COVER
TO GRADE at
Dollars &
Cents $ lEA $
19. 2 EA ADJUST CATV PULL BOX TO GRADE at
Dollars &
Cents
$ lEA $
20. 1,300 LF 8" SEWER MAIN per City Std No. 306,
including connect to existing manhole at
Dollars &
Cents $ ILF $
3
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVIStONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
21. 400 LF 6" SEWER LATERALS per City Std No. 305
at
DoJlars&
Cents $ ILF $
22. 4 EA 48.. SEWER MANHOLE & COVER per
City Std No. 30 I & 304 at
Dollars &
Cents $ lEA $
23. LF SHORING OF SEWER TRENCH
EXCAVATION at
DoJlars&
Cents $ ILF $
24. 450 LF 42" RCP STORM DRAIN MAIN LINE at
Dollars &
Cents
$ ILF $
25. 100 LF 36.. RCP STORM DRAIN at
DoJlars&
Cents
$ ILF $
26.
112
LF
24" RCP STORM DRAIN at
Dollars &
Cents
$ ILF $
4
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
.02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
27. EA CATCH BASIN, W ~ 21' per City Std No.
405 at
Dollars &
Cents $ lEA $
28. 2 EA CATCH BASIN, W = 14' per City Std No.
405 at
Dollars &
Cents $ lEA $
29. 3 EA JUNCTION STRUCTURE NO.2 per City
Std No. 413 at
Dollars &
Cents $ lEA $
30. EA MANHOLE NO.2 per City Std No. 415 at
Dollars &
Cents
$ lEA $
31. LS SHORING for STORM DRAIN TRENCHES
and EXCAVATIONS at the Lump Sum price at
Dollars &
Cents $ ILS $
32. LS RECONSTRUCT EXISTING STORM
DRAIN MANHOLE Station 5+46.87 at the
Lump Sum price at
Dollars &
Cents $ ILS $
33.
1,700
TN
IMPORTED BACKFILL as ordered by the
Engineer at
Dollars &
Cents
$
fTN $
5
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
34. LS STREET LIGHTING - Laurelwood Drive per
Dwg E-1, at the Lump Sum price at
Dollars &
Cents $ ILS $
35. LS TRAFFIC SIGNAL - Laurelwood Drive and
Shopping Center per Dwg T-2, including
Interconnect Conduit (with Pull Rope), at the
Lump Sum price at $ ILS $
Dollars &
Cents
36. LS TRAFFIC STRIPING, PAVEMENT
MARKING and RPM, at the Lump Sum price
at
Dollars & $ ILS $
Cents
37. 40 LF WOOD POST BARRICADE per City Std No.
505 at
Dollars &
Cents $ ILF $
38. 1,415 LF 12" CLASS SO DIP including connection to
existing 12" line in Harriman Place at
Dollars & $ ILF $
Cents
39. 393 LF 8" CLASS SO DIP at
Dollars &
Cents
$ ILF $
6
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
40. 210 LF 6" CLASS 50 DIP at
Dollars &
Cents
$ ILF $
41. 2 EA 12" GATE VALVE per San Bernardino
Municipal Water Department Std W3.1 at
Dollars &
Cents $ lEA $
42. 6 EA 8" GATE VALVE per San Bernardino
Municipal Water Department Std W3.1 at
Dollars &
Cents $ lEA $
43. 7 EA 6" GATE VALVE per San Bernardino
Municipal Water Department Std W3.1 at
Dollars &
Cents $ lEA $
44. 5 EA 6" FIRE HYDRANT ASSEMBLY (NEW)
per San Bernardino Municipal Water
Department Std W2.2 at
Dollars & $ lEA $
Cents
45. LS CONNECTION to existing 16" Water Main in
Tippecanoe Avenue, including 12" Gate Valve
at the Lump Sum price at
Dollars &
Cents $ ILS $
7
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
BID SCHEDULE
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND UNIT PRICE
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS IN FIGURES TOTAL
46. LS CONNECTION to Existing 6" Water Main in
Orchard Drive, including Valve Assembly, at
the Lump Sum price at
Dollars & $ ILS $
Cents
47. EA 3" COMBINATION DOMESTIC &
IRRIGATION SERVICE per San Bernardino
Municipal Water Department Std Wl .12 at
Dollars & $ lEA $
Cents
48 2 EA 2" CHLORINATION & FLUSHING PORT
per San Bernardino Municipal Water
Department Std W6.7 at
Dollars & $ lEA $
Cents
49. LS SHORING OF WATER PIPELINE
TRENCHES & EXCA VA TIONS, at the
Lump Sum price at
Dollars & $ ILS $
Cents
50. 6 EA RELOCATE I" OR LESS DOMESTIC
WATER SERVICE LATERAL at
Dollars &
Cents
$ lEA $
8
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
'02296
BID SCHEDULE
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
51. 6 EA 8" WATER SERVICE LATERAL at
Dollars &
Cents
$ lEA $
52. EA 6" WATER SERVICE LATERAL at
Dollars &
Cents
$ lEA $
53. 6 EA 2" DOMESTIC WATER SERVICE
LATERAL at
Dollars &
Cents $ lEA $
TOTAL BID $
NOTE:
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 Proposal Amounts,
unit prices shall govern over extended amounts, and words shall govern over figures.
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.
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
9
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. [0373
02 296
PROPOSAL section as their bid to the City. Failure to do so will result in bid being
non-responsIve.
BIDDER declares that this proposal is based upon careful examination of the work
site, Bid and Contract Documents.
10
ADDENDUM NO.5
JULY 17.2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
SECTION 11-1
11-1 CLEARING AND GRUBBING
11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and
unclassified fill shall comply with Section 300-1, "Clearing and Grubbing", Section
300-2, "Unclassified Excavation", and Section 300-4, "Unclassified Fill", of the
Standard Specifications and these Special Provisions.
Clearing and grubbing shall include, but not be limited to the following items
as shown on the Plans or as specified in the Special Provisions.
The following items shall be classified as clearing and grubbing:
1. Removing Portland Cement Concrete curbs, curb and gutters, as shown
in the Plans, including saw cutting, and as directed by the Engineer.
2. Removing asphalt concrete pavement, and asphalt concrete dike, as
shown on the Plans, including saw cutting, and as directed by the
Engineer.
3. Remove existing features as shown on the Plans and as directed by the
Engineer, including but not limited to trees, walls, fences, drain inlets
and pipe, and including unknown miscellaneous items within the
proposed Laurelwood Drive right-of-way. (The existing houses,
garages, sheds, out buildings, foundations, patio slabs, septic tanks, trees
and large shrubs are to be removed by others and are not a part of this
contract. However, the Contractor is required to remove grass and
sprinkler systems that may remain after demolition of the structures.)
4. Traffic stripes and pavement markings to be removed will be designated
by the Engineer. Where blast cleaning is used for the removal of
painted traffic stripes and pavement markings or for removal of
Addendum No. Five
Section 11-1
FileNo. 1.7153
July 17, 2002
SP 10373
02 296
objectionable material, and such removal operation is being performed
within 10 feet of a lane occupied by public traffic, the residue including
dust shalI be removed immediately after contact between the sand and
the surface being treated. Such removal shalI be by a vacuum
attachment operating concurrently with the blast cleaning operation.
AlI removed concrete and other materials shalI become the property of the
Contractor and shalI 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.
I I -1.02 PAYMENT The lump sum price paid for "Clearing and
Grubbing", shall be considered as fulI compensation for doing all the work involved
in clearing and grubbing, and no additional compensation will be alIowed therefor.
2
Addendum No. Five
Section 11 ~ 1
File No. 1.7153
July 17.2002
SP 10373
02 296
SECTION 11-2
11-2 GRADING AND UNCLASSIFIED EXCA V A nON
11-2.01 GENERAL "Grading and Unclassified Excavation" shall
comply with Section 300-2, "Grading and Unclassified Excavation", of the Standard
Specifications and these Special Provisions.
The Contractor shall grade the roadway as required, provide all unclassified
excavating and unclassified fill necessary for curbs, gutters, cross gutter and apron,
sidewalk, driveways, and paving, as indicated on the Plans and described in these
Special Provisions. Excess and/or unsuitable materials shall be removed from the
site by the Contractor.
All embankments and subgrades shall be compacted in accordance with
Section 300-4.7, "Compacting" of Standard Specifications and these Special
Provisions. Subgrade for asphalt concrete shall be compacted to a relative density of
not less than 95%, for a depth not less than 1.5 feet for main roadways and 1.0 feet
for driveways.
Where unclassified fill and grading is necessary in preparation for laying
concrete, it shall be made with clean earth which shall be solidly compacted to avoid
future settlement.
Excess and unsuitable material shall be removed from the site by 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 Materials",
of these Standard Specifications.
The estimated quantities of unclassified excavation as shown in the Bid
Schedule shall be considered as final, and no additional allowance will be made
unless additional work is ordered by the Engineer or computational errors are
represented in writing five (5) working days prior to bid opening.
Addendum No. Five
File No. 1.7153
Section 11~2
July 17. 2002
SP 10373
02 296
Residential area, defined as all area not currently paved, shall be scarified to a
depth of:t 18 inches, all voids encountered filled, and soils compacted to relative
density of90 percent and within two percent of optimum moisture content
All subgrade below geotextile fabric shall be prepared in accordance with
Section 300-10 "Geotextiles for Separation" of the Standard Specifications and these
Special Provisions.
All subgrade for asphalt concrete below 0.50 feet below base material shall
be compacted to 90 percent of the maximum density and within two percent of
optimum moisture The upper 0.50 feet of subgrade for asphalt concrete shall be
compacted to a relative density of not less than 95 percent.
Outside the traveled way, in areas to receive concrete shall be compacted to a
relative density of not less than 90 percent.
11-2.02 PAYMENT -- The contract final unit price paid per cubic yard for
"Grading and Unclassified Excavation", shall include full compensation for
furnishing all labor, materials, tools, equipment and incidentals and for doing all the
work involved in performing unclassified excavation as designated on the Plans and
as directed by the Engineer, and no additional compensation will be allowed therefor.
Cost of compaction testing ordered by the Engineer shall be paid for in the
following manner:
1. Test 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.
2
Addendum No. Five
File No. 1.7153
Section 11.2
July 17.2002
SP 10373
02 296
SECTION 14
14-1 ASPHALT CONCRETE
14-1.Dl 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, as shown on the Plans, and these Special
Provisions.
Class and grade of asphalt concrete shall be C2-AR-4000.
A soil sterilant and tack coat shall be applied as directed by the Engineer.
3' wide asphalt concrete swale, 0.25' thick shall be constructed as shown on
the Plans and as directed by the Engineer.
The Contractor shall utilize Automatic Screed control as required by the
Engineer for asphalt paving. All paving machines, rollers and Automatic Screed
Control equipment including size, number and type, are subject to the approval of the
Engineer.
Unless approved otherwise, ski type devices, with a minimum length of 30
feet, shall be used to provide a reference for the grade sensor. Skis shall be
constructed and installed in such a manner that a reference to the average elevation of
the existing pavement, along the length of ski, is maintained at the sensor point.
When placing surfacing adjacent to surfacing previously placed in conformance with
these provisions, a joint matching shoe, of adequate size and type to properly sense
the grade ofthe previously placed mat, may be used in lieu of the 30-foot ski.
The ski shall be counted at a location, which will provide an accurate
reference for the surfacing being placed. This may require the ski to be mounted
ahead of, and inside the outer limits of the screed. Automatic cross slope control may
be accomplished by use of a ski and grade sensor on each side of the paving machine.
Addendum No. Five
File No. 1.7153
Section 14
Ju]y]7.2oo2
SP ]0373
02 296
14-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-
Chlorate", or "Borascu", with colored marker dye, manufactured by Pacific Coast
Borax Company or approved product of other manufacturer provided they are of
non-flammable type.
After all fine grading, checking, shaping and compacting of the subgrade has
been completed, all soil in the areas to receive bituminous concrete pavements shall
be thoroughly treated with soil sterilant and thoroughly sprinkled to distribute the
chemical through the first two or three inches of the subgrade.
The Contractor shall provide all necessary protection to prevent injury to
animal or plant life and property occasioned by the application of the soil sterilant.
The Contractor will be held responsible for all personal injury or property damage
caused by the application of soil sterilant or the storage of same.
Soil sterilant shall be applied in accordance with the manufacturer's
recommendations.
14-1.03 PAYMENT -- The contract unit price paid per ton for "Asphalt
Concrete Pavement", and "3' Wide Asphalt Concrete Swale", shall include full
compensation for doing all the work involved in placing material, complete in place,
including the application of soil sterilant and tack coat, as designated on the Plans,
and as directed by the Engineer, and no additional or separate compensation will be
allowed therefor.
Payment shall be made on the actual tonnage tickets submitted to the
Engineer. All A.C. tickets shall state the type of A.C. and oil (i.e. C2-AR-4000)
and shall state the actual location of where the A.C. will be placed.
2
Addendum No. Five
File No. 1.7153
Section 14
July 17,2002
SP 10373
:02 2 9 ~
FILE NO. 1.7153
ACCT. NO. 129-367-5504-7153
JULY 11, 2002
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
ADDENDUM NO. FOUR
FOR
PLANS AND SPECIAL PROVISIONS NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE AVENUE AND ORCHARD DRIVE
(PHASE I)
The Special Provisions for this project are hereby amended as follows:
BID OPENING DATE: THURSDAY, JULY 25, 2002 at 2:00 P.M.
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. FOUR
ON THE ADDENDUM SHEET OF THE BID DOCUMENTS INCLUDED IN PART I
OF THE SPECIAL PROVISIONS.
BY:
DATE:
7!JI!()c--
02 296
FILE NO. 1.7153
ACCT. NO. 129-367-5504-7153
July 9, 2002
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
ADDENDUM NO. THREE
PLANS AND SPECIAL PROVISIONS NO. 10373
FOR
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE AVENUE AND ORCHARD DRIVE
(PHASE I)
The Special Provisions for this project are hereby amended as follows:
1. BID OPENING DATE: TUESDAY, JULY 16, 2002 at 2:00 PM.
(Was scheduled for July 9, 2002. )
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. THREE
AT THE BOTTOM OF THE SIGNATURE SHEET INCLUDED WITH THEIR BID.
By:))L C}~
MEHRAN SEPEHRI, P.E. - Senior Civil Engineer
DATE:
7/~r"v
ADDENDUM NO. THREE
FILE NO. 1.7153
SP NO. 10373
July 9. 2002
02 296
FILE NO. 1.7153
ACCT. NO. 129-367-5504-7153
JULY 1,2002
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
ADDENDUM NO. TWO
FOR
PLANS AND SPECIAL PROVISIONS NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE AVENUE AND ORCHARD DRIVE
(PHASE I)
The Special Provisions for this project are hereby amended as follows:
Add the following BID ITEMS to the "BID SCHEDULE":
QTY UNIT DESCRIPTION
6 EA 8" WATER SERVICE LATERAL
1 EA 6" WATER SERVICE LATERAL
6 EA 2" DOMESTIC WATER SERVICE LATERAL
REVISED "BID SCHEDULE" sheets are provided in the attachments to this Addendum and shall
be used when submitting bid documents.
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. TWO
AT THE BOTTOM OF THE SIGNATURE SHEET INCLUDED WITH THEIR BID.
BY: ~~ C~~Engineer for
DATE: 7(01/0z...
I
02 296
Please acknowledge receipt of Addendum No.2 by faxing this executed page
to (909) 384-5155.
Also, submit this executed page with your BID DOCUMENTS:
The undersigned acknowledges receipt of ADDENDUM NO.2, and the cost, if any, of such
revisions have been included in the TOTAL BID of the Bid Sheet(s).
Name of Bidder:
(Please Print)
Signature:
ATTACHMENTS
TO
ADDENDUM NO. 2
REVISED BID DOCUMENTS
02 296
02 296
BID SCHEDULE
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM ESTIMATED DESCRlPTION OF ITEMS
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
IN FIGURES
49.
LS RECONSTRUCT existing STORM LS
DRAIN MANHOLE, Station 5+46.87
at the Lump Sum price of
50. 6 EA Relocate 1" or less DOMESTIC lEA
WATER SERVICE LATERAL
at
per EACH
51. 6 EA 8" WATER SERVICE LATERAL lEA
at
per EACH
52. 1 EA 6" WATER SERVICE LATERAL lEA
at
per EACH
53. 6 EA 2" DOMESTIC WATER SERVICE lEA
LATERAL at
per EACH
54. 1,700 TN IMPORTED BACKFILL as ordered ITN
by the Engineer, at
per TON
TOTAL BID $
Addendum No.2
July I, 2002
Special Provisions No. 10373
xvii
NOTE:
02 296
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 figures. 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.
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 DOCUMENT
section as their bid to the City. Failure to do so will result in bid being non-responsive.
BIDDER declares that this BID is based upon careful examination of the work site and
the Bid and Contract Documents.
Addendum No.2
July I, 2002
Special Provisions No. 10373
xvii .1
02 296
FILE NO. 1.7153
ACCT. NO. 129-367-5504-7153
JUNE 27,2002
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
ADDENDUM NO. ONE
FOR
PLANS AND SPECIAL PROVISIONS NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE A VENUE AND ORCHARD DRIVE
(PHASE I)
The Special Provisions for this project are hereby amended as follows:
I. The "DESCRIPTION OF ITEMS" in the "BID SCHEDULE" for this project are
hereby amended as follows (changes in bold text):
DESCRIPTION OF ITEMS
ITEM NO. 29
IS: 12" CLASS 50 DIP
ITEM NO. 30
WAS: 12" CL 350 DIP
IS: 8" CLASS 50 DIP
WAS: 8" CL 350 DIP
ITEM NO. 31
IS: 6" CLASS 50 DIP
WAS: 6" CL 350 DIP
2. Add the following BID ITEMS to the "BID SCHEDULE":
50.
6
EA Relocate I" or less DOMESTIC
WATER SERVICE LATERAL
at
lEA
per EACH
02 296
2. ( Continued)
51.
1,700
TN IMPORTED BACKFILL as ordered
by the Engineer, at
/TN
per TON
REVISED "BID SCHEDULE" sheets are provided in the attachments to this Addendum and shall
be used when submitting bid documents.
3. ADD mlssmg sheet "xxi", "TRAFFIC SIGNAL VENDOR INFORMATION" in
the "BID DOCUMENTS".
THIS SHEET is provided in the attachments to this Addendum and shall be used when submitting
bid documents..
4. REPLACE incorrect "BIB BOND FORM" in the "BID DOCUMENTS"
The CORRECTED SHEET is provided in the attachments to this Addendum and shall be used
when submitting bid documents..
5. REPLACE incorrect "MBE/WBE INFORMATION - GOOD FAITH EFFORTS"
sheet "xxv" in the "BID DOCUMENTS" that conflicts with the established
percentage of minority participation project goals in Section 2 of the Part II, Special
Provisions
The CORRECTED SHEET is provided in the attachments to this Addendum and shall be used
when submitting bid documents..
The following changes are made to PART II, SPECIAL PROVISIONS:
6. REVISE SECTION 5, "5-1.07 ATTORNEY'S FEES AND ARBITRATION"
IS: "Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is
hereby specifically excluded from this Contract."
WAS: "Required Binding Arbitration is hereby specifically excluded from this Contract."
7. REVISE SECTION 6, "6-1.16 MEETINGS"
IS: "e. Meeting minutes will be taken by the Contractor or his/her designee. The
meeting minutes will be made available to all participants at the following
weekly meeting. The Contractor shall be responsible to distribute the meeting
minutes to all parties performing work under his contract."
WAS: "e. 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."
02 296
8. REVISE SECTION II, "11-1.01 GENERAL"
IS: "3. Remove existing features as shown on the Plans and as directed by the
Engineer, including but not limited to trees, walls, fences, drain inlets and pipe, and
including unknown miscellaneous items that can be removed by hand."
WAS: "3 Remove existing features as shown on the Plans and as directed by the Engineer,
including but not limited to trees, walls, and fences, drain inlets and pipe and other
miscellaneous items."
9. REVISE SECTION 24, "24-1.09 TRAFFIC UPS, OVERVIEW, 2.0 Description"
IS: "2.1.1 Mounting method shall be shelf-mount."
WAS: "2.1.1 NEMA Style: mounting method shall be shelf-mount or wall-mount."
IS: "2.1.3 ( BLANK)
WAS: "2.1.3 External: A separate, stand-alone, pad-mounted, outdoor (NEMA 3R)
enclosure shall be available should there be inadequate room in the signal cabinet or
should the consulting/traffic engineer prefer independent, external mounting."
10. REVISE SECTION 24, "24-1.12 VEHICLE SIGNAL FACES"
IS: "Mast arm and arrow signal heads shall be 12" diameter. Pole mounted signal
heads shall be 12" diameter."
WAS: "Mast arm and arrow signal heads shall have 12" lenses. Pole mounted signal heads
shall have 12" lenses."
II. ADD 1.17 Service Lateral Connections to SECTION 25, "TECHNICAL
SPECIFICATION, INSTALLATION, I. GENERAL
1.17 Service Lateral Connections - There are currently six (6) y," to %" service
laterals, connected to the existing main, which will be relocated to the new
main as part of this Contract and included as a bid item.
The relocation shall be constructed as follows:
Relocation of the service lateral and relocation of the existing meter and meter
box will be required and shall include installation of a new I" crop stop, a new
I" copper pipe and a new I" angle valve.
12. Add Traffic Striping, Pavement Marking. Raised Pavement Marker and Signal,
Lighting & Electrical Systems Symbols and Abbreviations Standard Plans to
"APPENDIX B - STANDARD DRAWINGS"
The above described Standard Plans ( A20A -A20D; A24A - A24D; ES-I A ) are
attached to this addendum
02 296
The Plans for this project are hereby amended as follows:
The "WATER IMPROVEMENTS, Dwg. 10373-W, Sheets GI, PI & P2 (3 of3)
are revised and included as a part of this Addendum No. I.
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE
AT THE BOTTOM OF THE SIGNATURE SHEET INCLUDED WITH THEIR BID.
BY:
)Ak-q~
RAYMOND C. CASEY, City Engineer
for
DATE:
61Z,~(o "2.
Please acknowledge receipt of Addendum No. I by faxing this executed page to (909) 234-5155.
Also, submit this execute page with your bid submittal proposal form:
The undersigned acknowledges receipt of ADDENDUM NO. I, and the cost, if any, of such
revisions have been included in the TOTAL BID of the Bid Sheet(s).
Name of Bidder:
(Please Pnnt)
Signature:
02 296
ATTACHMENTS
TO
ADDENDUM NO. 1
02 296
REVISED
BID
DOCUMENTS
02 2.95
BID SCHEDULE
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT TOTAL
NO. QUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS PRICE IN FIGURES
25. 1,314 LF 8" SEWER MAIN per CITY STD. ILF
NO. 306 including connect to existing
manhole, at
per UN. FT.
26. 386 LF 6" SEWER LATERALS per CITY ILF
STD. NO. 305, at
per UN. FT.
27. 4 EA 48" SEWER MANHOLE & COVER lEA
per CITY STDS. NO. 301 & 304, at
per EACH
28. 1,700 LF SHORING of SEWER TRENCH ILF
EXCAVATION, at
per UN. FT.
29. 1,415 LF 12" CLASS 50 DIP including connection ILF
to existing 12" Line in Harriman Place
at
per UN. FT.
30. 393 LF 8" CLASS 50 DIP, at ILF
per UN. FT.
Addendum No. I
June 27, 2002
Special Provisions No.1 0373
xiii
02 296
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT TOTAL
NO. OUANTlTY UNIT WITH UNIT PRICE WRITTEN IN WORDS PRICE IN FIGURES
31. 210 LF 6" CLASS 50 DIP, at ILF
per UN. FT.
32. 2 EA 12" GATE VALVE per CITY lEA
WATER DEPT. STD. W 3.1, at
per EACH
33. 6 EA 8" GATE VALVE per CITY lEA
WATERDEPT. STD. W 3.1, at
per EACH
34. 7 EA 6" GATE VALVE per CITY lEA
WATER DEPT. STD. W3.I,at
per EACH
35. 5 EA 6" FIRE HYDRANT ASSEMBLY lEA
(NEW) per CITY WATER DEPT. STD.
2.2, at
per EACH
36. LS CONNECTION to existing 16" LS
Water Main in Tippecanoe Avenue
including 12" Gate Valve, at the Lump
Sum price of
Addendum No.1
June 27, 2002
Special Provisions No. 10373
XIV
BID SCHEDULE
02 296
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM
NO.
ESTIMATED
QUANTITY
I
DESCRlPTION OF ITEMS
UNIT WITH UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
IN FIGURES
49.
LS RECONSTRUCT existing STORM
DRAIN MANHOLE, Station 5+46.87
at the Lump Sum price of
LS
50. 6 EA Relocate I" or less DOMESTIC lEA
WATER SERVICE LATERAL
at
per EACH
51. 1,700 TN IMPORTED BACKFILL as ordered ITN
by the Engineer, at
per TON
TOTAL BID $
NOTE:
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 figures. 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.
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 DOCUMENT section
as their bid to the City. Failure to do so will result in bid being non-responsive.
BIDDER declares that this BID is based upon careful examination of the work site and the
Bid and Contract Documents.
Addendum No.1
June 27, 2002
Special Provisions No. 10373
xvii
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02 296
BID BOND
FOR
(Project Title)
The amount of the Bid Bond shall be equal to an amount
not less than 10% of the Total Bid
KNOW ALL MEN BY THESE PRESENT that , as
CONTRACTOR and , as
SURETY, are held and firmly bound unto the City of SAN BERNARDINO, in the penal sum
of dollars ($ ), which is 10 % of the
total amount bid by BIDDER to the City of SAN BERNARDINO for the above stated project,
for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and
severally, firm by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to
submit a bid to the City of SAN BERNARDINO for the above stated project, if said bid is
rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in
the manner and time specified, then this obligation shall be null and void, otherwise it shall
remain in full force and effect in favor of the City of SAN BERNARDINO.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this
day of ,20_
CONTRACTOR'
SURETY'
'Provide CONTRACTOR/SURETY name, address and telephone number and the name, title,
address and telephone number for authorized representative.
Subscribed and sworn to this _ day of
,20_.
NOTARY PUBLIC
Addendum No. I
June 27, 2002
Special Provisions No. 10373
XXIV
02 296
MBE/WBE INFORMATION - GOOD FAITH EFFORTS
The City of San Bernardino has established a Minority Business Enterprise (MBE) Goal of 15% and a Women
Business Enterprise (WBE) Goal of 5% for this project. The information provided herein shows that adequate good
faith efforts were made.
A. The names and dates of each publication in which a request for MBE/WBE participation
for this project was placed by the bidder (please attach copies of advertisements or
proofs of publication):
Publications
Dates of Advertisement
B. The names and dates of written notices sent to certified MBEs/WBEs soliciting bids for
this project and the dates and methods used for following up initial solicitations to
determine with certainty whether the MBEs/WBEs were interested (please attach
copies of solicitations, telephone records, fax confirmations, etc.):
Names ofMBE/WBE
Solicited
Initial Solicitation
Dates
Follow Up Methods
and Dates
C. The items of work which the bidder made available to MBEIWBE firms, induding,
where appropriate, any breaking down of the contract work items (induding those
items normally performed by the bidder with its own forces) into economically
feasible units to facilitate MBE/WBE participation. It is the bidder's responsibility to
demonstrate that sufficient work to facilitate MBE/WBE participation was made
available to MBEIWBE firms.
Items of Work
Breakdown of Items
Addendum No.1
June 27, 2002
Special Provisions No. 10373
xxv
02 296
REVISED SECTIONS
OF
PART II
SPECIAL PROVISIONS
02 296
damages to persons and property the Contractor, having control over such work, must properly
guard. The Contractor shall be responsible for any damage to any person or property resulting
from defects, obstructions, or any time before its completion and final acceptance, and shall
indemnify and save harmless the City of San Bernardino, the Mayor, the City Council and the
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.
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 9-1.1 0 regarding Binding Arbitration is
hereby specifically excluded from this Contract.
5-1.08 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 Bids". 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.
5-1.09 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 interlineation, alterations, or erasures. No oral, telegraphic, or telephonic bid, proposal,
modification, or withdrawal will be considered.
Addendum No.1
Special Provisions No. 10373
June 27, 2002
SP-13
02 296
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.
C. The Contractor and its affected subcontractors shall attend safety coordination
meetings. The minutes of their meetings shall be submitted to the Engineer.
6-1.16 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 Contractor or his/her designee. The meeting
minutes will be made available to all participants 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.
6-1.17 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH - - Open trench,
as referred to herein, is defined as all excavations made for the permanent installations required on
the project, which have not been completely backfilled (including attaining relative densities) as
required elsewhere in these Specifications and in which either temporary or permanent paving has
not been placed.
I. Time Requirements for Open Trench - -
At any location, the trench excavation, pipe installation appurtenant structure
construction, pipe bedding, and backfill and the specified permanent surfacing shall
be satisfactorily completed within ~ calendar days after removal of the existing
pavement or surfacing.
Addendum No. I
June 27, 2002
Special Provisions No. 10373
SP-20
02 296
SECTION 11
11-1 CLEARING AND GRUBBING
UNCLASSIFIED EXCA V A nON AND UNCLASSIFIED FILL
11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified fill
shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified
Excavation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these
Special Provisions.
Clearing and grubbing shall include, but not be limited to the following items as shown on
the Plans or as specified in the Special Provisions.
The following items shall be classified as clearing and grubbing:
I. Removing Portland Cement Concrete curbs, curb and gutters, as shown in the Plans,
including saw cutting, and as directed by the Engineer.
2. Removing asphalt concrete pavement, and asphalt concrete dike, as shown on the
Plans, including saw cutting, and as directed by the Engineer.
3. Remove existing features as shown on the Plans and as directed by the Engineer,
including but not limited to trees, walls, fences, drain inlets and pipe, and including unknown
miscellaneous items that can be removed by hand.
4. Traffic stripes and pavement markings to be removed will be designated by the
Engineer. Where blast cleaning is used for the removal of painted traffic stripes and pavement
markings or for removal of objectionable material, and such removal operation is being performed
within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed
immediately after contact between the sand and the surface being treated. Such removal shall be by
a vacuum attachment operating concurrently with the blast cleaning operation.
All removed concrete and other materials shall become the property of 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 Contractor shall grade the roadway as required, provide all unclassified excavating
and unclassified fill necessary for curbs, gutters, cross gutter and apron, sidewalk, driveways, and
paving, as indicated on the Plans and described in these Special Provisions. Excess and/or
unsuitable materials shall be removed from the site by the Contractor.
Where unclassified fill and grading is necessary in preparation for laying concrete, it shall
be made with clean earth which shall be solidly compacted to avoid future settlement.
Addendwn No. I
June 27, 2002
Special Provisions No. 10373
SP-33
02 296
I. The Traffic UPS shall not duplicate or take over flash operation or flash transfer
relay functions.
J. The Traffic UPS shall be capable of providing continuous, fully conditioned,
regulated, sinusoidal (AC) power to selected devices such as signal controllers,
modems, communications hubs, NTCIP adapters and video equipment.
2.0 Description
The Traffic UPS shall consist ofthree major components, the Electronics Module, the
Power Interface Module, and the Battery System.
2.01 The Electronics Module shall consist of the following:
A. True sine wave, high frequency inverter utilizing IGBT technology,
B. 3-stage, temperature compensated, battery charger,
C. For connection from the Electronics Module to the Power Interface Module and
Battery System, dedicated harnesses shall be provided with quick-release, keyed,
circular connectors and braided nylon sleeving over all conductors,
D. Local and remote control of UPS functions,
E. Local and remote communications capabilities,
F. And be capable of accepting and NTCIP ready adapter or a Spread Spectrum
Radio modem,
G. Separate Power Interface Module (PIM) for inserting power safely and reliable.
2.1 Mounting/Configuration
2.1.1 Mounting method shall be shelf-mount.
2.1.2 170 Style: mounting method shall be 19" rack-mount. Shelf angles or rails, typically
supplied by others, are available as optional accessories.
2.1.3 (BLANK)
Addendum No. 1
June 27, 2002
Special Provisions No. 10373
SP-49
02 296
The video detection system shall be installed by supplier factory certified installers
and as recommended by the supplier and documented in installation materials provided by the
supplier. Proof of factory certification shall be provided.
24-1.11 (g) Limited Warranty -- The supplier shall provide a limited two-year
warranty on the video detection system. See suppliers standard warranty included in the Terms
and Conditions of Sale documentation.
During the warranty period, technical support shall be available from the supplier via
telephone within 4 hours of the time a call is made by a user, and this support shall be available
from factory-certified personnel or factory-certified installers.
During the warranty period, updates to VDP software shall be available from the
supplier without charge.
24-1.11 (h) Maintenance and Support -- The supplier shall maintain an adequate
inventory of parts to support maintenance and repair of the video detection system. These
parts shall be available for delivery within 30 days of placement of an acceptable order at the
supplier's then current pricing and terms of sale for said parts.
The supplier shall maintain an ongoing program of technical support for the video detection
system. This technical support shall be available via telephone, or via personnel sent to the
installation site upon placement of an acceptable order at the supplier's then current pricing and
terms of sale for on site technical support.
Installation or training support shall be provided by a factory authorized
representative.
All product documentation shall be written in the English language.
24-1.12 VEHICLE SIGNAL FACES -- Vehicle signal faces shall conform to the
provisions in Section 86-4, "Traffic Signal Faces and Fittings", of the Standard Specifications
and these Special Provisions.
Mast arm and arrow signal heads shall be 12" diameter. Pole mounted signal heads
shall be 12" diameter.
All lamps for traffic signal units shall be furnished by the Contractor.
Signal section housing and backplates shall be metal type.
24-1.13 LIGHT EMITTING DIODE (LED) SIGNAL MODULES -- Light emitting
diode (LED) signal modules shall conform to the CaItrans "Standard Specification, dated July,
1999, and the CaItrans Standard Plan and these Special Provisions.
Addendum No. 1
June 27, 2002
Special Provisions No. 10373
SP-60
02 296
Existing waterlines and water services shall be abandoned after connections to
existing waterlines and new water service connections have been accomplished.
1.17 Service Lateral Connections - There are currently six (6) Y:," to v.," service
laterals, connected to the existing main, which will be relocated to the new main
as part of this Contract and included as a bid item.
The relocation shall be constructed as follows:
Relocation of the service lateral and relocation of the existing meter and meter box
will be required and shall include installation of a new I" crop stop, a new I"
copper pipe and a new I" angle valve.
Addendum No. 1
June 27, 2002
Special Provisions No. 10373
SP-98
STD. PLAN A20A
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02 296
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212
02 296
TABLE OF CONTENTS
NOTICE INVITING BIDS
PART I
BID DOCUMENTS
BID FORM
BID SCHEDULE
BIDDER'S INFORMATION AND SIGNATURE
DESIGNATION OF SUB-CONTRACTORS
TRAFFIC SIGNAL VENDOR INFORMATION
WORKMEN'S COMPENSATION INSURANCE CERTIFICATION
NON-COLLUSION AFFIDAVIT
BID BOND
MBE/WBE INFORMATION - GOOD FAITH EFFORTS
REFERENCES
PART II
PAGE
SPECIAL PROVISIONS
SECTION 1- SPECIFICATIONS AND PLANS SP-I
SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-4
SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-7
SECTION 4 - CONSTRUCTION SCHEDULE AND COMMENCEMENT OF
WORK, TIME OF COMPLETION AND LIQUIDATION DAMAGES SP-9
SECTION 5 - LEGAL REQUIREMENTS SP-Il
SECTION 6 - GENERAL SP- I 6
SECTION 7 - UTILITIES SP-22
SECTION 8 - DESCRIPTION OF WORK SP-26
SECTION 9 - TRAFFIC SP-29
SECTION 10- MOBILIZATION SP-32
SECTION I I - CLEARING AND GRUBBING UNCLASSIFIED EXCA VA TION
AND UNCLASSIFIED FILL SP-33
SECTION 12 - GEOSYNTHETICS SP-35
SECTION 13 - BLANK
SECTION 14 - ASPHALT CONCRETE SP-36
SECTION 15 - AGGREGATE BASE SP-37
SECTION 16 - PORTLAND CEMENT CONCRETE SP-38
SECTIONS 17 - 19 - BLANK
SECTION 20 - TRAFFIC STRIPES AND PAVEMENT MARKING AND RAISED
RAISED PAVEMENT MARKERS SP-40
SECTION 21- STREET LIGHTING SP-41
SECTIONS 22 THROUGH 23 - BLANK
II
02 296
SECTION 23 - ROADSIDE SIGNS ( BARRICADES)
SECTION 24 - TRAFFIC SIGNALS
SECTION 25 - CONSTRUCTION AND RELOCATION OF WATER FACILITIES
SPECIFICATIONS FOR CONSTRUCTION
OF WATER FACILITIES
MUNICIPAL WATER DEPARTMENT STANDARD DRAWINGS
SECTION 26 - REINFORCED CONCRETE PIPE
SECTION 27 - CONCRETE STRUCTURES
SECTION 28 - BLANK
SECTION 29 - SHORING OF EXCA V A TION
SECTION 30 - 32 - BLANK
SECTION 33 - SEWER PIPE
SECTION 34 - MANHOLES
SECTION 35 - BLANK
SECTION 36 - ADJUSTMENTS TO GRADE
SECTIONS 37 - 49 - BLANK
SECTION 50 - REMOVAL AND RESTORATION OF EXISTING
IMPROVEMENTS EXCEPT STREET PAVEMENT
APPENDIX A
GEOTECHNICAL INVESTIGATION
BORING LOCATIONS AND TEST RESULTS
APPENDIX B
STANDARD DRAWINGS (PUBLIC WORKS CONSTRUCTION)
AGREEMENT
111
.
SP-44
SP-45
SP-73
SP-74
SP-103
SP-I06
SP-I08
SP-I09
SP-lll
SP-112
SP-l13
02 296
Engineer's Estimate: 5865,000
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for:
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE A VENUE AND ORCHARD DRIVE
(PHASE I)
in accordance with Special Provision No. 10373 in file in the Office of the City Engineer, Third
Floor, San Bernardino City Hall.
Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San
Bernardino, California with the Specification title and number clearly marked on the outside of the
envelope. The unit price must be written in words and also shown in figures.
Said bids will be received up to the hour of 2:00 p.m" on Tuesdav, July 9 , 2002, 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.
No bid will be received unless it is made on a bid form furnished by the City with the unit price
written in words and also shown in figures for each item, and with the total of each item and total of
all itcms filled in. 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 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 10% shall be paid to the City upon the condition above set
forth as liquidated damages and not as a forfeiture, All bonds furnished pursuant to this notice must
be in accordance with Section 2-4 of the Standard Specifications for Public Works Construction, 2002
edition.
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.
02 296
Said prevailing rates of wages shall conform to Section 1773 of the Labor Code, the general
prevailing wage rates in the county in which the work is to be done have been deternlined by the
Director of the California Department of Industrial Relations. These wages are set forth in the
General Prevailing Wage Rates for this project, available at the City Clerk's Office, and available
from the California Department of Industrial Relations' Internet web site at ht1.p://www.dir.ca.gov.
Future effective general prevailing wage rates, which have been predetermined and are on file with
the California Department of Industrial Relations are referenced but not printed in the general
prevailing wage rates.
The Contractor may substitute secuntIes for any monies withheld by the Agency to ensure
performance under the contract as provided for in Section 22300 of California Government Code and
Section 10263 of the California Public Contract Code.
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 ofrace, 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.
The Contractor shall possess a Class "A" License or Appropriate Specialtv 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.
A non-mandatorv Pre-Bid Meeting will be held on Thursday, June 27,~, at 11:00 a.m.
in the office of the City Engineer, Public Works Division, Development Services, Third Floor, City
Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to provide information, to
answer questions and 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.
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 ~ working days from the date of the bid opening.
Plans and Specifications may be obtained from the City Engineer's Office, third floor, City Hall, 300
N. "D" Street, San Bernardino, Cali'fornia 92418, upon a non-refundable payment of $20.00 for each
set if picked up in person. Upon request. the Plan and Special Provisions may be mail for an
additional char\1e of $5.75 per set.
02 296
Specific questions regarding this project should be submitted in writing to the City Engineer's Office
as follows:
City Engineer's Office
Subject: Laurelwood Drive Realignment
Between Tippecanoe Avenue and Orchard Drive (Phase I) - Plan No. 10373
Third Floor, San Bernardino City Hall
300 North "D" Street
San Bernardino, CA 92418
Attention: Ronald Blymiller, Associate Engineer
Fax: (909) 384-5155 E-mail: blymiller_ro@ci.san-bernardino.ca.us
CITY OF SAN BERNARDINO
~aJJ
RACHEL CLARK
01 -dlLItM fl~
NOTICE TO ADVERTISE
SPECIFICA nON NO: 10373
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE: 6/14/02 and 6/19/02
SECOND PUBLICATION FIVE DAYS LATER
SIGNATURE:
DATE:
PART I
BID DOCUMENTS
VII
02 296
BID FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO
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
LAURELWOOD DRIVE REALIGNMENT
BETWEEN
TIPPECANOE A VENUE AND ORCHARD DRIVE
(PHASE I)
in strict conformity with Plans and Special Provisions No. 10373. 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, 2002
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:
Vlll
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
1.
1 LS MOBILIZATION at the Lump Sum Price, at
$nc1'(-fOlJIl.7ItO()~ rll} A-" Hc);.Jl)RIEl> H'M G1;HrDollars &
. - Cents
$(:.t{~/LS $.c.'I.sS'8
. .
2. LS TRAFFIC CONTROL at the Lump Sum
Price, at
#/AIt!'T~ TNotJtM;O Dollars & $ /~OOO /LS $ /9,000-
Cents
,
3 LS CLEARING AND GRUBBING at the Lump
Sum Price, at
(tveA/7Y povlL T1ItJiXAA(IJ Dollars & $ z..r.OOO ILS $ 'J- rOOcY
Cents
4. 5,400 CY GRADING AND UNCLASSIFIED
(F) EXCAVATION at
!;; €I/~I// Dollars & 50
rlrT'j Cents $ 7 --- ICY $ ~C! $"OCl
,
5. 1.750 LF PCC CURB & GUTTER, TYPE "B" per City
Std No. 200 at
IV/,A/G Dollars & 9S0 ----
r/rTfI Cents $ -- ILF $/{"bZS -
/
6. 7,500 SF PCC SIDEWALK per City Std No. 202. Type
"B" at
OA/G Dollars & 95
E/6#17)1 r-11/6 Cents $ / -- ISF $ /3 ~5"-
J
,
7. 1,750 SF PCC CROSS GUTTER AND SPANDREL,
per City Std No. 20 I at
7'/-//266 Dollars & g&'U $ 0,{,SO -
e/~HT'I Cents $ -- ISF
,
(F) ~ Indicate a Final Pay Item
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
8.
7,950
SY
Construct GEOTEXTILE, TYPE ISON at
ONe Dollars &
Cents
$
/-
ISY $ ?95"O~
,
9
7,950
SY
Construct BIAXIAL GEOGRID, TYPE "5"
at
o ,(/~
el(,HT'!
Dollars &
Cents
/[lV
$ - ISY $/'1, 3/0 -
,
10. 1,800 TN A5PHAL T CONCRETfP A VEMENT at
rJ-/( J2.rY e/6i-1 Dollars &
Cents 5 ~~ /TN $6 ~ 7'cx7
$
,
11. 4,400 TN AGGREGATE BASE at
AJ/I./e Dollars &
'5 I wrV 1"111'6 Cents 9 (, <;" $ yz, 7"~o~
$ -- /TN
,
12. EA PCC CURB RAMP, per APWA SId 111-2,
Case D, T~e I, within tJea of curb return at
ONe 7. OO5Il,u Dollars & $ /.000/ lEA -'"
Cents $(000
I .
13. 4 EA PCC CURB RAMP, per City Std No. 205,
within area of curb return at
5/)<< flu/J~~UJ Dollars & $ bOO -lEA
Cents $ l.,/ClO
,
2
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
BID SCHEDULE
PLAN NO. 10373
02 296
MATICH CORPORATION
P.O, BOX 50,000
SAN BERNARDINO, CA 92412
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
14.
EA
LOCAL DEPRESSION per City Std No. 407,
Type I (CB W~21 ') at
0.<16 -rHOU$..fI..AJ1J DolIars&
Cents
UNIT PRICE
IN FIGURES
TOTAL
$ 1,000 - lEA S ~ODir
/ {
EA LOCAL DEPRESSION per City Std No. 407,
Type I (CB W~14') at
C'I{, 6Ir [.Ii/I/.()I2.6"~ f!1 Fry DolIars &
Cents $ ?i0 - lEA $ { ;00 ~
15.
2
16.
325
SF
COMMERCIAL DRIVEWAY APPROACH
per City Std No. 204 at
Cl6Hr DolIars& ('_'to
PO /Crt' Cents $ () - ISF
--
$? 7:50
3
17.
EA ADJUST EXISTING VALVE COVER TO
GRADE at
7'k/O Hou/JR..€'tJ <1f'1r.Hry DolIars &
Cents
$ 2ffo ~ lEA
ff'O-'"
$
18.
2
EA ADJUST EXISTING MANHOLE COVER
TO GRADE at
:>'/><c Hc.lJ.//)M-,(J DolIars&
Cents
S h ()O~ lEA
..-
$/,~
,
19.
2
EA ADJUST CATV PULL BOX TO GRADE at
~Pt/IL H(.II/~M[) "{1f/6'.v7Y h~DolIars&
Cents
/'
t;J.) - ?i">-D-
$ lEA $
20.
1,300
LF
8" SEWER MAIN per City Std No. 306,
including connect to e](.isting manhole at
s/!t.ry 0.//6 DolIars&
p/ P'T'/ ue.v7.5 Cents
$&17;: ILF $7~7S0~
,
3
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVtStONS NO. 10373
BID SCHEDULE
PLAN NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM
DESCRIPTION OF ITEMS AND
UNIT UNIT PRICE WRITTEN IN WORDS
OUANTITY
21.
400
LF 6" SEWER LATERALS per City Std No. 305
at
I'lrT'I c::!JVt:: Dollars &
Cents
UNIT PRICE
IN FIGURES
TOTAL
s S-(~ ILF
s to, 7'dT
,
22.
4
EA 48" SEWER MANHOLE & COVER per
City Std No. 30 I & 304 at
1UA? -rNOOSJ)N.f) ~/jt I-ItJl/OMtJ Dollars &
Cents
s0M- lEA S (~YOLl -
23.
LF
SHORING OF SEWER TRENCH
EXCA VA nON at
r H 11<."'- Y Dollars &
Cents
s 30 - ILF
Jo -
s
24.
450
LF 42" RCP STORM DRAIN MAIN LINE at
N//VGr'/ I'" II/er Dollars &
re?/l.:,Y' Cents
s q'" ~LF s 7'~'i30"-
25.
100
LF 36" RCP STORM DRAIN at
~/.6 HrY "TWO Dollars &
5G-1/6NTY Cents
sS:z. ~ ILF sCi-;-Z-?O ~
26.
112
LF 24" RCP STORM DRAIN at
5/ )C{Y Dollars &
Cents
s c.CJ -;LF S?; -; 20 ~
,
4
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
BID SCHEDULE
PLAN NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
DESCRIPTION OF ITEMS AND
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
27.
EA CATCH BASIN, W = 21' per City Std No.
405 at IJ!/{)jd)
rlt/~rlIOiJ$IJN/) (,!NIL H Dollars &
Cents
UNIT PRICE
IN FIGURES
TOTAL
$.J.<t'oLr/EA $ s-~otr
, ,
28.
2
EA CATCH BASIN, W = 14' per City Std No.
",,,d. -liiZ~I1~ AlIAl&- i/vp()l1Jl,llars &
Cents
$l(900
,
~
$ ~i?'OO ~
,
lEA
29.
3
EA JUNCTION STRUCTURE NO.2 per City
Std No. 413 at
-(U/o 7~ rWO f/OA/lIRHtJ Dollars &
Cents
$ Z, ZOO ~/EA
.
$(,,600 -
,
30.
EA MANHOLE NO.2 per City Std No. 415 at
l' H I1-fi6 -rIttJoSIlN./) fcJVlL IIOt-tlJAbollars &
Cents
$ ~, '100 - lEA
$ )1 ~tI ~
31.
LS SHORING for STORM DRAIN TRENCHES
and EXCA V A TIONS at the Lump Sum price at
51y-rI'lOOSMl> #11/6- Hi/vIM/J Dollars &
Cents
$ ?, 90{f ILS
,
$?o, 900 ~
.
32.
LS RECONSTRUCT EXISTING STORM
DRAIN MANHOLE Station 5+46.87 at the
Lump Sum price at vpA#II
5/.l' rlitlJ;A~ .,I/~6<'" Dollars &
Cents
$ C,/lo0 ILS $ ~I reo ~
, r
33
1,700
TN
IMPORTED BACKFILL as ordered by the
Engineer at
Dollars &
Cents
f'lrT'! -rH~
05) $ CI/O I ...-
$ ..c-- ITN I'"
5
ADDENDUM NO.5
JULY 17.2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
UNIT PRICE
IN FIGURES
TOTAL
ITEM OUANTITY UNIT
DESCRIPTION OF ITEMS AND
UNIT PRICE WRITTEN IN WORDS
34.
LS STREET LIGHTING - Laurelwood Drive per
Dwg E-l, at the Lump' Sum price at
66H1b6;tJ rl-lotJ'{AAl4 Dollars &
Cents $Ib;'oa? - /LS $/IS;~
.
35.
LS TRAFFIC SIGNAL - Laurelwood Drive and
Shopping Center per Dwg T-2, including
Interconnect Conduit (with Pull Rope), at the t.Oo::JO~ $ 1401.-n~
L S . $1) /LS v V'"
ump urn pnce at A i)(J
0<18 IIVI'.dlr/1 -f'IvGAlry -r1laJ~ Dollars &
Cents
36.
LS
TRAFFIC STRIPING, PAVEMENT
MARKING and RPM, at the Lump Sum price
. at
f'pv~ /l-ftxJ5A PI) Dollars &
Cents
$ '-1;000- /LS
,
$ C(, ()t)O-
,
37.
40
LF
WOOD POST BARRICADE per City Std No.
505 at
rHt/2.,'I Dollars & J.{)~
Cents $ /LF
~
$ r, 2-00
38.
1,415
LF
12" CLASS 50 DIP including connection to
existing 12" line in Harriman Place at
Dollars &
Cents
$ s-'(-- /LF $ 11; (6~-
.
r/rT'( OMG
39
393
LF
8" CLASS 50 DIP at ...-
r:o/l---ry 6'/~/-I,
Dollars &
Cents
$ L;l?- /LF $ /Sj ~ 't -
.
6
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
,M) BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM QUANTITY UNIT
DESCRIPTION OF ITEMS AND
UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
40.
210
LF
6" CLASS 50 DIP at
~ol--rY
Dollars &
Cents
$ l/ 0 ~ ILF $ s:; 7'00-'
,
41. 2 EA 12" GATE VALVE per San Bernardino
Municipal Water Department ~3.1 at
OIU& 7).J')J1SR#/J S';t/6A./ #w/) ollars & $1,1Cf) - $ J>, 9'ff
Cents lEA
. .
42. 6 EA 8" GATE VALVE per San Bernardino
Municipal Water ~rent Std W3.1 at
QA/& ,HOVSA Dollars & $ (OOO~/EA $ ~OOO
Cents
,
43. 7 EA 6" GATE VALVE per San Bernardino
Municipal Water Department Std W3.1 at
9X IIlp//)MtJ NIAJ~ Dollars & $ C'70- lEA $~8-JtJ./
Cents
,
44. 5 EA 6" FIRE HYDRANT ASSEMBLY (NEW)
per San Bernardino Municipal Water
Department Std W2.2 at $~~O- lEA $ ~'S'OOI) -
71-i~ 711()p~A-utJ Dollars &
Cents )
45. LS CONNECTION to existing 16" Water Main in
Tippecanoe Avenue, including 12" Gate Valve
at the Lump Sum price at
pl//? 7HlVS/JA}/1 NiAll! 1It1/./~ Dollars & $ 57?OV- ILS $ >:~otJ-
Cents
, .
7
ADDENDUM NO.5
JULY 17.2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
ITEM QUANTITY UNIT
DESCRIPTION OF ITEMS AND
UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
46.
LS CONNECTION to Existing 6" Water Main in
Orchard Drive, including Valve Assembly, at
the Lump Sum price at {)
r;.;l2..te -rt/iJtJ54~ Dollars &
Cents
? - 3oa:?-
$ 7,CXZ; ILS $ "
t
47.
EA
3" COMBINATION DOMESTIC &
IRRIGATION SERVICE per San Bernardino
Municipal Water Departm~IJ"t.S!d Wl.12 at
77"~.J I'll/? /iOl/tJPtI Dollars &
Cents
$ ,?..sW- lEA
,
f/d/-
$ ,J<
,
N/AJc.
48.
2
EA 2" CHLORINATION & FLUSHING PORT
per San Bernardino Municipal Water
Department Std W6.7 at $ <.; "7)- --lEA $ ~/ 0 -
ff;vfL MlJ/IJ/2Ltj rl<A5-Alrt P/~ Dollars & / vc [) ~,
Cents
49.
LS
SHORING OF WATER PIPELINE
TRENCHES & EXCA VA TIONS, at the
Lump Sum price at IIV"JIHIJ
-rNa:JSMJ) mfl6? Dollars &
Cents
$ 5:".)00 ILS
,
f']Ci)-
$ .
,
""i/If
50.
6
EA RELOCATE 1" OR LESS DOMESTIC
WATER SERVICE LATERAL at
u,v€ -rt!o01j;4;U./J Dollars &
Cents
$ 1000 lEA $~66o-
. ~
8
ADDENDUM NO.5
JULY 17,2002
Bid Schedule
SPECIAL PROVISIONS NO. 1037)
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
BID SCHEDULE
PLAN NO. 10373
LAUREL WOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE n
DESCRIPTION OF ITEMS AND
ITEM OUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
51.
6
EA 8" WATER SERVICE LATERAL at
O./lG 7H~ ulob flllI6 M.Jv/JR.&otJ Dollars &
Cents
$(,:,-00- lEA
$',000 -
,
52.
EA 6" WATER SERVICE LATERAL at
01</';- 7,11CV511A1J IW" HI/J,J~ Dollars &
Cents
$..) 200 lEA $ ~ z.oO --
53.
6
EA 2" DOMESTIC WATER SERVICE
LATERAL at
N'/N("- /;'V.v()UJ) DoJlars &
Cents
$ 7'cAJ - lEA $ '5'; ~----
,
. ~
TOTAL BID $ ():5",('53.
.
NOTE:
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 Proposal Amounts,
unit prices shall govern over extended amounts, and words shall govern over figures.
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.
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
9
ADDENDUM NO.5
JULY 17.2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
PROPOSAL section as their bid to the City. Failure to do so will result in bid being
non-responSIve.
BIDDER declares that this proposal is based upon careful examination of the work
site, Bid and Contract Documents.
10
ADDENDUM NO.5
JULY 17.2002
Bid Schedule
SPECIAL PROVISIONS NO. 10373
02 296
MATICH CORPORATION
P.O. BOX 50000
SAN BERNARDINO, CA 92412
BIDDER'S INFORMATION AND SIGNATURE
It is the understanding of the undersigned that the work hereinabove described shall be
commenced within --.l!L working days from the date of the "Notice to Proceed", and shall be
completed within 100 working days from the date of said notice, as directed in Section 4 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
NO.: Uc. # 149783
CLASSIFICATION: A
EXPIRATION
DATE: lI~sO-03
FIRM NAME: MatlchCorlloratlon
BUSINESS ADDRESS:
1371 S. la Cadena Drive
CellaR, CA 92324
BUSINESS PHONE: Phone (909) 825-9100 CELL PHONE:
SIGNATURE OF BIDDER: ~/ ~.
Euge sve VIce President
If an individual, so state. If a firm or co-partnership, state the firm name and give the names of
all individuals, co-partners composing the firm. If a corporation, state legal name of the corporation,
also the names of the president, secretary, treasurer and manager thereof.
ADDRESS
NAME
Matich Cor1loratlon
1371 S. la Cadena Drive
rnltnn C^ g2~2q
Sl:Qphen A. "'"Nr!t
~Id..n.
p~Mr.tr A. Mlltfdl
<:'~""-'Y
~ cF. A-T'T'At'liED
Randall S. Valadez
Treasun!r
Is Bidder currently a certified DBE? Yes 0 No ~
Dated:
-
1-.):, -01-
,2002
'-
XVIII
02 296
CORPORATE RESOLUTION
At a meeting of the Board of Directors of MATICH CORPORATION, a California Corporation duly
called and held on the 19th day of February, 2001, a quorum being present, the following
RESOLUTION was adapted:
"Resolved, the Corporate Officers for Matich Corporation are:
CHAIRMAN OF THE BOARD
Martin A. Matich
PRESIDENT
Stephen A. Matich
EXECUTIVE VICE PRESIDENT
Roy A. Hays
VICE PRESIDENT & TREASURER
Randall S. Valadez
VICE PRESIDENT & CORPORATE SECRETARY
Patrick A. Matich
VICE PRESIDENT - ENGINEERING
Robert M, Matich
VICE PRESIDENT - ENGINEERING
Eugene P. Boisvert
VICE PRESIDENT - CONSTRUCTION MANAGEMENT
Wayne Hendrix
FURTHER RESOLVED, that the above listed Corporate Officers are duly authorized to sign documents
(bids, contracts, etc.) as may be necessary on behalf of MATICH CORPORATION.
I Patrick A. Matich, Secretary of MATICH CORPORATION have compared the foregoing RESOLUTIOI~
with original thereof, as it appears on the records of the Board of Directors of said company, and do
certify that the same is forgoing and true and correct transcript therefrom, and of the whole said
original RESOLUTION.
I further certify that said RESOLUTION has not been amended or revoked and is still in full force and
effect.
IN WITNESS WHEREOF, I have hereunto set my hand as such Secretary this 19th day of February 2001.
~A. ~,L
Patrick A. Matich, Secretary
02 296
MATICH CORPORATION
P.O. BOX 50000
SAN BERNARDINO, CA 92412
BIDDERS ACKNOWLEDGEMENT OF ADDENDUMS
ADDENDUM NO.1 ;/' DATE: 6~;?7-0L
ADDENDUM NO.2 ,/ DATE: 7- h!l2.
ADDENDUM NO.3 ,/ DATE: 74-t!l;?
ADDENDUM NO.4 V DATE: 1 ~II-O'L-
ADDENDUM NO.5 ,/ DATE: 7-17-~1.
ADDENDUM NO.6 DATE:
ADDENDUM NO.7 DATE:
ADDENDUM NO.8 DATE:
ADDENDUM NO.9 DATE:
ADDENDUM NO. 10 DATE:
ADDENDUM NO. 11 DATE:
ADDENDUM NO. 12 DATE:
XIX
02
"96
<.
MATICH CORPORATION
P.O. BOX 50000
SAN BERNARDINO, CA 92412
Matich ~"'L:A
BIDDERS FIRM NAME
DESIGNATION OF SUB-CONTRACTORS
In compliance with the provisions of Section 4100-4 I 10 of California Public Contract Code of the State of
California, 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
Under Which
Licensed
Agency & No. of
MBEIWBE CERT.
(If Applicable)
Sub-Contractor's
Phone-No.
Sub-Contract
Amount
Work to Be
Performed
I. SuDHAII.A/!.. W
$ J 15'0
5r(l.I!Jhfl,t;
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JZ3-(,./-1%)-
2 <{o; 000 -
$~}60s:p.J1
wt!n5/2.. pqR.TlJIL..
$t'tv4'1L fJ!~AL.
",0/2.1>1. b~ PA~"-
SIG~ MII/)e&
c;4
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3. SIG~ /flbIM-
$IZ"'~-
t.16HT)N~
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'1 Uf- 7'ir!-Io/It;J
t.I~llJt;.a
5161/1165:
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$2Ir,OOO-
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/W I/U LOlli"
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IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET
DO NOT WRITE ON THE BACK
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02 296
MATICH CORPORATION
P.O. BOX 50000
SAN BERNARDINO, CA92412
WORKMEN'S COMPENSATION INSURANCE
CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code
requiring every employer to be insured against liability for worker's
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 ofthis contract.
Contractor:
NAME OF FIRM: Matlch~
BY. ~.
E ne BoIsvert
TITLE:
.
Vlce P.esfdt..ll
DATE:
;;:;S--07..-
xxii
.02 296
MATICH CORPORATION
P.O. BOX 50000
SAN BERNARDINO, CA 92412
( 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 has not, either directly or indirectly, entered into any agreements, participated in any
collusion, or otherwise taken any action in restraint of free competitive bidding in connection with
such contract.
Matich Cor1lOr'lltfon
~~I?~
Signature of Bidder
Vfee Plafcfent-
1371 S. la Cadena Drive
rnltM (:11 97324
Business Address
, --..---,~.,...,,-~~ "
riJ~~""-' '. CHRISTY A. L. -
., ... C0mm.#1195Bi2
~_':;b NOTARY PU. Bl. IC. CALIfORNIA V
'-, \ -'.. Rive"side Cl'Ufl!y ..
, _., Mv r(l"'''' h/l ~ 3~~t ;.f '. '"
Place of Residence
Subscribed and sworn to before me this d F) -rl-J
daYOf~(ili a~
,2002
Signed
~ J"~ I\Q .r-c:0- (\0
My Commission expires on CJ - 7 ~
, State of California.
, 2002.-
XXllI
02 296
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
r:::~--~}-~-~l
I c~",," S=.&ma~0 $ I
~ On ----=:J . 1-~:PL betore me, C-h c~~s~~~cr"",
~ personally appeared <- l ,
N~::!.signer(S)
~~"..' personally known to me
[J proved to me on the basis ot satisfactory
evidence
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to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon be halt ot which the person(s)
acted, executed the instrument.
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fjjlli" CHRISTY A, RDDl:, ~'.
~ ..~~J!j NofA,OR~, ~UB#L1J l;A ~~~, ~N IA ~
~l \ \{;' \ Riverside County .
_~ Mv Co"'!"'!. Ex~:~r,s Seot.l5,~' .") ...
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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 ot Document:
Document Date:
Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
o Individual
o Corporate Officer - Tltle(s).
C Partner - 0 limited 0 General
o Attorney-in-Fact
o Trustee
o Guardian or Conservator
o Other
.
Top of lhumb here
@1999Nalional Notary Association. 9350 De Soto Ave.. P,O, Box 2402. Chatsworth, CA 91313-2402' www,nationalnotary.org
Reorder: Call Toll-Free '-800-876-6827
Prod,No,5907
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o 2 2 9 6 MATICH CORPORATION
P.O. BOX 50000 <
SAN BERNARDINO, CA 92412
BID BOND
FOR
Laurelwood Drive Realignment Between
Tippecanoe Avenue and Orehard Drive (Phase 1)
(ProJcct Title)
The amount of the Bid Bond shall be equal to an amount
not less than 10% of the Total Bid
KNOW ALL MEN BY THESE PRESENT that Matich Corporation . as
CONTRACTOR and American Manufacturers Mutual Insurance Companv . as
SURETY. are held and firmly bound unto the City of SAN BERNARDINO. in the penal sum
ofTen Percent of total amount b~lIars ($ 10% l. which is 10 % of the
total amount bid by BIDDER to the City of SAN BERNARDINO for the above stated project,
for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and
severally, firm by these presents.
THE CONDlTlONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to
submit a bid to the City of SAN BERNARDINO for the above stated project, if said bid is
rejected. Or if said bid is accepted and a contract is awarded and entered into by BIDDER in
the manner and time specified. then this obligation shall be null and void, otherwise it shall
remain in full force and effect in favor of the City of SAN BERNARDINO
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands. and seals this
~~ day of July .20 02.
SURETY*
~~tich corpor~t!2n
II I'.
t~~can
1371 South La Cadena Drive
on,
825 9100
CONTRACTOR'
B
ane e -In-Fact
'Provide CONTRACTOR/SURE name. address and telephone number and the name. title.
address and telephone number for authorized representative. *7470 No. Figueroa St. ,3rd FI
Los Angeles, CA 90041
Subscribed and swom to th,s 2nd day of July ,2002 (323)341-5493
~OTARY PUBLIC
~~
~c~=..
--=;:-
Addendum No. I
June 27. 2002
Special Provisions No. 10373
XXlV
02 296
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT MATICH CORPORATlrJilS 5907
P.O. BOX 50,JOO .
State of California SAN BERNARDiiliO, CA 87< " "
County of Orange
On 7/:2-/ Od...-
DATE
personally appeared
before me, Nanette Myers. Notary Public
NAME. TITLE OF OFFICER. EG. "JANE DOE, NOTARY PUBLIC"
Jane Kepner
NAME(S) OF SIGNER(S)
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 he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed the instrument.
~ personally known to me - OR - 0
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if'", NANUTEMYERS
_ .-.. ";;", Commission.1331194 ~
i.... Notary Public - California i
~ o...nge Counly f
'_ _ _ ~~m..:~_NC:2~~5
WITNESS my hand and official seal.
~SI~ARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF ATTACHED DOCUMENT
o iNDIVIDUAL
o CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o LIMITED
o GENERAL
o PARTNER(S)
r:gJ
o
o
o
ATTORNEY-iN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
NUMBER OF PAGES
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
S-4067/GEEF 2/98
C 1993 NATIONAL NOTARY ASSOCIATION. 8236 RemmetAve., P.O. Box 7184' Canoga Park, CA 91309-7184
02
296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
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the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
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8 Title or Type of Document: ~
~ 'I~""
~ Document Date: Number of Pages: .,
'" Signer(s) Other Than Named Above:
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Prod,No,S907
Reorder: Call TolI.Free 1.800.876.6827
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02
296
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
POWER OF ATTORNEY
Know All Men By These Presents:
That the Lumbermens Mutual Casualty Company, the American Motorists Insurance Company, and the American
Manufacturers Mutual Insurance Company, corporations organized and existing under the laws of the State of
Illinois, having their principal office in Long Grove, Illinois (hereinafter collectively referred to as the "Company") do
hereby appoint
Jane Kepner, Mike Parizino , James A. Schaller, Alexis H. Bryan, Nanette Mariella-Myers ,
Linda Enright, Leigh McDonough, Jeri Apodaca, Patricia H. Brebner, Suzanne Edwards and
Rhonda C. Abel of COSTA MESA , CA (EACH)
****-*****.**
their true and lawful agent(s) and Attorney(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance
of this power for and on its behalf as surety, and as their act and deed:
Any and all bonds and undertakings
EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver any bond or undertaking which
guarantees the payment or collection of any promissory note, check, draft or letter of credit.
This authority does not permit the same obligation to be split into two or more bonds in order to bring each such
bond within the dollar limit of authority as set forth herein.
This appointment may be revoked at any time by the Company.
The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said
Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknow ledged
by their regularly elected officers at their principal office in Long Grove, Illinois.
This Power of Attorney is executed by authority of resolutions adopted by the Executive Committees of the Boards
of Directors of the Company on February 23, 1988 at Chicago, Illinois, true and accurate copies of which are
hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect:
"VOTB), That the Chairman of the Board, the President, or any Vice President, or their appointees designated in
writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and
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, and any such officers of the Company may appoint agents for acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the follow ing
resolution adopted by the Executive Committee of the Boards of Directors of the Company at a meeting duly called
and held on the 23rd day of February, 1988:
"VOTB), That the signature of the Chairman of the Board, the President, any Vice President, or their appointees
designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and
certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to
resolution adopted by the Executive Committee of the Board of Directors on February 23, 1988 and any such"
power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall
continue to be valid and binding upon the Company."
FK 0975 (Ed. 09 01)
Page 1 of 2
Printed in U.S.A.
In Testimony Whereof, the Company has caused this instrument to be signed and their corporate seals to be
affixed by their authorized officers, this November20, 2001.
Allested and Certified:
STATE OF ILLINOIS SS
COUNTY OF LAKE SS
Lumbermens Mutual Casualty Company
American Motorists Insurance Company
American Manufacturers Mutual Insurance Company
I, Maria I. Omori, a Notary Public, do hereby certify that Gary J. Tully and John K. Conway personally known to
me to be the same persons whose names are respectively as Senior Vice President and Corporate Secretary of the
Lumbermens Mutual Casualty Company, the American Motorists Insurance Company, and the American
Manufacturers Mutual Insurance Company, Corporations organized and existing under the laws of the State of
Illinois, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged
that they bei,ng thereunto duly authorized signed, sealed with the corporate seals and delivered the said instrument
as the free and voluntary act of said corporations and as their own free and voluntary acts for the uses and
purposes therein set forth.
~...Q. C'lTIr/JA'
"OFFICIAL SEAL"
MAAlA I. OMORI ~
NOIAllV I'IlllK, slA" Of IL~t:""S
MY (_,,,ON EX~R6 9/17/2003
CERTIACA TION
Maria I. Omori, Notary Public
My commission expires 9-17 -03
I, J. K. Conway, Corporate Secretary of the Lumbermens Mutual Casualty Company, the American Motorists
Insurance Company, and the American Manufacturers Mutual Insurance Company, do hereby certify that the
allached Power of Allorney dated November20, 2001 on behalf of the person(s) as listed above is a true and
correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect
on the date of this certificate; and I do further certify that the said Gary J. Tully, who executed the Power of
Allorney as Senior Vice President, was on the date of execution of the allached Power of Allorney the duly
elected Senior Vice President of the Lumbermens Mutual Casualty Company, the American Motorists Insurance
Company, and the American Manufacturers Mutual Insurance Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Lumbermens
Mutual Casualty Company, the American Motorists r Company, and the American Manufacturers Mutual
Insurance Company on this ^2 ~ day of ' 20 t2:J-..
This Power of Allorney limits the acts of those named therein to the bonds and undertakings specifically named
therein and they have no authority to bind the Company except in the manner and to the extent herein stated.
Home Office: Long Grove, IL 60049
FK 0975 (Ed. 09 01)
Page 2 of 2
Printed in U.S.A.
PART II
SPECIAL PROVISIONS
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SPECIAL PROVISIONS
SECTION 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, 2002 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:
Agencv
The City of San Bernardino.
Board
The Mayor and Common Council for the City of San
Bernardino.
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 worked involved in the
contract.
Notice Advertising for Bids
Notice Inviting Bids.
Standard Specifications
Standard Specifications for Public Works Construction.
The Standard Specifications for the Agency are contained in the most current edition of
the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
"GREEN BOOK", as written and promulgated by the Joint Cooperative Committee of the
Southern California Chapter of the American Public Works Association and the Southern
California District of the Associated General Contractors of California.
The Standard Specifications set forth above will control the general provisions for this
Contract except as amended by the Plans, Special Provisions, or other contract documents.
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Other terms appearing in the Standard Specifications, and these Special Provisions, shall
have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Speci-
fications.
In case of conflict between the Standard Specifications, and these Special Provisions, the
Special Provisions will take precedence over and be used in lieu of such conflicting portions.
References in the Special Provisions to Standard Plans shall mean the Standard Plans for
the City of San Bernardino or other governing agency as specified. Applicable Standard Plans
for this project are contained in STANDARD PLANS section of these Specifications.
References in the Special Provisions to "CAL TRANS Standard Specifications" shall
mean the Standard Specifications (July, 1992) of the State of California, Department of
Transportation.
Where the Plans or Specifications describe portions of the work in general terms, but not
in complete detail, it is understood that the item is to be furnished and installed complete and in
place, that only the best general practice is to prevail and that only materials and workmanship of
the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor,
materials, tools, equipment, and incidentals and do all the work involved in executing the
Contract.
Plans and specifications must conform to the requirements of the City of San Bernardino,
American Concrete Institute (ACI), these Special Provisions and the Standard Specifications for
Public Works Construction (green book) latest edition.
1-1.03 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax, or any
tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable.
1-1.04 INTERPRETATION OF PLANS AND DOCUMENTS If any person
contemplates submission of a bid for the proposed contract and is in doubt as to the true meaning of
any part of the services to be performed, they may submit a written request for an interpretation or
correction thereof. The person submitting the request will be responsible for its prompt delivery.
Any interpretation or correction of the proposed documents shall be made only by
addendum duly issued and copy of such addendum will be mailed, faxed, or delivered to each
person receiving a set of such documents. The Engineer will not be responsible for any explanation
or interpretation of the proposed documents.
1-1.06 PLANS AND SPECIFICATIONS TO BE PROVIDED n The City will provide
the Contractor with five (5) sets of Plans and Specifications at no cost after the Award of Contract.
The Contractor shall obtain all additional sets at its own cost.
1-1.07 ADDENDA OR BULLETINS n All Bidders are advised as to the possibility of
issuance of addenda affecting the items, scope or quantity of the work required for this project.
Each Bidder shall be fully responsible for informing themselves as to whether or not any such
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addenda have been issued. The effect of all addenda to the Contract Documents shall be considered
in the bid and said addenda shall be made a part of the Contract Documents and shall be returned
with them. Failure to cover in a bid any such addenda issued may render the bid irregular and may
result in its rejection by the City.
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SECTION 2
2-1 BID REOUIREMENTS AND CONDITIONS
2-1.01 General -- Bids must submitted on the bid fom1 contained herein. All bids shall be
signed, sealed and accompanied by cash, cashier's 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 a guarantee that the bidder will enter into the contract, if awarded to him. In the event the
bidder, to whom the contact is awarded, 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 damage. Therefore, the City
and the bidder agree that the bid guarantee of 10% of the bid shall be paid to the City as a forfeiture.
Bid bonds shall be underwritten by a surety company having a rating Best's most recent Insurance
Guide of "A" or better.
2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for
establishing goals for participation of Minority and Women's Business Enterprises (MBEIWBE)
was adopted by Resolution No. 95-409 of the Mayor and Common Council of the City of San
Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-411 and the
Standard Operation Procedures dated January 1994.
Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all other
business enterprises. Prime bidders could reasonably be expected to produce a level of participation
by interested subcontractors of 15 % MBE and 2.-'Yo WBE on this project.
Bidders shall make every reasonable effort to solicit bids from MBEIWBEs.
A justification shall be provided to support the rejection of any bid from a minority or
women's business enterprise, certified by Caltrans.
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POLICY
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:
(I) 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.
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(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.
(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 propose 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.
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SECTION 3
3-1 A WARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL n Award of the contract will norn1ally be made by the Mayor and
the Common Council at the first or second regular meeting following the opening of the bids.
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 Best's most recent Insurance Guide of "A" or better and bonds issued by
a surety who is listed in the latest version of U.S. Department of Treasury Circular 570, who is
authorized to issue bonds in California.
3-1.03 DISOUALIFICA TION OF BIDDERS -- In the event that any Bidder acting as
a prime contractor has an interest in more than one proposal, all such proposals 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 proposal 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.
Contractor shall fill out, complete and follow all the specification requirements.
3-1.04 AWARD OF CONTRACT n 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 proposals, 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 City Council. The Notice Inviting Bids, the Instructions to Bidders,
the Bid Form, the Plans, Special Provisions and Standard Specifications, Addendum, together with
any attachments, shall be considered as part of the contract between the City and the Contractor to
whom a Purchase Order is issued. In no event will an award be made until all necessary
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investigations are made as to the responsibility and qualifications of the Bidder to whom the award
is contemplated.
3-1.05 REOUIRED EXAMINATION OF ALL CONTRACT DOCUMENTS
A. Before submitting a Bid Form, each Bidder shall thoroughly examine and be
familiar 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 proposal 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 the 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.
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SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
TIME OF COMPLETION AND LIOUIDATION DAMAGES
4-1.01 GENERAL Attention is directed to the provIsions in Section 6-1.
"Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion"
and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special
Provisions.
4-1.02 WORKING DAYS -- The Contractor shall diligently prosecute the work to
completion before the expiration of
100 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
4-1.03 LIOUIDATED 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.
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 shall be submitted to the Engineer
within ten (10) working days after the date of the Notice of Award of the Contract. The 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 forn1 of a tabulation. chart or graph.
4-1.04 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR WORKING
DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer by the tenth of
each month. The report shall include an updated Construction Schedule. Any deviations from
the original schedule shall be explained.
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Progress payments will be withheld pending receipt of any outstanding reports. Deletes Section
6-7.3 Contract Time Accountinv. The Engineer or his/her designee will make a daily
determination of each working day to be charged against the contract time. Per contract written
request, the Engineer will provide working and non-working days to the Contractor.
4-1.05 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 contractor
expense, the work will have to be reconstructed. At the inspector's request and the contractor's
expense, all pipes 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
DA YS AND HOURS".
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SECTION 5
5-1 LEGAL REOUIREMENTS
5-1.01 INSURANCE REOUIREMENTS n 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 n 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 Policy shall name the City of San Bernardino as additionally insured. The
endorsement shall be provided by/or agent of the insurance company and shall be notarized to that
affect. 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 for bodily
injury, personal injury and property damage. If Commercial General Liability
Insurance or other form with a general aggregate limit shall apply separately to this
project/location or the general aggregate limit shall be twice the required occurrence
limit.
2. Products/Completed: S 1 ,000,000.00
3. Automobile Liability: S I ,000,000.00 per accident for
bodily injury and property damage.
4. Emnloyer's Liabilitv: $1,000,000.00 per accident for
bodily injury or disease.
5. Course of Construction: Completed value of the project.
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A combined single limit policy with aggregate limits in an amount of not less than TWO
MILLION DOLLARS (52,000,000.00) shall be considered equivalent to the said required
minimum limits set forth hereinabove.
5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's anention is
directed to Section 7 -4, "Worker's Compensation Insurance", of Standard Specifications, providing
that the Contractor shall file a signed certification Certificate of Worker's Compensation Insurance
before execution of the contract.
5- 1.04 PAYMENT OF PREY AILING 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 (Stats. I 978, Ch. 1249). 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.
(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:
(I) 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, the
City Councilor the 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
workmen or the public; or for damage to any person or persons, either workmen or the public; or
for damage to adjoining property from any cause which might have been prevented by the
Contractor, or his workmen, or anyone employed by him; against all of which injuries or
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damages to persons and property the Contractor, having control over such work, must properly
guard. The Contractor shall be responsible for any damage to any person or property resulting
from defects, obstructions, or any time before its completion and final acceptance, and shall
indemnify and save harmless the City of San Bernardino, the Mayor, the City Council and the
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.
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 9-1.1 0 regarding Binding Arbitration is
hereby specifically excluded from this Contract.
5-1.08 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 Bids". 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.
5-1.09 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 interlineation, alterations, or erasures. No oral, telegraphic, or telephonic bid, proposal,
modification, or withdrawal will be considered.
Addendum NO.1
Special Provisions No. 10373
June 27, 2002
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02 296
COMMERCIAL GENERAL liABiliTY
NAMED INSURED
POliCY NUMBER:
THIS ENDORSEME'<: CH:'\':;::S THE POLICY PLEASE READ IT CAREFULLY
ADDITIONAL INSURED un__ OWNERS, LESSES OR
CONTRACTORS (FORM B)
This endorsemer.t mudlfies :r.s~,a~~~ ~:2\ided under the following:
COMMERCIAL GE\"ER.-\L LIABILITY COVER.A.GE PART-OCCl'RRE\"CE
SCHEDULE
NAME OF PERSON OR ORGANIZATION
CITY OF SAN BERNARDIKC
DEVELOPMENT SERVICES/P"=~:2 ^CRKS
300 NORTH "D" STREET
SAN BERNARDINO, CA 924:B-82~1
SAMPLE OILY
(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 I1"SlJRED (Section II) 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 SIGESD B)'AL'THORIZED REPRESElVTATlVE FOR PROVIDER
ALSO SUPPLY POWER OF AlTOR. \E), GIVll..; rrHORITY TO BISD
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Golden Eagle Insurance Company
CG 20 10 11 85
SP-tS
02 296
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED OUANTITIES -- If the total pay quantity of any
item of work. subject to the provisions in Section 3-2.2.1, "Increased or Decreased Quantities", of
the Standard Specifications varies by more than 25 percent, compensation payable to the Contractor
will be deternlined in accordance with said Section 3-1.2.1 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 S 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 perfornlance of 75 percent of the Engineer's Estimate of the
quantity at the original contract unit price.
6-1.02 SOCND CONTROL REOUIREMENTS -- 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 mayor 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.
6-1.03 PERMITS AND LICENSE -- The Contractor shall obtain a City Business
Registration, prior to the execution of the contract.
SP-16
02 296
6.1.04 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM INPDESl
REOUIREMENTS - - The Contractor shall comply with all the NPDES requirements pursuant to
the State Water Resources Board, and to the Caltrans Storm Water Quality handbooks to prevent
pollutant sources affecting the quality of storm discharge from the construction site, both during
construction and after construction completion. This information is available for review at the City
Engineer's office, Third Floor, San Bernardino City Hall, 300 North "D" Street, San Bernardino.
CA 92418.
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.
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:
I)
2)
3)
4)
Labor
Material
Equipment Rental
Other items and Expenditures
20%
15%
15%
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 % on the first
$5,000.00 of the subcontracted portion of the extra work and a markup of 5% 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. 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. 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.
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.
SP-17
02 296
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 st, the third Monday in January, the third
Monday in February, the last Monday in May, July 4th, the first Monday in September,
November 11 th, Thanksgiving Day and the Friday following, December 25th 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.
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 Construction Engineer
(City) 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.
6-1.09 DISPOSAL OF EXCESS EXCA VA TED 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 CLA YTON ACT AND CARTWRIGHT ACT -- Section 4551 of the State
Government Code specifies that in executing a public works contract with the City to supply
goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the
City all rights, title and interest in. and to all causes of action it may have under Section 4 of the
Clayton Act (15 U.S.c. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with Sec.
16700) of Part 2 of Division 7 of the Business and
Professions Code, arising from purchase of goods, services or materials pursuant to the contract
or subcontract. This assignment shall become effective when the City tenders final payment to
the Contractor without further acknowledgement by the parties.
SP-18
02 296
6-1.11 PROJECT ERRORS OMISSIONS. INCONSISTENCIES AND/OR
DISCREP ANCIES -- In the event of errors. omissions. inconsistencies, and/or discrepancies
among two or more portions of the Contract Documents. the Engineer may direct the Contractor
to follow the most stringent requirements at no additional cost.
If errors, omission, inconsistencies, and/or discrepancies appear in the Contract Documents
or in the work done by others affecting this work, the Contractor shall immediately notify
the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate
instructions. If the Contractor proceeds with the work so affected, without instructions from
the Engineer, the Contractor shall remove the incorrect work or make the necessary
corrections to comply with the Engineer's instructions at no cost to the City of San
Bernardino.
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.
6-1.12 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.
6-1.13 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.
6-1.14 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be
solely and completely responsible for conditions of the jobsite, 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.
6-1.15 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.
SP-19
02 296
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.
C. The Contractor and its affected subcontractors shall attend safety coordination
meetings. The minutes of their meetings shall be submitted to the Engineer.
6-1.16 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 Contractor or his/her designee. The meeting
minutes will be made available to all participants 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.
6-1.17 TIME AND LENGTH REQUIREMENTS FOR OPEN TRENCH - - Open trench,
as referred to herein, is defined as all excavations made for the permanent installations required on
the project, which have not been completely backfilled (including attaining relative densities) as
required elsewhere in these Specifications and in which either temporary or permanent paving has
not been placed.
l. Time Requirements for Open Trench - -
At any location, the trench excavation, pipe installation appurtenant structure
construction, pipe bedding, and backfill and the specified permanent surfacing shall
be satisfactorily completed within ....5- calendar days after removal of the existing
pavement or surfacing.
Addendum No. I
June 27, 2002
Special Provisions No. 10373
SP-20
02 296
2. Length Reouirements far Open Trench - -
Except by permission of the Engineer, the maximum length of open trench where
prefabricated pipe is used shall be 200 feet, in accordance with Section 306-1,
"Open Trench Operations", of the Standard Specifications.
6-] .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 items of work involved
and no additional compensation will be allowed therefore.
Sp.21
02 296
SECTION 7
7-1 UTILITIES
7 -1.01 GENERAL n 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. The Contractor is responsible for coordinating
work with the utility owners.
Certain companies, governmental agencies, or their contractors may be working within the
constmction area. Certain utility facilities at various locations within the project limits may be
removed, relocated, abandoned, or installed by companies' agencies' contractors. The Contractor
shall coordinate his work with utility owners and their contractors.
The Contractor shall exercise due caution to prevent any damage t%r 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.
SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands. CA 92373
Phone: (909) 307-6759
Altn: Ben Murguia
SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands. CA 92373
Phone: (909) 335-7847
Altn: Sam Martin
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 North "D" Street
San Bernardino. CA 92418
Phone: (909) 387-7224
Altn: Ellis Williams
CITY OF SAN BERNARDINO-TRAFFIC SIGNALS
234 S. Mt. View, #110
San Bernardino. CA
Phone: (909) 384-5129
Attn: Charles Temple
SP-22
GTENERIZON
Verizon Communications
1960 Orange Tree Lane, Suite 100
Redlands, CA 92374-2803
Phone: (909) 748-6648
Phone: (909) 784-6647
Attn: Chuck Austin
Attn: Terry Dietz
AT & T
Cable Protection Supervisor
455 West 2nd Street, Room 200
Sam Bernardino, CA 92401-1525
Phone: (909) 381-7212
Attn: Bob Mujica
PACIFIC BELL COMPANY
Right of Way Agent
3939 E. Coronado Street, 2nd Floor
Anaheim, CA 92807
Phone: (714) 666-5454
Attn: Engineering
U.S. SPRINT COMMUNICATIONS
Outside Plant Engineering
282 S. Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450
Attn: Lynn Durrett
MCI WORLDCOM
Pacific Division
157 S. Lilac Avenue
Rialto, CA 92376
Phone: (909) 421-5003
Attn: Jim Yoder
MCI
NATIONAL SUPPORT / INVESTIGATIONS
Dept. 2855 Loc 642
2250 Lakeside Boulevard
Richardson, TX 75082
Phone: (972) 656-1030
Attn: Jonathan Clark
SP-23
02 296
02 296
ADELPHIA (Corneast)
1260 S. Dupont Avenue
Ontario CA 91761-1561
Phone: (909) 975-3409
Attn: Jack Hays
ADELPHIA (TCI )
1722 Orange Tree Lane
Redlands, CA 92373
Phone: (909) 798-3588
Attn: Martin Davenhauer
TIME WARNER TELECOM
430 N. Vineyard Avenue, Suite #150
Ontario, CA 91764
Phone: (888) 478-4968
Attn: Barry Waer
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 fmm 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 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.
7-1.04 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.
SP-24
02 296
7-1.05 PAYMENT n 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.
SP-25
02 296
SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 WORK DESCRIPTION n The work to be done consists, in general, of
providing traffic control, removal of existing asphaltic concrete(AC) paving, concrete curb and
gutter, and miscellaneous items; grading - excavation and fill - and preparation of subgrade
for paving and curb and gutter construction; construction of aggregate base, AC and PCC
paving, PCC curb and gutter, and grouted rock median; street light construction; traffic signal
construction; sewer and storm drain pipeline construction; and water pipeline construction;
painting, traffic striping, and pavement markings, 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.
8-1.02 PROJECT DESCRIPTION
General - Project planned by the City entails design and construction of street and
utility improvements to and within a portion of existing or realigned Laurelwood Drive and a
portion of Tippecanoe Avenue. Construction will be completed in two phases, one of which is
future. Phase I construction, to which these contract documents are directed, encompasses
realignment and widening of Laurelwood Drive from 190 feet west of Tippecanoe Avenue to
just west of Orchard Drive. Phase II, scheduled for the future, entails west-side widening of
Tippecanoe Avenue from north of Laurelwood Drive to Interstate 10 westbound onramp,
widening of Laurelwood Drive for short distances on each side of Tippecanoe Avenue, signal
modifications at the intersection, and street light modifications along the west side of
Tippecanoe. An additional future phase will address construction of the balance of
Laurelwood Drive and utility laterals to the north and the median.
Phase I Construction - Scope of the work includes construction of Laurelwood Drive
to partial completion from west of Orchard Drive in the west to the westerly terminus of
existing curb and gutter, approximately 190 feet west of the centerline of Tippecanoe Avenue.
Work will be completed in two stages, with traffic on Laurelwood Drive restricted to one-way,
westbound from Tippecanoe westerly, during both construction stages. Eastbound traffic will
be accommodated on Rosewood Drive. Upon completion of specified partial construction of
Laurelwood Drive, it will be opened to two-way traffic with appropriate signing and striping.
During Stage I construction, westbound traffic will be allowed to continue westerly
upon either the new or existing Laurelwood Drive. During Stage II, traffic shall not be
allowed to exit the new Laurelwood Drive to the existing.
Existing sewer in Rosewood Drive shall be protected III place and service/use
maintained throughout Stage I and Stage II construction.
SP-26
02 296
Stage I Construction - Construction of the westerly :t687 feet of the new
Laurelwood Drive, Station :t4+63 to Station II + 20, including storm drain, sewer,
and water pipelines; also the southerly portion of the new Laurelwood Drive from
Station 11 +20 easterly to Station 18+09, the westerly terminus of the existing south
side curb and gutter, street construction ranging in width from near full-width on the
west to one-half width from Station :t13+17 easterly to Station 18+09, excluding the
median; also including the south-side driveways and intersecting street features
shown; also including traffic signals at the shopping center intersection and signal
interconnect conduit and pull boxes only to Station 18+09; also including street
lights, sewer and water pipelines and respective laterals; and also including sewer
pipeline construction with lateral stubouts, only, to terminus at Station 18 +77 and
water pipeline construction with lateral stubouts only to connection in Tippecanoe
A venue within the Phase II area. Stage I work also includes the paved turnaround,
which shall be completed prior to closure of Laurelwood Drive to one-way,
westbound traffic west from Tippecanoe Avenue.
Stage II Construction - Construction of a portion of the northerly side of
Laurelwood Drive as designated including water, sewer, and street light laterals,
transition to the existing Laurelwood Drive paving, and paved transition/access to
existing driveways.
Sequence of Construction - Sequence of construction shall, in general be as follows:
I. Stage I
a. Construct turnaround area.
b. Erect signage and barriers to restrict traffic on Laurelwood to one-way,
westbound on the existing northerly paved lane, from Tippecanoe
westerly, with access to existing Laurelwood Drive allowed and direct
eastbound traffic to Rosewood Drive.
c. Remove paving from south half of Laurelwood Drive as shown on the
plans, more or less.
d. Construct Stage I street and utility features shown and specified for
realigned Laurelwood Drive.
e. Open the south half of newly-constructed Laurelwood Drive to one-way
westbound traffic with appropriate signage with access to existing
Laurelwood Drive not allowed.
f. Complete construction of the Stage II, northerly portion of Laurelwood
Drive, including utility laterals.
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g. Stripe and open Laurelwood Drive to two-way traffic, with appropriate
signage/barriers to control westbound entering vehicles, and to close
all access to or from the old Laurelwood Drive.
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 APPROVED MATERIALS - - Wherever the expression Aor 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. Any substitution of material or equipment specified or
indicated on the drawings shall be requested at the time the bids are submitted. 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 Engineer in wntmg 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.
8-1.05 GEOTECHNICAL INVESTIGATION -- See APPENDIX "A" for the
Geotechnical Investigation Boring Locations and Test Results.
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SECTION 9
9-1 TRAFFIC
9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and
Safety", of the Standard Specifications for Public Works Construction, 2000 Edition, and these
Special Provisions.
The Contractor shall prepare and submit a traffic plan to the City for review prior to
beginning work.
Warning signs, lights, and devices for use in performance of work upon highways
shall conform to the "Manual of Traffic Controls", 2000 Edition, published by the State of
California, and the "Work Area Traffic Control Handbook", 2000 Edition, adopted by the City
of San Bernardino, California.
All temporary traffic striping shall be done by the Contractor. Also place temporary
tape on all crosswalks.
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 whenever possible and as directed by the Engineer.
The full width of the traveled way shall be open for use by public traffic on 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.
Personal vehicles of the Contractor's employees shall not be parked on the traveled
way at any time.
The Contractor shall notify local authorities of his intent to begin work at least five (5)
days before work is begun. The Contractor shall cooperate with local authorities relative to
handling traffic through the area and shall make his own arrangements relative to keeping the
working area clear of parked vehicles.
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 five (5) days prior to
commencement of work. This notification shall explain the sequence of work and indicate any
restrictions of 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.
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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 provided herein, the
Contractor may post temporary "NO PARKING" signs within the area of work as required to
facilitate construction operations, subject to 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.
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 Resident Engineer.
9-1.05 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 tlf cause a minimum of inconvenience to the general public.
The Contractor shall furnish, install, and upon completion of the work, remove all
signs and warning devices required for directing, protecting, and detouring the public during
construction.
Emergency vehicles shall be permitted access at all times to any street.
9-1.06 LANE CLOSURE - The Contractor shall not close more than one (I) lane at
a time, and shall not exceed one (1) block in length at a time without prior authorized approval
by the Engineer. The Contractor shall submit traffic control plans and obtain written approval
from the Traffic Engineer prior to lane closure.
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.
The Contractor shall furnish, install, and upon completion of the work, remove all
signs and warning devices required for directing, protecting, and detouring the public during
construction.
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Emergency vehicles shall be permitted access at all times to any street.
Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to
pass through the work area, or an approved detour shall be provided. Safe and adequate
pedestrian access to all business establishments shall be continuous and unobstructed unless
otherwise approved by the Engineer.
9-1.07 PAYMENT -- Full compensation for furnishing and installing signs, lights,
flares, barricades and other traffic control devices necessary to expedite passage of public
traffic through the work area shall be considered as included in the lump sum prices 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 not be adopted until approved in writing by the Engineer.
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SECTION 10
10-1 MOBILIZA nON
10-1.01 GENERAL -- Mobilization shall comply with the requirements of Section 9-3.4,
"Mobilization", of the Standard Specifications.
1 0-1.02 PAYMENT -- The contract lump sum price paid for "MOBILIZA nON" 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.
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SECTION 11
11-1 CLEARING AND GRUBBING
UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL
11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified fill
shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified
Excavation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these
Special Provisions.
Clearing and grubbing shall include, but not be limited to the following items as shown on
the Plans or as specified in the Special Provisions.
The following items shall be classified as clearing and grubbing:
I. Removing Portland Cement Concrete curbs, curb and gutters, as shown in the Plans,
including saw cutting, and as directed by the Engineer.
2. Removing asphalt concrete pavement, and asphalt concrete dike, as shown on the
Plans, including saw cutting, and as directed by the Engineer.
3. Remove existing features as shown on the Plans and as directed by the Engineer,
including but not limited to trees, walls, fences, drain inlets and pipe, and including unknown
miscellaneous items that can be removed by hand.
4. Traffic stripes and pavement markings to be removed will be designated by the
Engineer. Where blast cleaning is used for the removal of painted traffic stripes and pavement
markings or for removal of objectionable material, and such removal operation is being performed
within 10 feet of a lane occupied by public traffic, the residue including dust shall be removed
immediately after contact between the sand and the surface being treated. Such removal shall be by
a vacuum attachment operating concurrently with the blast cleaning operation.
All removed concrete and other materials shall become the property of 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 Contractor shall grade the roadway as required, provide all unclassified excavating
and unclassified fill necessary for curbs, gutters, cross gutter and apron, sidewalk, driveways, and
paving, as indicated on the Plans and described in these Special Provisions. Excess and/or
unsuitable materials shall be removed from the site by the Contractor.
Where unclassified fill and grading is necessary in preparation for laying concrete, it shall
be made with clean earth which shall be solidly compacted to avoid future settlement.
Addendum No. 1
June 27, 2002
Special Provisions No. 10373
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Residential area, defined as all area not currently paved, shall be scarified to a depth of
:t 18 inches, all voids encountered filled, and soils compacted to relative density of 90 percent and
within two percent of optimum moisture content
All subgrade below geotextile fabric shall be prepared in accordance with Section 300-10
"Geotextiles for Separation" of the Standard Specifications and these Special Provisions.
All subgrade for asphalt concrete below 0.50 feet below base material shall be compacted
to 90 percent of the maximum density and within two percent of optimum moisture The upper 0.50
feet of subgrade for asphalt concrete shall be compacted to a relative density of not less than 95
percent.
Outside the traveled way, in areas to receive concrete shall be compacted to a relative
density of not less than 90 percent.
11-1.02 PAYMENT -- The lump sum price paid for "Clearing and Grubbing,
Unclassified Excavation and Unclassified Fill", shall be considered as full compensation for
doing all the work involved in clearing and grubbing, and no additional compensation will be
allowed therefor.
Cost of compaction testing ordered by the Engineer shall be paid for in the following
manner:
I. Test 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 12
12-1 GEOSYNTHETICS
12-1.01 GENERAL - Geosynthetic materials shall be used for separation of the aggregate
base material and at subgrade interface, shall be in accordance with Section 213-2, "Geosynthetics",
of the Standard Specifications and these Special Provisions.
12-1.02 MATERIAL n Geotextile material shall be non-woven, Type 180 N; geogrid
material to be used at the mid-depth of the aggregate base shall be biaxial geogrid, Type S, both
distributed by Contech Construction Products, Inc., telephone 714-368-5127, or approved equal.
12-1.03 INST ALLA nON - Subgrade preparation and geosynthetic material installation
shall be in accordance with Section 300-10, "Geotextiles for Separation", of the Standard
Specifications and/or the manufacturer's recommendation. Overlap of the geotextile material shall
be 900 mm (36 inches).
12-1.04 PAYMENT - Textiles, that is geosynthetics and geogrid, shall be measured and
payment made by the square yard of fabric placed, not including any fabric for overlaps or splices.
The contract unit price per square yard for "GEOTEXTILE, TYPE 180N" and "BIAXIAL
GEOGRID, TYPE S" shall include full compensation for furnishing all labor, materials, tools,
equipment and incidentals, and for doing all work involved in installing geosynthetic materials,
complete in place as shown on the Plans and as directed by the Engineer, and no additional
compensation will be allowed therefor.
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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, as shown on the Plans, and these Special Provisions.
Class and grade of asphalt concrete shall be C2-AR-4000.
A soil sterilant and tack coat shall be applied as directed by the Engineer.
14-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-Bor-Chlorate", or
"Borascu", with colored marker dye, manufactured by Pacific Coast Borax Company or approved
product of other manufacturer provided they are of non-flammable type.
After all fine grading, checking, shaping and compacting of the subgrade has been
completed, all soil in the areas to receive bituminous concrete pavements shall be thoroughly treated
with soil sterilant and thoroughly sprinkled to distribute the chemical through the first two or three
inches of the sub grade.
The Contractor shall provide all necessary protection to prevent injury to animal or plant
life and property occasioned by the application of the soil sterilant. The Contractor will be held
responsible for all personal injury or property damage caused by the application of soil sterilant or
the storage of same.
Soil sterilant shall be applied in accordance with the manufacturer's recommendations.
14-1.03 PAYMENT The contract unit price paid per ton for "ASPHALT
CONCRETE PAVEMENT", shall include full compensation for doing all the work involved in
placing material, complete in place, including the application of soil sterilant and tack coat, as
designated on the Plans, and as directed by the Engineer, and no additional or separate
compensation will be allowed therefor.
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SECTION 15
15-1 AGGREGATE BASE
15-1.01 GENERAL n 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.
15-1.02 PAYMENT n The contract unit price paid per ton for "AGGREGATE
BASE" shall include full compensation for doing all the work involved in preparing the subgrade
and placing material as shown on the Plans and as directed by the Engineer, and no additional
compensation will be allowed therefor.
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SECTION 16
16-1 PORTLAND CEMENT CONCRETE
16-1.01 GENERAL n Portland Cement Concrete construction shall comply with Section
201-1. "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks, Gutters, Cross
Gutters, Alley Intersection, Access Ramps and Driveways", of the Standard Specifications, as
shown on the Plans, Standard Drawings and these Special Provisions.
Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four (4)
inches.
16-1.02 CURB AND GUTTER. TYPE "B" n Curb and gutter, Type "B", shall be
constructed in accordance with the City's Standard Drawing No. 200, and as directed by the
Engineer.
16-1.03 SIDEWALK -- Sidewalk shall be constructed in accordance with the City's
Standard Drawing No. 202, as shown on the Plans and as directed by the Engineer.
16-1.04 CROSS GUTTER - Cross gutter shall be constructed in accordance with the
City's Standard Drawing No. 201, as shown on the Plans and directed by the Engineer
16-1.05 CURB RAMP n Curb ramps shall be constructed in accordance with the
American Public Works Association Standard 111-2, Case B or D, the City's Standard Drawing No.
205, as shown on the Plans and as directed by the Engineer.
16-1.06 COMMERCIAL DRIVEWAY APPROACH - Commercial driveway approach
shall be constructed in accordance with the City's Standard Drawing No. 204, as shown on the
Plans and as directed by the Engineer.
The above-referenced City Standard Drawing and State Standard Plan are made a part of
these specifications. All work shall conform to the above standards to the extent feasible; however,
emphasis shall be given to matching dimensions of adjoining improvements, subject to concurrence
of the Engineer.
16-1.07 BONDING n Joints between new and existing concrete shall be given surface
preparation as follows:
Joints made within the mass of existing concrete by cutting, chipping, or grinding
shall be cleaned free of all loose deleterious material by thorough brooming and
compressed air jetting.
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Original surfaces or existing concrete shall be cleaned free of bitumens, grease,
paint, and other deleterious materials and clean aggregate of at least 3/8-inch size shall be
exposed by abrasive blast cleaning or machine scarifYing.
16-1.08 PAYMENT -- The contract unit bid price paid per linear foot. or square foot, for
"PCC CURB and GUTTER", "PCC SIDEWALK", "PCC CROSS GUTTER" and
"COMMERCIAL DRIVEWAY APPROACH", shall include full compensation for furnishing
all labor, materials, tools, equipment and incidentals, and for doing all the work involved in
constructing the curb, gutter, sidewalks, cross gutter and commercial driveway approach, as shown
on the Plans, and as directed by the Engineer, and no additional compensation will be allowed
therefor.
The contract unit bid price paid per each, for "PCC CURB RAMP including CURB,
SlDEW ALK & SPANDREL", shall include full compensation for furnishing all labor, materials,
tools, equipment and incidentals, and for doing all the work involved in constructing the curb ramp,
curb, sidewalk and spandrel to meet current ADA access ramp specifications, as shown on the
Plans, and as directed by the Engineer, and no additional compensation will be allowed therefor.
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SECTION 20
20-1 TRAFFIC STRIPES AND PAVEMENT MARKING
AND RAISED PAVEMENT MARKERS
20-1.01 GENERAL -- Applying traffic striping and pavement markings shall conform to
the requirements of Section 310-5.6, "Painting Traffic Striping, Pavement Markings, and Curb
Markings", of the Standard Specifications and these Special Provisions.
Paint shall conform to the requirements of Section 210-1, "Paint", 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.
Two coats of paint shall be required for all traffic striping, and curb markings.
Paint for crosswalks and pavement markings shall conform to the requirements of Section
210-1.6.2, "Thermoplastic Paint", of the Standard Specifications.
Raised pavement markers (RPM's) shall be Stimsonite-Low Profile No. 953A (yellow) and
No. 9538 (clear white) or approved equal.
20-1.02 PAYMENT -- The lump sum price paid for "TRAFFIC STRIPING,
PAVEMENT MARKING and RPM", shall include full compensation for furnishing all labor,
materials, and for doing all work involved in the installation of the pavement striping and markings,
and raised pavement markers, as shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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SECTION 21
21-1 STREET LIGHTING
21-1.01 GENERAL n The work to be done consists, in general, of constructing
Portland Cement Concrete foundations for street light poles; installing street lighting system;
installing conduit, pull boxes, and conductors to existing street lighting system, and such other
items or details not mentioned above that are required by the Plans. Relocated street lighting
system shall be constructed in accordance with Section 209, "electrical Components", and
Section 307, "Street Lighting and Traffic Signals", of the Standard Specifications and these
Special Provisions.
Relocation of street lighting system shall conform to the City Standard Drawings
designated SL series; and removal of existing electrical equipment shall conform to Section
307-7, "Salvage", of the Standard Specifications and these Special Provisions.
Removal of existing concrete light pole foundations and street light poles shall be done
in accordance with the Section 300-1, "Clearing and Grubbing", of the Standard Specifications
and these Special Provisions.
The existing conduit and conductors shall be abandoned in place or to be removed as
directed by the Engineer.
Relocate existing HPS luminaire street lighting standard as shown on the Plans.
The installation shall include street lighting standards, luminaires, electrical service and
all underground distribution lines; and shall include the trenching, backfill, and compaction
thereof.
21-1.02 MATERIALS n All materials shall be as listed below or approved equal.
I. Li~hting Standards Lighting standards shall be octagonal, symmetrically
tapered, pre-cast, pre-stressed, concrete poles unless otherwise specified by the City Engineer.
The color shall be natural gray with black and white aggregate. The poles shall have an
approved anti-graffiti surface.
2. Luminaries n Luminaries shall be 150 watt high pressure sodium type, G.E. M-250
A2 Power/Door Luminaire cutoff optics with integral ballast, and P.E. receptacle, wired for
240 volt operation, as shown on the Plans, or approved equal.
3. Pull Boxes n Pull boxes shall be #3-1/2 (except as shown on the Plans) and installed
flush with top of curb or concrete sidewalk. Concrete pull box covers shall be inscribed
"STREET LIGHTING HIGH VOLTAGE".
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4. Service -- New service shall be installed, as shown on the Plans and in accordance
with Standard Drawing SL-2. Contractor shall arrange with the service utility to complete
service connection. Such request shall be submitted not less than 15 days before service
connections are required.
All fees charged by the Southern Edison Company will be paid by the City.
5. Conduit -- Conduit shall conform to Section 307-2.5, "Conduit", of the Standard
Specifications. The Contractor may use either rigid galvanized steel conduit or rigid polyvinyl
chloride (Schedule 40) for underground use, and rigid polyvinyl chloride (Schedule 80) for use
above ground.
Conduits passing under roadways shall be installed by jacking or drilling methods
utilizing only galvanized rigid steel conduit. Conduit shall be 2-inch diameter, minimum.
Conduits shall be placed at the following depths below grade:
a) 18-inches, within parkways and medians, back of curbs, and under concrete
sidewalks.
b) 24-inches when crossing roadways.
6. Conductors -- Conductors shall be UL listed and rated for 600 volt operation. The
insulation for No. 14 and larger conductors shall be one of the following:
a) Type TW polyvinyl chloride conforming to the requirements of ASTM
Designation: 02219.
b) Type THW or THWN polyvinyl chloride.
c) Type USE, Type RHH or Type RHW cross-linked polyethylene.
At any point, the minimum thickness of any of the above insulations shall be 40 mils
for conductor sizes No. 14 to No. 10, inclusive, and 54 mils for No.8 to No.2, inclusive.
7. Pole Foundations -- Foundation for poles shall be constructed to Class 560-C-3250
concrete, with a maximum slump of four (4) inches. Anchor bolts shall be installed to match
the bolt hole patterns for the poles.
21-1.03 OPERATING TEST -- An operating test consisting of three (3) days of
trouble-free operation shall be satisfactorily completed prior to acceptance by the Engineer.
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21-1.04 PAYMENT n The contract lump sum price paid for "STREET LIGHTING
- Laurelwood Drive" as shown on the Plans, shall include full compensation for doing all the
work necessary to construct new street lights and electrical service, including all appurtenant
facilities, complete in place, and no additional compensation will be allowed therefor.
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SECTION 23
23-1 ROADSIDE SIGNS (BARRICADES)
23-1.01 GENERAL - Barricades shall be furnished, placed and maintained at the
locations designated by the Engineer, as shown on the Plans, or specified and shall conform
to provisions in Section 7-10, "Public Convenience and Safety", of the Standard
Specification and these Special Provisions.
Barricades and posts shall be installed in accordance with the City's Standard Drawing
No. 505, as shown on the Plans and as directed by the Engineer.
23-1.02 PAYMENT -_The contract unit price paid per linear foot for "WOOD
POST BARRICADE", as shown on the Plans, shall include full compensation for doing all
the work necessary to furnish and install barricade (left in place), including barricade posts,
furnishing and installing warning signs and markers (type N), complete in place, as
designated on the Plans and as directed by the Engineer, and no additional or separate
compensation will be allowed therefor.
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SECTION 24
24-1 TRAFFIC SIGNALS
24-1.01 TRAFFIC SIGNALS -- Traffic signals and highway lighting shall conform
to the provisions in Section 86, "Signals and Lighting", of the Specifications entitled, "State
of California, Department of Transportation, Standard Specifications", dated July, 1992,
and the California Standard Plans, dated July 2, 1992, and these Special Provisions.
Traffic signal work is to be performed at the following locations:
LAURELWOOD DRIVE AND SHOPPING CENTER ENTRANCE
24-1.02 EOUIPMENT LIST AND DRAWINGS The controller cabinet
schematic wiring and intersection sketch shall be combined into one 24"x36" drawing, so
that, when the cabinet door is fully open, the drawing is oriented with the intersection.
The Contractor shall furnish a maintenance manual for all controller units, auxiliary
equipment, and vehicle detector sensor units, control units and amplifiers. The maintenance
manual shall be submitted at the time the controllers are delivered for testing or, if ordered
by the Engineer, previous to purchase. The maintenance manual shall include, but need not
be limited to, the following items:
(a) Specifications
(b) Design characteristics
(c) General operation theory
(d) Function of all controls
(e) Trouble shooting procedure (diagnostic routine)
(f) Block circuit diagram
(g)GeographicallayoUl of components
(h) Schematic diagram
(i) List of replaceable component parts with stock numbers
24-1.03 FOUNDATIONS Foundations shall conform to the proVISions in
Section 86-2.03, "Foundations", of the Standard Specifications, and these Special Provisions.
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Portland Cement Concrete shall conform to Section 90-10, "Minor Concrete", of the
Standard Specifications and shall contain not less than 470 pounds of cement per cubic yard,
except concrete for reinforced pile foundations shall contain not less than 564 pounds of
cement per cubic yard.
24-1.04 STANDARDS. STEEL PEDESTALS AND POSTS n Standards, steel
pedestals, and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel
Pedestals, and Posts", of the Standard Specifications, and these Special Provisions.
Where the Plans refer to the side tenon detail at the end of the signal mast arm, the
applicable tip tenon may be substituted.
24-1.05 CONDUIT n Conduit shall conform to the provisions in Section 86-2.05,
"Conduit", of the Standard Specifications and these Special Provisions.
All conduit on this project shall be rigid metal type.
Insulated bonding bushings will be required on metal conduit.
After conductors have been installed, the ends of conduits terminating in pull boxes
and controller cabinets shall be sealed with an approved type of sealing compound.
Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with
suitable drill bits for size hole required.
When a standard coupling cannot be used for coupling metal type conduit, a UL
listed threaded union coupling, as specified in the third paragraph in Section 86-2.05C,
"Installation", of the Standard Specifications, or a concrete-tight split coupling or concrete-
tight set screw coupling shall be used.
24-1.06 PULL BOXES n Pull boxes shall conform to the provisions in Section
86-2.06, "Pull Boxes". of the Standard Specifications and these Special Provisions.
Plastic pull boxes will not be allowed.
24-1.07 CONDUCTORS AND WIRING -- Conductors and wiring shall conform
to the provisions in Section 86-2.08, "Conductors", and Section 86-2.09, "Wiring", of the
Standard Specifications and these Special Provisions.
Nylon-jacketed conductors shall not be used.
Splices shall be insulated by "Method B" as provided on State Standard Plans ES-
213.
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24-1.08 SOLID-STATE TRAFFIC ACTUATED CONTROLLER -- Solid-state
traffic actuated controller units, cabinets, and auxiliary equipment shall conform to the
provisions in Section 86-3, "Controller", of the Standard Specifications and these Special
Provisions.
Solid-state traffic actuated controller shall be furnished and installed at the following
intersection:
LAUREL WOOD DRIVE AND SHOPPING CENTER ENTRANCE
The Type 170E Controller Assembly consisting of a Model 170E controller unit
with program module, completely wired Model 332 controller cabinet, Model 22C or 222D
inductive loop detector sensor units, Model 242 isolators, Model 210 conflict monitor, Model
200 switch packs, Model 204 flasher units, and such other equipment required to provide for
a complete control system shall be furnished and installed.
The Contractor shall construct the controller cabinet foundation (including
furnishing and installing anchor bolts), shall install the controller cabinet on said foundation,
and shall make all field wiring connections to the terminal blocks in the controller cabinet.
In addition to the provisions in Section 86-3.11, "Type 170 Controller Assembly",
of the Standard Specifications, the complete control system, including the Model 332 cabinet,
shall conform to State of California, Business and Transportation Agency, Department of
Transportation, "Traffic Signal Control Equipment Modifications", dated September 1987,
and subsequent addend urns.
The above-referenced document is available from the State of California, Bids and
Documents Section in Sacramento, for a fee.
Each controller shall have a local controller package consisting of I Model 400
Modem, I Model 412 AZ with extended memory 2-64K SRAM chips (Dallas DS-1225) and
1-27256 blank program EPROM chip and C-2 Connector.
A full complement of EPROM chips shall be furnished for each controller program
module.
Two (2) complete manuals and four (4) complete cabinet wiring diagrams shall be
supplied in accordance with the above-referenced September 1987 Specifications and any
subsequent addendums.
The convenience receptacle shall have ground-fault circuit interruption as defined by
the Code. Circuit interruption shall occur on less than 4 milliamperes of ground-fault
current.
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The Contractor shall arrange to have a signal technician qualified to work on the
controller and employed by the controller manufacrurer, or his representative, present at the
time the equipment is rumed on.
24-1.09 TRAFFIC UPS
OVER VIEW
The traffic UPS is a turnkey, true on-line, power conditioner and battery backup or
uninterruptible power system (UPS) designed for transportation and traffic applications. The
traffic UPS Battery Backup system shall be capable of operating, up to its rated power level, in
extreme environments with existing equipment on the street today including any and all signal
heads (i.e., Incandescent, LED, Neon, etc.). Where shown on plans, the Traffic UPS shall be
furnished and installed in conformance with the following specification.
1.0 Operation
A. The traffic UPS shall be capable of producing - simultaneously - fully regenerated,
conditioned and true sine wave, standby and continuous AC outputs.
B. Suggested operating mode for respective outputs during power failure:
Continuous output provided for signal controllers and modems: Standby output -
provided for signals in flash mode operation (optional delay timer available for short-
term battery run under full cycling operation).
c. Up to the maximum rating, the Traffic UPS shall be capable of running any
combination of signal heads, whether Incandescent, LED or Neon, by any
manufacturer, regardless of power factor, without overdriving the poorer power factor
LED heads which may cause early degradation, low luminosity or early signal failure.
D. Upon loss of utility power the Traffic UPS shall insert battery power into the
system via a supplied Power Interface Module (PIM). In case of UPS failure and/or
battery depletion, the PIM will ensure that the UPS will drop out and, upon return of
utility power, the traffic control system will default to nornlal operating mode.
E. The Power Interface Module shall enable removal and replacement of the Traffic
UPS without shutting down the traffic control system (i.e. "hot swap" capability).
Connectors shall be equipped with a "safety interlock" feature.
F. For 170 or "California" style cabinets, upon loss of power the Traffic UPS shall
actuate the existing Flash Transfer Relays (RTFs) and Mercury Contactor (MC) to
force the traffic control system into Flash Mode operation.
G. Existing Flasher Modules and Flash Transfer Relays shall be utilized.
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H. To facilitate emergency crews and police activities, the Traffic UPS shall be
compatible with police panel functions (i.e. "Signals Off" switch must kill power
to the field wiring even when on UPS/Battery power).
I. The Traffic UPS shall not duplicate or take over flash operation or flash transfer
relay functions.
J. The Traffic UPS shall be capable of providing continuous, fully conditioned,
regulated, sinusoidal (Ae) power to selected devices such as signal controllers,
modems, communications hubs, NTCIP adapters and video equipment.
2.0 Description
The Traffic UPS shall consist of three major components, the Electronics Module, the
Power Interface Module, and the Battery System.
2.01 The Electronics Module shall consist of the following:
A. True sine wave, high frequency inverter utilizing IGBT technology,
B. 3-stage, temperature compensated, battery charger,
C. For connection from the Electronics Module to the Power Interface Module and
Battery System, dedicated harnesses shall be provided with quick-release, keyed,
circular connectors and braided nylon sleeving over all conductors,
D. Local and remote control of UPS functions,
E. Local and remote communications capabilities,
F. And be capable of accepting and NTCIP ready adapter or a Spread Spectrum
Radio modem,
G. Separate Power Interface Module (PIM) for inserting power safely and reliable.
2.1 Mounting/Configuration
2.1.1 Mounting method shall be shelf-mount.
2.1.2 170 Style: mounting method shall be 19" rack-mount. Shelf angles or rails, typically
supplied by others, are available as optional accessories.
2.1.3 (BLANK)
Addendum No. I
June 27, 2002
Special Provisions No. 10373
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2.2 Battery System
2.2.1 The battery shall be comprised of extreme temperature, deep cycle, AGMIVRLA
(Absorbed Glass MatIValve Regulated Lead Acid) batteries that have been field
proven and tested by the U. S. military.
2.2.2 The battery system shall consist of one or more strings (typically 4 or 6 batteries per
string) of extreme temperature, deep cycle, AGMIVRLA (Absorbed Glass Mat/Valve
Regulated Lead Acid) batteries.
2.2.3 Batteries shall be certified to operate at extreme temperatures from -40oC to + 740C.
2.2.4 The batteries shall be provided with appropriate interconnect wiring and a corrosion-
resistant mounting trays and/or brackets appropriate for the cabinet into which they
will be installed.
2.2.5 The interconnect cable shall be protected with abrasion-resistant nylon sheathing.
2.2.6 The interconnect cable shall connect to the base module via a quick-release circular
connector.
2.2.7 For purposes of safety and proper operation, the circular battery connector shall have
interlocking pins to prevent turn-on if batteries are not connected, and to shut off the
UPS should the batteries be disconnected.
2.2.8 Battery construction shall include heavy-duty, inter-cell connections for low-
impedance between cells, and heavy-duty plates to withstand shock and vibration.
2.2.9 The top cover shall use tongue and groove construction and shall be epoxied to the
battery case for maximum strength and durability.
2.2.10 An optional lifting handle shall be available on most battery models.
3.0 Electrical Specifications
3.1 Input Specification
Nominal Input Voltage
Input Voltage Range
Input Frequency
Input Configuration
Input Current (Max. draw)
Input Protection
120 V AC, Single Phase
85 V AC to 140 V AC
50 or 60 Hz (+/- 5%)
3 Wire (Hot, Neutral & Ground)
7.2 amps, Power-Factor Corrected
Input Fuse (12 amps)
3.2 Output Specification
Nominal Output Voltage
Power Rating
120 V AC, Single Phase
I k VA (I OOOV A/700W)
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Short circuit protection
+/- 2% for 100% step load change
and from High battery to Low
battery condition
50 to 60 Hz (+/ - 5%)
Keyed, circular connectors and
duplex receptacle
True Sinewave
100% for 10 minutes
200% for 1/2 second
Current limit and automatic
shutdown
Current limit and automatic
shutdown
85% at full load
.7 lagging through unity to .7
leading
Output Voltage Regulation
Output Frequency
Output Configuration
Output Wave Form
Overload capability
Fault Clearing
Efficiency
Load Power Factor
4.0 Physical Specifications, UPS Electronics Module
4.1 Dimensions:
Rack-mount: Width = 19", Depth = 12", Height = 3.5" (2U)
Shelf-mount: Width = 19", Depth = 12", Height = 3.5"
Wall-mount/Unistrut Rail mount: Width = 6.9", Depth = 9.5" Height = 16"
Separate Power-Interface Module = Width = 6", Depth = 2.8", Height = 9"
4.2 Weight: UPS: 20 lbs, Shipping weight: 25 Ibs.
5.0 Environmental Specifications
5.1 The UPS shall meet or exceed NEMA temperature standards from 400C to +74 DC.
5.2 The UPS shall be certified and field proven to meet or exceed NEMA
temperature standards. A certificate of compliance shall be made available upon request.
6.0 Battery Specifications
6.1 The battery system shall be certified and field proven to meet or exceed NEMA
temperature standards from 400C to +74 OC.
6.2 Ampere-Hour ratings (see table I)
6.3 Hydrogen gas emissions: must meet Mil-Spec #MIL-B-8565J
6.4 Dimensions: (See Table I)
6.5 Weights: (See Table I)
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Table I. i ESTIMATED RUNTIME! UNIT ! OVERALL DIMENSIONS
I (assumes 77 F/ 25 C) IWEiGH I PER BATTERY
to 1.75 volts per cell Inches (em.)
Clary V olts/ 200 400 800 Lbs. Length Width Height
Pt. No.* A-hrs. Watts Watts Watts (Kg.) L W H
OpnA 12 VDC/ 3.5 1.73 52 14.7 7.27 3.11 6.67
16A-h Hrs. Hrs. Min. (6.7) (18.46) (7.89) (16.93)
OpnB 12 VDC/ 8.8 3.8 1.8 23 7.68 5.15 7.22
31 A - h Hrs. Hrs. Hrs. (10.5) (19.5 1) (13.08) (18.34)
opnc 12 VDC/ 11.3 5.5 2.3 29 7.68 5.15 8.50
39 A - h Hrs. Hrs. Hrs. (13.2) (19.51) (13.08) (21.59)
opnD 12 VDC/ 13.7 6.7 2.9 32 9.41 5.22 9.35
48 A - h Hrs. Hrs. Hrs. (14.5) (23.90) (13.26) (23.75)
7.0 Communications, Controls & Diagnostics
7.1 Alarm Function Monitoring: The traffic UPS shall come standard with a DB-9F
connector with open collectors (40V @ 20 mAl indicating:
7.1.1 Loss of Utility Power,
7.1.2 Inverter Failure. and
7.1.3 Low Battery.
7.2 An RS232 Interface shall be provided via a DB-9F connector allowing full,
interactive, remote computer monitoring and control of the UPS functions.
7.3 Front Panel controls: Power ON, Cold (DC) Start. Alarm Silence. Battery
Test, Bypass Breaker. and DC/Battery Breaker.
8.0 Reliability
8. I Calculated MTBF is 100,000 hours based on component ratings.
8.2 When Bypass and Power Interface Module are included. system MTBF
increases to 150.000.
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9.0 Battery Mounting
9.1 Battery Tray to hold six (6) OP72A batteries, up to four (4) OP72B or OP72C
batteries, and up to three (3) OP72D batteries. Tray is 19" wide for use in 170
Type cabinets and mounts on standard RETMA rails.
9.2 Swing-out Battery Box, mounts on right rail inside back door of 170 type
cabinets. Box is designed to hold six (6) OP72A batteries, up to four (4) OP72B or OP72C
batteries, and up to three (3) OP72D batteries.
9.3 Adjustable Delay-timer to provide up to 10 hours of full cycling while on
battery before switching to flash mode (only available where 100% low-power/LED signals
and ped heads are used). Batteries must be sized properly to fully utilize this feature.
9.4 Service pedestal-mounting option.
9.5 One-shot ground pulse to trigger External Start upon return of AC power.
9.6 Dial-out modem for wireless or land line communication.
9.7 Enhanced battery charger provides accelerated charging capacity (Contact
factory for details and proper application).
10.0 Serviceability & Maintainability
10.1 MTTR (Mean-Time-To Replace or Repair)
10.1.1 Electronics: 15 minutes or less
10.1.2 Battery System: 15 minute or less
II. 0 Warranty
Standard warranty terms cover entire Traffic UPS including battery. Terms are one-year
parts and labor with labor F. O. B. factory.
24-l.l 0 FUNCTIONAL TESTING Functional testing shall conform to the
provisions in Section 86-2.l4c, "Functional Testing", of the Standard specifications and these
Special Provisions.
The complete control system including the cabinet shall be delivered to the City of
San Bernardino Signal Maintenance Yards, 234 South Mountain View Avenue, San
Bernardino, CA 92408, for operational testing and adjustment. The exact location of delivery
shall be designed by the City Engineer.
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Prior to testing, the materials delivered must display or provide the following
information:
(a) Project Identification
(b) Job Location
(c) Contractor's Name, Address and Telephone Number
(d) Manufacturer's Name, Address and Telephone Number
(e) Controller Program Identification
(I) All auxiliary equipment shall be provided prior to testing (sensors, isolators,
conflict monitors, etc.)
The Contractor shall notify the City Construction Engineer and the Traffic Signal
Supervisor, (909) 384-5129, a minimum of 48 hours prior to delivery of equipment to be
tested.
When notified by the City, the Contractor shall pick up the complete control system
within 48 hours and haul same to the office of the work at his own expense.
The -Contractor shall allow a minimum of 10 working days for operational testing and
adjustment, with the added provisions that if the equipment should fail, an additional 10-day
period shall be allowed for retesting.
All testing and transportation and/or shipping costs for the complete control system
shall be borne by the Contractor.
Costs for controller testing shall be paid for in the following manner:
1. Controller systems which do not pass testing shall be paid for by the Contractor
as a deduction from his contract.
2. Controller systems which pass testing will be paid for by the City.
Controller systems which fail the testing shall be picked up by the Contractor for
repairs and then redelivered to the' testing lab for re-testing.
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24-1.11 VIDEO DETECTORS
24-I.II(a) General -- This specification sets forth the minimum requirements for a
system that detects vehicles on a roadway using only video images of vehicle traffic.
System Hardware
The video detection system shall consist of one video camera, a video detection
processor (VDP) which mounts in a standard detector rack; a detector rack mounted
extension module (EM), and a pointing device.
System Software
The system shall include software that detects vehicles in multiple lanes using only
the video image. Detection zones shall be defined using only an on board video menu
and a pointing device to place the zones on a video image. Up to 24 detection zones
per camera shall be available.
24-1.11(b) Functional Capabilities -- The VDP shall process video from one source.
The source can be a video camera or video tape player. The video shall be input to the VDP in
RS 170 format and shall be digitized and analyzed in real time.
The VDP shall detect the presence of vehicles in up to 24 detection zones per camera.
A detection zone shall be approximately the width and length of one car.
Detector zones shall be programmed via an on board menu displayed on a user
supplied video monitor and using a pointing device connected to the VDP. The menu shall
facilitate placement of the detection zones quickly and easily. A separate computer shall not
be required for programming detection zones.
The VDP shall store up to three different detector zone patterns. The VDP can switch
to anyone of the three different detector patterns within I second of user request via menu
selection with the pointing device.
The VDP shall detect vehicles in real time as they travel across each detector zone.
The VDP shall have an RS232 port for communications with an external computer.
Thc VDP RS232 port shall be multi-drop compatible.
The VDP shall accept new detector patterns from an external computer through the
RS232 port when the external computer uses the correct communications protocol for
downloading detector patterns.
The VDP shall send its detector patterns to an external computer through the RS232
port when requested when the external computer uses the correct communications protocol for
uploading detector patterns.
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The extension module (EM) shall be available to avoid the need of rewiring the
detector rack, by enabling the user to plug an extension module into the appropriate slot in the
detector rack. The extension module shall be connected to the VDP by a 10 wire cable with
modular connectors, and shall output contact closures in accordance with user selectable
channel assignments.
The camera system shall be able to transmit an NTSC video signal. with minimal
signal degradation, up to 1000 feet under ideal conditions.
The associated Video Detection Processor (VDP) shall default to a safe condition,
such as a constant call on each active detection channel, in the event of unacceptable
interference with the video signal.
24-1.1I(c) Vehicle Detection A minimum of 24 detection zones shall be
supported and each detection zone can be sized to suit the site and the desired vehicle detection
region.
A single detection zones shall be able to replace multiple inductive loops and the
detection zones shall be OR'ed as the default or may be AND'ed together to indicate vehicle
presence on a signal phase of traffic movement.
Placement of detection zones shall be done by using only a pointing device, and a
graphical interface built into the VDP and displayed on a video monitor, to draw the detection
zones on the video image from the video camera. No separate computer shall be required to
program the detection zones.
A minimum of 3 detection zone patterns shall be saved within the VDP memory. The
VDP's memory shall be non-volatile to prevent data loss during power outages.
The selection of the detection zone pattern for current use shall be done through a
menu. It shall be possible to activate a detection zone pattern for a camera from VDP memory
and have that detection zone pattern displayed within I second of activation.
When a vehicle is detected crossing a detection zone, the corners of the detection
zone will flash on the video overlay display screen to confirm the detection of the vehicle.
Detection shall be at least 98% accurate in good weather conditions and at least 96%
accurate under adverse weather conditions (rain, snow, or fog). Detection accuracy is
dependent upon site geometry; camera placement, camera quality and detection zone location,
and these accuracy levels do not include allowances for occlusion or poor video due to camera
location or quality.
Detector placement shall not be more distant from the camera than a distance of ten
times the mounting height of the camera.
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The VDP shall provide up to 8 channels of vehicle presence detection through a
standard detector rack edge connector and one or more extension modules.
The VDP shall provide dynamic zone reconfiguration (DZR) to enable nornlal
detector operation of existing channels except the one where a zone is being added or modified
during the setup process. The VDP shall output a constant call on any detection channel
corresponding to a zone being modified.
Detection zone setup shall not require site specific information such as latitude,
longitude, date and time to be entered into the system.
The VDP shall output a constant call for each enabled detector output channel if a
loss of video signal occurs. The VDP shall output a constant call during the background
learning period.
Detection zone outputs shall be configurable to allow the selection of presence, pulse,
extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user
definable.
Detection zones shall have the capability to count the number of vehicles detected.
The count value shall be internally stored for later retrieval through the RS232 port.
24-\.j I(d) VDP and EM Hardware n The VDP and EM shall be specifically
designed to mount in a standard detector rack, using the edge connector to obtain power and
provide contact closure outputs. No adapters shall be required to mount the VDP or EM in a
standard detector rack. Detector rack rewiring shall not be required or shall be minimized.
The VDP and EM shall operate satisfactorily in a temperature range from _340 C to
+ 740 C and a humidity range from O%RH to 95%RH, non-condensing.
The VDP and EM shall be powered by 24 volts DC.
VDP power consumption shall not exceed 450 milliamps. The EM power
consumption shall not exceed 100 milliamps.
The VDP shall include an RS232 port for serial communications with a remote
computer. The VDP RS232 port shall be multi-drop compatible. The port shall be a 9-pin "D"
subminiature connector on the front of the VDP.
The VDP shall utilize flash memory technology to enable the loading of modified or
enhanced software through the RS232 port without modifying the VDP hardware.
The VDP and EM shall include detector output pin out compatibility with industry
standard detector racks.
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The front of the VDP shall include detection indications, such as LED's, for each
channel of detection that display detector outputs in real time when the system is operational.
The front of the VDP shall include one BNC video input connection suitable for
RS 170 video inputs. The video input shall include a switch selectable 75-ohm or high
impedance termination to allow camera video to be routed to other devices, as well as input to
the VDP for vehicle detection.
The front of the VDP shall include one BNC video output providing real time video
output that can be routed to other devices.
The front panel of the VDP shall have a detector test switch to allow the user to place
calls on each channel. The test switch shall be able to place wither a constant call or a
momentary call depending on the position of the switch.
24-1.11 (e) Video Detection Camera -- The video cameras used for traffic detection
shall be furnished by the VDP supplier and shall be qualified by the supplier to ensure proper
system operation.
The camera shall produce a useable video image of the bodies of vehicles under all
roadway lighting conditions, regardless of time of day. The minimum range of scene
luminance over which the camera shall produce a useable video image shall be the minimum
range from nighttime to daytime, but not less than the range 0.1 lux to 10,000 lux.
The camera shall use a CCD sensing element and shall output monochrome video
with resolution of not less than 380 lines vertical and 380 lines horizontal.
The camera shall include an electronic shutter control lens.
The camera shall include a variable focal length lens with variable focus that can be
adjusted, without opening up the camera housing, to suit the site geometry. A single camera
configuration shall be used for all approaches in order to minimize the setup time and spares
required by the user.
The camera electronics shall include AGC to produce a satisfactory image at night.
The camera shall be housed in a weather-tight sealed enclosure. The housing shall be
field rotatable to allow proper alignment between the camera and the traveled road surface.
The camera enclosure shall be equipped with a sun shield. The sunshield shall
include a provision for water diversion to prevent water from flowing in the camera's field of
view. The camera enclosure with sunshield shall be less than 5" diameter, less than 14" long,
and shall weigh less than 5 pounds when the camera and lens are mounted inside the enclosure.
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The camera enclosure shall include a thermostatically controlled heater to assure
proper operation of the lens shutter at low temperatures and prevent moisture condensation on
the optical faceplate of the enclosure.
When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a
temperature range from _340 C to +600 C and a humidity range from 0% RH to 100% RH.
The camera shall be powered by 120 V AC 60 Hz. Power consumption shall be 15
watts or less under all conditions.
Recommended camera placement height shall be 33 feet (or 10 meters) above the
roadway, and over the traveled way on which vehicles are to be detected. For optimum
detection the camera should be centered above the traveled roadway. The camera shall view
approaching vehicles at a distance not to exceed 350 feet for reliable detection (height to
distance ratio of 10: 100). Camera placement and field of view (FOV) shall be unobstructed
and as noted in the installation documentation provided by the supplier.
The camera enclosure shall be equipped with separate, weather-tight connections for
power and setup video cables at the rear of the enclosure. These connections may also allow
diagnostic testing and viewing of video at the camera while the camera is installed on a mast
arm pole using a lens adjustment module (LAM) supplied by the VOP supplier. Video and
power shall not be connected within the same connector.
The video signal output by the camera shall be black and white in RS 170 or CCIR
format.
The video signal shall be fully isolated from the camera enclosure and power cabling.
24-1.11 (I) Installation -- The coaxial cable to be used between the camera and the
VOP in the traffic cabinet shall be Belden 8281 or a 75 ohm, precision video cable with 20
gauge solid bare copper conductor (9.9 ohms/M), solid polyethylene insulating dielectric, 98%
(min) tinned copper double-braided shield and black polyethylene outer covering. The signal
attenuation shall not exceed 0.78 dB per 100 feet at 10 Mhz. Nominal outside diameter is
0.304 inches. The coax cable shall be a continuous unbroken run from the camera to the VOP.
This cable shall be suitable for installation in conduit or overhead with appropriate span wire.
75-ohm BNC plug connectors should be used at both the Camera and Cabinet ends. The
coaxial cable, BNC connector, and crimping tool shall be approved by the supplier of the video
detection system, and the manufacturer's instructions must be followed to ensure proper
connection.
The power cabling shall be 16 A WG three conductor cable. The cabling shall
comply with the National Electric Code, as well as local electrical codes. Cameras may
acquire power from the luminaire if necessary.
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The video detection system shall be installed by supplier factory certified installers
and as recommended by the supplier and documented in installation materials provided by the
supplier. Proof of factory certification shall be provided.
24-1.I1(g) Limited Warranty -- The supplier shall provide a limited two-year
warranty on the video detection system. See suppliers standard warranty included in the Terms
and Conditions of Sale documentation.
During the warranty period, technical support shall be available from the supplier via
telephone within 4 hours of the time a call is made by a user, and this support shall be available
from factory-certified personnel or factory-certified installers.
During the warranty period, updates to VDP software shall be available from the
supplier without charge.
24-1.I1(h) Maintenance and SUP1;Jort -- The supplier shall maintain an adequate
inventory of parts to support maintenance and repair of the video detection system. These
parts shall be available for delivery within 30 days of placement of an acceptable order at the
supplier's then current pricing and terms of sale for said parts.
The supplier shall maintain an ongoing program of technical support for the video detection
system. This technical support shall be available via telephone, or via personnel sent to the
installation site upon placement of an acceptable order at the supplier's then current pricing and
terms of sale for on site technical support.
Installation or training support shall be provided by a factory authorized
representative.
All product documentation shall be written in the English language.
24-1.12 VEHICLE SIGNAL FACES -- Vehicle signal faces shall conform to the
provisions in Section 86-4, "Traffic Signal Faces and Fittings", of the Standard Specifications
and these Special Provisions.
Mast arm and arrow signal heads shall be 12" diameter. Pole mounted signal heads
shall be 12" diameter.
All lamps for traffic signal units shall be furnished by the Contractor.
Signal section housing and backplates shall be metal type.
24-1.13 LIGHT EMITTING DIODE (LED) SIGNAL MODULES n Light emitting
diode (LED) signal modules shall conform to the Caltrans "Standard Specification, dated July,
1999, and the Caltrans Standard Plan and these Special Provisions.
Addendum No. 1
June 27, 2002
Special Provisions No. 10373
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LED signal modules shall conform to Section 86-4.02, "LIGHT EMITTING DIODE
SIGNAL MODULE", of the Standard Specifications and these Special provisions.
24-1.13(a) GENERAL -- Each module shall consist of an assembly that utilizes
LEDs as the light source in lieu of an incandescent lamp for use in traffic signal sections.
The LEDs utilized in the modules shall be AlInGaP technology for red, amber and
yellow indications, or GaN for green indications, and shall be the ultra bright type rated for
100,000 hours of continuous operation from -400C to +74 oc.
The modules shall be rated for a minimum useful life of 48 months. All modules shall
meet all parameters of this specification during this period.
The individual LEDs shall be wired such that a catastrophic loss or the failure of one
LED will result in the loss of not more than 5 percent of the signal module light output.
24-1. 13(b) ELECTRICAL
Power Consumption
Maximum power consumption for LED modules is per Table 2-1. Additionally
LED modules will have EP A Energy Star compliance ratings.
Operation Voltage
The modules shall operate from a 60 HZ +/-3 HZ AC line over a voltage
ranging from 95 volts to 135 volts. The fluctuations of line voltage shall have no
visible effect on the luminous intensity of the indications.
Operating voltage of the modules shall be 120 V AC. All parameters shall by
measured at this voltage.
Power Factor
The LED signal module shall have a power factor of 0.90 or greater.
THD
Total hamlonic distortion (current and voltage) induced into an AC power line
by an LED signal module shall not exceed 20 percent.
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Surge Suppression
The signal module on-board circuitry shall include voltage surge protection to
withstand high-repetition noise transients as stated in Section 2.1.6 of NEMA Standard
TS-2,1992.
The LED circuitry shall prevent perceptible flicker to the unaided eye over the
voltage range specified above.
All wiring and terminal blocks shall meet the requirements of Section 13.02 of
the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic
Control Signal Heads).
Compatibility
The modules shall be operationally compatible with currently used controller
assemblies (solid state load switches, flashers, and conflict monitors). Review TEES
Chapters 3 and 6 for specifications on these devices.
When a current of20 mA AC *or less) is applied to the unit, the voltage reading
across the two leads shall be IS V AC or less.
The modules and associated on-board circuitry must meet Class A emission
limits referred in Federal Communications Commission (FCC) Title 47, SubPart B,
Section 15 regulations concerning the emission of electronic noise.
24-1.l3(c) PHOTOMETRIC REOUIREMENTS -- The minimum initial luminous
intensity values for the modules shall be as stated in Table 2-2 and Table 2-4 at 250C.
The modules shall meet or exceed the illumination values as shown in Table 2-3 and
Table 2-5, throughout the useful life based on normal use in a traffic signal operation over the
operating temperature range.
The measured chromaticity coordinates of the modules shall conform to the
chromaticity requirements of Table 2-6, throughout the useful life over the operating
temperature range.
24-1.l3(d) PHYSICAL AND MECHANICAL REOUIREMENTS -- LED traffic
signal modules shall be designed as retrofit replacements for existing optical units of signal
indications and shall not require special tools for installation. See appropriate sections for
Type I and Type 2 modules.
24-1.l3(e) ENVIRONMENTAL REOUIREMENTS -- The LED signal module shall
be rated for use in the operating temperature range of -400C (-400F) to +740C (+1650F). The
modules shall meet all specifications throughout this range.
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24-1.13(j) PHYSICAL AND MECHANICAL REOUIREMENTS n The module
shall fit into existing traffic signal section housings built to the specifications detailed in lIE
Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal
Heads).
Each Type I module shall be designed to be installed in the doorframe of a standard
traffic signal housing. The Type I module shall be sealed in the doorframe with a one-piece
EPDM (ethylene propylene rubber) gasket.
The maximum weight ofa Type I module shall be 1.8 kg (4Ibs.).
24-1.13(k) CONSTRUCTION n Each Type I module shall be a sealed unit to include
all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.)
and shall be weather proof after installation and connection.
Two secured, color coded, 600 V, 20 A WG minimum, jacketed wires, conforming to
the National Electric Code, rated for service at + 1050C, are to be provided for electrical
connection for each Type I LED signal module. Conductors for Type I modules shall be l-m
in length, with quick disconnect terminals attached and shall conform to Section 86-4.0 I C,
"Electrical Components", of the Standard Specifications.
If specified in the purchased order, the module will be equipped with an adapter that
will screw into the medium base, lamp socket. The adapter shall be able to accept the quick
disconnect terminals at the end of the conductors for the module. The electrical contacts of the
adapter shall be made of brass.
24-1.13(i) LENS n The lens of the Type I module shall be integral to the unit, shall
be convex with a smooth outer surface and made of plastic or of glass.
The lens may be tinted or may use transparent film or materials with similar
characteristics to enhance ON/OFF contrasts.
The use of tinting or other materials to enhance ON/OFF contrasts shall not
affect chromaticity and shall be uniform across the face of the lens.
The LED signal module lens shall be UV stabilized and shall be capable of
withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months
without exhibiting evidence of deterioration.
If a polymeric lens is used, a surface coating or chemical surface treatment shall be
used to provide front surface abrasion resistance.
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24-1.13(j) PHYSICAL AND MECHANICAL REOUIREMENTS -- The module
shall fit into existing traffic signal section housings built to the specifications detailed in ITE
Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal
Heads).
Each Type 1 module shall be designed to be installed in the doorframe of a standard
traffic signal housing. The Type 1 module shall be sealed in the doorframe with a one-piece
EPDM (ethylene propylene rubber) gasket.
The maximum weight of a Type 1 module shall be 1.8 kg (4 lbs.).
24-1.13(k) CONSTRUCTION -- Each Type 1 module shall be a sealed unit to include
all parts necessary for operation (a printed circuit board, power supply, a lens and gasket, etc.)
and shall be weather proof after installation and connection.
Two secured, color coded, 600 V, 20 A WG minimum, jacketed wires, conforming to
the National Electric Code, rated for service at + 1 050C, are to be provided for electrical
connection for each Type 1 LED signal module. Conductors for Type I modules shall be I-m
in length, with quick disconnect terminals attached and shall conform to Section 86-4.0IC,
"Electrical Components", of the Standard Specifications.
If specified in the purchased order, the module will be equipped with an adapter that
will screw into the medium base, lamp socket. The adapter shall be able to accept the quick
disconnect terminals at the end of the conductors for the module. The electrical contacts of the
adapter shall be made of brass.
24-1.13(1) LENS -- The lens of the Type 1 module shall be integral to the unit, shall
be convex with a smooth outer surface and made of plastic or of glass.
The lens may be tinted or may use transparent film or materials with similar
characteristics to enhance ON/OFF contrasts.
The use of tinting or other materials to enhance ON/OFF contrasts shall not
affect chromaticity and shall be uniform across the face of the lens.
The LED signal module lens shall be UV stabilized and shall be capable of
withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60 months
without exhibiting evidence of deterioration.
If a polymeric lens is used, a surface coating or chemical surface treatment shall be
used to provide front surface abrasion resistance.
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24-1.13(m) 300 MM ARROW -- The following specification requirements apply to
the 300 mm arrow module only. All general specifications apply unless specifically
superceded in this section.
The arrow module shall meet specifications stated in Section 9.01 of the ITE
Publication: Equipment and Material Standards, Chapter 2 (Vehicle Traffic Control Signal
Heads) for arrow indications.
The LEOs shall be spread evenly across the illuminated portion of the arrow area.
24-1.13(n) OUALlTY ASSURANCE n The modules shall be manufactured in
accordance with a manufacturer quality assurance (QA) program. The QA program shall
include two types of quality assurance: (I) design quality assurance and (2) production quality
assurance. The production quality assurance shall include statistically controlled routine tests
to ensure minimum performance levels of the modules built to meet this specification, and a
documented process of how problems are to be resolved.
QA process and test results documentation shall be kept on file for a minimum period
of seven years.
LED signal module designs not satisfying design qualification testing and the
production quality assurance testing performance requirements described below shall not be
labeled, advertised, or sold as conforming to this specification.
24-1.13(0) DESIGN OUALlFICATION TESTING n Design qualification testing
shall be performed by the manufacturer or an independent testing lab hired by the manufacturer
on new LED module designs, and when a major design change has been implemented on an
existing design.
A major design change is defined as a design change (electrical or physical) which
changes any of the performance characteristics of the module, results in a different circuit
configuration for the power supply or changes the layout of the individual LEDs in the module.
A quality of two units for each design shall be submitted for design qualification
testing.
T est units shall be submitted to Caltrans after the manufacturer's testing is complete.
Manufacturer's testing data shall be submitted with test units for Caltrans verification
of design qualification testing data.
Bum In. The sample modules shall be energized for a minimum of 24 hours, at 100
percent on-time duty cycle, at a temperature of + 740C (+ 1650F) before performing any design
qualification testing.
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Any failure of the module, which renders the unit non-compliant with the specification
after burn-in shall be cause for rejection.
For design qualification testing, all specifications will be measured including. but not
limited to:
Rated initial luminous intensity. Measured over the operating temperature range.
Chromaticitv (Color). Measured over the operating temperature range.
Electrical. All specified parameters shall be measured and used for quality comparison
of production quality assurance on production modules. (rated power, etc.)
Equipment Compatibility. Modules shall be tested for comparability with the controller
unit, conflict monitor, and load switch. Each signal module shall be connected tot he output of
a standard load switch connected to an AC voltage supply between the values of 95 and 135
V AC with the input to the load switch in the "off' position. The AC voltage developed across
each LED signal module so connected shall not exceed 10 Vrms as the input AC voltage is
varied from 95 Vrms to 135 Vrms.
Mechanical Vibration Testing. Mechanical vibration testing shall be as per MIL-STD-
883. Test Method 2007, using 3 four-minute cycles along each x, y, and z axis, at a force of2.5
Gs, with a frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, of any internal
components, or other physical damage shall be cause for rejection.
Temnerature Cycling. Temperature cycling shall be perfornled as per MIL-STD-883,
Test Method 1010. The temperature range shall be per "Environmental Requirements". A
minimum of 20 cycles shall be performed with a 30-minute transfer time between temperature
extremes and a 30-minute dwell time at each
temperature. Module(s) being tested shall be energized and functioning throughout the
duration of the test. Failure of a module to function properly or any evidence of cracking of
the module lens or housing after temperature cycling shall be cause for rejection.
Moisture Resistance Testing. Moisture resistance testing shall be performed on all
modules mounted in a standard type "A" pedestrian housing per NEMA Standard 250-1991 for
Type 4 enclosures. Any evidence of internal moisture after testing shall be cause for rejection.
24-1.13(p) PRODUCTION QUALITY CONTROL TESTING The following
production quality assurance tests shall be performed on each new module prior to shipment.
Failure to meet requirements of any of these tests shall be cause for rejection. Test results shall
be retained by the manufacturer for seven years.
Bum-in period shall consist of each signal module being energized at rated voltage for
a 30-minute stabilization period before the measurement is made.
Each module shall be tested for rated initial intensity after burn-in.
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A single point measurement, with a correlation to the intensity requirements of Table 2-
2 for circular modules, may be used.
The ambient temperature for this measurement shall be +250C (+770F).
Each module not meeting minimum luminous intensity requirements per Table 2-2 or
Table 2-4 shall be cause for rejection.
Each module shall be tested for required power factor after bum-in.
Each module shall be measured for current flow in amperes after bum-in. The
measured current values shall be compared against rated values resulting from design
qualification measurements under "Design Qualification Testing". The current flow shall not
exceed the rated value.
Each module shall be visually inspected for any exterior physical damage or assembly
anomalies. Careful attention shall be paid to the surface of the lens to ensure there are no
scratches (abrasions), cracks. chips, discoloration, or other defects. Any such defect shall be
cause for rejection.
24-1.13(q) CALTRANS OUALITY ASSURANCE TESTING (RANDOM SAMPLE
TESTING) -- Caltrans may perform random sample testing on all shipments.
Random sample testing should be completed within 30 days after delivery to the
specified location on the purchase order.
Circular modules shall be tested according to California Test No. 604, and as described
herein.
PV, bicycle and arrow modules shall be tested as per California Test 300 I and as
described herein.
All optical testing shall be performed with the module mounted in a standard traffic
signal section or in a standard Type "A" Pedestrian Housing, but without a visor or hood
attached to the section or housing.
The number of units tested (sample size) shall be determined by the quantity of each
model in the shipment. The sample size shall conform to ANSI/ASQC Z1.4. The Caltrans
METS shall deternline thc sampling parameters to be used for the random sample testing.
All parameters of the specification may be tested on the shipment sample.
Acceptance/rejection of the shipment shall conform to ANSI! ASQC Z 1.4 for random
sampled shipments.
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24-1.13(r) WARRANTY -- In addition to meeting the performance requirements for
the minimum period of 60 months, the manufacturer shall provide a written warranty against
defects in materials and workmanship for the modules for a period of 60 months after
acceptance of the modules. Replacement modules shall be provided promptly after receipt of
modules that have failed at no cost to the State. All warranty documentation shall be given to
the TransLab prior to random sample testing.
TABLES:
Table 2-1 Maximum Power Consumotion (in Watts)
Red Yellmv Green
Temperature 25O( 74O( 250C 740C 250C 740C
300 mm circular 11 17 22 25 12 12
200 rnm circular 8 13 13 16 10 10
, 300 mm arrow 9 12 10 12 13 13
i Bicvcle indication future future future future future future
i PV indication future future future future future future
Lane Control (X) 9 12 nla nia
Lane Control (Arrow) nia 13 13
Table 2-2 Minimum Initial Intensities for Circular Indications (in cd)
! 200 mm 300 mOl
I Am.!.le (v.h) Red Yellow Green Red Yello\'. Green
2.5. +,i- 2.5 157 314 314 399 798 798
2.5. +/- 7.5 114 228 228 295 589 589
2.5. +/- 12.5 67 133 133 166 333 333
2.5. +/- 17.5 29 57 57 90 181 181
! 7.5. +,. 2.5 119 238 238 266 532 532
I 7.5. +/. 7.5 105 209 209 238 475 475
7.5. +/.12.5 76 152 152 171 342 342
! 7.5. +;.17.5 48 95 95 105 209 209
7.5. +/. 22.5 21 43 43 45 90 90
7.5. +/. 27.5 12 24 24 19 38 38
12.5. +/- 2.5 43 86 86 59 119 119
12.5. +i~ 7.5 38 76 76 57 114 114
12.5. +/.12.5 33 67 67 52 105 105
12.5. +/- 17.5 24 48 48 40 81 81
12.5. +/. 22.5 14 29 29 26 52 52
12.5. +/. 27.5 10 19 19 19 38 38
17.5. +/. 2.5 19 38 38 26 52 52
17.5. +/- 7.5 17 33 33 26 52 52
17.5. +/. 12.5 12 24 24 26 52 52
17.5. +/. 17.5 ]0 19 ]9 26 52 52
17.5. +/- 22.5 7 14 ]4 24 48 48
17.5. +/. 27.5 5 10 10 19 38 38
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Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd)
200 mm 300 mm
Anc.le (Y. hI Red Yellow Green Red Yello\\ i Green
2.5. +/. 2.5 133 267 267 339 679 ! ()79
2.5. +/- 7.5 97 194 194 251 501 50]
2.5. +/- 12.5 57 113 113 141 283 283 ,
2.5. .,-/- 17.5 25 48 48 77 154 154 I
7.5. +. - 2.5 !OI 202 202 226 45" 45'
! 7.5. ~/- 7.5 89 178 178 202 404 404
i 7.5. +!- 12.5 65 129 129 145 291 291
I 7.5. +.- 17.5 41 81 81 89 178 178
7.5. ..../- 22.5 18 37 37 38 77 77
7.5. +/- 27.5 10 20 20 16 32 32 !
12.5. +i- 2.5 37 73 73 50 101 101
12.5. ......i- 7.5 32 65 65 48 97 97
12.5, -r/_ 12.5 28 57 57 44 89 89
12.5. +/- 17.5 20 41 41 34 69 69
12.5. +/- 22.5 12 25 25 22 44 44
12.5. +!- 27.5 9 16 16 16 32 32
17.5. ---,'- 2.5 16 32 32 22 44 44
17.5. +/- 7.5 14 28 28 22 44 44
17.5. +!- 12.5 10 20 20 22 44 44
17.5. +/- 17.5 9 16 16 22 44 44
I 17.5.4-/- 22.5 6 12 12 20 41 41
17.5. ~/- 27.5 4 9 9 16 32 32
Table 2-4 Miuimal Initial Intensities for Arrow Indications (in cd/m2)
Arrow Indication
Red
5.500
Yellow
11.000
Green
11.000
Table 2-5 Minimum Maintained Intensities for Arrow Indications (in cd/m2)
Arrow Indication
Red
5.500
Yellow
11.000
Green
11.000
Table 2-6 Chromaticity Standards (CIE Chart)
Section 8.04 of:
Red Y: \:ot greater than 0.308. or less than 0.998 + x
I'ello\'. Y ~ot less than 0.4] ]. nor less than 0.995 - x. nor less than 0.452
Green Y )\;0\ less than 0.506 - .519x. nor less than 0.150 + 1.068x. nor more than 0.730 - x
24-1.14 PEDESTRIAN SIGNALS -- Pedestrian signals shall be Type "A".
The audible pedestrian signal shall supplement the visible "WALK" Symbol indicated,
and shall be mounted within the housing of the pedestrian signal on the walk symbol side.
Output (electric current) shall be generated from the field conductors to the associated
pedestrian signal head.
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24-1.15 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE "UPRAISED
HAND" MODULE -- The pedestrian signal face "Upraised Hand" shall be installed in each
Type "A" pedestrian signal. The light emitting diode (LED) module for the pedestrian signal
shall conform to the Caltrans "Standard Specifications, dated July, 2000, Section 86-4.07,
"LIGHT EMITTING DIODE
PEDESTRIAN SIGNAL FACE "UPRAISED HAND" MODULE", and these Special
Provisions.
24-1,16 PEDESTRIAN PUSH BUTTON -- Pedestrian push button housings shall be
the metal type.
Pedestrian push buttons shall be Type "B".
24-1.17 ADA PEDESTRIAN PUSH BUTTON
Synchronex Part No. IASY2021-40, ADA-2.
The push button shall be
The housing for the push button shall be either machined aluminum, or die-cast
aluminum. All housing shall be coated with powdered paint, matching colors of Federal
Standard No. 595b, and shall be shock and rain proof The housing shall be "Bull Nosed" in
shape to reduce vandalism.
The pedestrian push button switch shall be a precision type, single pole, single throw,
expandable to three poles, single throw operation, having pressure type terminals, rated at 120
vac, and capable of IXI06 operations, The switches shall be UL listed, CSA certified, and
meet the requirements of NEMA ICS-I, ICS-2, The switch shall have the following
characteristics:
A. The switching unit shall have a stainless steel, aluminum, or structural plastic
operator and shall be mounted within the housing with a stainless steel, noncorrosive,
tamperproof, fastening device, It shall be of such a size to permit recessed mounting in most
existing standard type pedestrian push buttons without any modifications to either unit.
B. The actuator shall be conical in shape with the cone extending 7/16" to 1/2"
above bezel of the switch housing, and 2" in diameter.
C. The switch shall have an operating force of 9 to 13 ounces and a minimum
release force of 4 ounces, Pretravel shall be 1/64 inch maximum, Overtravel shall be 7/32
inch minimum. Differential travel shall be .0004 to .002 inch.
24-1.18 LUMINAIRES -- Luminaires shall conform to the provisions in Section
86-6.01, "High-Intensity Discharge - Luminaires", of the Standard Specifications and these
Special Provisions,
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All luminaires to be mounted on horizontal mast arms, when tested in accordance
with California Test 611, shall be capable of withstanding cyclic loading in:
(1) a vertical plane at a minimum peak acceleration level of 3.0 g's peak-to-peak
sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed, for a minimum of 2
million cycles without failure of any luminaire parts, and
(2) a horizontal plane perpendicular to the direction of the mast arm at a minimum peak
acceleration level of 1.5 g's peak-to-peak sinusoidal loading (same as 0.75-g peak) with the
internal ballast installed, for a minimum of 2 million cycles without failure of any lumina ire
parts.
24-1.19 MAST ARM MOUNTED REFLECTORIZED STREET NAME SIGN
Mast arm-mounted reflectorized street name signs shall be Type SG.
Sign panel surfaces, including lettering and borders, shall be 3M Brand Visual Impact
Performance (VIP 3990) reflective sheeting or approved alternate. Reflective sheeting shall
be applied in such a manner as to maintain light transmission levels specified in the Caltrans
Specifications.
Sign legends shall be white on green as shown on the Plan. Minimum copy size for
the legends shall be 8" U.c. and 6" L.C. series D (See Attachment "A"). Minimum sign panel
width shall conform to the Standards established by Caltrans.
"Periods" shall not be used on abbreviations. Full-size layouts for each legend shall
be submitted to the Engineer for approval prior to fabrication.
Sign panels shall be .063 gauge 5052H38 aluminum with chromate conversion
coating as per Caltrans Specifications. Sign frames shall be construction of 6061 T6 aluminum
channel: I 1/4" X I 1/4" X 1/8". The frame shall be welded on all four corners. Sign faces
shall be aluminum rivets. A face will appear on both sides of frame.
The Contractor shall provide and install all the necessary hardware and mounting
brackets to install the mast arm-mounted reflectorized street name signs.
The Contractor shall provide Safeway Sign Bracket EX-L telescoping mastarm
bracket with swing assembly, or approved equal, by the City Traffic Engineer.
24-1.20 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.
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The Contractor shall place "STOP AHEAD" and "STOP" signs to driect 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
conforn1 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.
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SECTION 25
25- I CONSTRUCTION AND RELOCATION OF WATER FACILITIES
25-1.0 I GENERAL -- Construction and relocation of water facilities shall be in
accordance with the Plans, these Special Provisions and as directed by the Engineer.
In general, the work includes the construction of new l2-inch ductile-iron pipeline
with appurtenances shown or specified, connections to existing system, and providing temporary
water service, if required.
The Contractor shall notifY the City of San Bernardino Water Department at (909) 384-
5139 a minimum of seven days prior to beginning work that will affect the water line system.
The word "Department" or "Water Department" shall mean the City of San Bernardino
Water Department.
The word "Board" or words "Board of Water Commissioners" shall mean the Board of
Water Commissioners of the City of San Bernardino Water Department.
The words "Directed, Required, Permitted, Ordered, Designated, Prescribed by the Water
Department", or words of like importance. used in Specifications or upon the drawings, shall be
understood to mean that the direction, requirement, permission, order, designation, or prescription
of the Engineer is intended, and similarly, the words "Approved, Acceptable, Satisfactory by the
Water Department". or words of like importance, shall mean approved by or acceptable to, or
satisfactory to the Engineer, unless otherwise expressly stated.
The word "Engineer" shall mean a Civil Engineer registered as such in the State of
California and employed by the Water Department, acting either directly or through designated and
properly authorized agents, assistants. and inspectors.
The words "Or Approved Equal: shall mean a product that meets all A.W.W.A.
specifications and has been approved for use in the City of San Bernardino's domestic water system
by the Water Department.
Work of construction and relocations shall be In accordance with the following
"Specifications for Construction of Water Facilities".
SP-73
SPECIFICATIONS
FOR
CONSTRUCTION OF WATER FACILITIES
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TECHNICAL SPECIFICATIONS
GENERAL REOUIREMENTS
1. GENERAL
I. I Conditions - The decision of the Engineer shall be final on all issues relating to
the acceptability and classification of material, machinery, or plant equipment,
the proper performance, or sequence of the work, quantities, and the
interpretation of Specifications and/or drawings.
The Contractor shall obtain copies of, and comply with, all applicable current
statutes, laws, ordinances, rules, regulations, and specifications of the United
States Government, the state of California, the county of San Bernardino, City
of San Bernardino, and any other governmental agencies having jurisdiction,
and shall make application for all required permits and bear the cost of same.
All permits for the construction shall be obtained by the Contractor from the
appropriate agencies prior to starting construction.
In the event of conflict between the requirements of these Specifications and
the requirements of the permits, it shall be understood that the more exacting
requirements shall govern.
The Contractor shall furnish to the Department copies of all required permits
and licenses prior to the start of construction. Upon completion of construction,
the Contractor shall provide the Department with documentation attesting to the
satisfactory closure of said permits and licenses.
1.2 Acceptabilitv of Methods and Materials - The Engineer shall make the final
detern1ination regarding the acceptability of materials to be used and the
methods to be employed on all water projects.
1.3 CAL-OSHA Safety Code - All work shall be perforn1ed in compliance with the
California Code of Regulations, Title 8, Industrial Relations (CAL/OSHA),
Construction Safety Orders (CSO), and General Industry Safety Orders (GISO).
1.4 Public Convenience Requirements - The Contractor shall conduct his
operations so as to offer the least possible obstruction and inconvenience to the
public and he shall have under construction no greater length or amount of
work than he can complete properly with due regard to the rights of the public.
Unless otherwise provided, all public traffic shall be permitted to pass through
the work area with as little inconvenience and delay as possible. Where
possible, such traffic shall be routed on new or existing paved surfaces.
Spillage, resulting from hauling operations along or across any public traveled
way, shall be removed immediately by the Contractor at no expense to the
Department.
Construction operations shall be conducted in such a manner as to cause as little
inconvenience as possible to abutting property owners.
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Convenient access to driveways, houses, and buildings along the line of the
work shall be maintained and temporary approaches to crossings or intersecting
highways shall be provided and kept in good condition. When the abutting
property owner's access across the right-of-way line is to be eliminated or to be
replaced by another access, the property owner's access shall not be closed until
the replacement access facilities are usable.
Water or dust palliative shall be applied as required for the alleviation or
prevention of dust nuisance.
In order to expedite the passage of public traffic through or around the work,
the Contractor shall install signs, lights, flares, barricades, and other facilities
for the sole convenience and direction of public traffic.
1.5 Public Safety Requirements - Whenever the Contractor's operations create a
condition hazardous to traffic or to the public he shall, at his expense and
without costs to the Department, furnish, erect, and maintain such fences,
barricades, lights, signs, and other devices, and take such other protective
measures as are necessary to prevent accidents, damage, or injury to the public.
The Contractor shall also furnish such flaggers as are necessary to give
adequate warning to traffic, or to the public, of any dangerous conditions to be
encountered. Signs, lights, flags, and other warning and safety devices shall
conform to the requirements set forth in the current "MANUAL OF TRAFFIC
CONTROLS - Warning Signs, Lights, and Devices for the Use in Performance
of Work Upon Highways", issued by the state of California Department of
Transportation. "When construction results in only one(l} paved traffic lane
being open to traffic, a minimlllll of two(2} jlaggers, with appropriate signs
and protective equipment, shall be required to direct traffic through the
construction zone. In certain cases, pilot cars and/or radio comlllll/lication
between jlaggers may be required. "
Should the Contractor appear to be neglectful in taking any protective measures
that may be required, the Department may direct his attention to such situation,
and the Contractor will provide the necessary warning devices and protective
measures needed at no expense to the Department.
If the Contractor fails to provide traffic controls and other safety devices that
are needed, the Department will provide them and charge any costs against the
Contract amount. Any such failing to comply with safety requirements will
result in removal of the Contractor for future opportunities to bid for at least
two full calendar years.
Where necessary for public safety and convenience, the Contractor shall, at his
expense, provide and maintain suitable drainage of the roadway and erect such
temporary structures as are necessary. The suspension of the work from any
cause whatsoever shall not relieve the Contractor of his responsibility to
provide for the safety and convenience of public traffic and local residents.
Emergency repairs: Contractor shall furnish names and telephone numbers of
persons to contact in case immediate repairs are needed. If a responsible person
is not available at this number, the Department may make immediate repairs
and deduct the costs from the Contract amount.
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Should any traffic striping and/or pavement markings be damaged or removed
as a result of the Contractor's operations, they shall be restored or replaced at
the Contractor's expense. Traffic stripes and/or pavement markings shall be
restored or replaced by application of thermoplastic material. Under certain
situations, traffic stripes and/or pavement markings may be restored or replaced
with retro-reflective paint with the prior approval of the Permit Engineer.
At the end of the work shift(s), prior to departing the construction area. the
Contractor will ensure that safety devices adequately identify hazards and
control traffic flow.
1.6 Defective Work or Materials - Inspection oversights committed by the
Department's inspectors in no way constitute a de facto approval or acceptance
of substandard conditions. The Contractor shall be held liable for any and all
substandard material and/or workmanship discovered during any phase or stage
of construction up to one( 1) year after the project has been accepted and a
performance bond has been posted.
1.7 Protection of Existing Improvements - The Department will not be held liable
for any damage or disruption of pre-existing service, appurtenances, or
infrastructure regardless of their nature, which may occur during the execution
of any construction project being performed for this Department. The
responsibility for any and all repairs and/or remuneration associated with
damages occurring to either public or private property as a result of the
construction of water utilities shall rest solely with the Contractor(s).
1.8 Proximity to Sewers - If the horizontal separation between parallel sewer and
water lines is less than ten (10) feet, or if the sewer crosses below the water line
with less than one (1) foot of separation, special construction is required by the
State Department of Health Services. Special construction will only be
perfom1ed with prior approval from the Department. ]t is the Contractor's
responsibility to understand and follow the requirements for sewer and water
crossings as mandated by the State Department of Health Services.
1.9 Pothole All Utilities - Prior to the start of construction. the Contractor will
pothole all utilities per Section 3, Paragraph 1.1.
1.10 As-Built Drawings - The Contractor shall be required to keep a separate set
of construction Plans upon which he shall designate as-built conditions
using sufficient sketches to properly indicate locations of valves, hydrants,
services. and other pertinent items. Contractor shall also provide, make, and
configure all valves. Prior to filing of the "Notice of Completion", the
Contractor shall certify the as-built information in a letter transferring the
as-built documents to the Department.
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TECHNICAL SPECIFICATIONS
MATERIALS
1. GENERAL
The Contractor shall furnish ductile iron pipe. All materials in the pipeline work shall be
new and unused. All materials in the pipeline work shall be of the selected type of pipe.
All materials shall be suitable for ISO psi working pressure unless specified otherwise
and approved by the Water Department.
2. DUCTILE IRON (On PIPE
Ductile iron pipe and fittings shall be cement mortar line. Pipe joints shall be mechanical
joint or push-on type as designed by the Water Department. Applicable sections of the
following standards apply:
STANDARD
AWWACI51
AWWACI04
AWWA ClIO
AWWA CI53
AWWACIII
AWWACI05
ITEM
Ductile Iron Pipe
Cement Mortar Lining
Fittings
Compact Ductile Iron Fittings
Rubber Gasket Joints
Polyethylene Encasement
All materials shall be suitable for ISO psi working pressure. Ductile iron pipe shall be a
minimum thickness Class 50 or above as mandated by design requirements.
3. RESILIENT-SEATED GATE VALVES
Resilient-seated gate valves will be acceptable for sizes three (3)-inch through twelve (12)-
inch nominal pipe size, and shall conform to all requirements of A WW A C509-80 or latest
revision thereof. Valves shall be non-rising stems opening by turning counterclockwise.
Valves shall be provided with O-ring shaft seals and operating nuts and handwheels in
accordance with the applicable sections of the above-referenced standard. Valves shall be
manufactured by Mueller or approved equal.
4. VALVE BOXES
Valve boxes and caps shall be furnished and installed with all buried valves. The valve
boxes shall be of the two-piece, adjustable type with cast iron caps or as directed by the
Water Department. The valve boxes shall have walls not less than ten (10) gauge, and the
nominal diameter shall not be less than eight (8) inches. Valve box caps shall have the work
"WATER" cast into them.
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5. FIRE HYDRANTS
Fire hydrants shall be wet barrel of the break-off traffic type and shall conform to A WW A
C503-82 with six (6)-inch hole flanged inlet. Nozzle threads shall be American National
Standard. Operating nut shall be one and one-half (I \lz)-inch National Standard pentagon.
The main valve shall be equipped with O-ring seals and shall open when turned left or
counterclockwise. Fire hydrants shall be painted as specified by the Water Department.
Hydrants shall be Mueller A480E, Clow 850. or Long Beach 425, and shall be equipped
with two (2), two and one-half (2\1, )-inch hose nozzles, and one (I), four (4)-inch pumper
nozzle.
6. GASKETS
Gaskets for flanged joints shall be ring type, one-sixteenth (I/16)-inch thick for pipe ten (10)
inches and smaller and one-eighth (1/8)-inch for larger pipe. Gaskets shall be Johns-
Manville Type 60 or approved equal, and shall conform to applicable requirements of
A WW A C207.
7. FLANGED COUPLING ADAPTORS
Flanged coupling adaptors between flanged fittings and ductile iron pipe shall be Rockwell
912 Cast FCA. For steel pipe use Rockwell 913 Steel FCA or approved equal.
8. COPPER WATER SERVICE LINES
All water service lines shall be a minimum of one (I )-inch and shall be seamless copper
water tubing, type K, soft temper or approved equal.
All one and one-half (I \I, )-inch and two (2)-inch copper tubing shall be seamless copper
water tubing, type K, soft temper or approved equal, and shall be delivered in approximately
twenty (20)-foot straight lengths. No coiled copper tubing shall be used in sizes one and
one-half (1-'/,) inch and larger.
9. SADDLES. CORPORATION STOPS. ANGLE METER V ALVES
All service saddles. corporation stops, angle meter stops and such appurtenances shall be
compatible with material selected and be equal to those manufactured by James Jones
Company and Mueller Company or approved equal.
10. RELOCATIONS
All relocations shown or required shall be constructed using materials similar to those
existing and/or as shown or specified in applicable Water Department Standard Drawings.
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11. CONCRETE
a Portland cement shall conform to ASTM Standard Specification C150, latest
revision entitled "Portland Cement", and shall be Type I or Type II. Cement in
containers that have been broken in shipment or handling may be used only if
approved by the Water Department.
b. Sand shall consist of well-graded, natural or artificially washed sand that has
been clean, hard, strong matter. Sand shall not contain over three (3) percent
clay or silt by weight.
c. Coarse aggregate shall consist of gravel, or a combination of gravel and crushed
rock, having clean, hard tough, durable and uncoated pieces free from injurious
amounts of soft, friable, thick, elongated pieces, alkali, oil, organic or other
deleterious substances. Aggregate shall be properly graded, from one-fourth
(1/4 )-inch to one-half (1/2)-inch in size, to secure the required compressive
strength concrete.
d. Water shall be clean, free from injurious amounts of oil, acids, organic matter, or
other injurious substance.
e. Mixing - Concrete required for thrust blocks and other water system items shall
be composed of the following relative volumes of materials:
. One (I) Cubic Foot of Cement (I Sack, 94 Lbs.)
. Two (2) Cubic Feet of Sand (Dry, Loose)
. Three (3) Cubic Feet of Coarse Aggregate
Only sufficient water shall be used to produce a concrete with a slump not
exceeding five (5) inches, as determined by ASTM Standard Method of Test, C143m, latest
revision. The total volume of sand and coarse aggregate measured separately shall not
exceed six (6) cubic feet per sack of cement. Concrete shall be placed within thirty (30)
minutes of mixing and no re-tampering will be permitted. Batch slips shall be furnished by
the Contractor when requested by the Water Department if transit mix concrete is supplied.
Unless otherwise specified, all concrete shall have a twenty-eight (28) day compressive
strength of2,500 psi minimum, and shall contain 5.5 sacks of cement per cubic yard of
concrete.
12. COAL TAR COATING
Coal tar mastic for buried ferrous metal surfaces shall be Kopper's Bitumastic No. 505,
Tnemec 46-450, Pasco Pipe Wrap Primer No. 9047 or approved equal.
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13. PAYMENT
Payment for pipeline construction shall be at the unit price bid for ductile iron pipe for the
sizes and types of joints shown on the plans including paving removal, trench excavation
and backfill, temporary and permanent paving and permanent trench repair, polyethylene
encasement, fittings, couplings, flanges, and thrust restraint, and shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, flushing,
hydrostatic and leakage testing and disinfection, and for doing all work involved in pipeline
installation as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer.
Payment for valves shall be at the unit price bid for each size and type and shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for
doing all the work involved in the construction of valves and valve box, and adjustment to
final grade, as shown on the plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer. Work includes tee fitting, ductile-iron
pipe, valve and cover, hydrant, and blue pavement markers.
Payments for fire hydrant assemblies shall be at the unit price bid and shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for
doing all the work as shown on the plans, as specified in the Standard Specifications and
these Special Provisions, and as directed by the Engineer.
Payment for connection to existing waterlines shall be at the lump sum price bid and shall
include full compensation for furnishing all labor, materials, tools, equipment and
incidentals, and for doing all the work involved in the connection to existing waterlines as
shown on the plans, as specified in the Standard Specifications and these Special Provisions,
and as directed by the Engineer.
Payment for the various relocations shown or required shall include full compensation for
furnishing all labor, materials, tools, equipment, restoration of asphalt pavement, testing,
disinfection and incidentals necessary to complete the work as shown on the plans, as
specified in the Standard Specifications and these Special Provisions, and as directed by the
Engineer, and no additional compensation will be allowed therefor.
Payment for abandoning existing waterlines and services shall be at the lump sum price bid
and shall include full compensation for furnishing all labor, materials, tools, equipment and
incidentals, and for doing all work involved.
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TECHNICAL SPECIFICATIONS
P A VEME'I;T REMOVAL
1. GENERAL
1.1 Scope of Work
A. Furnish all labor, material, equipment, and incidentals required to remove
the entire section of pavement over the trenches used to install the water
mains on the attached Plans.
B. Furnish all labor, material, and equipment necessary to remove and
dispose of all excess spoil after the ground asphalt has been returned to
the trench for use as a temporary driving surface until main construction
is complete.
C. Furnish all labor, material, and equipment necessary to maintain all
ground pavement surfaces free from potholes and large loose gravel
areas.
D. Furnish all labor, material, and equipment necessary to remove any and
all concrete underlayment beneath the pavement as encountered during
the pavement removal process.
1.2 Reference Specifications
Except as otherwise specified herein, the current Standard Specifications for
Construction, current edition, (a.k.a. "Green Book"), shall apply to materials
and workmanship required for the work of this Section.
2. PRODUCTS
2.1 Materials
Use locally available materials and aggregate gradations that exhibit a
satisfactory record of previous installations. Any imported material, necessary
to fill potholes or soft spots in the ground trench, shall comply with "Green
Book" requirements for Class II base.
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3. EXECUTION
3.1 Lavout and Alignment
The Plans contain enough information for the Contractor to determine
horizontal and vertical controls within the tolerances required by the
Department.
3.2 Asphalt Removal
A. Asphalt shall be removed by either of the following two methods:
a. Grinding
b. Saw-cut and removal
B. Whether the pavement is cut or ground, the machine must cut entirely
through the pavement before removal takes place.
C. At the end of each business day, and upon completion of work, all driving
surfaces shall have the following characteristics:
a. The uncut pavement surface shall be clear of all loose material.
b. The cut trench shall be approximately level with the surrounding
area.
c. All surfaces shall be free of soft or loose material.
3.3 Maintenance - Upon completion of the asphalt removal, the Contractor shall
maintain all surfaces free from potholes and large loose gravel areas until the
final pavement is placed.
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TECHNICAL SPECIFICATIONS
EXCA V A TION. TRENCHING AND BACKFILL
1. GENERAL
All excavation, trenching, backfilling, and pavement refurbishing of existing and
proposed streets shall be performed in accordance with California Code of
Regulations, Title 8 (CaIlOSHA), San Bernardino City Public Works requirements,
or any other agency having jurisdiction, except as noted in these Specifications.
In case of conflict in requirements for excavation, trenching, and backfilling
between these Specifications and any statutes, laws, ordinances, rules, regulations,
and/or Specifications of any political subdivision or agency having jurisdiction, it
shall be understood that the more exacting requirements shall govern. In general,
these Specifications will apply in city of San Bernardino right-of-ways and
easements while the aforementioned statutes, laws, ordinances, rules, regulations,
and Specifications of any political subdivision or agency having jurisdiction will
apply within the political boundaries of public rights-of-way to which they apply.
1.1 Excavation and Trenching
A. The Contractor will pothole all existing utilities, regardless of whether
they are shown on the construction drawings, far enough in advance of
construction to allow minor grade adjustments of pipe to avoid local
high points.
B. All excavation shall be performed to the depths and alignment indicated
on the construction drawings regardless of subsurface condition, or
special circumstances unless otherwise authorized by the Department.
During excavation, material suitable for backfilling shall be piled in an
orderly manner, a sufficient distance from the banks of the trench to
avoid overloading and to prevent slides or cave-ins. Roads, driveways,
and pedestrian walkways shall not be obstructed by spoils or pipe. All
excavated materials not required or not suitable for backfill shall be
removed and disposed of by the Contractor at no expense to the
Department.
C. Minimum cover over the pipe shall be thirty(30) inches. Depth of cover
shall be measured from the established street grade or the surface of the
permanent improvement to the top of the pipe barrel. In the case of
lines outside of the existing or proposed street improvements, additional
cover may be required, and the depth of cover shall be measured from
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the average natural ground surface. Any deviation shall be subject to
the approval of the Department.
D. The width of the trench at the top level of the pIpe shall be In
accordance with the following table:
PIPE SIZE-INCHES
INSIDE DIAMETER
NOMINAL
TRENCH WIDTH-INCHES
2
4
6
8
10
12
14
16
20
24
24
28
30
32
34
36
38
40
40
48
The Contractor shall maintain a minimum clearance of eight(8) inches for
pipe sizes through sixteen( 16) inches in diameter. The clearance shall be
on each side of the pipe between the trench wall and the outside surface of
the pipe barrel as measured at the horizontal centerline of the pipeline.
E. Where the bottom of the trench is in rock, large boulders, hard
materials, or when other utilities are encountered near the pipe
alignment, the trench shall be excavated six(6) inches below the bottom
of pipe elevation. Where the trench has been excavated below grade for
any purpose, the trench shall be refilled to the proper trench grade with
selected backfill material and compacted to eighty-five percent (85%)
of its maximum density as determined by ASTM 1556 and D 1557.
(The Department may, based on State, County, and/or City compaction
requirements, modify this requirement. At no time shall the pipe be
installed within a six(6) inch radius ofa large rock or hard surface).
F. Excavation for the placement of concrete for structural support and
thrust blocks shall be finished by hand in order to ensure a solid
undisturbed native surface.
G. Deleted
H. No high or low points in the line shall be pem1itted except as shown on
the Plans. No deviation shall be made from the required line or grade
except with the consent of the Engineer. High and low points not
shown on the Plans shall be fitted with, either air release valves, air and
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vacuum release valves, or blow-off valves as determined by the
Engineer. All such additional construction, which could have been
avoided, shall be performed at no cost to the Department.
I. All excavations shall be kept free of water while concrete or pipe is
being placed. The Contractor shall furnish, install, and operate all
necessary machinery, appliances, and equipment to keep excavations
sufficiently free from water from any source during construction of the
work to permit proper pipe laying and jointing, and shall dispose of
water so as not to cause injury to public or private property, or to cause
a hazard or menace to the public.
J. The trench shall be backfilled with sand to provide a minimum of 6" of
cover over the newly installed main. All sand shall be jetted in
accordance with Green Book Section 306-1.3.3, Titled "Water
Densified Backfill". The remainder of the trench may be filled with
native material except as required for the construction of the roadbed.
K. Drains, sewers, ditches, or other flow routes impacted by construction
may be diverted, if necessary, but must be fully restored to their original
condition as soon as possible.
L. The use of trench digging machinery will be permitted except where
its operations will cause damage to trees, buildings, or existing
structures above or below the ground. At such locations, hand
excavation shall be employed to avoid such damage. Trees, fences,
poles, and other property shall be protected unless their removal is
authorized. Any property damaged shall be restored to its original
condition by the Contractor to the satisfaction of the Engineer, and at
no expense to the Department.
M. The Contractor shall maintain property access routes and proper
clearance for installation of pipe in easements. Removal and disposal of
all trees, stumps, roots, brush, and other objectionable material shall be
provided by the Contract at no expense to the Department. All such
site work shall be subject to approval by the Engineer.
tee 1.2 Deleted
J.3 Backfill
A. General - Trench backfill shall be executed in such a manner as to
provide a minimum of 90% minimum density as determined by ASTM
D 1556 and ATM D 1557 unless a higher density is specified on the
Plans. There shall be no hard surfaces, rocks, or sharp objects within a
six( 6) inch radius of any pipe. Copies of compaction tests and written
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results shall be provided to the Engineer within three(3) working days
of the compaction test.
B. Air Voids - Special attention shall be given to the underside of the pipe
during construction to ensure full compaction and to avoid the
possibility of air voids in the soil.
~c. Compaction Tests - The backfill soil shall be tested for compaction at
a minimum rate of one test every 300 feet for every two feet of fill.
Additional tests may be required at the discretion of the Engineer. If
test results indicate a lower than acceptable density, additional
compaction will be required and re-testing taken under the direction of
the Engineer. All compaction testing and associated reports shall be
completed at no cost to the Department.
D. Dama~e Assessment - Where trench settlement occurs or where it is
determined that damage is caused by inadequate compaction in a
trench, the Contractor shall reopen the street and re-compact the
backfill material to an acceptable level. The Contractor shall repair all
damage at no cost to the Department.
1.4 Deleted
1.5 Pavement Removal
When it is necessary to break pavement in order to lay the. pipelines
shown on the construction drawings, the existing pavement shall be cut
vertically as nearly as possible to a straight line by a method stated in the
section entitled "Pavement Removal", of these Specifications.
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TECHNICAL SPECIFICA nONS
PAVEMENT REPAIR AND RESURFACING
1. GENERAL
1.1 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required to
replace pavement removed over trenches and install approximately one( I)
inch final cap, ten(lO) feet wide. It is the responsibility of the Contractor
to field measure the entire project.
B. Furnish all labor, materials, equipment, and incidentals required to repair,
replace, or restore streets, drain ribbons, driveways, parking areas, or
sidewalk pavements damaged or disturbed during construction.
C. All work shall be in a manner satisfactory to the Department.
1.2 REFERENCE SPECIFICATIONS
Except as otherwise specified herein, the current Standard Specifications for
Construction, latest edition, (a.k.a. "Green Book"), shall apply to materials and
workmanship required for the work of this Section.
2.PRODUCTS
2.1 MATERIALS
A. Use locally available materials and aggregate gradations that exhibit a
satisfactory record of previous installations and as follows:
(I) Tack coat: Per "Green Book" Section 302-5.4 either AR/4000 or
Grade SS-I h.
(2) Asphalt cement: Per "Green Book" Section 203-6 having the
following Specifications:
a. Asphalt shall consist of AR 4000 oil as defined in Section
203-1.
b. Aggregate for base pavement shall consist of 3/4" crushed
rock as defined in Section 200-1 Table 200-1.2(A).
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c. Aggregate for final cap shall consist of 3/8" crushed rock as
defined in Section 100-1 Table 100-1.2(A).
B. Calcium chloride shall conform to AASHTO M144, Type I or Type 11.
3. EXECliTIOl'l
3.1 PREPARATlONFORPAVEMENT
A. Removal of Material - All cold mix asphalt and/or excess backfill
material shall be removed from the compacted trench to a depth of 7"
below finish grade.
B. Damaged Pavement - All damaged pavement adjacent to the edge of
trench shall be saw cut and removed in rectangular sections beyond the
limits of damage. The Contractor may, at the time of saw cut, review a
specific damaged area in the field with the Engineer or distribution
superintendent and receive approval for alternate removal methods. All
material below the removed pavement area shall be excavated to a depth
of T' below finish grade.
C. Adding of Suhbase Material - The trench shall be backfilled with Class 11
subbase and compacted to 95% compaction so that once compacted the
elevation of the surface of the trench is equal to the bottom of the existing
pavement or 3" whichever is greater.
3.2 PLACEMENT OF NEW PAVEMENT
A. Tack Coat - All surfaces of the existing pavement, which may come in
contact with the new pavement, shall be clean, dry, and tack coated with
tack coat as defined in Section 2.1, "Materials".
B. Base Pavement - For trenches parallel to the flow of traffic, asphalt
concrete as defined in Section 2.2, "Materials", shall be placed and
compacted flush with existing pavement adjacent to the trench. For
trenches crossing the flow of traffic, asphalt concrete as defined in
Section 2.2, "Materials", shall be placed 3/4" below the existing
pavement adjacent to the trench.
(I )Provide joints between old and new pavements and between
successive days works for continuous bond between adjoining
work. Clean and dry contact surfaces and apply tack coat.
(2)Place mixture at not less than 2600F (I 270C-). Place each course to
required grade cross-section and compacted thickness.
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02 2S6
(3)All paving shall be compacted with a nine(9) wheet eight(S) ton I
pneumatic roller or approved equal.
(4)All Asphalt base pavement shall be placed by a self-propelled paving
machine, use of a dump truck ditch gate is not an approved method.
C. Maintenance - The compacted pavement shall be maintained for thirty
(30)days with regular traffic over it. At the end of the thirty (30)day
period, the finished surface on lateral trench repairs shall not vary more
than liS "-above or 1I2"-below the design grade for the base pavement.
D. Pavement Rework - If at the end of the thirty(30)day period the new
pavement surface is outside the parameters stated in the above
"Maintenance" paragraph C, the pavement shall be reworked in the
following manner:
(l)The top three(3)inches of the newly installed asphalt shall be ground
and the material removed.
(2)The remaining asphalt shall be compacted in place to achieve 95%-
compaction as measured at a depth of 4Y,"-below finish grade.
(3 )All the newly ground dry surface shall then be tack coated and re-
paved as described above.
(4)The re-paved section of trench shall be maintained for another
thirty(30)days and then rechecked for conformance.
All pavement rework shall be at no additional cost to the
Department.
E. Final Cap Placement - Final pavement cap shall be hot-mixed asphalt
concrete as defined in "Materials" Section 2.2. Area of overlay shall be
clean, dry, and uniformly tack coated. Asphalt concrete overlay must
extend at least two (2) feet laterally and five (5) feet longitudinally
beyond edges of trench excavation and/or pavement damaged by
trenching. Asphalt concrete overlay shall be placed parallel to the
centerline. The pavement cap shall be placed to provide a dense and
smooth riding surface. Compaction of the pavement cap shall be
obtained by means of at least one (1) 2-axle, self-propelled, steel
wheeled, five(5) to eight(S) ton roller unless otherwise permitted by the
Engineer.
(I) Begin rolling when mixture will bear roller weight without
displacement. Repair surface defects with hot material as rolling
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progresses. Cut out and patch defective areas and roll to blend with
adjacent satisfactory paving. Continue rolling until maximum
density is attained and roller marks are eliminated.
(2) Protect paving from damage and vehicular traffic until mixture has
cooled and attained its maximum degree of hardness.
(3) For trenches parallel to the flow of traffic, thickness of surface
course to be one( I )inch at center of trench and feather to meet
existing paving not less than two(2)feet beyond the edge of the
trench. No portion of the cap shall be less than 3/8" thick over
newly cut trench.
(4) For trenches crossing the flow of traffic, final cap shall butt up to
edge of trench flush with existing pavement.
3.3 ENVIRONMENTAL CONDITIONS
A. Dry Subbase - Whenever the subbase becomes dry enough to cause dust
problems, spread calcium chloride uniformly over the gravel surface in
sufficient quantity to eliminate the dust.
B. Subbase - Shall be free of standing water and shall appear dry prior to
asphalt pavement. All pavement surfaces coming in contact with new
pavement shall be clean and completely dry prior to tack coating. It is
the responsibility of the Contractor to only place asphalt under the above
conditions regardless of weather or other circumstances.
C. Cold Temperature - When the air temperature falls below 50oF, extra
precautions shall be taken in drying the aggregates, controlling the
temperatures of the materials, and placing and compacting the mixture.
No mixtures shall be placed when the air temperature is below 40oF, or
when the material on which the mixtures are to be placed contains frost
or has a surface temperature not suitable to the Engineer.
D. Vehicle Traffic After Placement - No vehicular traffic or loads shall be
pem1itted on the newly completed pavement until adequate stability has
been attained and the material has cooled sufficiently to prevent
distortion or loss of lines. If the climatic or other conditions warrant it,
the period of time before opening to traffic may be extended at the
discretion of the Engineer.
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02 2S6
3.4 GUARANTEE
All pavement placed shall be maintained by the Contractor for a period of thirty
(30)days. During this period all areas, which have settled or are unsatisfactory
for traffic shall be refilled and replaced.
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TECHNICAL SPECIFICATION
INSTALLATION
1. GENERAL
All foreign matter and dirt shall be removed from the interior of the pipe prior to its
installation. Before being lowered into the trench, the pipe shall be inspected for defects.
Any defective pipe, damaged pipe, or pipe that is the wrong class shall be rejected. The
entire joint including coupling, machined sections of the pipe, and the rubber gasket or
ring shall be thoroughly cleaned at the time the joint is made. The entire procedure and
method of installation of the pipe shall be in strict compliance with the pipe
manufacturer's direction and recommendations.
All pipe shall be laid according to the size, class, location and grade shown on the plan.
Matching surfaces of all pipe ends must be true and brought into firm contact. Rubber
ring installation shall be checked with suitable gauges to ensure that they are properly
located.
When pipe laying is not in progress, the unfinished end of the pipe shall be securely
closed with a suitable watertight plug or cover to prevent the entrance of animals or
foreign matter into the line.
The Contractor shall take all necessary care and precautions to prevent the pipe from
floating due to water entering the trench from any source. The Contractor shall be
responsible for damage caused by floating pipe and shall, at his sole expense, restore and
replace the pipe to its proper condition, alignment and grade.
Where pipe is laid on a curve or at horizontal or vertical angles in the trench, the
maximum deflection at the joint shall not exceed eighty percent (80%) of the limitations
specified by the pipe manufacturer, and each joint shall be adequately blocked to take the
thrust until properly backfilled.
1.1 Hauling and Unloading Pipe - During loading, transportation, and unloading,
every precaution shall be taken to prevent damage to the pipe, its lining, and its
coating. No pipe shall be dropped from cars or trucks nor allowed to roll down
skids. Each pipe shall rest upon suitable pads, strips or blocks during
transportation and while awaiting installation in the field, and shall be securely
wedged or tied in place. Padding shall be used on all truck stakes to prevent
damage to the coating during transportation and handling.
When it is necessary to move the pipe longitudinally along the trench, it will be
done in such a manner as to not damage the pipe or its coating. Pipe shall not
be rolled or dragged on the ground. Pipe shall be placed on the ground no
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longer than one week prior to installation. Any dirt or foreign objects that ha\'c
accumulated in the pipe shall be removed prior to the pipe being installed.
Where pipe is placed in stockpiles, it shall be neatly piled and blocked with
strips between tiers and banded with appropriate banding material.
1.2 Protection of Work and Materials - The Contractor shall at all times takc care to
protect and preserve all materials to be used in the laying of the pipe. The pipe
shall be handled in such a manner as to not distort its shape. All pipe and
materials, which, in the opinion of the Department, have been damaged, shall
be replaced by the Contractor at no expense to the Department.
The Contractor shall be responsible for the safe storage of all material furnished
by him. All material damaged or broken by the Contractor shall be replaced in
exact type and kind by the Contractor at his expense. All materials received by
the Contractor and not used shall be removed by the Contractor at his expense.
1.3 Handling of Pipe and Accessories - Pipe and accessories shall be loaded at the
point of delivery, hauled to, and distributed, at the site of the project by the
Contractor at his expense. They shall at all times be handled with care to avoid
damage. Whether moved by hand, skidways or hoists, material shall not be
dropped or bumped against pipe or accessories already on the ground or against
any other object on the ground.
Pipe shall be handled in such a manner as to avoid damage to machined or
special ends. When such damage cannot be repaired to the Department's
satisfaction, damaged materials shall be replaced by the Contractor at no
expense to the Department.
The interior of all pipe and accessories shall be kept free from dirt and foreign
matter at all times.
All pipe, fittings, and accessories shall be carefully lowered into the trench in a
safe manner that maintains the integrity of the pipe, using proper tools and
equipment. Under no circumstances shall pipe or accessories be dropped,
dumped, or rolled into the trench.
1.4 Installation of Ductile Iron Pipe - The ductile iron water mains shall be laid and
the work incidental thereto performed in accordance with applicable
requirements of A.W.W.A. C600-93 A WW A Standards for the installation of
ductile iron water mains and their appurtenances.
All pipe shall be carefully inspected for defects before installation. Such
inspection shall include light tapping with a hammer while the pipe is
suspended in the air. No pipe or fitting which is cracked or which shows
defects shall be used. Any injuries to the protective coating of the pipe or
SP-94
02 296
fittings shall be carefully repaired by the Contractor with coal tar pitch varnish.
The pipes, valves, and fittings shall be carefully cleaned immediately before
installation. During any work stoppage, every open end of a pipe shall be
carefully plugged or capped before leaving the work.
1.5 Blow-Off Assembly Installation - Blow-offs shall be installed by the Contractor
at the locations shown on the approved Plans, positioned to provide complete
accessibility, and to minimize the possibility of damage from vehicles or injury
to pedestrians. The size and type of blow-off shall correspond to the designation
shown on the Plans. The entire assembly shall be plumb.
Upon completion of the water main installation and after the field tests have
been performed, each blow-off shall be operated by the Contractor, in the
presence of the Department's representative. Operation shall consist of slowly
opening the blow-off assembly and allowing water to flow freely. Upon
completion of this sequence, the blow-offs shall be slowly turned off and all
protective caps properly placed.
All blow-offs shall be installed with breakaway hardware to minimize potential
damage to the water main. Guard posts are not permitted for use in protecting
water facilities.
1.6 Valve Installation - Valves shall be installed at the locations shown on the Plans
and shall correspond to the size and types shown on the Plans. All valves shall
be equipped with a valve box and cap in accordance with the drawings.
The cutting of pipe for carefully inserting into the bells of valves shall be done
neatly and without damage to the pipe, its coating or lining, and in accordance
with the manufacturer's instructions.
The Contractor shall not operate gate valves connected to an active water
system without a Department's representative present. During the course of
water main installations, all valves shall be left completely open or completely
closed unless otherwise authorized by the Department. Upon completion of the
water mains and all appurtenances, the Contractor, in the presence of the
Department's representative, shall operate all valves through a complete open
and closed cycle. After completion of this operational cycle, the Contractor
shall leave all valves in an OPEN position unless otherwise directed by the
Department.
1. 7 Valve Box and Caps - Valve boxes and caps to be installed in proposed
pavement areas of presently unpaved street rights-of-way shall be installed ten
(IO)inches below the proposed finished grade of street. The Engineer may, at
his own discretion, determine a greater depth for valve cap placement. The
Contractor shall be responsible for future location of all valve boxes and caps
until completion of paving. At least two (2) properly designated witness
SP-95
02 296
markers shall be provided and installed by the Contractor to aid future location
of valve boxes and caps.
After paving is complete or when valves are installed in existing paved areas.
the valve cap shall be positioned with its top one-quarter (l/4)inch below
finished grade and pavement shall be feathered to make a smooth transition to
the existing pavement.
1.8 Air and Vacuum Assembly - Air and vacuum assemblies shall be installed at
the locations indicated on the Plans, at sites adjacent to the roadway, or on back
lot lines as selected by the Department. They shall be completely accessible and
protected against possible damage from vehicles or equipment. The assemblies
shall be installed in accordance with manufacturer's recommendations and in
accordance with the Drawings. Pipe joints shall be assembled in a proper
manner to assure that they are free ofleaks.
1.9 Concrete Encasements - Concrete encasement shall be installed in a manner to
completely surround the pipe barrel at all water course crossings to provide
protection from flood flows and eliminate possible water infiltration. The
entire procedure shall be in accordance with the pipe manufacturer's
recommendations and approved by the Department.
1.10 Thrust Blocks - In general, thrust blocks are unacceptable to the Department.
Department approved thrust blocks shall be formed and poured in place
against undisturbed native soil. Thrust blocks having concrete in contact
with joint assembly hardware will be considered to be unacceptable by the
Department, and will be removed and replaced by the Contractor at no
expense to the Department.
1.11 Flanged Fittings and Connections - All flanged valves and fittings shall be
properly positioned and aligned in the trench, in such a manner as to relieve
any stress or strain on the connecting pipe or flanged end being fitted, with
the pipe system resting in its final position and all fittings and valves plumb.
Welding, if required, shall be done after the pipe is in place, except where
otherwise approved by the Department.
1.12 Connections With Existing Svstem - All connections to the eXlstmg
Department system will be made under the observation of the Department's
representative.
A. Record drawings used to determine existing pipe size, type, and
location shall only be used as a reference. It will be the responsibility
of the Contractor to field verify all such information. Any changes
from the Plans made due to inaccurate record drawing information will
be done at the Contractor's expense.
SP- 96
02 296
B. T est plates or an air gap shall separate the existing water system from
new construction until all tests and disinfection have been successfully
completed. At no time will a Contractor make such connection or
remove test plates without a Department representative present.
1.13 Coal Tar Coatings - All buried valves, valve boxes, flanged joints, sleeve-
type couplings, and other buried ferrous metal items which are not
galvanized or factory coated, shall be thoroughly cleaned and shall be coated
with a coal tar coating to a minimum dry film thickness ofsixteen(l6) mils.
+1.14 Deleted
1.15 Fire Hydrant Assembly Installation - Fire hydrants shall be installed by the
Contractor at the locations shown on the approved Plans, positioned to
provide complete accessibility, and to minimize the possibility of damage
from vehicles or injury to pedestrians (see Standard Drawing No. W2.2). 1
The size and type of hydrant shall correspond to the designation shown on
the Plans. The entire hydrant assembly shall be plumb.
A. The Contractor shall provide and install all necessary fire hydrant bury
extensions to permit installation of the hydrant assembly to proper grade.
The Contractor shall be responsible for establishing proper grade per the
approved Plans.
B. Upon completion of the water main installation and after the field tests
have been performed, each fire hydrant shall be operated by the
Contractor in the presence of the Department's representative. Operation
shall consist of slowly opening the fire hydrant assembly and allowing
water to flow freely from one or more of its outlets. Upon completion of
this sequence, the fire hydrants shall be slowly turned off and all
protective caps properly placednone for each outlet.
C. All fire hydrants shall be installed with breakaway hardware to minimize
potential damage to the water main. Guard posts are not permitted for
use in protecting fire hydrants.
1.16 Abandon Existing Waterlines and Services - Abandoning existing
waterlines and services shall be accomplished as shown on the plans and
these Special Provisions. Abandonment shall include dewatering, capping
or plugging of pipe ends and removal of valve can(s) and hydrant(s).
SP-97
02 296
Existing waterlines and water services shall be abandoned after connections to
existing waterlines and new water service connections have been accomplished.
1.17 Service Lateral Connections - There are currently six (6) Yz" to ';." service
laterals, connected to the existing main, which will be relocated to the new main
as part of this Contract and included as a bid item.
The relocation shall be constructed as follows:
Relocation of the service lateral and relocation of the existing meter and meter box
will be required and shall include installation of a new I" crop stop, a new I"
copper pipe and a new I" angle valve.
Addendum No. I
June 27, 2002
Special Provisions No. 10373
SP-98
02 296
TECHNICAL SPECIFICATION
TESTING AND DISINFECTION
1. GEl'iERAL
After the pipe has been laid and all trenches have been backfilled and compacted, all new
pipe shall be given a pressure and leakage test. The test section should be tested with
proper test plates rather than against a "closed" valve to avoid possible cross connections.
T est plates shall not be removed until the new pipe section has been disinfected and
satisfactory bacteriological test results have been reviewed and accepted by the
Department.
An alternate method to using test plates is to use end caps (with flushing ports) on the end
of all newly installed mains. These caps will be installed a maximum of five feet from
the proposed point of connection. All pipe and fittings used to make the final connection
shall be swabbed with a I % chlorine solution prior to making such connection. All
connections shall be made in the presence of the Department's representative.
The Engineer shall be notified prior to testing and shall witness the leakage, pressure
tests, and disinfection process. All written results (passed or failed) shall be provided to
the Engineer prior to acceptance and continuation with additional testing.
Before conducting the field tests, the pipe shall be thoroughly flushed, as outlined in the
attached flushing procedure, then completely filled with water and all free air shall be
expelled from the line. Any additional taps, valves, or blow offs, needed to assure all air
is expelled, shall be provided by the Contractor. Water to be used to fill and flush the
pipelines will be measured by a SBMWD meter. The Contractor shall provide his own
pumps and other equipment to properly fill the line with water and produce the required
test pressures. The required pressures shall be established and maintained in accordance
with A WW A Standard CY600-87 Section 4.1.2 as outlined in the attached procedure.
All thrust blocks forming a permanent part of the line to be tested shall be installed in
ample time prior to the test to enable the concrete to properly set (minimum sevenj7)
days).
THE FOLLOWING PROCEDURES SHALL BE FOLLOWED IN ORDER AND IN
THE PRESENCE OF THE CITY OF SAN BERNARDINO MUNICIPAL WATER
DEPARTMENT'S REPRESENTATIVE:
1.1 Pressure and Leakage Test - After main, hydrant, and service lateral
installation, backfill and compaction is completed, but prior to connection to the
City water system the following pressure and leakage test procedures shall be
followed:
SP-99
02 296
A. Test pressure shall be 1.5-times the working pressure at the highest point
along the test section. (1.5 TIMES WORKING PRESSURE FOR THE
PIPELINE SHALL BE NO LESS THAI\' 80 PSI.)
B. The hydrostatic test shall be of at least 2-hour duration.
C. Test pressure shall not vary by more than 1000 psi for the duration of the
test.
D. All newly laid pipe shall be filled by a water truck or through an
approved reduced pressure principal backflow device.
E. All air shall be expelled completely from the pipe, valves, hydrant, and
service laterals. If permanent air release valves are not located at all high
points, the Contractor shall install corporation cocks at such points so that
the air can be expelled as the line is filled with water.
F. Leakage is defined as the quantity of water that must be supplied into the
newly laid pipe to maintain pressure within tenj 1 0) psi of the specified
test pressure. Supply water shall be measured through an approved
meter.
G. No pipe installation will be accepted if the leakage is greater than that
determined by the following formula:
L = SD;I P (T)
133,200
Where:
L = Allowable leakage (in gallons)
S = Length of pipe tested (in feet)
D = Nominal Diameter of the pipe (in inches)
P = Average test pressure (in psi)
T = Time (in hours)
Should any test of a section of pipeline disclose leakage, the Contractor
shall, at his own expense, locate and repair the defective joints until the
leakage is within the permitted allowance described above. The pipe shall
then be retested by the Contractor, at his expense.
1.2 Flushing - Flushing is typically done from an existing system hydrant through
an approved backflow device and into one end of the new system.
A. Flush the line with a quantity of water equal to 3 times the line capacity.
SP-IOO
02 296
B. Flush all fire hydrants & service laterals.
C. Flushing flow rate shall be sufficient to maintain a minimum pipeline
velocity of 3-feet per second through the duration of the flushing process.
D. Minimum diameter of flush line shall be 4-inches on 8-inch and larger
mams.
1.3 Chlorination - Chlorination is typically done by mixing an appropriate dosage
in a water truck and filling the line from one end through a fire hydrant or 2"-
tap.
A. Fill line with chlorinated water dosed at not less than 50-mg/1 and not
more than lOO-mg/1 free chlorine. Operate all fire hydrants and service
valves to ensure that chlorinated water replaces all air and water m
system and contacts all surfaces. Test residual at several locations.
B. Lock all service valves to ensure that no water is taken from the system.
C. The chlorinated water shall be retained in the main for at least 24-hours.
At the end of this 24-hour period, the treated water in all portions of the
main shall have a residual of not less than 25-mg/l, free chlorine.
Note: An alternate method of chlorination using a chlorinator may be acceptable.
Submit a detailed explanation of the proposed method including a step-by-step
procedure to the Department for review and approval a minimum of one week prior
to the proposed chlorination.
1.4 Chlorine Removal - Following successful completion of the chlorine residual
test, the main should be flushed as soon as possible (within 24-hours), since
prolonged exposure to high concentrations of chlorine might damage the pipe
lining or cause corrosion to the pipe itself. The heavily chlorinated water shall
be flushed from the main until chlorine measurements show that the
concentration in the water leaving the main is not higher than that generally
prevailing in the distribution system.
At that time all hydrants and service laterals shall be thoroughly flushed. The
system shall then be shut in for at least 24-hours before bacteriological samples
may be taken.
1.5 Disposal of Chlorinated Water - Chlorine is considered, in the state of
California, to be a highly hazardous material. As such, it requires special
permits for disposal and may not be discharge directly to the ground surface or
to storm drains. The Contractor is responsible to dispose of the chlorinated
water in a legal manner and must obtain the necessary permits prior to the start
of chlorination.
SP-10l
02 296
1.6 Bacteriological Tests - After final flushing is complete and before the new
water main is connected to the distribution system, samples shall be collected
from every 1,200-feet of new main plus one from each end of the line. All
samples shall be tested for bacteriological quality in accordance with the
Standard Methods for the Examination of Water and Wastewater, and shall
show the absence of coliform organisms.
All such testing will be conducted and paid for by the Department; however,
any retests that may be required will be at the Contractor's expense.
I. 7 Permanent Connection to Distribution System - Only after negative
bacteriological test results are obtained will permanent connection to the
distribution system be allowed. At the discretion of the inspector, the new pipe,
fittings, and valve(s) required for the connection may be spray disinfected or
swabbed with a minimum 1% (one percent) solution of chlorine just prior to
being installed.
1.8 Acceptance - The Department will not accept the pipeline until backfill and
pavement operations are complete, all gate valve boxes are raised to proper
grade, and until the pipelines are proven free from running and other defects to
the satisfaction of the Department. The acceptance of the dedication of the
water system by the Department of the completed work as herein specified is
subject to the written guarantee of the Contractor that any defects, excessive
settlement of backfill and/or leaks in such pipelines arising from defective
workmanship or by any negligence of the Contractor which may develop within
one(l) year from such acceptance, shall be repaired and made good by said
Contractor in accordance with the General Conditions - Part 2/Commencement,
Progress, and Completion Section 2-12 Warranty of Work, Page 38.
SP-102
MUNICIPAL WATER DEPARTMENT
STANDARD DRAWINGS
CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
TNDF.X OF STANDARn nRAWINGS
02 296
STD#
ISSUE
nATE
Wl.l 11/03/93
WI.2 11/03/93
,,1 1 11 11'11.' "11.
. .
WI.4 11/03/93
III .--Y II,'OJ,'9)
tll.8 11/@J/9J
WI.9 OS/29/96
Wl.ll 06/17/96
WI. 12 06/25/96
WL1:1 A":!2'J,")(,
. .
IIl.U e2,'13,'9~
II1.1S 11/85/99
TITT.F./nF.SCRTPTION
.
SERVICE DETAILS
5/8", 3/4" and 1" Service Detail
1-1/2" and 2" Service Detail
,11 riT ~rT~iD~ ~i~h S!811
]11 n-- -.i- r.-y. ir>-
J '4" r
.
3" Domestic Service
1" ~..J L~....':J-'" D_m__L.':'_ S_.....:.___
1 1,' 8 II _to 1 2" S .L. ~ Q Q.8' t ail ( j,.
L8ffimsFsial ~8mEiRati8R ~8mesti8
nRA TY1; <jRTi nl'"l n , ui r:-~
2" Aboveground Fire Service with
Double Check Detector Assembly
5/8", 3/4" & 1" Combination Domestic
& Irrigation Service Detail
3" combination Domestic & Irrigation
Service Detail
411 &. I.AV;C":l'" OAWlr-tiRnt":iAR l]n'RH~Dt1c 1-
~rri~at!BR ~eL.i~~ B_L~il
-4 It S. L..;1.L ':fur. AlJ_. l::!~.L ~t:llHJ. F.i.._ ~u_. i__
---Wi~R I?iHIEln <:'fi'e'C'JL .~---~_....- ,,~~~~- ly
W2.1
11/03/93
11/03/93
W2.2
W3.1
11/03/93
tr. 1
11~':ft .
,
W3.3
10/27/94
Def3aytJRlaprt .\pprs6:'HI '''21t''r ~..l""'IS--
FIRE HYDRANTS
Typical Pipe & F.H. Layout (Alignment)
6" Fire Hydrant Installation
VALVE ASSEMBLIES
Typical Gate Valve Installation
T .11,1. n' [...1 I....,. . ':J
, . T 1 l'
Typical Gate Can Installation
D:\laurie's @Data\Word Processing\Standard.drwng.doc
1
LATEST
REVISION
nATE
11/01
11/99
-ll,'91
02/00
r1199
.J...J.t90
02/00
11/01
11/99
I I ") 9
,
06/Q1
01/97
09/01
1..
04/95
11/13/01
STD#
t',' j . '1
11J. '"
W4.1
W4.2
W4.3
u~
1r.;~7U
II{; .1
\16. ~-
CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
TNDF.X OF ST~Nn~Rn nR~WTNGS
02 Z96
ISSUE
D~TF.
:-8/:-7,"-,3
013/17/:;3
11/03/93
11/03/93
11/03/93
I I , (] I .., ~
. .
11/0J,;)J
ITI I,
TTTT,F./DESCRTPTTON
,
l'Ap:r1'F1~ Il-r-n.; I -r--,.. An . I FlY'
COI,t.r ac'tor II,5tall~d racili tics
l:1pplruJ II i"-.YIf. f 1"",a1l 1)"
C. ,],V1 FI'" '11:--; 11 Tel nL ifl5
BACKFLOW PREVENTION
Typical Installation of Reduced
Pressure Backflow Prevention Assembly
Typical Installation of Double Check
Detector Check Valve Backflow
Prevention Assembly
4" Through 10" Double Check Detector
Check Valve Assembly
TRENCHING
'I'yr; -ri I "'~--rR. r11::1:lr-l Ilr:'l.r"!lr-~ I I "....--, I
lIJO . .............................. n....... -I . .....\.,'\ ")
c.....u..............L._ E___..._..b p__ U..J___J.~ ga...Ll1
Pip.
MISCELLANEOUS
1~~~ : n r' I J .~I
1176JFJ. ...~tic" I "01lL1:G..L...I'lonument uBt;,..i:l
11/03/93
11/03/93
\'16.5 .. i.:1tt);3~"3"
W6.3
W6.4
\,o.-.t....--
W6.7
Wo.!
Ii III, J I
03/01/94
IIiSo/36
Blue Dot Pavement Markers
Restrained Joint Detail
-L......:,. A--~f (i:;.s t ,
--r-i ,] ~I 1 '1 4--Fnr---N~1ll lIster
r .., I .
.2" Chlorination & Flushing Port
411 'fl~:tl1 1611 ".-':~l:ti~al 8ft g~t.
..1 I:....; ~t:1n.g u..L., ~.'. ,_A.f:. _n~
1v , vii
D:\Laurie's @Data\Word Processing\Standard.drwng.doc
2
LATEST
REVISION
n~TE
]1.,' IJ
......i I ~-:
10/94
10/98
10/94
Flr.'14
,
~A,'~~ ~
11/13/01
CITY OF SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
TNDEX OF 8T~ND~Rn nR~WTNGS
02 296
STD#
ISSUE
n~TE
116. JIl
02/11/"
ub..lU
64,'8J,'JT
TTTT,E IDESCRTPTTON
.
LATEST
REVISION
n~TE
..I" Iluu 1ci1
ef IJXi3'ti1"l~
Bt 1 r' r,-
v~rt: i L~'" 1
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_----1IEaN~t-I1:e-.... ~ r -
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W7.1
12/21/93
-Hi
62/28/J4
llT.n
Dr,'" ....../~1
Hv"...L,
-----.O.2:2'S)./'J~
. .
AIR VALVES
1" & 2" Air Release Valves, 2"
Vacuum Valve & 2" Combination Valve
02/94
).. lit L(..lL~~.L GV.lut...:.II....L:......... 1.1.. .~]ClJlJFfI ~
Re.1SnSf: 'f}a 1 1 ":'. -- -- 1 e.
111 C..",I.: ........1 : ....
!:. 1 . . ,,~,
.
... J......l..........__
.v.(..ll...~ &: Flu,..,,].:.,,) 'e... I Jf 1 :1:41 [~ B_~~
GEOTHERMAL
1')I.it't! 1 ~ 11
, , '~ 51
.
1 ~
O:\Laurie's @Data\Word Processing\Standard.drwng.doc
11113/01
3
NOTE: SERVICE TO BE INSTALLED ONLY
AFTER CURB AND GUTTER HAVE BEEN POURED.
SIDEWALK AND PAVEMENT TO BE INSTALLED
ONLY AFTER SERVICE INSTALLATION IS
COMPLETE AND APPROVED BY SBMWD
SIDEWALK
-12"
-S"-j
NOTE: DIMENSIONS ARE TAKEN FROM
TOP AND BACK OF CURB
r (m' ,~" W/"orn,,"
FINISH GRADE 7
CURB ______ . .
7'"
. '
.
'0
.,.
N
I
(JJ
15" RADIUS
MIN. BEND
~
DISTANCE VARIES
INSTALLED
BY PIPELINE
OR SERVICE
CONTRACTOR*
MAINTAINED
BY SBMWD
wi
z
:JI
~
'"
w
el-
o
'"
el-
I
I INSTALLED
BY PLUMBING
CONTRACTOR
MAINTAINED
BY OWNER
RADIUS
BEND
;;
;::f:/
QTY DESCRIPTION
1 EA (3/4" OR 1") LOCKWING BALL VALVE (FEMALE NPT x METER COUPLING)
[JAMES JONES J-1908W OR EQUAL](NON-LOCKWING VALVE ACCEPTABLE)
ROTATE HANDLE 90' TO AVOID INTERFERENCE WITH METER CAP
1 EA (5/8"x3/4", 3/4"x3/4", OR 1 "xl ") PRECISION OR MULTIJET WATER METER
(MODEL PMM-REGISTER IN CUBIC FEET)
1 EA (1 "x3/4", OR 1 "xl ") LOCKWING ANGLE VALVE (COMPRESSION x
METER COUPLING) (JONES J1963WSG OR EQUIVALENT)
1 EA 20"x14"x12" METER BQX (ARMORCAST A6001425A OR EQUEL)
(W / "WATER" OR "SBMWD" ON LID)
1 EA 1" BRASS CORPORATION STOP (COMPRESSION x MALE NPT)
(MUELLER H 15028 OR EQUAL)
EA 3/4" OR 1" METER IDLER (JUMPER) (MALE METER COUPLING BY MALE METER
COUPLING) TO BE USED IN PLACE OF METER DURING CONSTRUCTION
EA PADLOCK
FT 1" TYPE K SOFT COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE)
(3/4", OR 1") SCHEDULE 80 THREADED (NPT) PVC PIPE NIPPLE
(MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK)
1 EA TAP MAIN DIRECTLY USING SBMWD APPROVED TAPPING MACHINE OR DRILL
CLEAN 1" DIA. HOLE IN MAIN AND USE APPROVED SERVICE SADDLE.
* MAINTAINED BY CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD
NOTE: TAP AND LATERAL SIZE IS ONE (1) INCH DIAMETER.
S.W.L. NOV. 01
S.W.L. APR. 00
S.WI Allr, qq
S.W.L. NOV. 97
c /0"
--.J/ u ,
7 /1'1"
'--' / ...
" ~, r r1
tI! ~u
1 "
I
(""[n, !t0r
...J l\vl\.JL
nrT.^'1
ULI{-IIL
DRAWING
NUMBER
SBMWD
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
4900'
DATE /~h~1
W 1.1
REVISION DATE
SCALE: NONE
APPROVED
-
SIDEWALK ~
FINISH GRADE OR
F~~~~~_=T~~~______L f-T~~~~_~~~~~____J
-----r-- -
I I
L__ _____J
S.W.L. AUG 99 1 1/2" AND 2" SERVICE DETAIL
J.G.DYE FEB 94
REVISION DATE DATEJI"s-lqq~
APPROVED
SCALE: NONE w. W1l1W.1 BRYDEN RCE 28981
z
::i
o
"'
ITEM QTY
CD lEA
@ lEA
CD ___LF
CD lEA
@ lEA
ffi EA
EA
@ lEA
@ lEA
@
lEA
<DJ
lEA
TOP LEVEL W/SIDEWALK
02
296
o
7
5
/.
0>
z
::i
ro
3
3
>-
f-
0::
Iil:
o
10::
CL
INSTALLED AND INSTALLED AND
MAINTAINED MAINTAINED
BY SBMWD BY OTHERS
~
MAIN
DISTANCE VARIES
DESCRIPTION
(I I/Z" or Z") x 9" PVC PIPE NIPPLE
(I I/Z" OR Z")LOCKWING BALL VALVE
NELES-JAMESBURY SERIES 1000 OR EQUAL
(I I/Z" OR 2"") TYPE L HARD COPPER TUBING
(SBMWD APPROVED U.S. MANUFACTURE)
(I I/Z" OR Z") WATER METER (SEE STD. DWG. W1.15 FOR APPROVED LIST)
(I I/Z" OR 2"") BRASS ANGLE METER STOP
JONES J-15Z7F OR EQUAL
(I I/Z" OR Z..) BRASS COMPRESSION QUARTER BEND
(I I/Z" OR 2") BRASS COMPRESSION 1\8 BEND
(I I/Z" OR Z") BRONZE CORPORATION STOP
MUELLER H150Z3 OR EQUAL
___ x (1 I/Z" OR Z") SERVICE SADDLE
FROM SBMWD APPROVED LIST
OR
(1 I/Z" OR Z") WELD-ON THREAD-O-LET
1 r x 30" METER BOX
ARMORCAST A6001640PC-1Z ASSEMBLY OR EQUAL
COMPANION METER FLANGE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
W 1.2
SEE PLAN VIEW OF VAULT
FOR FITTING INFORMATION
ITEM QTY
CD 4 LF
@ I EA
0 lEA
0) LF
@ 2 EA
0 EA
(j) lEA
@ EA
(0 2 EA
@ 2 EA
@ 2 EA
@ lEA
@ 3 EA
63J lEA
@ EA
@ EA
@ 2 EA
S.W.L.
FEB 00
SW!
Ii! Ir. 00
S.W.L. MAR. 98
REVISION
DATE
SCAlE: NONE
(
,-r )
02 296
~
~
I~
(L
'0
,0::
(L
I INSTALLED
I AND
, MAINTAINED
BY
I OTHERS
.0.0-0.0.0-0-0-0-0-0.0.0-0.0.0.0
0000000000000000000000000000000
oooooonononononononononononoooo
~oooo\ ~oooc
~~~~~ 3/4" POORLY GRADED GRAVELC:6~~
SEE PLAN VIEW OF VAULT
FOR FITTING INFORMATION
DESCRIPTION
3" STUB-OUT FOR SERVICE CONNECTION
MATERIAL SPECIFIED BY CUSTOMER
3'xS' FIBERGLASS VAULT - ARMORCAST
A6001436AX48SBMT TORSION ASSIST FRAME OR
(LARGER VAULT MAY BE REO'D.)
3.. (FLG x MJ) GATE VALVE ASSEMBLY
Y TYPE L HARD COPPER TUBING
(SBMWD APPROVED U.S. MANUFACTURE)
3'. D.I.P. FLANGE x GROOVE ADAPTORS
MAINTAINED
BY SBMWO
17
PLAN VIEW OF VAULT
3'. VICTAULlC COUPLING FROM THE WATER
DEPARTMENT APPROVED LIST
I 1/2" BRASS TEST PORT WITH WHEEL VALVE AND CAP
3" WATER METER (SEE STD. DWG. W1.15 FOR APPROVED LIST)
3" COMPANION FLANGE (FLG x FEMALE IRON PIPE)
3" COPPER ADAPTOR (SWEAT x MALE IRON PIPE)
3" (FLG) GATE VALVE ASSEMBLY
PER SBMWD STD. W 3.1
EPOXY COATED TAPPING SLEEVE,
MJ TAPPING SLEEVE, WELD NOZZLE, OR MJxFLG TEE
___" 0.0. MAIN WITH 3" SERVICE LATERAL
8" CONCRETE BLOCK
1 1/2" BYPASS LOOP - TYPE L HARD COPPER TUBING (US MANUFACTURE)
1/2" BRASS '- THREE PART UNION
I 1/2" LOCK-WING BALL VALVE W/ LOCK
3" x I 1/2" BRASS TEE W/ 3" x CLOSE BRASS NIPPLE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
-"
r"\""" '''''-'-',11''- "r-n\ III'"'-,
UVIv'Il..:>II\.... ':>L1\VI\....l.
J
APPROVED
W 1.4
DATE ::l.25.~600
W. W1L.l..W.A BR"r'OEN RCE 28981
SIDEWALK ~
FINISH GRADE DR 7 I
FUTURE STREET -; /--T.
___1- / I
------------------ -r ./ ~
I I
L_ _____J
:;::
:>
ITEM QTY
CD lEA
@ __LF
~ I EA
2 EA
@ lEA
@ lEA
(j) lEA
@ 4 EA
@ lEA
i@ 2 EA
(jJ) lEA
0) lEA
S\I.'.L
f"Ee C',~
DOUBLE
W 1.9
S.W.l.
REViSION
NOV 99
DATE
INSTALLED AND
MAINTAINED MAINTAINED
BY SBMWD BY OTH ERS
02 296
3
8
Iw
z
-'
FINISH GRADE
<Xl
I
. I >-
-, I-
0::
lit
o
10::
CL
10
10
9
8
8
WATER MAIN
DESCRIPTION
2" , 9" PVC PIPE NIPPLE
2" TYPE L HARD COPPER TUBING
(SBMWD APPROVED U.S. MANUFACTURE)
2" DOUBLE CHECK DEfECTOR CHECK VALVE ASSEMBLY
2" GALVANIZED NIPPLE
2" BRASS COMPRESSION 1/8 BEND
2" BRONZE CORPORATION STOP
MUELLER H15023 OR EQUAL
_ , 2" SERVICE SADDLE FROM SBMWD APPROVlEO LIST
OR 2" WELD-ON THREAD-O-LEf
2" GALVANIZED 1/4 BEND (FEMALE PIPE THREAD)
INSOLATOR COUPLING (COMPRESSION , MALE PIPE THREAD)
2" GALVANIZED PIPE
2" BALL VALVlE W/ COMPRESSION FITTINGS (MUELLER #110 OR EQUEL)
GATE VALVE CAN &: LID ASSEMBLY PER STD. DWG. NO. 3.1
(WITHIN SIDEWALK OR ENCASEO IN 18" x 18" , 4" CONCRETE SLAB)
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
r," ^ r>I"'\ Irl"'nou""
L.. r\uU Y LUr\ l\iu
S8MWD
rlDr rrr>\!I('r IIIITLJ
I I\L 0LI\VlvL nllll
TOR CHECK ASSEMBLY
DATE ;;Y:n" ;;l()6D
SCAlE: NONE
APPROVED
BRYDEN RCE 289 1
NOTE: SERVICE TO BE INSTALLED ONLY
AFTER CURB AND GUTTER HAVE BEEN POURED.
SIDEWALK AND PAVEMENT TO BE INSTALLED
ONLY AFTER SERVICE INSTALLATION IS
COMPLETE AND APPROVED BY SBMWD
ITEM
CD
z
o
3"'<11 @
~ww
<"-U
~g5
zwffi '3'
-~<11 ~
~oo
5o::W
O::O:J f4\
Wl..L.<C \:!J
<11 0-
0-<11
f5;2~
!;(
;t
FINISH
2 EA
2 EA
2 EA
lEA
@
@
(j)
@
@
@
(jJl
@
lEA
2 EA
lEA
2 EA
2 EA
NOTE: DIMENSIONS ARE TAKEN FROM
TOP AND BACK OF CURB
02
296
GRADE /
I
,
1-12"
SIDEWALK~~" -I
CURB ____ r---:-[ "+"
----I.. I " ~
f r----
, .,
I ,
___________~-~--( I
: 4<3,:
'-_____-'.__J
r rTOP LEVEL W/SliEWALK
~wl
7 ..... zl
:Ji
>-
t;:1
w
C-
o
a:
(L
'<t
N
I
OJ
15" RADIUS
MIN. BEND
I INSTALLED
I BY PLUMBING
CONTRACTOR
MAINTAINED
BY OWNER
15" RADIUS
MIN. BEND
I NST ALL ED
BY PIPELINE
OR SERVICE
CONTRACTOR'
MAINTAINED
BY SBMWD
DISTANCE VARIES
IRRIGATION SERVICE OF
EOUEL OR LESSER SIZE
2 I 0
QTY
DESCRIPTION
(3/4" OR I") LOCKWING BALL VALVES
(FEMALE NPT x METER COUPLING)
(JONES J 1908W OR EOUAL) ROTATE HANDLE
90' TO AVOID INTERFERENCE WITH METER CAP
(5/8"x 3/4", 3/4"x3/4", OR I "xl ") WATER
METER (PRECISION OR MULTIJET)
(MODEL PMM - REGISTER IN CUBIC FEET)
1 "x 3/4" OR l"x I" LOCKWING ANGLE VALVE
(COMPRESSION x METER COUPLING)
I "x I" BRONZE HEADER
INLET: FEMALE NATIONAL PIPE THREAD (NPT)
OUTLETS: 1" BARE COPPER PIPE
I" ADAPTOR (COMPRESSION x MALE NPT)
20" x 14" X 12" METER BOX (ARMORCAST A6001425A)
(w/ "WATER" OR "SBMWD" ON LID) OR EOUEL
I" BRASS CORPORATION STOP (COMPRESSION X
MALE NPT) MUELLER H 15025 OR EQUAL
___" METER IDLER (JUMPER) (MALE METER
COUPLING BY MALE METER COUPLING)
PADLOCK
6
4
2
5/8", 3/4" OR
1" DOMESTIC
SERVICE
PLAN VIEW
(3/4", OR I") SCHEDULE 80 PVC PIPE NIPPLE
(MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK)
1" TYPE K SOFT COPPER TUBING (SBMWD APPROVED U.S. MANUFACTURE)
TAP MAIN DIRECTLY USING SBMWD APPROVED TAPPING MACHINE OR DRILL
CLEAN 1" DIA. HOLE IN MAIN AND USE APPROVED SERVICE SAlDDLE.
. MAINTAINED BY CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD
NOTE: MINIMUM TAP AND LATERAl SIZE IS 1 INCH DIAMETER.
S.W.L.
S.W.L.
S.W.L.
S.W.L.
REVISION DATE
SCAlE: NONE
2 EA
___LF
lEA
01
99
97
97
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
5/8", 3/4" AND 1" COMBINATION
DOMESTIC AND IRRIGATION SERVICE DETAIL
APPROVED
W 1.11
DATE Ii 13 01
49004
~ 2 SOl
SERVICE DETAIL
~
SEE PLAN VIEw FOR BYPASS
LOOP FITTING INFORMATION
ITEM
(1) 8 LF
@ 2 EA
@ 4 EA
0
@ 2 EA
@ 2 EA
(]) 2 EA
@ 2 EA
@ 1 EA
@
@ EA
@ EA
~ 5 EA
14 I EA
15 1 EA
@ 1 EA
@ 2 EA
@ I EA
@ 1 EA
@ 1 EA
('\"1
..).".L...
S.W.l.
REVISION DATE
SCALE: NONE
SEE PLAN VIEw FOR BYPASS
LOOP FITTING INFORMATION
o
MAINTAINED
BY SBMWD
DOMESTIC
SERVICE
IRRIGATION
SERVICE OF
EQUAL OR
LESSER SIZE
PLAN VIEW OF SERVICES
DESCRIPTION
3" STUB-OUT FOR SERVICE CONNECTION - MATERIAL SPECIFIED BY CUSTOMER
3'x5' FIBERGLASS VAULT ARMORCAST MOD A6001436AX48SBMT TORSION ASSIST
FRAME OR EQUEL (LARGER VAULT MAY BE REQUIRED)
3" FLANGED GATE VALVE
3" STEEL PIPE
3" VICTAULlC COUPLING FROM THE WATER DEPARTMENT APPROVED LIST
2" BRASS TEST PORT WITH WHEEL VALVE AND CAP
3" WATER METER (SEE STD. DWG. WI.15 FOR APPROVED LIST)
4 "x3" CONCENTRIC REDUCER (FLG)
4" FLANGE x M.J. ADAPTER (RETAINED)
4" ClASS 150 DUCTILE IRON PIPE (RETAINED)
4" (FLG x M.J.) GATE VALVE ASSEMBLY PER SBMWD STD. NO W3.1 (RETAINED)
EPOXY COATED TAPPING SLEEVE, WELD NOZZLE,
OR MJxFLG TEE FOR _" 0.0. MAIN WITH 4" SERVICE LATERAL
8" CONCRETE BLOCK
1 1/2" SCH 40 STEEL BYPASS LOOP
I 1/2" THREADED SCH 40 STEEL UNION
I 1/2IHREADED GATE VALVIE
1 1/2" WELDED THREAD-O-LET
4 "x_" 0.1. TEE (FLGxMJ) WITH _" METER ASSEMBLY PER ABOVIE SERVICE DETAIL
1" BRASS FLUSHING PORT
4"x 90' 0.1. BEND (MJxFLG)
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
,'\'-1::. 0'0
:,>" ('OH8INATION Dm~Fql(,
AND IRRIGATION SERVICE DETAIL
6/25/96
DATE }/-5-)qqq
W 1.12
APPROVED
02 296
TYPICAL SERVlCE LATERAL LAYOUT
@
IN CUL-DE-SAC, LOCATE FIRE HYDRANT
ON Fl NEAREST TO THE BEGINING OF CURB
RADIUS NO MORE THAN 10' INTO CUL-DE-SAC
'"
=>
'"
x
-<
'"
RIGHT OF WAY
7'~ ~
BEGINING OF CURB RADIUS
RIGHT OF WAY
7'
z
"
'"
CURB FACE
NOTES:
1.) WATER MAINS SHAlL BE LOCATED
ON THE SDUTH OR WEST SIDE OF
STREET, 7' FROM CURB FACE. DEPTH
OF BURY SHAlL BE 30" FROM FINISH
SURFACE TO TOP OF PIPE.
2.) FIRE HYDRANTS TO BE LOCATED
, S" BEHIND CURB FACE AND ON
INSTAll BLUl: DOT PER sm. NO. YiS.j
1 0
K
T
0:
W
~ ~
'i
0
%
f'!
~
~
~
-
C>
'"
RIGHT OF WAY
..-
THE PROJECTION OF THE LOT LINE.
IF THE SIDE WALK IS LESS THAN
6' WIDE, THE HYDRANT MUST BE SET
BEHIND THE SIDEWAlK IN THE PARKWAY.
7'-1 ~l--
~
~
'"
TYPICAL PIPE & FIRE HYDRANT LAYOUT
DRAWING
NUMBER
SBMWD
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
APPROVED
W 2.1
S.W.L. JAN 9/
REViSION DATE
DATE ;. 2'1- <11
SCAlE: NONE
w. 'Ml.l.Wol BRYDEN RC( 2e9S1
4"
v~
CONFIG. A
CONFIGURATION
A
B
C
o
CURB FACE
02 296
.......
T
18"
2r
4"
"Q2!"
ICON
4" ..: 2j"
b
4 ,
,
2r0J2!"
ASSEMBL Y
CONFIG B
CON FIG C CONFIG. 0
(DRY BARREL)
FOR OVERHEAD POWER
DESCRIPTION
18"
~3' CLEAR I
~01
!
1 - 40 OUTLET; 1 - 2j" OUTLET
1 - 4" OUTLET; 2 - 2j" OUTLETS
2 - 4" OUTLET; 1 - 2j" OUTLET
1 - 4" OUTLET; 2 - 2j" OUTLETS (DRY BARREL)
WHEN OVERHEAD POWER EXCEEDS 600 VOLTS,
~
-~~-i
I
ol~
Jf :."
" ;'
1\ \ 'J 'co I
, , ~c""." y I
, "y:, '':''1: I
' '~'.,-.' --A
f 'j i t "i., t-.';-lc, I -;-J:'
"'1 1 -- _----j_.'.J
, ~,~,_t
i .c- I i -c:.~ ......,
I,. , - I .-
Q"'" i : - .-
Z i INSTALL COLLAR IF HYDRANT IS ' ,...'..J
S" , 'I-A
" "" ,,,,,''co '" w","m "O,,~" ~ : r:1 I
L , I~i '\j)
6>
(3)
CONFIGURATION OPTIONS
SEE SBMWD W 3,1
FOR VALVE
AND COVER
ASSEMBLY
c
fl
,.:
,!Ll
,<I
WATER MAIN .--/
NOTE: NO UNRESTRAINED JOINTS ALLOWED ON
WATER MAIN WITHIN 10' OF F,H, TEE
. IF 3' CLEAR IS NOT POSSIBLE PLACE
HYDRANT BEHIND SIDEWALK IN PARKWAY
NOTE: INSTALL BLUE DOT PAVEMENT MARKERS PER SBMWD STD. W 6,3
ITEM QTY
CD ___LF
@ lEA
(3) lEA
@ 1 EA
@ 1 EA
R.L.L. SEP 01
S.W.L. NOV 97
S.W.L. AUG 97
S.W.L. APR 97
REVISION DATE
SCALE: NONE
DESCRIPTION
6" ClASS 350 DUCTILE IRON PIPE RESTRAINED WrTH MEGALUG OR EQUAL
___" x 6" FIRE HYDRANT BURY WITH RETAINED MJ INLET AND FlANGE OUTLET,
PAlNT EXPOSED PORTION TO MATCH FIRE HYDRANT
6" FlANGED BREAKAWAY EXTENSION SPOOL. MORTAR LINED AND PAlNTED
TO MATCH FIRE HYDRANT (INCLUDE HOLLOW BREAKAWAY BOLTS),
A SBMWD AJPPROVED HYDRANT (SELECT THE AJPPROPRIATE CONFIGURATION)
USE WELD NOZZLE OR TAJPPING SLEEVE ON EXISTING MAINS, USE TEE
WrTH RESTRAINED BRANCH AND RUN ON NEW SYSTEMS.
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING I
NUMBER
SBMWD
6" FIRE HYDRANT INSTALLATION
APPROVED
W 2.2
DAlE 1/z''s/OI
. I
J
02 296
CAST IRON COVER MARKED "WATER"
MiD PAINTED BLUE \
[ALHAMBRA FOUNDRY NO 1295D6 OR EOUAL] \
b
2- SOUARE
OPERATING NUT
S" DIA. x 12" 20 GAGE
GALVANIZED SLIP SLEEVE
G
6. X 1/4" STEEL DISC,
TACK WELD TO PIPE EXTENSION
8" SCH 40 PVC PIPE
1" SLACK IRON PIPE
WATER MAlN
C1l
~ 2"X4"X1' REDWOOD BLOCK
/ [DO NOT REST ON VALVE]
ADAPT TO OPERATING
NUT ON VALVE
RETAINED M.J. OR FLANGE AS NEEDED
8" CONCRETE BLOCK
-----------
WATER DEPARTMENT APPROVED
RESILIENT SEAT GATE VALVE PER AWWA C509
150 PSI MIN PRESS RATING
EPOXY COATING ON INTERNAL SURFACES
MUELLER C509 OR EQUAL
NOTE:
CD
PROVIDE VALVE STEM EXTENSION AS SHOWN IF VALVE NUT BURY DEPTH
EXCEEDS 5.0 FEET.
@
BACKFILL VALVE WITH SAND UP TO PACKING
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
TYPICAL GATE VALVE INS IALLAIIUN
SBMwn
APPROVED
W 3.1
REVISION DATE
DATE /(~.3-13
SCALE: NONE
w. wlll\AIJ BRYDEN RCE 2898
02 296
PAVEMENT SURFACE
CAST IRON COVER MARKED "WATER"
AND PAINTED BLUE \
[ALHAMBRA FOUNDRY NO 129506 OR EOUAL] \
REVISION DATE
SCALE: NONE
.
,
-'
-
~
<!)
J
J
~8" DIA. , 12" 20 GAGE
GALVANIZED SUP SLEEVE
8" SCH 40 PVC PIPE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
TYPICAL GATE CAN INS IALLAIIUN
SB~WIO
APPROVED
w. W1lL\A.lol BRYDEN
26981
W 3.3
DATE 4./1.15
02 296
A
12" IJIN
36'" MAX
SIDEWALK
STREET ,., __
~--- ---1 >--
-Y__J
FlNISH GRADE
FLOW
-
TO CONSUMER'S
EQUIPMENT
METER
@
WATER M.AJN
INSTALL METER AND SERVICE EQUIPMENT PER
SBMWD NO. . LOCATION IS SUBJECT
TO I>PPROVI>L BY WATER QUAUTY CONTROL
@ INSTALLED AND M,AJNT,4JNED BY CONSUMER
PER CITY OF SAN -BERNAIRDINO
BUILDING AND SAFElY SPECIFlCATlONS.
@ I>PPROVlED REDUCED PRESSURE PRINCIPLE
B.ACKFLOW PREVlENnON ASSWBLY WfTH
RESIUENT SEATED SHUT-OFF VAl.VIES,
HORIZONTI>L CUEAAANCE UNE
r---------
I 12" ~
I
I
I
I TEST
I COCKS ""
L_________
----------,
12" I
I
I
I
I
TEST I
COCKS I
_________...J
NOTES
THE ASSEMBLY MUST BE INSPECTED . TESTED AND I>PPROVlED BY THE
SBMWD, IMMEDIATELY AFTER'INSTI>LLATION.
2 NO CONNECTIONS OR TEES ME PERIJITTED BETWEEN THE
METIER AND BACKFLOW PREVlENTER. STR,4JNERS WILL BE REVIEWED
ON AN INDMDUI>L BASIS.
3 PRIOR TO INSTALl.ATlON OF THE ASSEMBLY. THE WATER SERVICE
SH.AU BE FLUSHED
4 A MANIFOLD CONNECTION WfTH DUPLEX UNITS SHOULD BE INSTI>LLED
IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESS,4JRY
5 A PRESSURE REUEF VI>LVIE SHALL BE INSTI>LLED PER SEC. 1007
OF THE UNIFORM PLUMBING CODE
iJ.G.DYE
REVISION DATE
REDUCED PRESSURE rR!~~CIPL[ E3/\CI<~LO\V
DRAWING
NUMBER
SBMWO
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
lYPICAL INSTALLATION OF
SC,4JUE: NONE
APPROVED
W 4.1
w. W1UJ,A,W ERrtel RCE ~t
DATE /0-1'-1- 'iLf
02 296
A
12" MIN
36" MAX
SIDEWALK
STREET JL==~
i::---_=r__J
FINISH GRADE
FLOW
~
METER
TO CONSUMER'S
EOUIPMENT
o INSTALL METER AND SERVICE EOUIPMENT PER
SBMWD ND.___. LOCATION IS SUBJECT
TO APPROVAL BY WATER QUALITY CONTROL.
@ INSTAlLED AND MAINTAINED BY CONSUMER
PER CITY OF SAN BERNARDINO
BUILDING AND SAFETY SPECIFICATIONS.
@ APPROVED DOUBLE CHECK ASSEMBLY WITH
RESILIENT SEATED SHUT -OFF VALVES.
WATER MAIN
HORIZONTAL CLEARANCE LINE
r--------- ---------1
I .~, I
I 12" " 12" t
I 01 I- I
I ) I
I I
I TEST I / 0 TEST I
I COCKS ~;:; COCKS I
L_________ _________~
NOTES
THE ASSEMBLY 'WST BE INSPECTED , TESTED AND APPROVED BY THE
SBMWD, IMMEDIATELY AfTER INSTAlLATION.
2 NO CONNECTIONS OR TEES ARE PERMITTED BETWEEN THE
METER AND BACKFLOW PREVENTER.STRAlNERS WILL BE REVIEWED
ON AN INDIVIDUAL BASIS.
3 PRIOR TO INSTAlLATION OF THE ASSEMBLY, THE WATER SERVICE
SHALL BE FLUSHED
4 A MANIFOLD CONNECTION WITH DUPLEX UNITS SHOULD BE INSTALLED
IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESSARY
5 A PRESSURE RElIEF VALVE SHALL BE INSTALLED PER SEC. 10D7
OF THE UNIFORM PLUMBING CODE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
TYPICAL INSTALLATION OF DOUBLE
CHECK VALVE BACI<FlOW PREVENTION ASSEMBLY
APPROVED
W 4.2
REVISION DATE
~
DATE //-3- ~ Z
SCALE: NONE
02 296
HORIZONTAL CLE.ARM~CE LINE
r--------- ---------,
I N I
1 1,'2",1 ~
1 r
I if
I
I M I
INSTALLED AND INSTALLED AND I J I
MAINTAINED BY SB,\WD, MAINTAINED BY CUSTOME~ l_________~_________J
APPROVED DOUBLE CHECK
DETECTOR CHECKVALVE ASSEMBLY
o
~I
51W
(LZ
o:J
'"
(L
I
I,
I
SEE SBMWD STD. NO. W3.11
FOR GATE VALVE AND
VALVE COVER ASSEMBLY I
"
ZX
- <1:
:>::>:
N<D
-'"
FINISH GRADE
1 ,(f)
THRUST BLOCK
NOTES
CD
CITY WILL INSTALL BLIND FLANGE AT CONNECTION POINT. THE CITY'S
WATER DEPT. INSPECTOR TO BE PRESENT WHEN BLIND FLANGE IS REMOVED
AND DETECTOR CHECK VALVE ASSEMBLY IS INSTAllED.
o
COSTOMER TO SWAB CONNECTING FLANGE WITH 600 PPM
CHLORINE SOLUTION WHEN MAKING CONNECTION.
CUSTOMER TO PAINT ALL ABOVE GRADE PIPING AND DETECTOR ASSY.
G)
@
THE DETECTOR ASSY. SHALL BE INSPECTED AND TESTED IMMEDIATELY
AFTER INSTALLATION. CALL 384-5391 FOR INSPECTION.
Al.L SBMWD INSTALLED WATER LINES SHALL BE DUCTilE IRON PIPE
FOR 10" DETECTOR ASSEMBLY INSTALL 12" LATERAL AND PIPING.
@
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
4" THROUGH 10" DOUBLE CHECK
DETECTOR CHECK VALVE ASSEMBLY
DRAWING
NUMBER
SRMwn
APPROVED
W4.3
REVISION DATE
SCALE: NONE
DATE //-3- "13
w. WllllA/J BRYDEN RCE 28981
02 296
-.!L
I I
II
II Ie
II I
I I I I
FIGURE 5
MULTI-LANE STREET
WITH TURN LANE
o
FH
I
I
e[
I
I
FIGURE 1
TWO LANE STREET
FH
o
I I I FH
~ Ie L2-
II
FIGURE 3
INTERSECTION
LEGEND I ~ I I~ I L
e Reflectorized Blue d I
Dot Pavement Marker I
0
FH Fire Hydrant el 0 ---.!l
--
- Lane Divider line FH
No Turns Divider Line I I I ~ I I
Curb Line
I I I I
FIGURE 2 FIGURE 4
MULTI-LANE STREET FOUR-LANE WITH TURN
LANE AT INTERSECTION
A. TWO-WAY STREETS AND ROADS: Markers should be placed six inches from
edge of painted centerline on the side nearest the fire hydrant. If the
street has no centerline. the marker should be placed six inches from
the approximate center of the roadway on the side nearest the hydrant
(see figure 1 through 3).
B. STREETS WITH LEFT TURN LANE AT THE INTERSECTION: Markers should be
placed six inches from edge of painted white line on the .side nearest
the hydrant (see figure 4)
C. STREETS WITH CONTINUOUS TWO-WAY LEFT TURN LANE: Markers should be
placed six inches from the edge of the painted yellow barrier line on the
side nearest the fire hydrant (see figure 5).
D. CUL-DE-SAC: Marker should be 6" from the center of the Cul-De-Sac curb
radius on the side nearest the fire hydrant.
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
BLUE DOT PAVEMENT MARKERS
DRAWING
NUMBER
SBMWD
S.W.L. SEPT. 98
REVISION DATE
L. '1\1 r'>U. ,I nr r I"DR..... 1-. IT lA^ nl/l"!t"'
, \ 'I t Ir\L I-II f f\l~ I Ivl/\!\hll\iU
APPROVED
,..)
RC€ 2 981
W6.3
SCALE: NONE
SEE REVERSE FOR HYDRANT MARKING
02 296
UNRESTRNNED RUN
JOINT '-'
0 0
~i" w
~i"
~C> ~C>
t;;;;:i f-Z
"'w
w--' w--'
RESTRAINED a: a:
LEN GTH
BEND TEE DEAD END
PIPE SIZE 11 to BEND 22 to BEND 450 BEND 900 BEND TEE DEAD END
4" 2' 5' 10' 24' 7' 50'
f) 3' 7' 14' 34' 10' 70'
B" 4' 9' 18' 43' 18' 90'
10" 5' 10' 21' 52' 35' 109'
12" 6' 12' 25' 60' 53' 127'
NOTES:
1. Use the fOllowing guidelines when other pipe joints are within
1 0 feet of the joint being restrained:
a) Use the "dead end" length for connections to
any material except ductile iron and cast iron.
b) Use the "dead end" length when another pipe
joint is within 10 feet of a bend being
restrained.
c)
Use the "900 bend" length when another pipe
joint is within 10 feet of a tee being
restrained.
2. Divide restrainded length by 0.85 for silty soil.
3. This table is based on the assumption that the trench is
backfilled to a minimum depth of 2.5 feet with a silty sand
which has been lightly compacted.
4. For pipe diameters larger than 12", or for conditions other than
those described above, please refer to Ductile Iron Pipe Research
Association (DIPRA) guidelines for calculating restrained length.
5. Restrained length on tees ossumes the same size branch and
run. Tees which have branch diameters less than the diameter
of the run may require a shorter restrained length.
SAN BERNARDINO MUNICIPAl WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
~.A U 10/94
REV. 4/94
REVISION DATE
kESTRAINED JOINT DETAIL
SCAlE: NONE
APPROVED
W6.4
W.Wll..1.w.l~
....,
DATE IO-l.7-9L.{
02 296
z
:E
~..>
. .
8 2
SIDEWALK \
--T--------------~-------------
/ ,
/ ,
------- r----/ 1-------- -------- ---- ----- -----
7 I :
L________...J
FINISH GRADE OR @
FUTURE S:~=~_~ ~
....
b
'"
WATER MAIN
ITEM QTY DESCRIPTION ITEM QTY DESCRIPTION
<D _ LL 2" TYPE L HARD COPPER TUBING CD 1 EA. CAST IRON COVER MARKED
(SBMWD APPROVl:D U.S. MANUFACTURE) "WATER" AND PAINTED BLUE
[ALHA~BRA FOUNDRY NO
CD 1 EA. 2" BRONZE 129506 OR EQUAL]
CORPORATION STOP
MUELLER H15023 OR CD 1.0 LF 8" SCH ~D PVC PIPE
EOUAL
CD I EA. _" x 2" SERVICE SADDLE @ 1.5 CF CLEAN FINE SAND
OR t' WELD-ON THREAD-O-LET
<D 1 EA. THREADED PVC CAP
0 1 EA. 12"xI8"xI2" METER BOX
ARMORCAST 6001~Z5A OR EOUAL
<D 1 EA. 8" DIA..x IZ" ZO GAGE
GALVANIZED SUP SLEEVE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING
NUMBER.
,.," 1'1 'I nn"~' T!n'j AND rI 11C"111"(' nnnT SBMWD
L ,-,"LVI\II k I VI I LV-.l ii\J I UI\I
REVISION DATE W6.7
APPROVED P---- DATE 3" /- '1'1
SCALE: NONE W. WILLIAM BRYOEN
02 296
SIDEWALK
-~
3D" CD
~------
w
Z
--'
FINISH GRADE OR
~~~U_~~_ST~EET I
----------r-- -
I
L__
r
/
/
"oJ
3
CONTINUOUS UPWARD SLOPE
~
0::
I~
o
10::
D-
WATER MAIN
ITEM OTY DESCRIPTION ITEM OTY DESCRIPTION
CD I EA. SELECT ONE or THE roLLOWlNG: CD 0.3 rT~ 2,000 PSI CONCRETE
A) r OR i' AIR RELEASE (j) 1 EA. 2" GALVANIZEO OUARTER BEND
VALVE - CRISPIN PlI DA/PL20, (rEM PIPE THREAD)
APCO NO. 200A OR EQUAL
@ L.r. 2" TIPE L HARD COPPER TUBING
B) 2" AIR VACUUI./ VALVE - (SBMWD APPROVEO U.S. MANUFACTURE)
CRISPIN A20, APCO H4, ([)
OR EQUAL 1 EA. 2" BRASS COMPRESSION
QUARTER BEND
C) 2" COMBINATION AIR AND
VACUUM RELEASE VALVE - @ 1 EA. 2" BRONZE
CRISPIN UNIVERSAL AIR CORPORATION STOP
RELEASE VALVE NO. U20. I./UElLER HI5DZ3 OR
APCO NO. 145C, OR EQUAL
EQUAL
@ 1 EA. " x 2" SERVICE SADOLE
0 1.3 rT.' 3/4" POORLY GRAD EO OR 2' WELD-ON THREAD-O-LET
GRAVEL
@ 2 EA. 12"xl8"xI2' METER BOX
d) I EA. 2" BRONZE WHEEL VALVE ARMORCAST 6DDI425A OR EQUAL
CD 24 IN. 2" THREADED @ 1 EA. INSOLATOR COUPLING (COMPRESSION x
GALVANIZED IRON PIPE MALE PIPE THREAD)
<D 12 IN. 3' FLEXIBLE VINYL
SLEEVE
REVISION DATE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
1" AND t AiR KELlASE VALVES, 2"
VACUUM VALVE, AND 2" COMBINATION VALVE
APPROVED W DATE ;J-z,j;'-'1'i
W. WILLIAM BRYDEN RCE 8981
DRAWING
NUMBER
SBMWD
J.G.DYE FEB 94
W7.1
SCALE: NONE
02 296
SECTION 26
26-1 REINFORCED CONCRETE PIPE
26-1.01 GENERAL -- Reinforced concrete pipe of the specified size and D-load
shall comply with Section 207-2, "Reinforced Concrete Pipe", of the Standard
Specifications and these Special Provisions.
Installation of reinforced concrete pipe shall conform with the provisions of
Section 306, "Underground Conduit Construction", of the Standard Specifications.
Backfill placed within 1.5 feet of the finished subgrade in asphalt pavement areas
shall be compacted to a minimum relative density of95%.
Reinforced concrete pipe shall be of the D-Ioad strength shown on the Plans or
specified in the Special Provisions. The wall thickness, reinforcement and test loads for
pipe of the sizes specified shall conform to the requirements of the Standard Specifications,
Serial Designation C76-41 of the American Society for Testing Materials.
The D-load is the actual load in pounds per linear foot that the pipe will withstand
under the three-edge bearing test, without showing a crack in excess of 0.01 inch in width
and 12 inches in length, divided by the inside diameter of the pipe in feet.
All excess excavation or unsuitable material shall become the property of the
Contractor and shall be hauled away and disposed of at a site obtained by the Contractor.
26-1.02 SHORING OF EXCAVATION -- 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.
26-1,03 PERFORMANCE -- Attention is directed to the "Construction Safety
Order", "Trench Construction Safety Orders", 'Tunnel Safety Orders", and "General Safety
Orders" issued by the Division ofIndustrial 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 "Regulations" or suitable extracts therefrom and shall keep 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 excavation and those con-
cerning warning signs, lights and barricades are of particular importance.
All excavations five (5) feet or more in depth shall be braced in accordance with
the requirements of Section 306-1.1,6 of the Standard Specifications.
SP-103
02 296
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 design of shoring, bracing, sloping, or other provisions
to be made for worker protection from the hazard of caving ground during the 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 7-1004.1 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 a CAL/OSHA permit for any
excavation over five (5) feet in depth and into which persons are required to descend,
26-1.04 RESTORA nON OF ASPHALT CONCRETE n 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,
26-1.05 TEMPORARY RESURFACING n 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.
26-1.06 PERMANENT RESURFACING -- Pernlanent resurfacing shall comply
with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard
Specifications and these Special Provisions.
Permanent trench resurfacing shall be one (I) inch greater in thickness than
existing pavement and shall be feathered over existing pavement a minimum of two (2) feet
on each side of the trench or as shown on the Plans and as directed by the Engineer.
However, total thickness of the new asphalt concrete pavement shall not exceed a maximum
of four (4) inches in thickness.
Asphalt concrete pavement shall be C2-AR-4000.
A self propelled machine will not be required for any trench that is two feet or less
in width.
A prime coat and tack coat shall be applied as directed by the Engineer.
SP-104
02 296
26-1.07 PAYMENT -- The contract unit price paid per linear foot for all pipe
shall be paid for the various sizes of pipe, and shall include connecting R.C.P. into the catch
basin, and grout around per City Standard No. 416, an shall include full compensation for
excavation and constructing the various sizes of pipe including bedding and backfill, and
restoration of asphalt concrete pavement, except for imported backfill which will be paid for
as a separate item of work, and no additional compensation will be allowed therefor.
Cost of compaction testing ordered by the Engineer shall be paid for In the
following manner:
I. 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.
SP-105
02 296
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- I "Concrete Structures", and Section 20 I -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.
Reinforced steel shall be Grade 60 per ASTM A-6l5 designation.
Structure excavation and backfill shall conform to Section 300-3, "Structure Excavation and
Backfill", of the Standard Specifications.
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 dimensions of the work shown on the Plans are
revised by the Engineer. 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
detem1ined 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 CATCH BASIN -- Catch basin shall be constructed in accordance with the City's
Standard Drawing No. 405, as shown on the Plans and as directed by the Engineer.
27-1.03 LOCAL DEPRESSION -- Local depression for catch basins shall be constructed in
accordance with the City's Standard Drawing No. 407, as shown on the Plans and as directed by the
Engineer.
27-1.04 JUNCTION STRUCTURE -- Junction structure shall be constructed in accordance
with the City's Standard Drawing No, 413, as shown on the Plans and as directed by the Engineer.
27-1.05 MANHOLE NO.2 -- Manhole NO.2 shall be constructed in accordance with the
City's Standard Drawing No. 415, as shown on the Plans and as directed by the Engineer.
SP-I06
02 296
27 -1.06 PAYMENT - The contract unit price paid per each for "CATCH BASI"'"',
"LOCAL DEPRESSION", "JUNCTURE STRUCTURE" and "MANHOLE", shall include full
compensation for structure excavation, structure backfill, and furnishing and placing all steel reinforcing,
miscellaneous iron and steel including metal frames and covers, and for doing all the work involved in
constructing all of the above, complete in place, as shown on the Plans and as directed by the Engineer,
and no additional compensation shall be allowed therefor.
SP-107
02 296
SECTION 29
29-1 SHORING OF EXCA V A TION
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 oflndustrial Safety of the State of California, Department oflndustrial Relations and to any and
all other applicable laws ordinances, or regulations to which the Contractor is required by law to
conforn1. 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- I. 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 a 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 lump sum contract price paid for "SHORING" of 'TRENCH
EXCA V A TION", shall be deemed to include all cost relating to all work described hereinbefore, and no
additional compensation will be allowed therefor.
SP-108
02 296
SECTION 33
33-1 SEWER PIPE
33-1.01 GENERAL n Sewer pipe, of the sizes shown on the Plans, shall comply with Section
207-7, "Asbestos Cement Pressure Pipe", Section 207-16, "ABS Composite Pipe", Section 207-17,
"Polyvinyl Chloride Plastic Pipe", Section 207-15, "ABS Solid Wall Pipe", and Section 207-8,
"Vitrified Clay Pipe", of the Standard Specifications and these Special Provisions.
ABS Composite Pipe (Truss Pipe), ABS Solid Wall and PVC Pipe shall have a standard
diameter ratio (SDR) of 26 or less.
33-1.02 INSTALLATION n Sewer pipe of the sizes shown on the Plans shall be installed in
accordance with manufacturers recommendation and with Section 306, "Underground Conduit
Construction", of the Standard Specification.
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 pavement and other
materials or obstructions of any nature that would interfere with the excavation of the work.
All removed asphalt, concrete and other unsuitable materials shall become the property of 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 Specification.
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.
Bedding material shall conform to the requirements of Section 306-1.2.1.
Bedding" of the Standard Specifications.
33-1.03 PAYMENT - The contract unit price paid per linear foot "SEWER MAIN" and
"SEWER LATERAL".shall include connecting to existing or new manholes, modifications to
manholes required and shall include full compensation for excavation, and constructing the various sizes
of sewer pipe including bedding, backfill, and testing.
SP-109
02 296
Cost of 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.
SP ~ II 0
02 296
SECTION 34
34-1 MANHOLES
34-1.01 GENERAL -- Manholes shall be pre-cast concrete and shall conform with City
Standard Drawing No.=s 300 and 301 respectively. Frames and covers shall confom1 with City
Standard Drawing No. 304.
Precast manholes shall be coated on the inside with Hunt=s Process Black No. 120 or
approved equal. The coating shall be applied before the manhole is installed in place.
Frames and covers shall be adjusted to grade, after completion of the restoration of the
asphalt concrete pavement.
34-1.02 PAYMENT -- Payment for manholes, including frame and covers, and extra
depth as required to form a complete installation, shall be made at the contract unit price per
each for "MANHOLE", of the type noted on the Plans and directed by the Engineer, complete
in place, and no additional compensation will be allowed therefor.
Payment for adjusting frames and covers to grade shall be considered as included in the
contract unit price paid for the manholes, and no additional compensation will be allowed
therefor.
SP-lll
02 296
SECTION 36
36-1 ADJUSTMENTS TO GRADE
36-1.01 GENERAL ~ Where shown or required, existing valve and manhole covers and
other designated items shall be adjusted to final pavement grade, in accordance with these
specifications and/or the facility owner.
36-1.02 ADJUSTING MANHOLE FRAMES AND COVERS AND VALVE COVERS
TO GRADE n Adjusting manhole and valve covers to grade after completion of paving shall be in
accordance with subsection 301-1.6, "Adjustment of Manhole Frame and Cover Sets to Grade", of
the Standard Specifications and these Special Provisions.
36-1.03 ADJUSTING MONITORING WELLS TO GRADE
Monitoring welles) consist of a two-inch or four-inch Schedule 40 PVC pipe casing extending
above ground surface with a traffic-suitable cover. Adjustment to grade shall consist of lowering or
extending the PVC casing with Schedule 40 PVC, with connection by means of a non-glued, coupling,
and resetting the cover to finish grade.
Owner(s) of the monitoring welles) shall be given five days notice prior to any disturbance or
work on the well. All work of adjusting to grade shall be subject to approval of the well owner.
36-1.04 PAYMENT n The contract unit price paid for "ADJUST" existing MANHOLE
COVER to Grade", shall include full compensation for doing all the work involved in adjusting
existing manhole frames and covers, valve covers, and other specified facilities to grade, and repair
of street cuts as directed by the Engineer, and no additional or separate compensation will be
allowed therefor.
SP-1l2
02 296
SECTION 50
50-1 REMOVAL AND RESTORATION OF EXISTING
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, sidewalks, walls,
fences, sprinkler systems, lawns, shrubs, trees, and traffic signs 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 20 feet of curb, gutter or curb and gutter shall be
removed and replaced regardless of how short a length is damaged. One end of said 10-
foot section may be taken at a joint or scoring line and the other end shall be measured the
minimum distance of 10 feet therefrom. If said 10 feet falls within 3 feet of a joint or
scoring line, then the removal shall extend to said joint of scoring line.
2. Concrete sidewalk shall be removed in its entirety between scoring lines or between
scoring line and joint. Prior to removal, scoring lines shall be sawcut.
3. If a concrete driveway is damaged and is a single monolithic structure, it shall be removed
in its entirety and replaced.
4. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be set off
from the sidewalk by a sawcut along the edge of the sidewalk. The driveway shall then be
removed in its entirety and replaced.
5. If the stored signs and fences are damaged during the construction, they shall be restored
or replaced to a condition equal or better than the existing.
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.
SP-1l3
APPENDIX A
GEOTECHNICAL INVESTIGATION
BORING LOCATIONS
AND
TEST RESULTS
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BORING LOCATION MAP
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02 296
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.1,
f -'I,
aure wood rive treet mprovements
San Bernardino, California
For John Egan and Associates, Inc.
DATE: January 14, 2002
SCALE: No Scale
CAL-WEST Consultants
Exhibit
Number:
1
Job Number: 161.021
Consulting Engineers
02 296
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,
~ I
~
V
I 2
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"': ~,
2 t- oo -
- - - oc '"
I
i! i
I
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Z
c:i3 ~, ~, i t-
I
I i
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"
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I I
c I Ie
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e e I": ~, e
I~ "':" ";, I~ I" 'C " ,
~, ~, ~, e ~, I
!~ '" "': 1-;: '" "': I
I'~!
I~ I~
1-'1-
~ ,~
1- ,_
I
't-I
,
r-r;
,-'-
'e:
! 0:
Exhibit
~umber:
DATE,
SCALE,
Job :\umber:
CAL-WEST Consultants
Consulting Engineers
Q2 2.96
ASTM C-136 CA TEST 217
DATE BORING DEPTH PERCENT PASSING INDIVIDUAL SIEVES SAND EQUIVALENT
SAMPLED NUMBER (IN FEET) 3/8" #4 #8 #16 #30 #50 #100 #200 BULK SAMPLE
12/14/01 BH-1 2.5 - 3.0 3
12/14/01 BH-1 4.5 - 5.0
12/14/01 BH-2 2.0 - 2.5 100 99 98 96 93 84 69 56 3
12/14/01 BH-2 4.5 - 5.0
12/14/01 BH-3 2.0 - 2.5 7
12/14/01 BH-3 4.5 - 5.0
* * * * * * * * * * * * * * *
ASTM D-4318
DATE BORING DEPTH PERCENT LIQUID PLASTICITY CLASSIFICATION
SAMPLED NUMBER (IN FEET) MOISTURE LIMIT INDEX AAS.H.T.O. UNIFIED
l 12/14/01 BH-1 2.5 - 3.0 17.3
-
12/14/01 BH-1 4.5 - 5.0 15.7
,
I 12/14/01 BH-2 2.0 - 2.5 18.6 25 8 A-4(4) CL
I 12/14/01 BH-2 4.5 - 5.0 11.4
I
, 12/14/01 BH-3 2.0 - 2.5 8.4
I 12/14/01 BH-3 4.5 - 5.0 2.5
I
I SUMMARY OF LABORATORY TESTING
Laurelwood Drive Street Improvements Exhibit
San Bernardino. California
I For John Eean and Associates. Inc. Number: 2
DATE: January 14, 2002 I SCALE: None I Job Number: 161.021
I CAL-WEST Consultants Consulting Engineers
02 296
r
CA TEST 301
MOISTURE MOISTURE
CONTENT EXUDATION DRY EXPANSION
BORING DEPTH SPECIMEN COMPACTION PRESSURE DENSITY PRESSURE ST ABILOMETER
NUMBER (IN FEET) NUMBER (PERCENT) (PSI) (PCF) (PSF) R-VALUE
I BH-2 3.5 - 5.0 A 18.5 313 107.4 0 0
B 17.3 362 110.1 0 1
\ C 16.3 476 112.1 0 3
l -
I R-VALUE AT EQUILIBRIUM
I R-VALUE TRAFFIC INDEX
Assigned 5 4.0+
I
I
I
I
I SUMMARY OF LABORATORY TESTING
Laurelwood Drive Street Improvements Exhibit
San Bernardino, California Number: 3
I For John EEaD and Associates. Inc.
DATE: January 14, 2002 I SCALE: None I Job Number: 161.021
I CAL-WEST Consultants Consulting Engineers
APPENDIX B
STANDARD DRAWINGS
.~.u. ..oTU'
.!?~
CUllI.' CO~l.*O 3><AU. I[
-.->'to ~1roll"LY OH ALL POKO
SLll~AceS PIlIOll TO ~"'APOllA 1011
O~ SUll~AC~ .....TEA.
/8#
zi"
-
~
[X~A"SIO" JOlNTS AT ENO
IlfTURNS . STRUCTURES VI
PLA.NE JOINT3 [\lEFlY 10 FT.
OR A' 1~'TRUCTED.
,..? .d. S,-OPE i:J8 '\ c:,
-4 R:~"
..
c
TYPE "B" P.C.C. CURB 8 GUTTER
Z!#i"
18-
zi"
!?:~ -
4
1:/8
-3
R:}-
';.
q ,
,
-il
-;
'"
TYPE "c" PC.C, CURB 8 GUTTER
(LOCAL STREETS WHEN APPROVED BY THE ENGINEER)
24
\
"
..L
\. R.:/Z"
-b" ~ ~ .
~
fro. .. .;.
. ,
0.OCl7 Cv. YD.
PER .t../N- ~r.
TYPICAL SECTION
ROLLED CURB
IONL Y FOR SPECIAL APPLlCATlONS AS
APPROVED BY THE CITY ENGINEER)
02 296
!#"
lOOn
cc..cnr[, "UST II AT LIAI-T
5.5 tACIt IlIX (SZO-C- ZSOOI
,l}jO HOLe 2~O 1'.5.1. 1"'1
21 DAY$.
~..
.'2'4
'"
O.O~ 7 CU yo.
P~R ,iJN. FT_
,
"
'''"
~
" ..
"
'"
,
',",
~ 0.05/ ct..t.. Yo.
PER LhV. ~r:
/01"
dk' &,"
y
,'t"':4.
,qAT-
i 0.03/ eel YO.
I . '-, ' I ~!"<: P,FRU,v F7'.
I ' 111
iLidJ
TYPE "A"
P. C.C. CURB
c'~r' f, r Jr', /, r, ~--\ I
..,; If""u;;.....Mi\~
CiTY UP SAi~ 8Ei\ARDli~O- PLi3,-iC'y'y'ORKS DEPT. I Ar)f";~CV::::'
TYPICAL SECTION-
P. C.C. CURB B GUTTER
t-/i....y ;:;> 719HZ
No.
200
02 296
/'ERkfI55A8LE
ALTERNATIVE
~r<~RT
~~~~O
I ?/,t/ j
/6'
C<'iRBF-4CEMAY
VARY ACCORD/,(/6
TD PLAN
;. ~'
ECR
- - - ---:;;1
/ I~
~O/ [\i
9' ~
I
I
/.6'
8'COIVCRETE
rA
,FLOW L /A/e -::::::2-
EXPANSiON JOIN T
LA E'yPA#:5101J JOINT
5TRAIGHT GRADE
FLOW O/Re~rlO,I./
/6'
PLAN. OF CROSS GUTTER
~.
K'8
FILL WITII ASPIIALTIC
JOINT SEALER
.sLC......~ $"
"
5TEET TROWEL FlN/5/1
,
" n:
EXPANSION JOINT
NOTE: STRAI6/1T qRAlJE
o:TWEE;\I Bel? '5 MAY
3: ",'c TERED ON EA'CE55/VE
GRADES
/'--11--
---., f---;"
8' CONCRETE
SECTION "A-A"
3&"
/~.
18"
12',-.2'
<1
~
'\"
"
3 .
R';r
, I
0;).
I
1
90'
~.O'TZ C(/ ro.
,PER L1k'. Fr
,
3611 P.C.C. CROSS GUTTER
(LOCAL STREETS WHEN APPROVED BY THE ENGINEER)
.c~!TY OF SAN 8ERN^.RDINO- PUBLIC WORKS DEPT. /IPPPOVED.
3611 a 7211 CROSS GUTTER May 27
ST.."'ND,^.RD .
1982 No.
201
CITY ENGINEER
/
~I.:t""'"
n~ .Mild
02 296
..
VARIES
(p'
/'1
$(J,PE ;:/~-r:
I
LTY,PIC4J. .itJCilTltJA/
~r'.MI..c.I. t/TIUTY TRffIVCII
W6tlKENffO .PL4A/t: JtJlNT
CASE ';4"
'pRffrffRRffO SlOfJVAi.t' .iOCATI()A/
VARIES
~,P/! r. ~r
,/)()..S& aRAVEL a,. A, t.
."/fDIIItJ/7&O IN 11I1.s AREA
~ 't/N06STR/t'iffP
MOTll
,,"N.&v.
!J} N HIN. '-t:.(
.J!PEJVAJ.K
CASE '"8-
/"fAy"e U,gEO: I.) WHEN rKOA/iA6E 1$ .t.ES$ rhUN laO' ANO &lI"fE
.sEC1"ION E.Jl'IST.s o-v 60ift 'sIOE,g Or .lOT.
-.'.) ,I'"()R I"IEANOt!'RIA/6 $IO~/tVAkK.s,
I
-"1
I
-~
GENERAL NOTES:
6tl1r. ~ I
41~N.u.K
_0"1>46.0
~/DIAI_
I)CONCKETE ""-AU -Nf)-('.,r.NKJ
L.) WEAA'lNID h.ANE JDNT.I ", I'MTCN
i:U.t'I J4/NT A.I tMP6t:rI>>IY
71111. /1NtI1N1U1&'.
!T.) C'uRIAAS aw'!'l:){A\lO 4#"""- ~
$~YI1D QNt~LY DN AU.
EXms~O 4IV~MCI.I ~ TO 71IE
EII'A~N C' .kYiC'MCI 414T6,r,
..e6 ''<<11
TYPICAL SIOEJ../ALK.
TRANSITION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPRQVED STD. NO.
<I/o. ., ,1983
SIDEWALK LOCATION ~ 202
02 296
PARKWAY WIDTH
I'fJ'MAJ(.
9.25' IIIN.
h. PROPERTY
4/0'
liNE
l
.
"
'LOPE Y.t. / PT.
IIAIlOICAP 'z O_N __SITE DRIVEWAY
.V-MaI
.t~.I" lUX.
: 'tJllfl9"o::'"
}f< " EAr .JO;,t
SECTION A-A
(FOR PARKWAYS 14' OR LESS)
PAJrKWAY WIDTH
GIC4A rEIe T'J/AN /'fJ'
,
S.Z5 ~/AI.
.l/,c'
IIAV'16AP
11'-"'''
t~"lFT. )/All.
_O~EIlTY LIIIE
..
\g'
<::: " t:<1M""~D F/~
SLOPE Nor n:> ,,,t:I!/U? /0%
I
I LQJI ~fl"6 _IVIEWAY
.1IIl~~ -
J1t ~E?" Jo,;,t
~
,~
....
~oPE f/.;.'/Fr.
---
---
'..~
SECTION A - A
(FOR PARKWAYS GREATER THAN 14')
NOTES:
1. SCORING LINES SHALL BE EQUALLY SPACED AT 10' O.C. MAXIMUM. THEY SHAll. BE 3/4"
DEEP AND SHALL BE PLACED PRIOR TO LOSS OF FREE WATER.
2. THE 4' -W I DE HANOI CAP BY -PASS SHALL .BE FREE OF OBSTRUCT IONS AND SHALL SLOPE NO MORE
THAN 1/4" FER FOOT.
3. DRIVeWAY APPROACH SHALL BE CONCRETE 520-C-2500'UNLESS OTHERWISE APPROVED BY THE
CITY ENGINEER.
4. IN INDUSTRIAL OR COH~ERCIAL AREAS WHERE THE REQUIRtMENT ~UR SIDEWALK HAS BEEN
WAIVED, THE 4'-WIDE RANDICAP BY-PASS SHALL BE DELETED.
5. TYPE II APPROACH SHALL BE USED TO FACILITATE INGRESS/EGRESS ON HIGH SPEED/HIGH
VOLUME STREETS (35 MPH OR GREATER) WHERE DIRECTED BY THE CITY ENGINEER.
COMMERCIAL DRIVEWAY APPROAC H
"... STANDARD
NO. 204
SHEET 2
OF2
CITY OF SAN BERNARDINO/PUBLIC WORKS DEPARTMENT
'U~~ HII.HT
CURl (TnICA~)
CITY OF SAN BERNARDINO / PUBLIC WORKS DEPARTMENT
CURB FACE X Y
8 II 2.S1 2.e'
10" 3.0' 2.0'
AttWAN&WJe/I'/t;
..$I&W~~_ ~
...
--- ~ -
,
,
...
....
I
).1
~t
li~
~:~
L
~'E~.JI
CURl 'ACI
'ULL HEIIHT CURl
( TTPICA~)
Y )(
CURB FACE
x
Y
8"
1.0'
2.5'
10" 3.0' 1.0'
MEAA/_NJJ~~....
.5I--W"'~_t. ......
...
-------- - -
...
....
....-
).
~
~
h
o
COMMERCIAL
02 296
TYPE I
PLAN
ONSITE
I--
I
DRIVE
AISLE
f
ll.
~
~~
'l~ A
,~ ~ --'Y-~~E q.
_~ . I ~'E"f'J#.
_1'--:1 --r- -~~---=lr-
I " t I
~~<K/""" I II
,,"'u t I '
I (T""')! I ~ ~ I
- I .. I 0; ~
I
f Al6A"DEIeIA/~
5/DEWA..1<.
G "p.c.c. _- -- w..-E,ffE
..... ..- D<<!J/Ie.!J
./
--
--- -
-
~
----7' - - -
.-
y.,.' -"P..N.
IX'ITI.. OR PRO'OSED
tlDEWAL II
A ---1
W
24' IIIN. 38' MAX.
! X' Y
I I
IXIITI.. OR PROPOIID
CURl A.D 'UTTER
TYPE II
PLAN
ONSITE
DRIVE AISLE
I .
, I
'"
...
~ ~
~~
, 'Il
_ MUII~IeIA/G-
~" I~_ -=;~V~
Rc.c. _
.-
.-
.-
- ---"'1 ----- ----
'~~_II_ ___L__
~...t -"
~I --
I
I
~,~ I
.,!< A1~
~/t:4S .~"
o&'5'"Jt.
~. .~.Jt.
I-L... ko,e//IIG
~NEt t
J (ryp.j
t
f- R/~ ~
I .
IXIITIR. OR 'RO'OIID
I'IIWALII
3'
A ---1
W
24' MIN. 3S' MAX.
I'
3' X
EXIITI" 01 'Ro,onD
CURl AID 'UTTIR
DRIVEWAY APPROACH
" .8 STANDARD
NO. 204
IHUT I
0' I
~ a'\ APPROX 3/4" FOR BORDER!'
1 1:---L1 \, 1/2' ON RAMP IN
~ HERRINGBONE PATTERN
El'~"'" ,
I' .' . . ..
1/4'
GROOVE DETAIL
CURB
HEIGHT
6"
8"
"LI# "X"
7' 4'
10' S'
02
.". .
LIP DETAIL
Z%
SEE NOTES /) & 7
CURB
FACE
A SINGLE CROSSWALK CORNER
'"
...J
.q
,.
'"
'"
o
a:
u
CROSSWALK
A TWO CROSSWALK CORNER
NO TES
I. CONSTRUCT OF P.C.C. IN ACCORDANCE WITH THE LATEST ED/T/ON OF THE STANDARD SPECIFICATION
FOR PUBLIC WORKS CONSTRUCT ION.
Z. THICKNESS TO BE SAME AS SIDEWALK.
J. THIS RAMP IS TO BE USED ONL Y A T THE CENTER OF A CURB RETURN. WHICH IS THE PREFERED
LOCATION. OTHER DESIGNS ARE TO BE APPROVED BY THE CITY ENGINEER.
4. FOR CURB HEIGHTS OTHER THAN THE ONES SHOWN. L&X SHALL BE CALCULATED USING THE MAX.
SLOPE SHOWN.
~. TYPICAL DE~'GNAT/ON ON IMPROVEMENT PLAN,
:ONST. H.R. PER STD ZO~. L=_. X=_
6. WHEN RAMP /S LOCATED IN CENTER OF CURB RETURN. IT SHALL BE GROOVED IN A HERRINGBONE
I'ATTDUt WITH 1/4" G~OOVn APPROlClMATIL Y I 1/2' O.C. SEE GROOVING DETAIL. GROOVES SHOULD
BE ALIGNED PARALLEL TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE
CROSSWALK.
7. WHERE ONL Y ONE CROSSWALK EXISTS / GROOVES SHALL BE UNIDIRECTIONAL.
HAND I CAPPED
RAMP
STANDARD NO.
/TY OF SAN .ERHARD/NO PUBLIC WORKS DEP
205
02 296
TYPE II All MANHOLE
TYPE II 811 MANHOLE
CUTJ.ET
TYPE lIell MANHOLE
TYPE 11011 MANHOLE
TYPE IIEII MANHOLE
CITY OF SAN BERNARDINO PUBLIC WORKS DE~RTMENT
STANDARD MANHOLE
FLOW CHANNELS
APPROVED
'Ii/II ,1983
~~rvE
DWG. NO.
300
NOTes:
1)Hr!M:5r ~/"""ratrd (XY}(!~ m6nlh:>le.5 !Jh6Il
ct:J/1t<'0/Yn fr> rhe "/,,Plia61>le ~f"Ilr~m_r.s ",,c A.S.TM.
.",..!: A).s/Jat'/ k,<it!!$tY"-'''i>rAA, 5,11.0, N-LO
10-'11Y '
8)~re~ !J11611 h. a:>m~1y wbr6t&1, ,
~nfrf.u.!.I(y Sf'Un or '",~alut"'clllly r."n,Ptrd,
C)one f'~ aone-m>d-~.,. -.,;11 nt:tf /,., "l1t:~pted.
J!.) lOr $If.Ibd/v/:5I'On ;vorl::., m611M/e.s .j:'r"",,4S r covers ~ b~ can-
8frue"i'__ G" bele", ",,"fe,1 4Tre"" :JrMe.$ b,JI _;ver
<!!tOn~r.P~t"I"9 C'(VJrn!lcTl:>r '7'D ae:Vu.-r ~rBYd:5 "a:J~r,:5
1'D o;t"I'ICil!JI ,!/rilde ~-Jer p.t'v1n9'
's.) M_holes shall be ~fecl rnSit:le{indild,".! m6nhDl",
rid", clJ8nnels (.JrtNle rt~s) lVifh #vI1fJ ,PnJt:'ess 81.ii/IC.C
No. /'zo-F,,,r"'" H1sr,//.>'?<>n,
4.) M;;,11c1e ;vllhJr S'bf'4 .shII// De 11>0$1'"8//-' "'ifir
P.I/.C"A.8..!J. "r,4,C'.P' 1",;.-_.
!J)J.lkn " """,,1Jc/e ,s 61dd,..4ed" )f" c""'""r """t"l!Jr
'f"rt,,,,led SMcx:rff> r4t<lsh IS "0 be ,.,I.",e-l 111 AeN ";'"nnel
~1Iv'. titled no'/'e" c.c1U~h ~r,/J ..,.,k
n.t. .,0 h""r
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT.
~
'=
~
~
~
~
~
~
~l
~
~ ~,...
10: .,"l'.{ .:.
;;!" ..'
il ~ '..
'" ':;/ '.. Z:O
~
~~
" ''''
:!l"'\
~~'"
;,~tl
~""~
~~
02 296
r+8
LOCATION OF I'-1ANI-IOLE
COVER
A
j
48
BASE PLAN
(/ I
' ~"T#ICKNe5~qH5Vr
: ., '~/:-7s-' ./.s' """TAR .A:JlAlr AliZ4T.t-Y
. {.r., . ".' 5T.f'1/I1J: r /l')//ffEO: 0,(
, -, "'"
:',.: '. ...,' ,'. . "I ,PJf'eRJR#El? MI-P-
. '. ~
",' ._, ,4/7PEl? RE,4PY n:>
t/SG nA5T1~ J41NT
S/?ALlNI$ ClJMffXlAJo
(' ff/HEte.
JOINT DETAIL
.5'rE~L.~
~&!!J~e
~~T
/'?ANHOLE NATE/? 5TOP
"
#4</M:l<:.E
. :
....
",."
~ A
t
,
~Io\
". ~~
, ;::
z' ~~
~
Ct1N~r.ET.E fA'.44t-
J/WCkM'$ 6~-~-SZS"
MDRX/EOON' UNO/Sr-
(/l?/JED NAT/lI.," ~R
CLASS EA.l3 Ie
#-VATER $T.1JP
WATER !JTOP PLACEMENT
APPROIIED'
.;:-/t;;
~ ~crJt-
DIR. OF PlBLIC WORKS/CITY EN91NEER
STANDARD
NO.
....
.',
. .~
BEeT/ON t3-8
4-"-
I.D.
.'
PRECAST REINFORCED CONe.
- .
, STD. 48 1.0. MANHOLE
:'.
'; "'IN'.
" .
'. ....~
. : ~~
~. ~
',:. HW./5/!E,voT1!!"~
,',
'\.
.
,. .
.
r"~#. 0.0. .= () P.".r I
MAc/HtU...c A!I~&$ +- ~u -
,gECT/ON
A-A
,1983
301
.R....I R......~sed tf'rO-?4f:1..-' NoD.
A
L
~DO 00.0
^<()~\}\JOOOOO, ~~
0~&QODuVa~
6h~Z600D~~~~
gBadb~~&b~OO<6~O
o8o[jol)(;\S ~oaOgg
D800Q~'2JeOOODO
~Q~~~d7LlDb~8Q~8
~~&Og6Q\O~8a
Qd?~aGooDQ~<:<>0
'00B800?J:J\)<:::>
ToP !/JE!/Y
'/
I !711'tIr Q'pe17/l?f I
~ ~""""""~""""";:Y""" "" ~J
S.EC7JtJJV A':'A"
M-=nhc::./es sh=l/ k C=~05fr(Jcled t:;;'''
belc=>w rin/shed 9r"C7de lAr'/->en sfrr:=.ef
/snr. ,?r='V'"ed
02 296
1rf.4W{O~E COYU? ~ FR,qME
RE~I./JIUD D/MEIVSIO#S
CliM OYEKJL/
oPU!,v. BJSE
HEIGHT ).Pf.;aXI1/417
'l'E1G!(T .
221/'
33~"
6"
4SO
A
~
.J1jc!J -.IE s,
J. Manhole COYer shall ~e rlesi'l/?'
edfbIIUI.$.H.O. ;(-/<O I
loaa'/I7q" I
;?. Casf /roll shall hare J7fi17'mod11
tensile strenqlli 01' 30,0001/;51
per 5fuare IAdl_
I
I
I
i
M..,.,nho/es sholl be C~nSlr(/Ck:d,1
'Ie> 9rad<: when /n ~"""'e.d sfrec.r
or unS4Jrf'aced eQsernenj ,
,1"S,,~~-/~,1 ,I/-=/~"
, I
'" Po<=. c.
"
I
..o/]?T ST/15ET
)
.PA!/ELJ STJ?E-ET 9f/ E EN/.N h
_ $,[ CrJ tJ.Nu Y;/f?V. .FJ?--"J./Yjg _ _ ~jJ~!;lf/;krJ~cZ:'(:?./r!:-!J,L!!!1 $Z!!{!A7J~.;IJ
CITY OF SAN BERlIllRtJIIIO - PUBLIC WOI2J.','O DEPT.
ST4IVLJ,4/?f) DRAW/lYe;
Mll/llflOLE COVER .4/1/.0 F.R4/rfE
.4PPROYED ;
AUf/us! R9, /9" 7
~ -Z ~~
CITY E~ //YEER
~TANDAI?D
/YO.
301- .
02 296
&'11.:3 WYE V~.er.A W~r/l/'1~ ~/Q,.~"(!e("aTC't!ld~ ';/;~t:l.Irb f ?t.
V~riable
r.
3- ZC:83
V.rillb\e
or p ropo~ed
mill">
Curb L,'ne
Properh)
l.lne 'L~
"r7,-
, ,
,. ,
, 'l-
lc
P1U9
45"
\..Sfd. WL)e or Tee, or ~td,
Cuf in connection
as ;approved
PLA~
Plaee 'I."."'" (Mln)
"Urker at end of
..en Ii hr.t
.C
i
'-'
.
u
, r \urr.ee or S.rreer
LVI'." LeH<<r "5" m.r~ecl
,'n f .e<< or curb ~
f ~/////1 .
,
..... ~:=II//~
'=; i 1
J
-fr~
IJI/~:""=~::
-
v~;/
. .'
'"
~+
"5 ~ tJ
~ Q. c
-Gll'-
- L J
"to..
r.-
.!:
~
~
..
E",'~+,n'l or proposed
wcter mb.t;' - ,
e bj J \ I
c:..-~~~n.
iril
.,~,./~
.c
~
'.s
....
-<
'",
r
\ Slape ur .f OZ';'
~ An~le "."abll! to clear ...,~in
M:I)l, 4';. PreFerrsd ~Oo J \5.Mlf""l,
~ftf
MIn. Slope up; z Yo
(~ \.lore. I )
E LE VAT lOt--)
I'JOTE e,:
J ~vver 1;;lh:~ra.15 shbll I,<'!l.ve obo m'ln;rnum s.lopc or z~ e><ccpT 06-:' o-rhe.r-......ise.
s~c:....t:'c..,l"j noted on ~ pl6ns.
Z P1u9S C.hbll be C'C!!l"T"'lenled I"n with ceme:nr mor-+~'l"'", or shbll be. f"\~?,,-e.ne
5f-c::~ppe, 0,.. d,pl"='r-e........e.d ~u_r.
~ In no CA.c;...e 6h.11 b toter-"" I connect -+0 t~ se.,......er- lTl2ll'n dt.-ecHy on top of ft--e pipe
4 Wher-e .b 'pt.&r-wd6r-d "cut in Wl.Je" or- Tee is used I it shobll be sur-r-ounde.d """itn
boo or Porf-Iand Cernc::nt Co.hcrete.
5 L~ter-..Is e.h..U end ...t +"'" pr-operty I"ne unless oiherw,'se ""+,,,d On the pI......"',
G Wner-e c:\eb....bnc.e j~ te'i05 t-hbn 1.', D.. stcndord Concn:~re Encc'Soerrc:nt sh~\1 ~ lnst.e..Ue.d
.for- 0. dist.!l.nce of" 5'..0"0,"" a'di-,e,. sicb of t~ w.ter l'T\bin,
REV~ A'<W:!':'_<[tMa'~:"'~~~ ~:.:..~~/ ?i:~ <U..J
CIT'( o. .,AIIl e..lt t.)A"tl I III 0 ,PUl:>L1C WOI2<S5 DE-PT.
SEWErz LATEIZAl-
~OIZMAL. CUT
AFP~~eo
;;;"-1 ,l9u
Qr2/<t;~
CoITY ~"'GINlltl!:e
.4~ 11'.'~
.-...-------..,--.. -,
STANDARD
~..
.... -'
_~.:. ~:J_~e?__~~!e C
..30~
02 296
1/// W !)' w ~
'fI'\ 1\\
iii ~
/fll. ~~
\\" /
e -
uu" -
~~r ~
~'I\\
~
///.'1
""I
11///
= "'T~e~CH
//I/f
Io.4EIo<JUIZt!'MSWTJ' AQ.
,,"I ,.... &100 MA1:Oe 4T TOp
m IlIil~"'/= ~" PIPI!" /
F'20M
Sc>1 L-
. !
w 0' w
(MOW.
I J
.
&ELOW
HAN'O 5HAt='E"O Fczc:,"'1
G lZ.A"-'L..''-Atz t:!>e.'OD/~G, I'-1A-re~IAL
~OTE
J-J OT e::
:fl
4/-z
- W ~ e" .....~",..."..., c;;' ...,...,....."" ,...O~ 1'11"'10: ::lIA,....IE'TIC'1L4 ~'
.......-zo UW~Ct.-.
- WHE,U "T'1tE~ WIZlTHo; ....~E: G;lZ.&'AT'!!'lZ:: TW.- ,,__. TWIE
CITY Ef"/60IWII:IIC, MAY UQultZl!: '..fTA,U....T.OIol OF CO"C1Z~
c:.c...~ .~I"'c1J.
RE.V. I Rev..3,.,i &'fo"do..-J NoD :p.
l:IT'I" OF <;AfoI 8EIZNAIU)INCl . PUl!>LIC WOl2...,S DePT.
-r-r'P'JCA'" BE.t)O'~~ f
T~E.WC~ WtDT"'~
,AtJIT AlZY ~EWEIZ5 ~ STOeM 1)eAl~,
.sTANDARD
NO.
30fD
CITY E"''"''''E.1!1l
,~Dowe.J
I ~3@ 6*o_c.
...lnc/'or~
-.
<-'
-1-
...
)1
~)r-I--I-~ I--I--J-~~{~~ :--..-Rad
: l.--!- + IT --, t..,i-'OOW~:
~I-li +~!::
i~~u +lEr@'"<
-;-- -t; + :-Anchor
I' I
--- '
I.' 1
jl-r += !
5j~-- I :
--~ pl=~=~ A
: )J
:it
~'
A I
lL
....Anchcr
HALF PLAN
5YMMHR"AL ABOUT A-A
STEEL LIST
ALL STEEL REINF"ORCING ."'3 BARoS
, '"
.. I ,... 1 31 t .~
." ~ ~ ~ '" Ol~ '{i <- ~I " "I ~
~ ~ ~ ~ ~ ~ '-
r ~ ~' () ~ 0 ,1 '" g I"
~l~!~ ;< 0' 0 ...,'
~ ~ ;< ~ .' c 'll o! ~ \\:jl~
~: " ~.~:':::: ~ ., ~ , ~
"- '\'" ~ " ~ < v, " I~i~
~1. , ~ lc!~ .' i\; '" .0 ~
"l :!) t i\i ~ <- ... .::
-I..... 0 ;t " u ,I(
~i ~ ~ ~ (! ~ ~ ~ ~ " '" ~ ~ \( , ,,':!
~ ! u ".. "i; 0'-
" 0 0 t:) 01 t:) () .a . . ~ ~ <- Il:: i
" III lQ III <ll III III III III Q 't ~ <>.:
W 3 2 28 6 0 0 J 0 0 .. s ~ ,': I ~
2/ J 2 Z 0 6 0 0 J 0 .;- 7 ~ ~ I ~
0 ~ ~
26' J 56 0 0 6 0 0 J 4 9 . r
2 <n '" "
8"
I' i
-rn "3bor n
L\~- ~rJj
DETAIL OF DOWE L
CITY OF SAN BERNARDINO-PUBLIc. v.o12~5 DEPl
CATCH BASIN
NO. 3
[)tJ.,.,~/..
;~.,;"
\Oi '
i-
I
r...:
-,
I
:4-
.r-- :,
\Di "~
,+-
~I 4
.L-
@
.3
Rev.Z.
Re,
NO.
02 296
Monho/~ rrom~ and Co..,er (Oo/:,/.) per
Alhambra No. 1531 or oppro",~d ~9uo!
AnchQr ';' IJ~Rcd.--: ,'~ roc~ An9/e
...
<f
::.
,(lOQ,hUJ
.'t "I?o(fi/J.$_~
~'Z.Ste'P. S~~N::Jtt:~ '. "
"
I '-,~r!J(e.;t,on 801"
J~= IVcte,J
J"Rod.-,
.slope to Outlet from all
Jlr~ctlon.
- -
--
~-
:-~."
..
,.
,""'
.
~t
" :"."y""
.
.;.:,-
JuIJ9ratle opt'DflQIIV,th contractor
SECTION A-A
NOTES
Conn~ctj"n pipt!sond outlet p'-pes moybe placed
in any position around the. woll~.
CurllaltJr~ ofth~ "P and $idewa/13 a/gutter
,;pening 3holl oe formed h':J curved lorms.
l;jm~n"'tJns t. 6- /f v,s 4'.O-orle3~
/. 8" If V ,'s b<tw~en ';'-0" <t 8'-0"
t . /0" if V ....5 8~O- or /110r~
V = 4 ".0" u,;/e"~ otherWise ,Specified
W'I" '-O'vnless atherwlst! .specified
,:"/ oar of b03k7 ~hoIl b~ 'r".~/ed to 0 hard Jmooth
~urfor:e C1l7d shclls/ope from o/ld;.~c"'Ons to
tht!!. ot-dlet,
J!onno/es shol/ be ~/cc~d akmg the back wall n~ar
outlet.
O"tlel p'p" snaIl b~ Ir.'mm~o' 10 hnol.s/Jape and
length b~;orc concr~t~ /.5 povr~d.
rrc/edi"n 80r Jlloll b~ Insta/led when Curb face
9r"ot~r than 10;' .see OWJ No. 41/,
-5upporfs' S~< Dwg No. 4/0.
St~p.5: II V 1.$ 3'.6" or/~ss,non~ r~'ltJirt~d. If V,':'
,)"-6# to 4 '_OR, place on~.$t~p 12 "above rlDor. If
V is more than 4".0", ploc~ s/ep~ 17" apart
w/th lop ~t~p 6"' b~/QW top of COII~r sleD.
SurIClr:~ of 01/ c:xposed concr~le shall conform
In slope, C;rodt:> , c%r, ((rllsh, Clt7<1.scoring to
~.rtst"'n9 or proposed curD ana SIdewalk
Qdjoc~nt te t/"")(~ oos'n.
@PIC// d: r/o~r -,/~c/ reinforcIng
se~ DW3_ No 408.
Curb face.s o/catch hos,nopel1'''Ys .shallbethat
af e,m t,;'9 curb plws 4 .. or os cthywis.. sAo"m.
~Vis/!d No1'-:
R~y';sed /IIoft:$
R~I"I'~1'r:1' .s!r,~d tV::'
HiC.'vi.siQN
-f'-AJ.;N
/I~ .
~,.. v.,s
0.1.
APPROVED
(-9 1'372
,--. . ~
-- ~IT~~lGrN{~R~-
STANDARD
NO.
405
N.:J. li'r..,isio^,
Rt-Y. I K,V/JM Slo",dO'
~.v<td
.t:>.,.~
02 296
"
i<J
(}
61
--r
.1
'"
'u
.
~
"
Anchor
\1
:\
I, :;
II II
I, \1
\! II
i' ,
\: i
Ii \
, I
I !
,
I ,
I
1
\
~I
-;;.,
t'
el
\
if
II
I
I'
'.
"
r- -- I
~ /,-
~ I 1
J -,---,--
~ 1-++- 'I'
W-'
, 1 h...
I~-
T74~'\
tl r~-'=-
m, L__
~~ Iy.:'
: II ~t'1'"'9
....~~1~
A~ I:
iT!
: 1 I
I -+-;--
14-
I ~ L___
~M~O~
~ ~
".-
c~
o .
; ~
'?~
'... 0
\
'l4
I.
I'
~.
I
",.
~ ...
.4
'1 h or">O I C"lt'lc:hor b"lt- in
f"C'"Cl~ to be. p\Oc.ed h-e.rc.
I"
"I . . '.'b,.
\ f i :. ~'~ .. ~.~"
\ ~ .~ I ~ v:.,..,.( ',:;.'i
I ~ . 01 ~ ~ ','
il "2 .: ",;, .E'~ '7 '1',
\' & ! ~~ '<:I'~I
: ~ I g-l '.. ':--'. 'I~:".'I
;Vi
I . .,.. .bi
~'" ;;. '-: :....! ::.,~. 2~:,;;,t.:J
SEr.:TlO~ e,-e
4~
I
'0 I
" In f
rn
u~ fO'l~'! ~~
I II
I I! '!!l I I
t
I
J-,
F'L:~""
. /-.., fo. t..ce onqie see &ree\ h.t
y. Rod'~M_ 'Q ~"p."r..ctio~bo,--,~~
~ e"" . (s..~~.cFooqt7ioplaneoF}
I' -r . _ _t - e.u-b Jill....'" ."..ol"''j M .~
:~. """"". I ,,,;, -1.. -;:
.,u. .-10~, '" , ---,- 'il
!.~ 1 ~ 1
." I ::oi t
hr--j.! ~.12ociius::a: ') '_..L _ .
, . . 6-1 ' . l"rx;;nor ~
~:..>, ---~ 1 Sr".,dord Fro..., :i.~. bol~ 't
" . :. Anchor "I and Gl"'Cltinq ....ih 1
~....:;,. bolt CO an~r- bolts ,<:.b ~
1- 10" ,
I Full weld-....
~r
.J-
OE-TAl L OF A NCHO~
,'.\;" C.c. fo" T !>as;o
'l"G"c.c..for 10'o.sio
< P,"
rlM"jO<f; bar 1~.
J . ,-11]i
DETAIL OFDOIo,ELt..
III
III
"
c:
,
.
~
'+
;;
I
-b-
UJ
,
+.
,{:
':,'r,
..I,'.c;"
STe:E:L L.IST
r. '.
"'2 c ~
f D 111 .2}
o I eo.."'C J!.
i ,~~:!.JJ.
< ~ f L:
jO. 0..2
~ ~,L
:'-~'-"i
4"$.\!J~'"
...
Ii
!
e'.()' 0 4
0 11'-0" 4
0 IO-C> 4
',,'
-"<-
.r ',-:
'.r' .
. ...y.
~
'. :~~~
'11'7' I~ 'Z 0 0
W"O. 17 0 ~ 0
W'I~' 'ZO 0 0 "<
_n_' .._.__,________
-l-
&oJ
-~bqro~f optiDnal
Wlh-. t_Qf"l+n::ac;ta~
________J
SECT10I'-J
A-A
CJTY OF ~~N ~ERNAAOI"10' pue.~tC WORISS DE"PT.
BA51~
4
STANDARD
No,
.4PPrtOYEO
~- r , l~S
-:. __r-:;;z ! .-/Y./'
CITY ENLiI/JEER.
CATC~
~~,
40~
02 296
'-- V.o!:~oh~_-i /(
r _~_.__.1:. I;'~~:;_ - __----l
,_ H :: ,
CF. I: : ,.: :,-Pomtx I,.CF
~:....---~--~--'-:~-=..::-=-=-=---,..-=-=~ .. ---;~- - '-
-ii;';,--- --.slr-Gr---,i,.....-:~f~~~c~s.....~ ~
-, \\C,-1 ,jr~ (lote _)-~~._._~ ~- .1
Kl! ,,,",0, ,ot.. Gr"~O'S~- -L,'nc '-PomIM 'Il~
1:0: \(05'(0'9"' ldge : G I
i'" L,..;:.. 3'rQ,'nIGr(]deOr.s~,.,ote"(- ...nu.:....
See note "bO/W L.. L!~:.r\.r~e'nole'b-
H
::-:_-_~ ,"~oundoff
~ 'r'
,,~ ..' ',e.....JI l - _.J
" :":." I
:, w :
'...... ~
PLAN
SECTION H-H
L-
Top of C'-'rb .. 7 ---,
Normol_Gu..!~u _LJne..1fl_ _ __ _ -111 ~ _ _ .
lE:L... Cede!] 8Q.5.i~ Variable:'
, Opening
NOTES
ELEVATION
TYPE I
o. Locol D~pre'33ion .shah be Type I
unle3' elherwi.se 4pec.ii/edan 9~nero'
pion.
S E/evalions 01 Outer co,-ner$ (,me
of o,,;,side edge, ex/ended) Shown oJn
gener(J! plan. /1 no e/etl~'lims '-'rc
spec,lled, the "~fereQ9~ 01[,,;;.:11
Depr~.s$ion .shall conro.~m 1:1 fmJ:,hco:1'
,Str~t! t 'surface.
= Om"
/
I FI.... SIr. Or. "?'
;-.-- \\(.;{u(.
l' ~ 10,,'
I ..
,~i .
Ll/.-
See: No'e-h-..:"i;,s-l
. 6'
~ i"- 'l
: I I CF
I L._____ __ ______.
1
r-.E.~~
, ,
,"..:..f; ~
. ,
___ __~.F.. _ un _ _u ' :
F ow
d W = 4- f~c::.f unJe~$ :J/;-I::i;'."II~e .:ipe:.:.I.::d
L = 6
F = 3 f~ef whet' 0 CiJro foce i:; ~hOWf1
LJI po/'n! "X-, otherwist! F= K
K:; 5 I~et unle33 olheiwi3e specdiM
A = Area of Locol Depr~S5ion.
e. A curb foce shown on the generlJi
plan /e3J than .>-( distonce bel,::",y
;'Q:jtn sholl be oppl,ea' at poinl
"X" with F: .3 f~e/.
r Sp~cio/ dclail~ governing fhe
consfruction 01 Ih/s L.ocol Dep.~2",.
0.7 Y~rf"ol curve shoI'Vr) ..;n 9~nc.-o;
pion.
9 (' = Y~aO p....', of 28 dCJ!f~'
--:T >,
'-i I
'. 'I ,
I -.~->-L-L
~ '.See NiJ/e"b"
PLAN
Top of C~C':._.~
-- - -- - no ill' , -- --. - m::- -- u_
I IrlCaichB_o,ln' IZ"!
r-- I =Fen.ng I
ELEVATION
TY PE 2
R.V! I Rc:"vlu.,( cJ'/Q~d~ N"
No. Ile visio'l
....G.. ....
A i-.",~e:I
.
.te
CITY OF SAN BERNARDINO'PUI)L1C WO~~ DE1lT
LOCA L
DEPRESSIONS
APPROVED
(., -. q 1912
I
\---: '-J I (/~Vo' L.
ENGINEER
._~
CITY
.sTANDARD
NO.
407
TOP SLAB STaL 02
J{ '8"= ';". O. or 1_"",,,,, opplicobl_ CB. d....9. 29 6
If 'B" is gr,ol_r Ihan 4'-0'
special des ignis re9uired
I
r ~~!ll [C'NG!iI V FRONT WALL REAR WALL END WALL FLOOR
OF OF T -STEEL STEEl STEfL STEEL
"> l C" C8 JfOt"1Z Veri florl/. Vert h'Ortz. V~rl. ~:~"',
J 2"C1~or - ~ J.sto 7' to 4' 6" ~.J€>6. '~6' '.).." ~'" 6" ".J",~" "'>>6" ...."e:> 6'"
~ 1- -7 j.~fo 7' 4'108' ~" "4@11" "'.!.IOI?" '41<>" ....!.(OII" ~.!.,"Ir 1-'4"'1<'" ~""?"
/J
t j - " - ~ H/or' BIoI?' 10" "4[0>10' "4"'10' """'10" ""-"'10" "/..::JiC" '4G>/(J" "'4<<>10"
Z~Cleor 14' 104' 6" ".3@6" "';@'" "'3'" I> ~@6" "3.. 6' "J",6" ~",6'
J LJJ 14' 4'toB' CJ" '~II" '4"'12" r<1.~/r "'~/!' "'46 ;r "'""", I!' "'4~/r
_ :...,J. .
~~-~-. 14' 6,/0/0' 10" '4.,/J" "Lr.JIZ' '.4r.>IO" '4[0>10" "4<"'10 '%",m" ""4",,10"
U,e ~'olir:1f 10 \. ; I ---.".- ~.<; 1 II.' 1010/Z' 10" L<;:6" '"4>/Z" "4",10" '4@lcr "'4€>JO "4€,f()' "'4@10"
in V~;/ ",hen ~ ;
p05itlOt"l of ,~ SECTION WALL AND FLOOR 5TE EL
/n/el (J..,d oulM
r~L1;rcs it. ror W ~ 14' or It~5
See Schedule to right
-..
,,; ,
,,' vl~:~'~
, "'
"' t1 ~~o-
~ " "
~, ~ ~;~lt ,~
-.: , ' ,
~' ~'~-r +- =t:~.:La +-4 "
. 2" C/eor ~ ~ - Bar.< t ' ~
OJ v
-Lr,." L 1:,+1 4f . .~
~ 1=!=-:3-' : . '
'1 "~-~ ".".: 0'
+--t-:-~~ti+ ,,>"
,
,:,;:,
~7- +- +a:- " 0
, _l'~Cfeorl
U1ll 8~~~_~____~ I I 80," C4J <;)lQ
FLOOR
~ 11-"" ]
ll.1. ~ I- '"'0 Dlc. ~
-'-'1 I y ll~ ~;:; V rRONT WALL RtARWALL IJO WALl nOOR
.3"Cleor. :' y OF T .sTEfL S7EE L :J7EEl ~THL
US~ valiey to' ",,- rB. 'W; J/OR/Z AAR' rl flARS , h'olt/,Z. '"'...., T"IE 8MS
~C> JlO~/L v v,!,ltr:
inYl!rf Nhr:.n pas. "JeW"1 '#3@12" P"~/d" '0- #4~ 2'4.
d,on of mlet and 104' 6" "3~?~' :#'4@Z.r." #',t@C.4" -0
"'~
ol..lf/~l rcquin:s il. ~ 5' 8" "3Ii!ZO" " " I - " kJ@I4" ~'- "
-~ 6' "3@/2'" "'.3P/O'~' " , 00
SECTION " , " lO' "
"J@8~l"i , '-
-": 7' " 1=1.'" 17" " " " " -." "
For W go:aler thon ".3e6\''z'': ....o!'24" 0_
14' S~~ Sch,dul_ ta I.. 8' 10' "';@I)" " " 1".3@//." ~ 0 .
-~ oQ
#J@7Yz.1 "',J@//' '- '-
right 9' 10' ~4@/5" " , $4 (?20" -... "
0 '1;@I<,1 0,,-
-t 10' " '4PJ/r - " , " ~o "
:':@II~'I~.s@lC" .~
0, II' " 'S€JI5" " " "41?1r " <:Cl "
NOTES: te' 10" "6@1l5" ".I..,""" ""'@9" !"6o!'zr ""3@IZ" "4@/~" ~~/I" <3.., ""'''2"--
I Walll- floor s/~ei r~/t7fo,-clno show,? hereon .sholl be used w;;h Cofch8a!5,n Owas.
2, Far Cafch Basin Mo, I, T'~ G" for all V depths, ~
a
Rev.Z ~evi.seo' IVofes ,/,,~,,7'
fie" I R~...~:.U'cT Sr-Q..,co...(7' No .~
No, I?ev/~;." _ .____ ._.~../"o\l'.d "Pale I
..-..--.- ---"--- ._--"-"- --.-.-
CITY OF SAN BERNARDINOPUElL1C WOQI)S DEPT
CATCH BASIN
REINFORCEMENT
APPROVED
r~-q ,)972-
~ .;l.Jr::J'J~'
CITY Ef'.GINEER
STANDARD
NO,
408._
02 296
~,
4'- 6"
4'- 0"
-j
. J"
~
PLAN
LOCATION OF ANCHORS ON L1~6"J(3r)C.3rllr ANGLE
.L ,. ,~"
'5' " 05" "S. "S"
II II II
I
II II II 11
PLAN
"L " No. of Anchors '5'
8'-0' ..3 ..3'-9N
15'-0' .5 3'-7~'
c2'-O N 7 3'- 7"
i'9'-0. 9 ..3'-6 ~.
LOCATION OF ANCHORS ON 3f-31"-1" ANGLES OVER
4'.6"'N LENGTH
/0"
~'2" ill x (j"( I~nglh oflt:rwddJ,dectrical/y
w~/d~d studs, Ndson H4-F shear
connector or eql/OI, @ .30" max.
" o. c. Locate. end anchors .
~ as .shown above. ~
, -
.i"
4 Fillet Weld al/around----,
"
10'
.
"'l
I
i" ? steel bar -,'
DETAIL OF ANCHOR
ALTERNATE ANCHORAGE '*
NOTES
I, All angles sholl be galvanized.
Z. ... If alf<:rnate anchorage is used,
number of anchors indicalc hereon
Jhall be increased accordingl!f.
CITY OF SAN BERNARDINO
PUtlLIC WOI2.~<:' D"'PAr.<TM""""'"
DETAIL OF ANGLE & ANCHOR
FOR CATCH BASINS
#0.
APPROVED
'c - '7 1972
"r ~). ,~ l .v!.v"
CITY ENGINEfR
.sTANDARD
NO,
40'
Top of Colch z."
basin
.
.01
'-
:Ji
u!
.A, ..
, 4
r
III
ul
0'
lJ...
,
. ,
/~ hOle -_.'
in angle
j
Proteclion-''" -.
bor
'. .
...~ . , . ...
SECTION SHOWING
SUPPORT IN PLACE
C.F. C.F. "B"
10'
II" 17" I"
12" 18" I"
13" 19' Z'
14" 20" 3'
15" 21" 4'
16" 22" 5"
NOTES
One sflrrup for protecf,.on when
curb face (C.F.) is mort: fhan
10" and no/ more Ihan 16 ";
When curb face is mort: than
/6" and no/more than c2",
second stirrup 6" be/ow firsf
stirrup as shown.
CITY OF SAN BERNARDINO -PU&LIC wou.",s tll<PT
DETAIL OF BOLT SUPPORT
FOR CATCH BASINS
02 296.
co
.
<\I
=..
~
<<)
.
~
(l)
,
>Adjustoble Stirrup
I
,
I
I
l' ,.-70 for curb faces
- from /O"to 16"
40 forcurh faces
over/5"
LL
U
\I
~
I-~
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::t
l:
"
::::~
"t"
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u
l('?
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, Steel
,
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e\IC I ~ "Jet!
No. ,R"V'-VCw
.
A 'P'0Ved'
APPROVED
~~1~
--...."" .
CITY GINEER
STANDARD
NO.
4/0
t'.
02 296
Flollen anchor sufficient /0
./ I
./" 5" t, \
~ '..\
\\
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\, '
Coup"/Inr; 10 hi snug over enftre lenglh"l,l '?
1.3J., of non -Iaper eo sid pipe Ihread) '.
Vorioole
5"
. Drill and la~ for '" x ~" brass
soc.kef sef scr~JII .
cenfer~d on Ihe coupJ'n9
DETAIL OF ANCHOR
f
Af
,~:"j.
0'
>,'
"X ,. Lt~n th
a
SECTION A- A
.t
NOTES:
I. All bors sholfbe 'Ji."C;o/v. holro/ledsleel
p'er A.:J.TM. De$ignohnn A. 7. SOT.
[jorleng!l,s sho//lJolerceed 2/', em,;:!"
sho//be cullofiftnlie/d, when hi
{~ o",~r c/', pro/eeliD/} bor.sno//con.5i",1
of two or /77Dre 'sec!JiJn3 dependin9 upon It!nglh
<,t bo~in. Locotion of special supporl bor~
and oddilionol bras.5 .s"ck~/.sel.scr~Jr' sholl
b~ delt"rmint!c by th~ Cn9in~er.
"w"
, .....,;~J J'~..,.,cIq...,:t" No.
No. ,('......'.:1/0."
CllV Of l!.A~ ~EU~"lZllllJO
05' 1010'
10' to /,5'
105' 1020'
20' /025'
5' 10.30'
"W"
"X" Len th
"x" Length
'. ~
./)
/, '
, /
/fI."
a
~
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pro'~clion har ~
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bar. II
'"
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............",. ...',
. '-:~'~~~:~1~:.
NIlM ER 0
BOlT NIIMBER OF
SUPPORTS X'LENGTHS
1 i!
2 ~
3 ..
4 5
5 6
SECTION SHOWING
ANCHOR LOCATION
_@._AT CB. WALL
~~, ~
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- ~~' \r:;:~:
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" A. ,~ : Iu," /0" 22"
Pue.1..\C. WCCl."",S '%JEPT.
PQ.OTECT 9~ ~AQ
CATCH BASINS
APPROVED
I. ,- 4
STANDARD
NO.
....11
, rl972
( ~.' ;:J, "'A ...J..........J
CITY ENGIHEC:R
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CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED _iJ2_,: t:; - 8.2_ STANDARD
I BARRICADE- DE:TA'L-l-&~~~ 50.51
..
,
S.L. I..UJoIENS
TYPE
A 0
B 9500
C \6000
o 22000
E 2.~500
LAMP
(WATTS)
o
100
150
-200
250
'"
"
!.
W
30"
02
? 9 C)
UNINAJRE
(G.E.>
11(-150
M-150
III -150
M - 400A
Irrl- 400A
HElaHT(~) r
POLE F T INA1R
23 26
23 26
28 30
28 30
28 30
ACCEPTABLE POLES
AMERON CENTRE ON
lel-23F6 M80-7 .AP6
lel-23F6 MBO-7 -APt
lCI.2BF6 Meo-e.S-AP6
lei-28Ft MBO.B.~-AP6
lel-28F6 MBC-8.S-APS
n
6'
LUIIl\HAIRE' 0,[ /rol"leO/400A CUTOFF, WITH ".E. RECEPTACL.E,140V AC I WITH H.P.S.....
LA~F> (G. E. - L.WeALOX 1. P.E. CONTRO.. - FlSHER PIEIlCE MODEL fil5GO B (IO~. !I~ \lAC ,.
IIALAST SHALL IE REGUL,UOR TYPE.
MAST ARM' SHALL BE COMPATIBLE ,*,ITH POI..[ TENON AND CONFORM TO AST'" 4120 FOR
GALV. STEEL PIPE OR 150/53 - 16 FOR AL.UM. PIPE.
POL.E'
I. SHALL ElE OCTA()ONAL, Sy......ETIlICALLy U""fR[O. ""ECAST I I"IUSTJlEUED CO,..CHTE I NATURAL GRAY WITH
IU.CI( AND WHITE AlUREOATE, WITH ANllOIU.FF1TI SURFACE, METAL WAY It USED UNOl" SPECtAL
Cl"CUWSTANCtS.
2. SHALL. It I~SE MOUNTED, Dl"tCT IURIAL. NOT AL.LOWED.
3. HANOHOL.E 'HAL.L FACE CURl.
04. 'HA.L.L IE "LUM', "'AX. VARIANCE 0.0''''f1.
~. LOCATION I TO l"OLE CENTER)- 2' fltON CURB FACE. ~' FROIll lell. " FRO" FIRE HYDR"'NT CENTER,
4' FROM DRIVEWAY EDGE AND OTHER OISTRUC1'IOHS.
6. ..ROVIDE 4' CLEAR SIDEWALK WIDTH FRON POLE EoaE.
7.IOLT CIRCLE DrAhlETIER' IZ 1/2" A"'E"OH, II IIZ"CENT"ECON.
'.IoIATERIALS SHALL. IE FROM 'A.ME t.lANUFACTURER ALONO S......E STREET.
FUSEHOL.OER TRON HEX C240VOLT CIRCUIll WITH 'AF
fV~E, IUSSIIIAN IIIFO. 01\1. OR [OUAL.. fUSE. SHALL
IE lIIJoTED AT fl\lE TIMES ....LLAST LINE ClJlltJlltHT,
CPE" IUS,IIIAH IULLETlN ,FHolll.
11
~
o
"
~I
al
-
2'
:..:c:.:tI':~:..
". ~..
.....:LI.
,,"PLY 3 L.AYERS 1M co, ELEC, TA"E NO. 23 ,Ul0
3 LAY[RS OF TAn HO. II OR [QUAI. ~ l~:
I "_leAL 4 _L.1 . i \"%
IZ" NO.' &*G. PIGTAIL. - If IE.II:\lICE DIRECT '1 I~ lli~~::
f"ON UTILITY co. NO"LOX "EOUIREO 'OR ~: ~- ,\
DI$IM1LAlIl M[TALS. . ~,- ~
..
FUSE HOLDER DETAIL
CAP
DETAIL
FOUNDATION' I, ".C.C. O&O-1:-1Z00 PER SEC. :ZOr STD. '''ECS. fOR ,.. W. CON ST.
:Z.AJolCHOR IOLTS 1- 1315" I." C041 ,.EIII ASTIIl 022!t.
C!TY 0F S!'.~! B~RN^.RDI/\IO PlIBI.IC WOl'WC:: DEPT. ,tlPPROVm_~:JS-- ~~_ STANDARD
NO.
STREET
LIGHT
STANDARD
~%~~~
DfR CTOR OF PUBLIC W S I
CITY ENGINEER.
SL-I
02 296
48"
&'7 1/4"
I
,..---
,
,
,
,
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~
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0 '"
;: "'
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"
SIDE >- "'
PULL ... '"
::;
SECTION ;:
"
&'6"
I 'I
BROOKS NO.3 1/2 PULLBOX, OR APPROVED
EQUAL. COVER TO BE INSCRIBED
WITH "STREET LIGHTING"
/-
( '\
I I
, /
z
i
'"
'"
..
CONDUIT
DO NOT PLACE IN DRIVEWAY OR ROAQ-
WAY, 3' MIN. FROM FIRE HYDRANT.
SPACE EQUALLY ON RUNS NOT TO
EXCEED 200'.
"'
"
"
~
'.
PULLBOX
DETAIL
z
i
'"
'"
~-T'
-L
'~=~rl
PADMOUNT MOUNTING SLEEVE
..
'"
P.C.C. 560-0-3250, PER SEC.
201 STD. SPECS. FOR P,W. CONST.
2" MIN. CONDUIT TO UTIUTY
SERVICE.
INSTALL 5/8".. 8' BLACKBURN COPPER
CLAD, OR EQUAL ,GROUND CLAMP AND
-NO. e AWO BARE COPPER SOLID
BONDING CONDUCTOR FOR GROUNDING
OF PEDESTAL
I 1/2" MIN. CONDUIT
(LOAD LINE)
24"
SERVICE PEDESTAL DETAIL
-NOTES:
&
I. SERVICE PEDESTAL SHALL BE MYERS ELECTRIC PRODUCTS MEUGQ ~MIOOC/SS OR EQUAL,
2. CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE ON 120.240 VOLT SERVICE AND SHALL BE APPROVED BY UNDERWRITERS
LABORATORY.
3. CABINET SHALL BE BONDED TO CONDUIT WITH COPPER GROUND WIRE EQUIVALENT TO NO.6 A.W.G.
4. PULLBOX SHALL BE INSTALLED NEXT TO BASE WITH I 1/2" CONDUIT MINIUM.
5. CONDUITS SHALL EXTEND INTO CABINET 1" ABOVE FLOOR AND HAVE APPROVED CONDUIT BUSHING.
6. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY FOR 120.240 VOLT SERVICE AND SHALL BE RESPONSIBLE
FOR ANY CHARGES BY THE UTILITY FOR ANY WORK.
7. PULLBOXES SHALL BE PLACED ON ONCOMING TRAFFIC SIDE OF POLES. TOP TO BE FLUSH WITH ADJACENT GRADE.
KNOCK OUT OPENING TO BE SEALED WITH GROUT AFTER CONDUIT INSTAllATION.
LU P40efjrAt...v~ I O~""'M./Jla..v$
NO. REVISION
'-II-
APPROVED DATE
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED ~-IS- s,c
STREET LIGHT SERVICE PEDESTAL
AND
PULLBOX
DETAILS
STANDARD
NO.
SL-2
02 296
c~
R z-x z-x R
t I j
SEE NOTE 2
>-
< ~l ;1 ~l
;<
'" _ SEE NOTE 2
'" ~l
<
"-
CURB FACE X '200 mm X
(,'J
C~ SEE TABLE 2
X FOR X VALUE
<
"
SEE TABLE 1 "
'"
TYPE 1
CURe F' ACE
I
1
J"~
+ ~o
,,<-
f:'. b7
'::<}'2~' ~+ .
<'y
"-
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OJ
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~x
>-1(
~I \
~I \
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<(' ;
"-'
1
BCR
CASE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
SEE TABLE 2
Fe!:;> x VALUE
x.
<,
~I
Nt
CuR2
TYPE 2
CURB RAMP
B
STANDARD PLAN
METRIC
111-2
SHEEH OF 10
02 296
SEE NOTE 2
E DL
x E,",
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'" 0
,. ~
>( "
N ~
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a. -<(
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/ SEE DETAIL "A", "S', "C OR "0"
X 1..--- SEE NOTE 3
,
(
JD
x
"
:>
"
N
5% MAX.
~POINT A
..~
.. ~,
X=,200 mm (4') WHEN
ADJACENT TO A
PLANTING AREA
RE-GRADE AS NEEDED
(PARKWAY EARTHWORK)
USE CURS FACE
AT POINT A
TO OETER....,NE
X VALUE IN
TABLE 2
CURS rACE
CURS
TYPE 1
SEE NOTE 2 3
J .. ~ L JD
..;., D
--
X E E
" E Ez
:> 005, 5? MAX
" 00
N 1 ~ a.
POINT A
....1..,
....9~..q
......(
CURS FACE CURB
TY?E 2
SEE DETAIL "A", "B", "C OR "0"
USE CURS FACE
AT POINT A
TO DETER....,NE
X VALUE IN
TABLE 2
ROUNDED EDGE
ALLEy OR RQADwA Y
X
5~ VAX
EXISTING 5/W
:-----..:
8. JJ% MAX
A'-O CURB
SECTION D-D
CASE D
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CURB RAMP
STANDARD PLAN
METRIC
111 - 2
SHEET 6 OF 10
STD. PLAN A20A
02 296
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212
AGREEMENT
02 296
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this .)61),. day of Ser~Ll"-
2002, between the City of San Bernardino (hereinafter "City"), and
MlltIeh CGfpOration (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, Contractor agrees with the City, at
Contractor's own proper cost and expense in the Special Provisions to be furnished by the City,
necessary to complete in good workmanlike and substantial manner the
LAURELWOOD DRIVE REALIGNMENT
BETWEEN TIPPECANOE AND ORCHARD DRIVE
(PHASE I)
in strict conformity with Plans and Special Provisions No 10373, each of the Public Works bidding
addendum issued by the City prior to July 25, 2002, the Bid Documents submitted by the
Contractor to the City on July 25, 2002, and also in accordance with Standard Specifications for
Public Works Construction, 2002 Edition, on file in the Office of the City Engineer, Public Works
Division, Department of Development Services City of San Bernardino, all of which Plans and
Special Provisions, addendum, Bid Documents of the Contractor 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 Contractor's
submitted 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 account of
race, color, creed, religion, sex, marital status, national origin, 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.
Note: Text above appearing in ita/icswas inserted per advice of legal council on August 14, 2001, with written approval of Contractor.
02 296
AGREEMENT:
LAURELWOOD DRIVE REALIGNMENT BETWEEN
TIPPECANOE AVENUE AND ORCHARD DRIVE (PHASE I)
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 present have hereunto set their hands the
year and date first above written.
CONTRACTOR
CITY OF SAN BERNARDINO
Name of Firm: MIltttm ~
~1j~'
BY:
ti[i~'
ALLES, Mayor
f San Bernardino
BY: Eugene BoisvlII't
TITLE:
VIce Pl.sidInt
ATTEST:
MAILING ADDRESS:
MATICH CORPORATION
P.O. BOX 50,000
SAN BERNARDINO, CA 92412
~~Ji:~
PHONE NO.:~ ;,)$"- 9/0U
APPROVED AS TO FORM
AND LEGAL CONTENT:
BY:
\~,k
...s p..."r... o''',Se I
02296
PERFORMANCE BOND
KNOW ALL BY THESE PRESENTS, That we, Matich Corporation
Bond 3SE 086 202 00
(hereinafter called the Principal), as Principal, and American Manufacturers Mutual Insurance Companv , a corporation
duly organized under the laws of the State of Illinois (hereinafter called the Surety), as Surety, are held and firmly
bound unto City of San Bernardino
, (hereinafter called the Obligee),
in the sum of Eight Hundred Fifty Six Thousand Six Hundred Fifty Eight and 00/100 - - - - - - - - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - ($ 856,658.00 ) Dollars, for the payment of which sum well and truly
to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
Signed and sealed this
24th
day of
September
2002
WHEREAS, said Principal has entered into a written Contract with said Obligee, dated
for Laurelwood Drive Realignment between Tippecanoe and Orchard Drive (Phase I)
in accordance with the terms and conditions of said Contract, which is hereby referred to and made a part hereof as if fully set forth
herein:
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That ifthe above bounden Principal shall well and truly
keep, do and perform each and every, all and singular, the matters and things in said contract set forth and specified to be by said
Principal kept, done and performed, at the times and in the manner in said contract specified, or shall pay over, make good and
reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or default on the part
of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect.
NO SUIT, ACTION OR PROCEEDING by the Obligee to recover on this bond shall be sustained unless the same be commenced
within two (2) years following the date on which Principal ceased work on said Contract.
Matich Corporation ~ kr
By ~;
E BoIsvert Ylce Presldent
Principal
American Manufacturers Mutual Insurance
"
By C. nz'.'7"",c ~e:--::CI/.,,-:>.t-/
" z:.::.....:
Jarte Kepner Attorney-in-Fact
S-0757/GEEF 10/99
02 296
CALIPORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907
State of California
County of Orange
On
before me, Alexis H. Bryan, Notary Public
NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC"
DATE
personally appeared
Jane Kepner
NAME(S) OF SIGNER{S)
~ personally known to me - OR - D 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 he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed the instrument
~ ALEXIS H BRYAN
:< ~1~ N~~:~r~~~~,~ ~ ~~~,~~~n~a ~
~ \~~ Oraqge County
~;- M'JComm Expires Jun 1 2005
WITNESS my hand and official seal.
(~L' \-t, ~~l0
':h SIGNATURE 0 OTARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF ATTACHED DOCUMENT
D INDIVIDUAL
D CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
D PARTNER(S)
~
D
D
D
TITLE(S)
D LIMITED
D GENERAL
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
NUMBER OF PAGES
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY{IES)
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
S4067fGEEF 2/98
@1993NATIONALNOTARY ASSOCIATION. 8236 RemmetAve., P.O. Box 7184' Canoga Park, CA 91309-7184
'02 296
BOND 3SE 076 202 00
CONTRACT BOND. CALIFORNIA
PAYMENT BOND
KNOW ALL BY THESE PRESENTS, That we, Matich Corporation
and the American Manufacturers Mutual Insurance Co. , a corporation organized and existing under the laws of the State
of Illinois and authorized to transact surety business in the State of California, as Surety, are held and firmly
bound unto City of San Bernardino
, as Obligee,
in the sum of Eight Hundred Fifty Six Thousand Six Hundred Fifty Eight and 00/100 - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. Dollars ($ 856,658.00 l,
for the payment whereof, well and truly to be made, said Principal and Surety bind themselves, their heirs, administrators, successors
and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, That WHEREAS, the above-bounden Principal has
entered into a contract, dated day of , with the Obligee to do
and perform the following work, to-wit: Laurelwood Drive Realignment between Tippecanoe and Orchard Drive (Phase I)
NOW, THEREFORE, if the above-bounden Principal or hislher subcontractors fail to pay any of the persons named in Section 3181 of
the Civil Code of the State of California, or amounts due under the Unemployment Insurance Code with respect to work or labor
performed under the Contract, or any amounts required to be deducted, withheld and paid over to the Franchise Tax Board from the
wages of employees of the Principal or hislher subcontractors pursuant to Section 18806 of the Revenue and Taxation Code, with
respect to such work and labor, Surety will pay for the same, in an amount not exceeding the amount specified in this bond, and also, in
case suit is brought upon this bond, a reasonable attorney's fee, to be fixed by the court.
This bond shall inure to the benefit of any and all persons, companies or corporations entitled to file claims under Section 3181 of the
Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Signed, sealed and dated this 24th
day of September
, 2002
Matich Corporation
~/~
Principal
No premium is charged for this bond. It is executed in
connection with a bond for the performance of the
contract.
Eugene Bolsvert VIce President
American Manufacturers Mutual Insurance Co. Compan
Surety
,
( "~,;
By ~. -4">/-7./
JaneA<'epner
~,;C7/~e~ J
Attorney-in-Fact
$-4449/GEEF 7/98
02 296
CAL,Ir-ORNIA ALL-PURPOSE ACKNOWLEDGMENT No 5907
State of California
County of Orange
On
before me, Alexis H. Bryan, Notary Public
NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC"
DATE
personally appeared
Jane Kepner
NAME(S) OF SIGNER(S)
~ personally known to me - OR - D 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 he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed the instrument.
~-----~------~
i.?o>> ALeXIS H. BRYAN
~ "1/;-:r::-~~ Comm'ssion # 1306738 z
7 1....&.. f)~"1 Nc:ary PU.bfiC. - California ~
z . ~' ~
~; '-. .' Ora:1ge County
~ ,~y :o::~ Exp"." Jun 1. 2005~
WITNESS my hand and official seal.
(~ II. nr:~
SIGNATU OF NOTARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
DESCRIPTION OF ATTACHED DOCUMENT
D INDIVIDUAL
D CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
TITLE(S)
D LIMITED
D GENERAL
D
~
D
D
D
PARTNER(S)
ATTORNEY-IN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
NUMBER OF PAGES
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
$-4067/GEEF 2198
@1993 NATIONAL NOTARY ASSOCIATION. 8236 RemmetAve., P.O. Box 7184. Canoga Park, CA 91309-7184
02
2 9 C..\
I,
. ~,
POWER OF ATTORNEY
Know All Men By These Presents:
That the Lumbermeris Mutual Casualty Company, the American Motorists Insurance Company, and the American
Manufacturers Mutual Insurance Company, corporations organized and existing under the laws of the State of
Illinois, having their principal office in Long Grove, Illinois (her.elnafter collectively referred to as the. Company.) do
hereby appoint
Jane Kepner, Mike Parizino , James A. Schaller, Alexis H. Bryan, Nanette Mariella-Myers ,
Unda Enright, Leigh McDonough, Jeri Apodaca, Patricia H. Brebner , Suzanne Edwards and
Rhonda C. Abel of COSTA MESA ,CA (EACH) .
.............
their true and lawful agent(s) and Attorney(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance
of this power for and on its behalf as surety, and as their act and deed:
Any and all bonds and undertakings
EXCEPILON:_NQ AUTHOFllTY_lsgranted to make, execute, seal and deliver any bond or undertaking which
guarantees the payment or collection of any promissory note, cliecK,arSfn,i'letter Of-crellIt~--
This authority does not permit the same obligation to be split into two or more bonds in order to bring each such
bond within the dollar limit of authority as set forth herein.
This appointment may be revoked at any time by the Company.
The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said
Company as fully and amply to all Intents and purposes, as if the same had been duly executed and acknow ledged
by their regularly elected officers at their principal office in Long Grove, Illinois.
This Power of Attorney is executed by authority of resolutions adopted by the Executive Committees of the Boards
of Directors of the Company on February 23, 1988 at Chicago, Illinois, true and accurate copies of which are
hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect:
. VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated In
writing and flied with the Secretary, or the Secretary shall have the power and authority to appoint agents and
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, and any such officers of the Company may appoint agents for acceptance of process..
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following
resolution adopted by the Executive Committee of the Boards of Directors of the Company at a meeting duly called
and held on the 23rd day of February, 1988:
.VOTED, That the signature of the Chairman of the Board, the President, any Vice President, or their appointees
designated in writing and flied with the Secretary, and the signature of the Secretary, the seal ofthe Company, and
_ certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to
resolution adopted by the Executive Committee of the Board of Directors on February 23, 1988 and any such
power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall
continue to be valid and binding upon the Company..
FK 0975 (Ed. 09 01)
Page 1 of 2
Printed In U.S.A.
In Testimony Whereof, the Company has caused this instrument to be signed and their corporate seals to be
affixed by their authorized officers, this November20, 2001.
Attested and Certified:
Lumbermens Mutual Casualty Company
American Motorists Insurance Company
American Manufacturers Mutual Insurance Company
STATE OF ILLINOIS
55
COUNTY OF LAKE
55
I, Maria I. Omori, a Notary Public, do hereby certify that Gary J,. Tully and John K. Conway personally known to
rne to be the same persons w hose names are respectively as Senior Vice President and Corporate Secretary of the
Lumbermens Mutual Casualty Company, the American Motorists Insurance Company, and the American
Manufacturers Mutual Insurance Company, Corporations organized and existing under the laws of the Slate of
Illinois, subscribed to the foregoing instrument, appeared before me this day in person and severally acknow ledged
~hat they beihg-tller.eunto dulYlWthorizlld ~igned._sealed_with the corpj)rate~l!lIlsa!lddeliv!ll"ll<IthesJllcl instrulTlent
as the free and voluntary act of said corporations and as their own free and voluntary acts for the uses and
purposes therein sat forth.
'OFFICIAL SEAL"
MARlA l OMORI
NOIAIlY 1'I.I1IC. Sf"" OF Ill,!~
IlY COMMlS!<<JI/ "U'"'' ""7 f 2003
~...Q.(frn~'
Maria I. Omori, Notary Public
My commission expires 9-17-03
CERTIACA TION
I, J. K. Conway, Corporate Secretary of the Lumbermens Mutual Casualty Company, the American Motorists
Insurance Company, and the American Manufacturers Mutual Insurance Company, do hereby certify that the
attached Power of Attorney dated November20, 2001 on behalf of the person(s) as listed above Is a true and
correct copy and that the same has been in full force and effect s,ince the date thereof and is In full force and effect
on the date of this certificate; and I do further certify that the said Gary J. Tully, who executed the Power of
Attorney as Senior Vice President, was on the date of execution of the attached Power of Attorney the duly
elected Senior Vice President of the Lumbermens Mutual Casualty Company, the American Motorists Insurance
Company, and the American Manufacturers Mutual Insurance Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corpClrate seal ofthe Lumbermans
Mutual Casualty Companr, the ~merlca':l Motorists l!)Suran~e Compa~y, an~ the American Manufacturers Mutual
Insurance Company on thiS ' ,... <!- ~, day of ~4;4; ;n--,~ t; 20":'2.- . '
8
~
....."
r~;.
,'~..
s_~
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named
therein and they have no authority to bind the Company except in the manner and to the extent herein stated.
Home Office: Long Grove, IL 60049
FK 09 75 (Ed. 09 01)
Page2of2
PrInted In U.S.A.
02
296
ACORD~ CERTIFICATE OFLIABILITYINS'~CE DATE (MM/DD!YY)
...... .... ....n...d................ 09/24/02
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY
Aon Risk Services, Inc. of Southern California AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
1901 Main Street CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE
Suite 300 COVERAGE AFFORDED BY THE POLICIES BELOW.
Irvine CA 92614 USA
PHONE. (949) 608 6300 FAX- (949) 608 6451 INSURERS AFFORDING COVERAGE
INSURED INSURER A Combined Specialty Insurance Company
Matich Corporation INSURER B Great American E & S Insurance Company
P.O. Box 50000
San Bernardino CA 92412 USA INSURER C
INSURER D
INSURER E
.' COVERAGES This Certificate is Dot intended to snecifv all endorsements coverages terms. conditiotlsand exclusions ofthenoticies shoWn. .
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TIlE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER TIFICA IE MAYBE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TIlE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.
AGGREGA IE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR POLICY EFFECTIVE POLICY EXPIRATION
LT" ITPE OF INSURANCE POLICY NUMBER DATE(MM\DD\YY) DATE(MM\DD\YY) LIMITS
A GENERAL LIABILlIT lCPSOOS4600 07/0l/02 07/01/03 EACH OCCURRENCE $1,000,000
- FIRE DAMAGE(Anyone lire) $50,000
X COMMERCIAL GENERAL LIABILITY
- CLAIMS MADE 0 OCCUR MED EXP (Anyone person)
- $5 000
- PERSONAL & ADV INJURY $1,000,000
- GENERAL AGGREGATE $2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG $2,000,000
~POLlCY [8] PRO~ D
JECT LOC
A AUTOMOBILE LlABlLIIT 1CP50054600 07/01/02 07/01/03 COMBINED SINGLE LIMIT
I- (Eaaccidenl) $1,000,000
X ANY AUTO
t- ALL OWNED AUTOS
BODILY INJURY
- (Per person)
X SCHEDULED AUTOS
HIRED AUTOS BODILY INJURY
X NON OWNED AUTOS {Per accident)
X CoiL Oed. SI.OOO PROPERTY DAMAGE
(Per accident)
X rnmnn..oi ~I ()O()
GARAGE LlABILIIT AUTO ONLY - fA ACCIDENT
=I ANY AUTO OTHER THAN EA ACC
AUTO ONLY
AGG
B EXCESS LIABILITY TSE:2S33460 07/01102 07/01/03 EACH OCCURRENCE $8,000,000
~ OCCUR 0 CLAIMS MADE AGGREGATE $8,000,000
j DEDUCTIBLE
RETENTION
A WORKERS COMPENSATION AND lCWSOOS4700 07/01/02 0,"0",00 X I~C STATU-I I~TH
EMPLOYERS' LlABILIIT TORYIIMIT<:. ER
E.l. EACH ACCIDENT $1,000,000
E.L. DISEASE-POLICY LIMIT $1,000,000
EL DlSEASE-EA EMPLOYEE . $1,000,000
OTHER
0
DESCRIPTION OF OPERATIONSILOCA TIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEl'AENTISPECIAL PROVISIONS
Re: Laurelwood Drive Realignment, Between Tippecanoe and Orchard Drive (Phase II
See endorsement(s) attached
~ .,'. U;UU; UU",'
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING COMPANY WILL ENDi~ro MAIL
City of San Bernardino 30 DAYS WRITTEN NOTICE TO THE CE:3~~ HOL E NAMED TO THE LEFT.
Development Services Department BUT FAILURE TO DO SO SHALL IMPOSE N B bOll &f;: N R LIABILITY, /l
300 North "0" Street OF ANY KIND UPON THE COMPANY. ITS E SO P ENTAHVES. "
San Bernardino CA 92418-0001 USA II/) A y" JILl{/.,
AUTHORIZED REPRESENTATIVE nil/..: (7
~ f'-</
.. .. ~ ~c-,- L/V
Certificate No :
570003927309
Holder Identifier:
02 296
POLICY NUMBER: lCP50054600
COMMERCIAL GENERAL LIABILITY
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
SCHEDULE
Name of Person or Organization:
City of San Bernardino Development Services Department
Re: Laurelwood Drive Realignment, Between Tippecanoe and Orchard Drive (Phase I)
(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 II) 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" performed for that
insured by or for you.
AI-Primary
CG2010(11-85)
.
02 296
Company Combined Specialty Insurance Company
Policy Period 7/1/02
TO
7/1/03
Endorsement No.
ATTACHED TO AND
FORMING PART OF
POLICY NUMBER
ENDORSEMENT EFFECTIVE
(Standard Time)
INSURED
Matich Corporation
1 CP50054600
Month/DaylYear 12:01 A.M.
7/1102 (x)
NOON
PRODUCER AND CODE
CPG/SPEC. RISK RESOURCES
INS AGCY, INC.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFUllY.
THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOllOWING:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
ADDITIONAL INSURED PRIMARY WORDING
The following changes are made to Section IV - Commercial General Liability Conditions:
The following is added to Condition 4. Other Insurance
As subparagraph d. Additional Insured:
d. Additional Insured
Where you have entered into a written contract or agreement to
name a person or organization as an insured under this coverage
part and that written contract or agreement required this insurance
to be primary and noncontributory, we will not seek contribution
from any other insurance unless the "Amendment of Other
Insurance Condition" CG 00 55 03 97 endorsement applies.
Name of Person or Organization:
City of San Bernardino Development Services Department
R~Ufflwl~.~~m"4 B_~ TIpP'~D~ ~d ;;ZDW' ~h." I)
AUTH REPRESENTATIVE DATE
GL CPG 32 (3/02)
VI!:
i::JO
!. . ACORD,. CERTIFICA TE OF LIABILITY INSURANCE DATE (MM/OO/YY)
1011 0/02
PRODUCER THIS CERTIFICATE IS ISS\JED AS A MATTER OF r....ORMA T10:>l O:>lL Y
Aon Risk Services I Inc. of Southern California A:>ID COi'OFERS i'OO RIGHTS \:PON THE CERTIFICATE HOLDER. THIS
1901 Main Street CERTlHCA TE DOES :>lOT AMEND, EXTEND OR ALTER THE
Suite 300 COVERAGE AFFORDED BY THE POLICIES BELOW.
Irvine CA 92614 USA
PHO~E. (949) 608-6300 FAX- (949) 608-6451 Ii'OSllRERS AFFORDING COVERAGE
INSURED I~SURER A Combined Specialty Insurance Company
Matich Corporation l:-<SL'RERB Great American E & S Insurance Company
P.O. Box 50000
San Bernardino CA 92412 USA INSCRER C
L'S~'RERD
I~SCRER E
COVERAGES This Certificate is not intended to snecify all endorsements, coverages, teons, conditions and exclusions of the nolicies shown.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLlCY PERJOD 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.
AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
INSR POLICY EFFECTIVE POLICY EXPIRATION
LTR TYPE OF I~Sl1R-\~CE POLICY ~l1!\lBER D,\TE(MMIDD\YY) L1'flTS
DATE(M:\1\DD\\'\')
A GE~ER-\L LIABILITY lCP50054600 07/01/02 07/01/03 E.....CH OCCl"RRENCE $1,000,000
X CO\l\IERCIAL GENERAL LlAB[L[TY FIRE DA\fAGE(i\n\, one lire) $50,000
- CLAI\IS \fADE [2] OCCL"R
MED EXI' (i\n\' one person) $5 000
-
- I'ERSO?\iAL& ADV INJURY $1, 000, 000
- GENER..lJ... AGGREGA IT $2,000,000
GE:"'L AGGREGATE UMIT APPLIES PER
:J POU,Y PRO. PRODL"CTS - CO\1PIOP AGG $2,000,000
0 JECT 0 LOe
A At:TO:\IOBILE LL\BILITY lCP50054600 07/01/02 07/01/03 CO!\.lBI:-.IED S[J\GLE LIMIT
- (Eaaccidem) $1,000,000
.::. A:'\Y ALTO
.\LL OW'\ED Al'TOS BODILY I!\;JURY
- I Per person)
SCHEDl"LED ..\l'TOS
X HIRED ACTOS BODILY [J\JL'RY
X ~O'\ O\\"'\EO ALTOS (Per accidenT)
X (011 Oed 51.000 PROPERTY DA\tAGE
X (Per accident)
r"mnn,.rt i;1 000
GAR-\GE L1.-\BILlTY ALTO 0:'\1. Y - EA .....CCIDEST
=1 ^" ALTO OTHER THAl\" EA ACC
AUTO ONLY
'GG
B EXCESS L1ABILlTI' TSE2S33460 07/01/02 07/01/03 EACH OCCL"RREJ'.;CE $8,000,000
~ OCCTR D (LAL\fS \fADE .....GGREGATE $8,000,000
j DEDLeTlBLE
RETE!\;TlON
A lCW:G-J':.4:0C '.7/':1/ O? ~; .. L:1/l'j X I~RY ~J!\.~~;-I I~:H.
WORKERS COMPENSATJO" A:'I1D
EMPLOYERS'LL\BIUTI'
E L EACH ACCIDE~T $1,000,000
E.L DISEASE-POLICY LIMIT $1,000,000
E.L DlSEASE-EA E\fPLOYEE $1,000,000
OTHER
0
DESCRlPTIOS OF OPER.-\TIO\JSn.Oc.....n01\S/VEHlCLES/EXCLl'SIO:"S ADDED BY E:-IDORSE\IENTiSPEClAL PROVISIONS
Re; Laurelwood Drive Realignment, Between Tippecanoe and Orchard Drive (Phase II
See endorsement(s) attached
CERTIFICATE HOLDER CANCELLATION
SHOUD A:"Y OF THE ABOVE DESCRIBED POLICIES BE CAJ'.;CELlED BEFORE THE EXPIR.-\TIO'i
DATE THEREOF. THE ISSUING COl\tp.....NY WILL J;;j~BL,\eR TO M...II.
City of San Bernardino 30 DAYS WR[TTEN :-IOT[(E TO THE CERTlf'I'C\TE HOLDER NAMED TO THE lEfT
Development Services Department BCT r .1b.'!Dr: Tn no ~n [II .LL 1!\.1l e~E: t";) 981.11':: '.-lleU 8R l:t!\8fUTY
300 North "0" Street 01"~/ [ WI? 'mm,' THE-eOM~I~mTSOR REPRESENT..... T1VE~ .
San Bernardino CA 92418-0001 USA I
ALTHORIZED REPRESENT AlIVE / I
. . . ,
ACORD 2~_S 17/07' , '. "', 'ION 10~~1
Ii
Certificate No :
570004123896
Holder Identifier:
02 296
POLICY NUMBER: ICPSOOS4600
COMMERCIAL GENERAL LIABILITY
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
SCHEDULE
Name of Person or Organization:
City of San Bernardino Development Services Department
Re: Laurelwood Drive Realignment, Between Tippecanoe and Orchard Drive (Phase 1)
(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 II) 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" performed for that
insured by or for you.
AI-Primary
CG2010p(J 1-85)
02 296
Company: Combined Specialty Insurance Co.
Policy Period
7/1102
TO
7/1103
Endorsement No.
ATTACHED TO AND
FORMING PART OF
POLICY NUMBER
ENDORSEMENT EFFECTIVE
(Standard Time)
INSURED
1 CP50054600
Month/DaylYear 12:01 A.M.
(xl
NOON
PRODUCER AND CODE
CPG/SPEC. RISK RESOURCES
INS AGCY, INC.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFUllY.
THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOllOWING:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
ADDITIONAL INSURED PRIMARY WORDING
The following changes are made to Section IV - Commercial General Liability Conditions:
The following is added to Condition 4. Other Insurance
As subparagraph d Additional Insured:
d. Additional Insured
Where you have entered into a written contract or agreement to
name a person or organization as an insured under this coverage
part and that written contract or agreement required this insurance
to be primary and noncontributory. we will not seek contribution
from any other insurance unless the "Amendment of Other
Insurance Condition" CG 00 55 03 97 endorsement applies.
\.)1/ /.....' . / (,1
I':'" f;'./ / J. '
,/ AUtHORIZED REPRESENTATIVE
DATE
GL CPG 32 (3/02)
rn
.mstruction
Program
Group
,()2
29....
A o;'1i$iwI~f Spec;;1 RisJ fl~t~$I.05~'I",ce Agll'1C~ Inc.
License No. 0799319
September 5, 2002
Mr. Mike Wolf
City of San Bernardino
City Engineers Office, 3,d FL
300 North D Street
San Bernardino, CA 92408
Re: Authorization for Aon Risk Services, Inc.
Matich Corp. (1 CW50054700 & I CP50054600)
Policy Period: 7/]/02-7/1103
Dear Mike:
We authorize Aon Risk Services, Inc. to sign Certificates of Insurance in accordance with the
requirements of the City of San Bernardino, as our representative, for which we me providing
coverage.
re y,
A DlVISIO~ OF SPECL~L RlSK RESOURCES INSURANCE AGENCY, INC.
55 S. LAKE AVENUE, SUITE 560 - PASADENA - CALIFORNIA - 91101 TELEPHONE: 626.683.5200 FAX: 626.683.5209
CALIFORNIA LICENSE NUMBER: 0799319
n "
C)" ')o~
~ L. ::........,
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of California
J.1J5 b(f-~
Cf,k( ~"'~ \ before m~, .. ' ?J0"".!.~:
personally appeared Ov1f I J LM-s.e.-.r
} ss
County of
On
(1.J
Name(s)of Signer(sl
[j personally known to me
))rProved to me on the basis of satisfactory
evidence
_.\'1""
~O",,:"~
S,~\~iO~. ~\IlO(l\ia
~ CO~ ?~'O\\c' co~~t'j 'lSJ1O
1<0\11 ..O.~ ...~ t.
\.05'" .......
"\ II<'I~'~
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
~
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 reatlachment of this form to another document
Description of Attached Document
Title or Type of Document: ~
Document Date: q /1 f);J..,
Signer(s) Other Than Named Above: tV / A
,
Number of Pages: t7~
Capacity(ies) Claimed by Signer
'^ a v,'J c.eR5EfL
Signer's Name:
Signer Is Represenling:
~ndividual
o Corporate Officer ~ Title(s):
o Partner - U limited 0 General
o Attorney-in-Fact
o Trustee
o Guardian or Conservator
o Other:
'"
C 1999 National Nolary Associalion. 9350 De SQtoA~e, P.O. Box 2402' Chatsworth, CA91313-2402' wwwnalionalnotaryorg
Prod No. 5907
Reorder: Call TolI-Frae 1-800-876-6827