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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: James Funk, Director
Dept: Development Services 0 t':' ,., ' 'J L
II..., II.n
Subject: Resolution awarding contract to
Matich Corporation for Street Improvements of
Del Rosa Drive and 3,d Street at the San
Bernardino International Airport per Plan No.
10494.
Date: August 6, 2002
File: 7.37-14-B
MCC Date: 08/19/2002
Synopsis of Previous Council Action:
05/5/97 Resolution No. 97-121 was adopted authorizing the Mayor to execute a Grant application to The United
States Department of Commerce, Economic Development Administration for the improvement at Mill Street from
Lena Road to Tippecanoe A venue, Otto Gericke Drive and Art Townsend Drive.
06/5/97 Allocated $1,287,500 for Mill Street improvement in Account No. 242-362-5504-7106.
07/10/00 Allocated $634,800 for Art Townsend, Otto Gericke Drives realignment as part of the FY 2000/01 CIP
budget.
10/01101 Rejected all bids for Street Improvements of Art Townsend Drive and Otto Greicke Drive per Plan No.
9479A and directed staff to rebid the project (newly dermed).
02/19/02 Adopted Resolution approving Agreement for Professioual Services with David Evans and Associates,
Inc. for design of the widening of Del Rosa Drive and Third Street at the San Bernardino International Trade
Center
06/17102 Adopted resolution approving Amendment No. I to Agreement for Professional Services with David
Evans & Associates, Inc. for additional design services associated with the widening of Del Rosa Drive and 3'"
Street at the San Bernardino International Airport.
Recommended Motion:
1. Adopt Resolution.
2. Authorize the Finance Director to establish a budget for the project in Account No. 242-362-5504-
7339 (Del Rosa Drive & 3'd Street Widening) in the amount of $604,500.00 and correct revenues to
reflect cost of the project.
r~~
Contact person: Michael Grubbs, Field Engineer
Phone:
5179
Supporting data attached: Staff Report, Letter, Reso. & Map
Ward:
1
FUNDING REQUIREMENTS:
Amount:
$604,499.00
Source: (Account No.) 242-362-5504-7339
Acct. Description: Del Rosa Drive & 3,d Street Widening
Finance: ,~OcP/'; {/ ~~
Council Notes: Kt:f:n .b\ Olea;) - ~'l "
Agenda Item No. ~
g/J~/o~
City of San Bernardino - Request for Council Action
Staff Report
Subject:
Resolution awarding public works contract to Matich Corporation for Street Improvements of Del Rosa
Drive and 3"' Street at the San Bernardino International Airport per Plan No. 10494.
Backjlround:
This public works project consists of the widening of Del Rosa Drive and 3'. Street, installation of curb
& gutter, sidewalk, street lights, fire hydrants, and related work. Landscaping and irrigation is also
included along Del Rosa Drive between 3"' Street and Art Townsend Drive.
This public works project was formerly known as Art Townsend/Otto Gericke realignment and was
funded from account no. 242-362-5504-7093. The original public works project was cancelled by the
Mayor and Common Council on May 21, 2001. The public works project has been re-scoped to delete
most of the work originally planned for Art Townsend Drive and Otto Gericke Drive and to add the
widening of the west side of Del Rosa Drive from 3"' Street to Art Townsend Drive. These changes were
made at the request of IVDA.
This public works 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 and bids were received on August 6, 2002. Six
companies submitted bids, however, only four of those bids were determined to be responsive. The
responsive bids are as follows:
Name of Bidder Citv Amount of Bid
Matich Cornoration San Bernardino $499,499.00
Hillcrest Contractimt, Inc. Corona $506,149.30
Holland-Lowe Construction, Inc. San Bernardino $541,929.65
Vance Cornoration Rialto $561,937.30
Emlineer's Estimate $514,883.00
After consultation with Special Counsel, bids submitted by VCI Telcom, Inc. of Upland and All American
Asphalt of Corona were determined to be non-responsive. The bid by VCI Telcom, Inc. did not include
the changes which were made by Addendum No. 1 and it did not contain acknowledgement of Addendum
No. 1 as required by the bidding instructions. In addition, although the All American Asphalt bid appears
to contain a substantial arithmetic error, such as error cannot be waived by the City particularly in light of
the fact that the unit prices were not written in both words and numbers as required by the bidding
instructions. Special Counsel has indicated that this irregularity cannot be waived.
Based on review of the sealed competitive bids received, staff has determined Matich COIporation is the
apparent lowest bidder in the amount of $499,499.00. Matich Corporation has met the minimum
requirements of the specifications and bid guidelines and staff recommends that the Mayor and Common
Council award the referenced contract to said contractor.
The estimated project costs are as follows:
Construction Cost $ 499,499.00
Contingencies $ 65,000.00
Design (David Evans & Associates Agreement) See Below
Insnection, and Contract Administration $40,000.00
Estimated Total Construction Cost $604,499.00
City of San Bernardino - Request for Council Action
Staff Report (Continued)
The design cost of this project in the amount of $58,246.00 to David Evans & Associates was
previously paid from the FY 2001/02 Capital Improvement Budget.
It should be noted that the form of some of the provisions of the public works contract documents are
mandated by the Federal Economic Development Agency, including a requirement that any course of
construction disputes be referred to binding arbitration. Ordinarily, the City of San Bernardino does
not approve binding arbitration terms in its public works contracts. However, since the primary source
of funding for this public works project will come from a grant by the Federal Economic Development
Agency, it does not currently appear that this federal agency would consent to a modification in its
standard grant documentation within the time period remaining for use of the federal grant funds.
Financial Impact:
The funding requirement for this project is $604,499.00 which is available in Account No. 242-362-
5504-7339 (Del Rosa Drive & 3'. Street Widening). Approximately $436,730.00 in remaining grant
funds from the Federal Economic Development Agency (FedEDA) can be applied to this project. The
remaining balance ofapproxirnately $167,769.00 will be reimbursed by IVDA (see attached letter from
IVDA). It is not anticipated that any City funds will be used to finance any portion of these
improvements.
Recommendation:
Adopt resolution and authorize Finance Director to establish budget for the project in Account No. 242-
362-5504-7339 (Del Rosa Drive & 3"' Street Widening) and correct revenues to reflect cost of the
project.
.~~/~~/~~~~ 11:4/
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IVDA SBIM
PAGE 1'12/1'13
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Airport and Trade Center
(I)
San Bernardino International
August 8, 2002
Ms. Barbara Pachon
Director of Finance
City of San Bemardino
300 North "D" Street, 4th Floor
San BflI'nardino, CA 92418
HE: AWARD OF CONTRACT TO MATICH CORPORATION FOR STREET
IMPROVEMENTS OF DEL ROSA DRIVE AND 31lD STREET
Dear Ms. Pachon:
Staff has reviewed your draft staff report for the award of contract to the Matich
Corporation for Del Rosa Drive and 3n1 Street at the San BflI'nardino IntfllUational AiIport per
Plan No. 10494. It is my understanding thlU the construction costs will be as follows:
$499,499.00 for construction, contingency will be $65,000.00 and $40,000.00 for inspection and
contract administration for a total cost of $604,499.00. The final funding requirement for this
project is $604,499.00 which is available in the fiscal year 2002-03 city's Capital Improvement
Program. According to your records there is approximately $436,730.00 remaining in this
particular grant from the Federal Economic Development Agency which will be applied to this
project. The city is requesting the remaining balance of approximately 5167,769.00 be funded
by the Inland Valley Development Agency (JVDA). Staff is in full support of this cost in the
amount of $167,769.00. Please keep in mind thlU I am taking this item to the IVDA Board of
Directors on August 21, 2002 recommending tblU we concur with the award of contract to
Matich Corporation along with approprilUing the additional $167,769.00 from our general
reserve fund to accommodate the remaining balance necessary to complete this project.
294 S. Leland Norton Wav. SUII8 ~ . San Bernardino. CA 92~131' (909) 382-4100 . FAX (909) 382-4106
emaitivda.~.com . h1Ip-JIwww.sbdairporlcom
A PROJECT OF THE INLAND VALlEY DEVElOI'tolENT AGENCY AND SAN BERNARDINO INTEFlNAllONAl AIRPORT AUTHORITY
<0;<0;.<0;<0;,................
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r-HoX. ""',t:I;:s
Ms. BlIlbara Pachon
Page 2
August 8, 2002
Thank you and the Public Works stafffor expediting this project in a funely manner.
If I can be: of fiuther assistance, please do not hesitate to contact me: at (909) 382-4100,
x231. Thank you.
Sincerely,
SAN BERNARDINO INTERNATIONAL
AIRPORT
4:Ac::>
Senior Project and Property Manager
AE:1lp
c:c: T. Milford Ha!ri.son
PeDDYChua
Marty .Romeo
Tim Sabo
Mik. Otubb.
1:\_<\2002101...laull'OO6l.__
STREET IMPROVEMENTS OF DEL ROSA
DRIVE AND 3RD STREET AT THE SAN
BERNARDINO INTERNATIONAL
AIRPORT
CROSSTO\\N FRWY 30
HIGHLAND AVENUE
BASEUNE STREET
FIFTH STREET
3rd STREET
SAN ~'"
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SAN BERNARDINO FRWY
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VICINITY MAP
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RESOLUTION NO.
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
BERNARDINO AWARDING A CONTRACT TO MATICH CORPORATION FOR
CONSTRUCTION OF STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD
STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT PER PLAN NO.
10494.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. Matich Corporation is the lowest responsible bidder for construction of
Street Improvements of Del Rosa drive and 3"' Street at San Bernardino International Airport
per Plan No. 10494. Subject to the concurrence of the governing board of the Inland Valley
Development Agency a contract is awarded accordingly by the City to said bidder in a total
amount of $499,499.00 with a contingency amount of $65,000.00 but such award shaII be
effective only upon being fully executed by both parties and the concurrence of the governing
board of the Inland ValIey Development Agency. AII other bids, therefore, are hereby
rejected. The Mayor is hereby authorized and directed to execute said contract on behalf of
the City; a copy of the contract is on file in the office of the City Clerk and incorporated herein
by reference as fully as though set forth at length.
SECTION 2. This contract and any amendment or modifications thereto shall not take
effect or become operative until fulIy signed and executed by the parties and no party shall be
obligated hereunder until the time of such fuII execution. No oral agreements, amendments,
modifications or waivers are intended or authorized and shaII not be implied from any act or
course of conduct of any party.
SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it
within sixty (60) days of passage of the resolution.
III
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RESOLUTION .......... AWARDING A CONTRACT TO MATICH CORPORATION
FOR CONSTRUCTION OF STREET IMPROVEMENTS OF DEL ROSA DRIVE AND
3RD STREET AT THE SAN BERNARDINO INTERNATIONAL AIRPORT PER PLAN
NO. 10494.
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and
Common Council of the City of San Bernardino at a
meeting thereof, held on
the
day of
, 2002, by the following vote, to wit:
Council Members:
AYES
NAYS
ABSTAIN ABSENT
ESTRADA
10
11
12 MC GINNIS
13
LIEN
DERRY
SUAREZ
ANDERSON
MC CAMMACK
Rachel G. Clark, City Clerk
The foregoing resolution is hereby approved this
day of
,2002. .
Judith Valles, Mayor
City of San Bernardino
Approved as to
form and legal content:
BY:~
5',0""',,, o....Se/
- 2 -
CITY OF SAN BERNARDINO
Interoffice Memorandum
CITY CLERK'S OFFICE
Records and Information Management (RIM) Program
DATE:
August 22, 2002
TO:
Mehran Sepehri, Senior Civil Engineer
FROM:
Michelle Taylor, Senior Secretary
RE:
Transmitting Documents for Signature - Resolution 2002-276
At the Mayor and Common Council meeting of August 19, 2002, the City of San Bernardino
adopted Resolution 2002-276 - Resolution awarding a contract to Matich Corporation for
construction of street improvements of Del Rosa Drive and 3rd Street at the San Bernardino
International Airport, per Plan No. 10494.
I am providing you with one certified copy of Resolution 2002-276 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 October 18, 2002.
If you have any questions, please do not hesitate to contact me at ext. 3206. Thank you.
I hereby acknowledge receipt of the above mentioned documents.
Signed: ~
t'! .~ Pl"~""" md ""'".
Date: ~ 2 2-~ CJ~
,
~ ",'"
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** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT **
RESOLUTION AGENDA ITEM TRACKING FORM
Meeting Date (Date Adopted): ~ - \ 9-CJ..;l. Item #
Vote: Ayes ).. J) Nays ~
Change to motion to amend original documents: -
I (" Resolution #
Abstain -€)
'2.00 '2 - 2., Co
Absent _I
Reso. # On Attachments: ~ Contract term:
Note on Resolution of Attachment stored separately: .L
Direct City Clerk to (circle I): PUBLISH, POST, RECORD W/COUNTY
NullNoid After: (PC) O~~ J 10 -I~(J;:J...
,
By: -
Date Sent to Mayor: <;;-- -l 9 -0.)...
Date of Mayor's Signature: 'is- ~l-O d-
Date of ClerklCDC Signature: ~-8 .;)-()d
Reso. Log Updated: V
Seal Impressed: V
Date Memo/Letter Sent for Signature: g - J- ~-<:I;:l.
60 Day Reminder Letter Sent on 30th day:
90 Day Reminder Letter Sent on 45th day:
See Attached: ,,-/ Date Returned: q- I ~ -0::;"
See Attached:
See Attached:
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):
YesL No By
Yes No -L- By
Yes NO----L By
Yes No v By
-
Yes NoL By
Copies Distributed to:
City Attorney tI'
Parks & Rec.
Code Compliance Dev. Services ~ EDA Finance./
Police Public Services Water Others:
MIS
Notes:
j:JY...J.(\O L(J~
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: I'Y'I
Date:C(-\l(- 0)--
Revised 01112/01
Meeting Date: 08/19/2002
Item 1116
Resolution #2002-276
eD1Gi G (tJftL-
FILE NO. 7.30-14B
ACCT. NO. 242-362-5504-7339
CITY OF SAN BERNARDINO
~
STATE OF CALIFORNIA
~
CONTRACT DOCUMENTS
~
PLANS AND SPECIAL PROVISIONS NO. 10494
~
FOR
~
STREET IMPROVEMENTS
OF
DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
~,..
-
DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPMENT SERVICES
CITY OF SAN BERNARDINO
JULY, 2002
~
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
...
ON
AUGUST 6
,2002
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
Cv u.. 121 T I'A t(
o 2 2 7 6 FILE NO. 7.30-14-B
ACCT. NO. 242-362-5504-7093
JULY 29, 2002
CITY OF SAX BERNARDINO
ST ATE OF CALIFORNIA
ADDENDUM NO. ONE
PLANS AND SPECIAL PROVISIONS NO. 10494
FOR
STREET IMPROVEMENTS
OF
DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.DA PROJECT NO. 07-49-02680.02
The "BID SCHEDULE" of this project is hereby amended as follows:
1. The quantity of Bid Item No. 13 is reduced from 740 SF to 556 SF.
2. The quantity of Bid Item No. 14 is increased from 866 SF to 1,060 SF.
3. The quantity of Bid Item No. 17 is reduced from 190 CY to 155 CY.
4. Add Bid Item No. 49, "TWTC OVERHEAD TO UNDERGROUND CONVERSION".
A revised "BID SCHEDULE" is attached which replaces the original "BID SCHEDULE".
The following sections are hereby modified or added to the SPECIAL PROVISIONS:
1. Add to SECTION 4, 4-1.02, (a) the following:
"See "EXHIBIT "A" for City of Highland Standard Drawings and Insurance
Procedures. "
2.. SECTION 7-2 - "TWTC OVERHEAD TO UNDERGROUND CONVERSION"-
Entire Section was added.
A revised SECTION 4, new SECTION 7-2 and the above described addition to EXHIBIT
A is attached and is a part of this Addendum No. One.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
02 276
The PLANS for this project are hereby revised as follows:
1. Sheet No.1 - Change Removal/Relocate Note Nos. 2 and 8 as follows:
a. Note No.2 is revised to read as follows: "Remove existing tree as directed by the
Engineer.
b. Note No. 8 is revised to read as follows: "Remove & cap existing irrigation
system".
2. Sheets No.4 - Change RemovaURelocate Note Nos. 2 and 8 as follows:
a. Note No.2 is revised to read as follows: "Remove existing tree as directed by the
Engineer.
b. Note No. 8 is revised to read as follows: "Remove existing irrigation valves,
salvage and provide to owner".
3. Sheets No.6 - Revise sheet as follows:
a. The City Limit Line of the City of Highland/City of San Bernardino was not
shown on Sheet 6. Please refer to Sheets 3 and 4 for the location of the City Limit
line at the intersection of Del Rosa Drive/3rd Street. The Contractor is required to
obtain a permit is required from the City of Highland for all work within its
jurisdictional boundary, including compliance with City of Highland
requirements, payment of all applicable fees and posting of all required insurance.
4. Sheets Nos. 6 and 7 - Revise sheet as follows:
a. Crosswalk striping shall conform to the requirements of City Standard Dwg. No.
205. Crosswalk striping at the Del Rosa! Art Townsend Drive intersection shall
align with the handicap ramps. Crosswalk striping at the Del Rosa Drive/3rd
Street intersection shall reflect the 5 foot clear dimension from the face of the
curb return as indicated on City Standard Drawing No. 205.
5. Sheets No.8 - Revise sheet as follows:
a. The minimum ADA access width of 48" shall be maintained at all locations along
the sidewalk as directed by the Engineer.
b. Construction Note No. I - Add at end of note: "(20 amp breaker)".
c. Construction Note No. 5 - Add at end of note: "(36 inch minimum depth for
street crossing)".
d. General Lighting Note No.6 - Add at end of note: "(36 inch minimum depth for
street crossing)".
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE AT
THE BOTTOM OF THE SIGNATURE SHEET INCLUDED WITH THEIR BID.
BY:
DATE:
-, ( '3.;( oL---
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
'0 2 2 7 6
ATTACHMENTS
TO
ADDENDUM NO. ONE
REVISED
BID SCHEDULE
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
TTT! V '1n "nn'1
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
1.
LS
TRAFFIC CONTROL at the Lump Sum
Price of
LS
2.
LS
MOBIUZA nON at the Lump Sum
price of
LS
3.
LS
CLEARING and GRUBBING,
Unclassified Excavation, and
Unclassified Fill at the Lump Sum price
of
LS
4.
1,437
TON ASPHALT CONCRETE PAVEMENT,
including Overlaying, Feathering,
Adjusting Water Valves, and Existing
Manhole Frame and Covers to Grade, at
per TON
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
fill v.,o .,nn,
02 276
BID SCHEDULE
STREET IMPROVEME:-ITS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDI!'iO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN !'i0. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL
5. 92 TON ASPHALT CONCRETE DRIVEWAY
(Thickness 3.50"), at
per TON
6. 339 TON AGGREGATE BASE MATERIAL, at
per TON
7.
139
LF
8" ASPHALT CONCRETE DIKE, at
per UN. FT.
8.
266
LF
6" PCC CURB, Type "A", at
per UN. FT.
9.
2,495
LF
8" PCC CURB and GUTTER, Type
"B",at
per UN. FT.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
nTT v ,Q ,nn,
02 276
BID SCHEDULE
STREET IMPROVEMENTS.
OF DEL ROSA DRIVE M'D 3RD STREET
AT THE
SAc'" BERJ"IARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAc"l NO. 10494
DESCRIPTION OF ITEMS WITH Ul'<1T
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL
10. 114 LF 6" PCC CURB and GUTTER, Type
"C",at
per UN. FT.
11. 13,290 SF PCC SIDEWALK, Case "A", at
per SQ. FT.
12. 1,973 SF PCC MEANDERING SlDEW ALK,
Case "B", at
per SQ. FT.
13. 556 SF PCC COMMERCIAL DRIVEWAY
APPROACH, Type II, at
per SQ. FT.
14. 1,060 SF PCC CROSS GUTTER and
SPANDREL (72" wide), at
per SQ. FT.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
02 276
BID SCHEDULE
STREET IMPROVEME:\'TS
OF DEL ROSA DRIVE A:\'D 3RD STREET
AT THE
SAN BER."ARDINO INTERNATIO:'oiAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTIO;\! OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
15.
3
EA PCC CURB RAMP, at
per EACH
16.
EA PCC PARKWAY CULVERT NO. I,at
per EACH
17. 155 CY Concrete Cap for FUEL PIPE
PROTECTION per Detail, and as
directed by Kinder Morgan, at
per CU. YD.
18. LS Install TRAFFIC STRIPES and
PAVEMENT MARKINGS at the Lump LS
Sum price of
19.
12
EA Install STREET LIGHT and SYSTEM,
including all Appurtenant Facilities and
Service Pedestal, at
per EACH
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
BID SCHEDULE
STREET IMPROVEME:'-lTS
OF DEL ROSA DRIVE A......'D 3RD STREET
AT THE
SAN BEJlJ"IARDINO INTEJlJ"IATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
W<'IT
PRICE
TOTAL
20.
4
EA Install ROADSIDE SIGN on Single
Post, at
per EACH
21.
LS
TRAFFIC SIGNAL MODIFICATIONS,
at the Intersection of Del Rosa Drive and
3'd Street at the Lump Sum price of
LS
22.
LS
Remove and Salvage EXISTING
CHAIN LINK FENCE to IVDA Storage
at the lump sum price of
LS
23.
6
EA
Relocate STREET SIGN, at
per EACH
24.
EA Relocate EXISTING FIRE HYDRANT,
at
per EACH
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE
TOTAL
25.
3
EA Adjust EXISTING WATER METER to
Grade, at
per EACH
26.
2
EA
Adjust EXISTING V AULT/MANHOLE
to Grade, at
per EACH
27.
4
EA Install FIRE HYDRANT ASSEMBLY
per SBMWD Std Dwg Nos. W2.2, W3.4
and Modified Lateral Detail, at
per EACH
28.
EA Install 1" WATER METER and
SERVICE LINE, at
per EACH
29.
EA Install I y," DOUBLE CHECK
BACKFLOW PREVENTION
ASSEMBLY in Locking Enclosure, at
per EACH
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SA;" BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
30.
LS
Remove and Cap EXISTING
IRRIGATION SYSTEM on Del Rosa
Drive at the Lump Sum price of
LS
31. 10 EA EXISTING TREE to be Protected in
Place, at
per EACH
32. 6 EA Prune and Lace OAK TREE as directed
by Certified Arborist, at
per EACH
33. 4 EA Skin entire Trunk of EXISTING PALM
as directed by L.A. and City
Representative including disposal of
material, at
per EACH
34. 10,970 SF WEED ABATEMENT at all Project
Planting areas, at
per SQ. FT.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AI''!) 3RD STREET
AT THE
SA\'1 BERJ'IIARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT Ul'llT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
35.
331
LF
Furnish and Install 6"' CONCRETE
MOW CURB per Plans, Details and
Specifications, at
per UN. FT.
36.
44
TON Furnish and Install 3"' to 8"
DECORATIVE ROCK in Mortar Bed
per Plans, Details and Specifications, at
per TON
37.
5
EA
Furnish and Install 24" BOX CRAPE
MYRTLE per Plans, Details and
Specifications, at
per EACH
38.
89
EA
Furnish and Install 5 gallon ICEBURG
ROSE per Plans, Details and
Specifications, at
per EACH
39.
88
EA
Furnish and Install 5 gallon BOTTLE
BRUSH per Plans, Details and
Specifications, at
per EACH
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE A",'D 3RD STREET
AT THE
SAc'" BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
40.
976
EA Furnish and Install I gallon DA YLIL Y
per Plans, Details and Specifications, at
per EACH
41.
582
EA
Furnish and Install I gallon DWARF
LILY of the NILE per Plans, Details and
Specifications, at
per EACH
42.
93
EA
Furnish and Install I gallon
ROSEMARY per Plans, Details and
Specifications, at
per EACH
43.
269
EA
Furnish and Install I gallon STAR
JASMINE per Plans, Details and
Specifications, at
per EACH
44.
937
EA
Furnish and Install 1 gallon Ground
Cover MYOPORUM per Plans, Details
and Specifications, at
per EACH
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
02 276
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RO STREET
AT THE
SAN BER'IARDINO IC'iTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
UNIT
PRICE
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
TOTAL
45.
]64
EA
Furnish and Install I gallon Ground
Cover DWARF ROSE per Plans, Details
and Specifications, at
per EACH
46.
1,175
SF
Furnish and Install TURF (Sod) per
Plans, Details and Specifications, at_
per SQ.FT.
47.
LS
Furnish and Install IRRIGATION
SYSTEM per Plans, Details and
Specifications at the Lump Sum price of
LS
48.
LS
Provide a 90-DA Y MAINTENANCE
PERlOD for Entire Project Area at the
Lump Sum price of
LS
49.
LS
Furnish and Install portions of TWTC
OVERHEAD TO UNDERGROUND
CONVERSION per Plans, Details and
Specifications at the Lump Sum Price
of
LS
TOTAL BID $
NOTE: The unit price must be written in words and also shown in figures.
The IOtal price must be extended for each item of work
and the total of all bid items inserted in the space provided.
In case of a discrepancy between words and figures, the words shall prevail.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
..
D2 276
ATTACHMENTS
TO
ADDENDUM NO. ONE
REVISED
SPECIAL PROVISIONS
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29. 2002
'D2 276
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK,
TIME OF COMPLETION AND LIQUIDATION DAMAGES
4-1.01 -- 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 Standard Specifications and these Special
Provisions.
The Contractor shall diligently prosecute the work to completion before the
expiration of
60 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
The Contractor shall pay to the City of San Bernardino the sum of $500.00 per
day, for each calendar days delay in finishing the work in excess of the number of
working days prescribed above.
4-1.02 PERMITS AND LICENSES
(a) Prior to start of work in Third Street, Contractor shall obtain a permit
from the City of Highland. It shall be the responsibility of the
Contractor to comply with all the requirements of Highland's permit,
including providing insurance and payment of fees. See "EXHIBIT
A" for City of Highland Standard Drawings and Insurance
Procedures."
(b) Prior to issuance of a "Notice to Proceed", Contractor shaH obtain a
City Business License from the City Clerk's Office, San Bernardino
City Hall, 300 North "D" Street, yd Floor, San Bernardino, CA.
4-1.03 CONSTRUCTION SCHEDULE -- The Contractor will establish the
construction schedule and present the schedule at the Pre-Construction Meeting.
SP-6
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
'D2 276
SECTION 7-2
7-2 TWTC OVERHEAD TO UNDERGROUND CONVERSION
7-2.01 GENERAL - Work under this section shall comply with Section 5,
"Utilities", of the Standard Specifications for Public Works Construction, 2000 Edition
and these Special Provisions.
This work consists of installing 1-2" Schedule 40 PVC underground conduit.
Approximately 400 feet ofthe conduit will be installed on the north side of 3rd Street and
200 feet of conduit will be installed across 3rd Street, just west of Marilyn Avenue, to join
an existing underground installation at the east end of the SAC Healthcare Clinic.
This work shall include installation of two(2) l7"x 30", double stacked
handholes with steel lids. One will be installed at the base of the utility pole
(#420 1 972E), where the riser will be placed. The second will be installed at the base of
the last utility pole, where the Time Warner Telecom (TWTC) riser is located. All
trenching and bedding shall meet G.O. ]28 andCity of San Bernardino Standards. The
conduit system will have a minimum of 30" of cover. TWTC will provide fiber optic
warning tape to be placed in the trench approximately 12" from grade.
As an option, the crossing on 3rd Street can be made at the location of utility
pole #4201 972E, thence easterly along the south side of 3rd Street to the easterly side of
the SAC Healthcare Clinic. However, the conduit runs shall have no more than three(3)
90 degree angles, including vertical 90 degree angles.
In addition to the above requirements, the Contractor shall obtain a permit
from the City of High]and for all work within thejurisdictiona] boundary of the City of
High]and, which will include trenching on the north side of 3rd Street and across 3rd
Street.
Upon completion of installation of the 2" underground conduit and related
work, the Contractor shall provide a one (1) week window during which a clear work
area shall be provided for TWTC to install a fiber optic line in the undergroundconduit
and convert the system to underground. Fiber relocation will be done during TWTC's
maintenance window, which is 10:00 p.m. to 6:00 a.m. The Contractor shall notify both
the Engineer and TWTC, in writing, at least two(2) weeks prior to the start of the one(1)
week clear work area-window indicated above.
SP-17-1
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
After completion of the relocation by TWTC of its fiber optic line into the 2"
underground conduit and removal, by TWTC, of its existing line from the existing poles
on the south side of 3rd Street adjacent to the SAC Healthcare Clinic, the Contractor shall
remove any remaining lines on the poles, remove the poles and dispose of them off the
project site.
See attached "DETAIL A" in "EXHIBIT A for additional details. TWTC's
representative for this work is Bart Vanwey. He can be reached at (909) 4563693. All
notification to Mr. Vanwey shall be made in writing to the following:
TWTC
Attn: Bart Vanwey, Outside Plant Engineer
430 N. Vineyard Avenue, Suite #125
Ontario, CA 91764
7-2.02 PAYMENT The contract lump sum price paid for "TWTC
OVERHEAD TO UNDERGROUND CONVERSION" shall include full compensation
for doing all the work involved in the portion of the work related to conversion of the
overhead TWTC fiber optic line to underground, as shown in "DETAIL A", as directed in
this section and as directed by the Engineer, and no additional compensation will be
allowed therefor.
SP-17-2
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
ATTACHMENTS
TO
ADDENDUM NO. ONE
ADDITIONS
TO
EXHIBIT A
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
CITY OF HIGHLAND
STANDARDS
AND
INSURANCE PROCEDURES
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
2' CROSS CUT .?
PER STD DWG ~
NO EXIST PVMT SURFACE,
-- Y JOIN FLUSH
. EXISTING PAVEMENT THICKNESS
PLUS 0.08' OR AS SPECIFIED
ON PLAN
-
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OVERLAY LIMITS
TYP SECTION
....
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JOIN EXISTING PAVEMENT
AT CROSS CUT
EX PAVEMENT
JOIN FLUSH
NTS
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,..
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EDGE CUT PER
STD NO _
EXIST PAYMT
--
JOIN PAVEMENT EDGE
AT SA WCUT LINE
NTS
-
;",
JOIN LIP OF GUTTER
AT HEADER CUT
NTS
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z
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EXIST SURFACE
:/7TO REMAIN
I I
REMOVE <Ie DISPOSE
EXIST PAVEMENT SUR~, SAWCUT
SAWCUT <Ie J;-
REMOVE PAVMT l' MINr 2' MIN
EDGE CUT
, MIN
ti
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at::
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0.::;
H2-
BCR
STATION
TYPICAL COLD PLANING
& PAVEMENT REMOVAL LIMITS
SC"-E, ,".20'
N>PR<MD
nYNNR
CITY OF HIGHLAND
COLD PLANING
DETAILS
~
51 No.
205
, oF '
JUL-30-02 rUE 12:19 PM
FAX NO.
'0 2 2 7 6
P. 02/04
PIPe ol? CONI{t./IT
CONSTRUCTION NOTJ:~
G) EXISTING AC SHALL BE SAWCUT OR COLD PLANED FOR TRENCHING AND SHALL BE CLEAN AND
STRAIGHT PRIOR TO PERMANENT AC PLACEMENT.
@ BEDDING/SHADING ZONE PER UTILITY/AGENCY REQUIREMENTS AND SECTION 19-3.06, 'STRUCTURE
BACKFill,' OF THE CAL TRANS STANDARD SPECIFICATIONS.
CID BACKFilL SHAll BE IN ACCORDANCE WITH SECTION 19-3.06 OF THE CAL TRANS STANDARD
SPECIFICATIONS. (SEE CONSTRUCTION NOTE 5.)
@) CLASS II AGGREGATE BASE SHALL BE 6' MINIMUM THICKNESS OR MATCH EXISTING THICKNESS IF MORE
THAN 6',
@ IF TRENCH IS PERPENDICULAR TO STREET CENTERLINE (STREET CROSSING) OR IF TRENCH WIDTH IS
12' OR lESS, A 1.5 SACK CEMENT SLURRY BACKFILL IS REQUIRED.
@ TOTAL PERMANENT AC THICKNESS FOR TRENCH REPAIR SHALL BE l' THICKER THAN EXISTING AND 3,5'
MINIMUM.
fJ) IF THE EXISTING AC THICKNESS IS 3" OR LESS AND/OR THE TRENCH WIDTH IS BETWEEN 12" AND 24",
THEN THE FULL PERMANENT AC REPAIR AS DESCRIBED IN CONSTRUCTION NOTE 6 SHALL BE
EXTENDED TO l' OUTSIDE OF EACH EDGE OF THE TRENCH AS SHOWN,
~) GRIND EXISTING AC l' MINIMUM OUTSIDE OF EACH EDGE OF THE IRENCH AT A DEPTH OF 2", INLAY SAID
AREA WITH 2" OF AC, FLUSH WITH EXISTING ADJACENT AC SURFACE.
@ IF EXISTING CUREl AND GUTTER LIP, EP. AC BERM, ETC., IS WITHIN 2' OF THE EDGE OF TRENCH.
REMOVE EXISTING AC WITHIN THIS AREA AND INCLUDE IN REPAIR As DESCRIBED IN CONSTRUCTION
NOTE B.
([l) PERMANENT AC SHALL BE 1/2" MEDIUM, MAX.lAR-4000. 3/4" AR-4000 MAY BE USED IN LOWER LIFT ONLY.
CITY OF HIGHLAND
STREET CUT TRENCH REPAIR DETAIL (NTS)
JUL-30-02 rUE 12:20 PM
FAX NO.
02 276
p, 03/04
CERTIFICATE OF INSURANCE PROCEDURES
1. General Liability Insurance shall be a minimum of$1 million coverage.
2. City of Ilighland shall bo added as certificate holder and as additionally insured. See
attached sample endorsement for proper acceptable wording. Also, please note this
endorsement page will be attached to all certificatcs and must have an original
8uthOlized represcntative signature.
3. The "Cancellation" section orthe insurance certificate shall be revised to read "Should
any of the above de.~C/';bed policies he cancelled before the erpiralicm date thereof,
the is,wing compcmy wiff mail 3D-day written notice 10 the certificate holder named",
4. City ofI-lighland's Risk Manager will review all certificates of insurance; therefore,
please allow at least two working days for issuance of any construction/grading
permits.
5. The cel1ilic.1tes shall be mailed to . City of Highland, Engineering
Department, 27215 Dase Line, Highland, CA 92346.
REVISfc!) 06119/97
C:\WI'rxx::.<;\IIIGHLilNf7V'ROCDlIIIS.INS
JUL-30-02 TUE 12:20 PM
FAX NO.
'0 2 2 7 6
p, 04/04
SAMPLE ATTACHMENT
Policy Number:
Policy Holder:
TIllS ENOOnSl';MF,NT CHANGES TnE POLICY, PLEASE READ IT CAREFULLY.
ADDlTlONA1. INSURED"-OWm:U.S. LESSEES OR
CONmACTORS (FORM B)
This endorsement modifies insurance provided under the following:
Commercial General Liability Coverage Part.
Schedule
Name of Person or Organization:
City of Highland
Engineering Department
Altn: Elizabeth Hutchins
27215 DaseLine
I1ighland, CA 923116
CITY OF HIGHLAND'S INSURANCE
REQUIREMENTS SHOWN BELOW
RESPECTS: ALL OPERATIONS OF THE NAMED INSURED
(If no entlY appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WlIO 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" for that insnred
by or for you.
"Solely as respecls work done by and On beh.lfofthe named insured in the City, it is agreed Ihalthe
City or Highland .nd their omeers, agents, employees, and volunteers me added as additional
insured under Ihis policy and Ihe eOver.lge provided hereunder shall be primm)' insurance avuil.ble
to Ihe City ofHighlond, California, and lindeI' allY olher third party liability pnlicy.
Tl is furtll.r agreed Lhal Lhis insurance shall indemnify, defcnd, and hold harmless, the City of
I1ighlandallcllheir omcers, .genls, employees. and vohmlccrs from and againsL 'my and .1Iliilbilily,
loss, dilll\:lgC. expense, COS1$ (inCludinr. without hmitation costs 3ndfccs oflilig~lioll) of every IlOluTC
arising Ollt of or in eOl\ltccLion wilh the Contractors performance ofworl< hereunder or ils failure 10
comply wilh auy ortts oblillalions eontnined in Ule.grecnlCnl, except such loss ordilmage which lVas
caused by Ihe sole ucelieenee or willful misconduct of the City.
It is furlher agreed thai tile olher insurance conditions of the policy arc alllended tn confonu
Iherewirh. "
Authorized Signature
V;\Acbuin\WIIDOCS\lII(1111.ANl)\.~.'\MrJ..E INSURANcr'~wllcl
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02 27.5
TABLE OF CONTENTS
SPECIAL PROVISIONS NO. 10494
PART 1 - BID FORMS
PART 2 - GENERAL CONDITIONS
PART 3 - GENERAL INSTRUCTIONS TO BIDDERS
PART 4 - TECHNICAL SPECIFICATIONS
PART 5 - SUPPLEMENTAL GENERAL CONDITIONS
EXHIBITS
EXHIBIT A - CORE REPORT AND STANDARD DRAWINGS
EXHIBIT B - NOTICE OF REQUIREMENTS FOR AFFIRMATIVE
ACTION TO ENSURE EQUAL EMPLOYMENT
OPPORTUNITY (EXECUTIVE ORDER 11246 AND
41 CFR PART 60-4)
EXHIBITC - RESTRICTIONS ON LOBBYING-CERTIFICATION
REQUIREMENTS PER U.S.C. TITLE 31, CHAPTER
13 - SECTION 1352 (PUBLIC LAW 101-121, SECTION
319)
EXHIBIT D - MBE/WBE UTILIZATION UNDER FEDERAL
GRANTS, COOPERATIVE AGREEMENTS AND
OTHER FEDERAL FINANCIAL ASSISTANCE
(STANDARD FOR 334)
EXHIBIT E - EXCERPTS FROM THE CALIFORNIA LABOR CODE
RELATING TO APPRENTICES ON PUBLIC WORKS
EXHIBIT F - PREY AILING WAGES
AGREEMENT
02 276
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive
bids for:
STREET IMPROVEMENTS
OF
DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
in accordance with Special Provision No. 10494 on 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.
Said bids will be received up to the hour of 2:00 p.m. , on Tuesday.
AUGUST 6. 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.
All bids shall be signed, sealed and accompanied by cash, cashier's check,
certified check or bid bond made payable to the City of San Bernardino, in the
amount of ten percent (10%) of the bid. Such cash, check or bond shall be
given as a guarantee that the bidder will enter into the contract if awarded to
him. In the event the bidder refuses to execute said contract, the use by the
public of the improvements will be delayed, and the public will suffer great
damage. From the nature of the case, it would be extremely difficult and
impractical to fix said amount of damages. Therefore, the City and the bidder
agree that the above sum of 10% percent 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 underwritten by a surety
company appearing in U.S. Treasury-Circular 570.
02 216
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.
The Contractor shall pay the higher of the latest State or Federal Prevailing
Wage Determination.
The Contractor may substitute securItles 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 of race, creed, color, or national origin, as set forth in the provi-
sions 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
Specialty License(s) at the time the contract is awarded. The prime
Contractor shall perform, with his own organization, contract work
amounting to at least 50 percent of the contract price.
A non-mandatory Field Review Pre-Bid Meeting will be held for all
prospective bidders on Monday. July 29. 2002, at 2:00 P.M.. at the
northwest corner of Del Rosa Drive and Art Townsend Drive, in the
City of San Bernardino. All the prospective bidders are encouraged to
attend the field review and walk the project site. This meeting is to inform
MBEs/WBEs of subcontracting and material supply opportunities. Bidder's
attendance at this meeting is recommended, but the prime may certify that
02 276
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 45 working days from the date of
bid opening.
Plans and Specifications may be obtained from the City Engineer's Office,
third floor, City Hall, 300 N. "D" Street, San Bernardino, California 92418,
upon a non-refundable payment of $ 25.00 for each set.
CITY OF SAN BERNARDINO
/ "" 1,;' I~_ '/~;
-", /
_-( '-- J._~_/ L,~ ,____-; :'~ 1______
RACHEL CLARK
City Clerk
NOTICE TO ADVERTISE
SPECIFICATION NO: 10494
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATES: 7/17/02 and 7/22/02
(SECOND PUBLICATION FIVE DAYS LATER)
SIGNATURE:
DATE:
Part 1 - Bid Forms
.02 276
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
STREET IMPROVEMENTS
OF
DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
in strict conformity with Plans and Special Provisions No. 10494 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, 2000 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:
'02
216
Matich Corporation
P.o. Box SO,OOO
San Bernardino, Ca. 1I24U
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
1.
LS
TRAFFIC CONTROL at the Lump Sum
Price of
SN- 7}hIu.s./'lY"'i> J>ou-t>U
LS
/ <lY
c., 00()
2.
LS
MOBILIZA nON at the Lump Sum
price of
Fo.f.1J /)f1lus-+Jtl po~
LS
....
#~oa.Je
3.
LS
CLEARING and GRUBBING,
Unclassified Excavation, and LS
Unclassified Fill at the Lump Sum price
~-+h~USM\.d W~
n t~'f:J P24 ..e.tjh-ifj- .
tvvfS.
Lj()fllJ. 5~
( ...-
4.
1,437
TON ASPHALT CONCRETE PAVEMENT,
including Overlaying, Feathering,
Adjusting Water Valves, and Existing
Manhole Frame and Covers to Grade, at
11/J~ Hile P~~J
CJ"
35-
per TON
CJV
~~9S-
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO, 14094
JULY 29, 2002
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
Matich Corporation
P.o, Box 50,000
BID SCHEDULE San Bernardino, Ca. 112412
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL
10. 114 LF 6" PCC CURB and GUTTER, Type 2-'
"C",at -,,-
TWt!-Ivr) O-.Je- zx,~
A ..-0 FIFry ~ SV
per UN. FT. ..J, <{.22--
11. 13,290 SF PCC SIDEWALK, Case "A", at /70
O~e. j)OL.lA>< tl'rvV'O
ScV~ ~ ~~3.P"
per SQ. FT.
12. 1,973 SF PCC MEANDERING SIDEWALK, .;J 2-0'
Case "B", at
rw 0 Do L. (A-tt. r /'f.,..J /I ,r
SeJ6A'j -ftv~ CevvT7 per SQ. FT. ~q':;S-
.
13. 556 SF PCC COMMERCIAL DRIVEWAY Jf?}'
APPROACH, Type II, at
cl~1t'I Da~ <LV
per SQ. FT. 'i, <{lIf
14. 1,060 SF PCC CROSS GUTTER and 5~
SPANDREL (72" wide), at
Five t:t>L.~'.r A"".<1
-rw I!'rv1J -p(Ve ce:.-' r::r S; :Jc..~
per SQ. FT.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02
2~~
MlItIcII C4/1IOIBtIon
P.o. Box 50,000
San BenlIIrdIno, Ca. 112412
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL
20. 4 EA Install ROADSIDE SIGN on Single .,)/.0 tZ!J
Post, at
t:l6.wr thtf'/ tJ tze.'O /'Nvt)
f'tJ~ Dd L.J.-<YI-J if '/0 {/.!--
per EACH
21. I LS TRAFFIC SIGNAL MODIFICATIONS,
at the Intersection of Del Rosa Drive and LS
3'" Street at the Lump Sum price of
-Ftwtt; 7thJ<.<>.Ar-J ~ ]>0 u.+Jt. r ~"
~OJ()OO-
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
'0.2 2 115
MatIdl Corpo!atloft
P.o. Box 50.000
San Bernardino, Ca. 92412
BID SCHEDULE
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE
TOTAL
30. LS Remove and Cap EXISTING
IRRIGATION SYSTEM on Del Rosa LS
Drive at the Lump Sum price of
two ~u~".s~ ~,I!o>
')o/..J.J"pU
a.<
..:;. JOtJ
31.
10
EA EXISTING TREE to be Protected in
Place, at
7E>J j)o/.-UHU
/r
per EACH
fU,
/(10
32.
6
EA Prune and Lace OAK TREE as directed
by Certified Arborist, at
Fou./C Ifwvj)~ t Sd/6.r.) -hve-
D~/,..UJt./ .
~7~
per EACH
"').J5lJ~
33.
4
EA Skin entire Trunk of EXISTING PALM
as directed by LA. and City
Representative including disposal of
material, at .fV'I,(.-.l-!U"'dll-.J'O,4rJ~
]VC7 I'll/I!. ;;()~ per EACH
4~
"v
/,2uo
34.
10,970
SF WEED ABATEMENT at all Project
Planting areas, at
f'/" 7>o~$ Ar/I?
/1J~ /Iv/!:. ~
2--S"'
-0-
per SQ. FT.
('lI
",J, 7t./z:-
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
'0 2 2 1 {)
BID SCHEDULE
MldIdI Cotpo.....
P.o. Box 50,000
Soon Bernardino, Ca. 924U
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
ITEM
QUANTITY
UNIT
35,
331
LF
36,
44
TON
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
Furnish and Install 6" CONCRETE
MOW CURB per Plans, Details and
Specifications, at
$/~ ~.1 ~-? lWt:WTy
.,&'1 i/e C~ ~ per UN, FT
Furnish and Install 3" to 8"
DECORATIVE ROCK in Mortar Bed
per Plans, Details and Specifications, at
~ ;Jz.~,eE{) i 7l!:J.> ([)O~
,
per TON
UNIT
PRICE
TOTAL
c.~
?:J
~od-
~ ou
';;;/0-
0'-'
/3,> t. '10 -
37,
5
EA
Furnish and Install 24" BOX CRAPE
MYRTLE per Plans, Details and
Specifications, at
TWu tf1.</o/L7;e.d:) ~o? s/Y.:ry
Ftl/t:!: 'AJLVW.r per EACH
-zJ"'"
/'3Z~U
38,
89
EA
Furnish and Install 5 gallon ICEBURG
ROSE per Plans, Details and
Specifications, at
TI'rIfl:r'J d f'Je )10~
per EACH
5/~
~ 7S7tJj-
39,
88
EA
Furnish and Install 5 gallon BOTTLE
BRUSH per Plans, Details and
Specifications, at
7W~ ~ j)olMN
per EACH
~39~
-2, 02j''''-'
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
02 276
MatIdI OIIj)uolltlool
P.D. Box 50,000
BID SCHEDULE San Bemardlno, Ca. 92412
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH UNIT
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS PRICE TOTAL
40. 976 EA Furnish and Install I gallon DA YLIL Y q'i!!
per Plans, Details and Specifications, at
f'/lrJc :D~L<--ttl-f "-'4
fi:>~ ce:rVrT <IU
per EACH ~/7'/-
41. 582 EA Furnish and Install I gallon DWARF 'i?
LILY of the NILE per Plans, Details and
Specifications, at
/Jlo/t:! 7:>(I~ JY>/7) 5:J-9/J....
PI P'1) ce>-J17 per EACH ~
42. 93 EA Furnish and Install I gallon
ROSEMARY per Plans, Details and '1'J,.u
Specifications, at
,.J1f'J~ 1)o1,..'-"t7V J3?.P'-'
per EACH
43. 269 EA Furnish and Install I gallon STAR g5"
JASMINE per Plans, Details and
Specifications, at
tf/6:1h- 'j)o~.s i'r>-'4 .2 U(..5P
6-0J c~ per EACH
.
44. 937 EA Furnish and Install I gallon Ground gJ!'
Cover MYOPORUM per Plans, Details
and Specifications, at
a(Hr DoWlo4 WI} st-
fI~T'J c~ per EACH ,?,9C'l-
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
'02
';)";,""
iL " UJ
BID SCHEDULE
MlItidI CIotpOoIltlall
P.o. 8CIll 50,000
San BerMnlIno, QI. t3412
STREET IMPROVEMENTS
OF DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07 -49-02680.02
PLAN NO. 10494
DESCRIPTION OF ITEMS WITH
ITEM QUANTITY UNIT UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
45. 164 EA Furnish and Install 1 gallon Ground
Cover DWARF ROSE per Plans, Details
and Specifications, at
TWeu/e; ]l<JL-~r r->,.J P
FI Pry e-evT7 per EACH
j:J. f3
4.Y
.),0 SV
46. 1,175 SF Furnish and Install TURF (Sod) per
Plans, Details and Specifications, at _
(JtJe 2)ot..'-'Wt. _"
9N~ /'lIlE ce--'T7 per SQ.FT.
J~
1.r
J, '/(.1 -
47.
LS
Furnish and Install IRRIGA nON
SYSTEM per Plans, Details and LS
Specifications at the Lump Sum price of
1W~ -fIJC" 7}Ij)"'5.-1Wt> Ptll.l.All-r
ttJ.>
".:J5,ooi)
48.
LS
Provide a 90-DA Y MAINTENANCE
PERIOD for Entire Project Area at the LS
Lump Sum price of
";Wt! 7Jh1.c.l.....IWJ poLiArW
0"
'i oc()
49.
LS
Furnish and Install portions ofTWTC
OVERHEAD TO UNDERGROUND LS
CONVERSION per Plans, Details and
Specifications at the Lump Sum Price
of
ft.f'M:::tV 'flt-iA,5.FY--(J po~
....
/5i ooU
TOTAL BID $
Lf!i, L.fCn~
,
NOTE: The unit price must be written in words and also shown in figures.
The total price must be extended for eacb item of work
and the total of all bid items inserted in the space provided.
In case of a discrepancy between words and figures, the words shall prevail.
ADDENDUM NO. ONE
SPECIAL PROVISIONS NO. 14094
JULY 29, 2002
Matich Corporation
o 2 2 1 6 P.O. Box 50,000
San BernardInO. Ca. 112412
It is the understanding of the undersigned that the work hereinabove described shall be
commenced within 10 working days from the date of the "Nol1ce to Proceed", and shall be.
completed within ---ML working days from the date of said notice, as specified in Section 4 of these
SpeCIal ProvisJ,ons
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
.4
FIRM NAME: Matich r~tIoA
P.O. Box 50,000
BUSINESS ADDRESS: San Bernardino, Ca. 92413
SIGNATURE OF BIDDER: ~ ~
Euge BoIsvert 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
Matldl CorporatIon
Telephone No. ( p~ (909)825-9100
Cell Phone No. (
)
~ -(, - 02.
,2002
Dated:
BIDDERS ACKNOWLEDGEMENT OF ADDENDUMS:
ADDENDUM NO.1 ~Jt DATE: 1-~-o1...
ADDENDUM NO.2 DATE:
ADDENDUM NO.3 DATE:
ADDENDUM NO.4 DATE:
ADDENDUM NO.5 DATE:
'0,2 2 7 ~
CORPORATE RESOLUTION
At 0 meeting of the Board of Directors of MATICH CORPORATION, 0 California Corporation duly
called and held on the 19th day of February, 2001 , a quorum being present, the following
RESOLUTION was adopted:
"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, Secretory of MATICH CORPORATION hove compared the foregoing RESOLUTION
with original thereof, os 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 hove hereunto set my hand as such Secretory this 19th day of February 2001.
~A.~L
Patrick A. Matich, Secretary
MatIch ClOI...o.IItIaII
P.o. Ball 50,000
,... RArnantlnn rA. 024t,
BIDDER'S FIRM NAME
02 276
DESIGNATION OF SUB-CONTRACTORS
. In compliance with the provisions of Section 4100-4110 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 sub-contractor who will
perform work or labor or render service to the Contractor.
Name & Address
Under Which
Licensed
Agency & No. of
MBE I WBE CERT.
(if applicable)
Sub-Contractor's
Phone No.
Specific
Description
1. S/eUA ~h:-rf'ic
Y/I>r
<J~1 '18'1-1'{ Iv
"tlV~/"tC
2. :s"..'>~
IV\ P..E" C/ oU'it'(
qo~ S?9 -.:1953
3. flG..
0A-
fot 1J'I- 'fitJ9
wteol\dt
4. fe.5J:
?-I~(pe
tJ/~
9(j( C,$2.-Io'fl
5. :JTPrtVJ..c-y y€U.Uf tfl6e. C1" 00 q3!- 'l.
3l.3 ,SI-'f3(,J
5H?;'IUlA I""I'>P~
6.
Sub-Contract
Amount
qs..
Q9, tJ()O
.....
1'. (lOll
"...
lS;oor-
dO
lS,otAJ -
t>
~("O()IJ
ELez7'(UCA...--
1'~6r-'r
~,wCr
/..,A-{vo s V'ft? e
~ t {lL.lJI'lAf-J1:1
Lv~~
IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET
02 276
MatIc:Il Ql,~""
p.o. blO,GOO
San een..... c::a. 12412
WORKMEN'S COMPENSATION INSURANCE
CERTlFICA TlON
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 commending the
performance of the work of this contract.
Contractor:
NAME OF FIRM: MatlchCorporatlon
BY: ~I ~
TITLE:
Eugene Boisvert YICe P~nt
DATE:
f-t -0 1.-
(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.)
MatIdI QIrparMIcIt
P.o. Box 50,000
San Bernardino, ea. '2412
(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.)
02 27~
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 agreement, participated
in any collusion, or otherwise taken any action in restraint of free competitive
bidding in connection with such contract.
~I k;J
Eugene Boisvert VICe President
Signature of Bidder
Matich Corporation
P.O. BuA 5u,uuu
San BernardinO, Ca. 92412
Business Address
Place of Residence
Subscribed and sworn to before me this
(0 th day of Ltilgl t~t ,2002.
e ' - -.";-,' 6 ., . -. L 1>, ,""':0-';".' __~
, ~CH"STY A, ROc.,
I;.,. Comm. # 1196822
,'" so NOTARY PUB,LI,C' CALI,fORNIA O.
-01. ~. RiversideCllllnty.-
.~... My Comn'!, EXfI:;cs S&flt I~ ','(\) ~
.0;... ~ < ~~~~_,,",,*,,y....-.-o/__-~", ",.. -'_
Q.M~d1to-~dU9.fl~
Notary Public in and for the County of
~ Ih f\ VYlJ\ ell II 0
, State of California
My Commission expires on
~~ ri--S ;)...(1];)
1 '
Year
"0 22 7 6
MlltIdI 001...........
P.o. Box 50,000
San Bernardino, Ca. 112412
1352)
".'
CERTIPICATION REGARDING LOBBYING
(This Certification i. required pursuant to 31 D.S.C.
Certification for Contracts, Grants, Loans, and Coooerative Aoreements
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No rederal a~propriated funds have been paid or will be paid, by or on behalf of
the undersigned, to any person for influencing or attempting to influence an officer
or employee of any agency, a Kember of Congress, an officer or employee-of Congress,
or an employee of a Hember of Congress in connection vith the avarding of any rederal
contract, the making of any rederal grant, the making of any pederal-roan, the
entering into of any cooperative agreement, and the extension, continuation, renewal,
amendment, or modification of any Pederal contract, grant, loan, or cooperative
agreement.
(2) If any funds other than rederal appropriated funds bave been paid or vill be
paid to any person for influencing or attempting to influence L~ officer or employee
of any agency, a Heaber of Congress, an officer or employee of Congress, or aa
employee of a Hember of Congress in connection vitb this pederal contract, grant,
loan, or cooperatiVe agreement, the undersigned sball complete and submit
Standard rorm-LLL, .Disclosure of Lobbying Activities,. in accordance vith its
instructions.
(3) The undersigned shall require that the language of this certification be
included in the avard documents for all subavards at all tiers (including
subcontracts, subgraats, and contracts under grants, loans, and cooperative
agreements) and that all subrecipients shall certify and disclose accordingly.
This certification is a material representation of fact upon vhich reliance was
placed wnen this transaction vaS made or entered into. Submission qf this
certification is a prerequisite for making or entering into this transaction imposed
by section 1352, title 31, 0.5. Code. Any person vho fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not
more than ~100,000 for each such failure.
Statement for Loan Guarantees and Loan Insurance
The undersigned states, to the best of hi. or her knovledge and belief, that:
If any funds have been paid or will be paid to any person for influencing or
attempting to influence an officer or employee of any agency, a Kember of Congress,
an officer or employee of Congress, or an employee of a Member of Congress in
connection with this commitment providing for the Dnited States to insure or
guarantee S loan. the undersigned shall complete and aub~it Standard porrn-LLL,
.Oisclosure of Lohbying Activities,. in accordance with its instructions.
SUbmission of this statement is a prerequisite for making or entering into this
transaction imposed by aection 1352, title 31, U.S. Code. Any person who fails to
file the required statement shall be suhject to a civil penalty of not less than
$10,000 and not more than $100,000 for each such failure.
Matich Corporation
ORGAN!ZATIO~ Hk~t
A\I"-RD HUKBER
t -t-o"L
DATE
02 276
MatIc:h Cot..... dtIoft
P.O. Box 50,000
San Bernardino, Ca. 92412
-Approvea by OMS
0348.0046
DISCLOSURE OF LOBBYING ACTIVITIES
Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352
(See reverse for oublic burden disclosure.)
1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
o a. contract Oa. bid/offer/application o a. initial filing
b. grant b. initial award b. material change
c. cooperative agreement c. post-award For Material Change Only:
d. loan year quarter
e. loan guarantee date of last report
f. loan insurance
4. Name and Address of Reporting Entity: 5. If Reporting Entity in No.4 is a Subawardee, Enter Name
o Prime D Subawardee and Address of Prime:
Tier , if known:
Congressional District, if known: Conaressional District, if known:
6. Federal DepartmenUAgency: 7. Federal Program Name/Description:
CFDA Number, if applicable:
8. Federal Action Number, if known: 9. Award Amount, if known:
$
10. a. Name and Address of Lobbying Entity b. Individuals Performing Services (including address if
(if individual, last name, first name, MI): different from No. IDa)
(last name, first name, M/):
(anach Continuation Sheet(s) SF-LLLA, if necessary)
11. Amount of Payment (check all that apply): 13. Type of Payment (check all that apply):
$ o aelual o planned o 8. retainer
o b. one-time fee
12. Form of Payment (check all that apply): o c. commission
o a. ea.h o d. contingent fee
Db. in-kind; specify: nature o 8. deferred
value D 1. other; specify:
14. Brief Description of Services Performed or to be Performed and Date(s) of Service, including officer(s),
employee(s), or Member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) SF-LLLA, if necessary)
15. Continuation Sheet/sl SF-LLLA attached: OVa. DNa
16. Information requested through this forrn IS a~thorized by tille 31 US_G_ section Signature:
1352_ ThiS disclosure of lobbYing acllvllles IS a matenal representation of fact
upon Which reliance was placed by the lier above when this transaction was made Print Name:
or entered into This disclosure is reQuired pursuant to 31 USC 1352, This
inlormation will be reported to the Congress semi.annuany and will be availal:lle lor Title:
public inspection, Any person who fails to file the required disclosure Shall be
subject to a civil penally of not less that $10,000 and not more than $100,000 for
each such failure Telephone No.: Date:
Federal Use Only: I Authorized for Local Reproduction
Standard Form LLL (Rev. 7.97)
Matich CO! jMlI'IItIoII
P.O. Box 50,000
San Bernardino, Ca. 92412
INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES
02
276
This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal
action, or a material change 10 a previous tiling, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreementlo make
payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of
Congress, or an employeeof a Memberof Congress in connection with a covered Federal action. Use the SF.LLLA Continuation Sheet for additional information if
the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance
published by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter
the year and quarter in which the change occurred. Enter the date of the last previously submitted report by this reporting entity for this covered Federal
action.
4. Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification
of the reporting entity thaI designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee
of the prime is the 1 st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.
5. If the organization filing the report in item 4 checks "Subawardee; then enter the full name, address, city, State and zip code of the prime Federal
recipient. Include Congressional District, if known.
6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For
example, Department of Transportation, United States Coast Guard.
7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance
(CFDA) number for grants, cooperative agreements, loans, and loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request tor Proposal (RFP) number;
InvItation for Sid (IFS) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number
assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the awardlloan
commitment for the prime entity identified in item 4 or 5.
to. (a) Enter the full name, address, city, State and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influence the covered
Federal action.
(b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a). Enter Last Name, First Name, and
Middle Initial (Ml).
11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether
the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative
amount of payment made or planned to be made.
12. Check the appropriatebox(es). Check all boxes that apply. If paymentis made through an in-kind contribution, specify the nature and value of the in-kind
payment.
13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature.
14. Provide a specific and detailed description of the services thallhe lobbyist has performed, or will be expected to perform, and the date(s) of any services
rendered. Include all preparatOJyand related activity, not just time spent in actual contact with Federal officials. Identify the Federal official(s) or
employee{s) contacted or the otficer(s), employee(s), or Member(s) of Congress that were contacted.
15. Check whether or not a SF-LLLA Continuation Sheel(s) is attached.
16. The certifying official shall sign and date the torm, print his/her name, title, and telephone number.
According to the Paperwork Reduction Act, as amended, no persons are required to respond 10 a colleclion of information unless it displays a valid OMS Control
Number. The valid OMS control number for this information collection is OMS No. 0348-0046. Public reporting burden for this collection of information is
estimated to average 30 minutes per response, including time tor reviewing instructions, searching existing data sources, gathering and maintaining the data
needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to the Office of Managemenland Budget, Paperwork Reduction Project (0348-0046), Washington,
DC 20503.
02 276
MlItIdI CorporaIIoft
P.D. Boll 50,000
San Bernardino, Ca. 92412
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
Matich Corporation
as Principal, and
American Manufacturers Mutual Insurance Company
City of San Bernardino
as Surety, arc hereby
held and fumly boWld unto
asO\VNER
in the peaal sum of Ten Percent (10%) 9.f total amount bid
for the payment of which, weU and truly to be made, we her1:by joinlly and severally bind ourselves, successo~
and assigns.
Signed, this'
22nd
day of
July
2002
The COlldition of the above obligation ~ such that whereas the Principarhas submitted
to
City of San Berna~dino
a certain BID,
attached herelo and bereby made a part hereof to enter into a contracl in writing, for the
Project No.07-49-02680.02 - Del Rosa Drive and 3rdStreet at
the San Bernardino International Airport
NOW, THEREfORE,
(a) If said BIO sball be rejected, or
(b) If said BID shall be accepted and the Principal shilll execute and deliver a contract in the Form of
Contr.lct attached hereto (properly completed in accordance with said BID) and shall furnish a
BOND for his faithful performance of $llid contracl, and for the payment of all pe~ons performing
labor or furnishing materials in connection therewith. and shall in all other respects perform the
agreement created by the acceptance ~f said BID
then this obligation shall be void, otherwise the same shall remain in force and-effec!. it being expressly
unde~tood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event. exceed
lhe penal amount oflhis obligation as herein Slated.
CONTRACT DOCUMENTS FOR CONSTRucnON OF
FEOEAAll Y ASSIST"ED WATER IV<O SEIIII\':R PROJEcrS
DOCUMENT NO. .
610 eONO PAGE 1 OF l
02 276
Matidl CcII1ICntlon
P.o. Box SO,OOO
San Bemardlno, Ca. 112412
The Surety, for value ~ivcd. hereby stipulates and agrees that the obligations of said Surety and its BOND
shall be in no way impaired or affected by any extension Of the lime within which the OWNER may accept
such DID; and said Surety does hereby waive notice of any such extension.
fN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of
them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed
by their proper officers, the day and year first set forth above.
Matich Corporation
~;z:r
(L.S)
By
Eugene BoIsvert Vice President
American Manufacturers Mutual Insurance Company
Surely
B}': <... ~~ ~P/U"..-1-/
Jane {(epner, Attorney-in-Fact
INfl'ORT ANT-Surety companies executing BONDS must appear on the Trca5ury Peplll1JTlenfs most curTent
list (Circular 570 as amended) and be authorized to transact business in the stale where the proj""t is lor.ated.
DOCUMrtlT NO. .
8ID 80ND PAGE 7 OF 2
02 276
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
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to be the person(s) whose name(s) is/are
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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.
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Reorder: Call ToIl.Free 1-800-876-6827
Though the information below is not required by law, it may prove valuable to persons relying on fhe document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Tille or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Number of Pages:
Capacity(ies) Claimed by Signer
Signer's Name:
.
Top of thumb here
o Individual
o Corporate Officer - Title(s):
o Partner - 0 Limited 0 General
o Attorney-in-Fact
o Trustee
o Guardian or Conservator
o Other:
Signer Is Representing:
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C 1999 National Notary Associalion. 9350 De Soto Ave.. P,O. 80~ 2402. Chatsworth, CA 91313.2402' wwwnationalnota'Y_org
Prod. No, 5907
CALIFORNIA ALL-PURPOSE A( 'OWLEDGMENT
I
State of California
02 216
MIItIcIl CoI1xntlon
p.o. Box so,q ,5907
County of Orange
On 7/~..;,?/~
, DATE
personally appeared
before me, Nanette Myers, Notary Public
NAME, TITLE OF OFFICER - E.G., "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.
IZI personally known to me - OR - 0
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WITNESS my hand and official seal.
'JunLCb-~
SIGN RE 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
o INDIVIDUAL
o CORPORATE OFFICER
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o LIMITED
o GENERAL
o PARTNER(S)
IZI
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o
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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
@1993NATIONAlNOTARYASSOCIATlON'8236RemmetAve., P.O. Box 7184. Canoga Park, CA 91309.7184
02 216
Matich ColpOI1ItIon
P.o. Box SO,OOO
sari Bernardino, Ca. 92412
POWER OF ATTORNEY
Know All Men By These Presents:
That the Lumbermens Mutual Casually 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, 1966 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:
"VOTBJ, 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 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, 1966:
"VOTBJ, 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, 1986 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.
Part 2 - General Conditions
02 276
GENERAL CONDITIONS
t. Definitions
2. Additional Instructions and Delail Drawings
3. Schedules. Reports and Records
4. Drawings and Specificalions
5. Shop Drawings
6. Materials. Services and Facilities
7. Inspection and Testing
8. Substitutions
9. Palents
10. Surveys. Permits. Regulalions
11. Prolection 01 Work. Properly. Persons
lZ. Supervision by Contraclor
13. Changes in the Work
14. Changes in Contract Price
15. Time lor Completion and Liquidated Damages
16. Correction of Work
1. DEFINITIONS
1.1 Wherever used in Ihe CONTRACT DOCU-
MENTS. the lollowing terms shall have Ihe meanings
indicated which shall be applicable to both the singular
and plural the real:
I.Z ADDENDA-WriUen or graphic instruments is.
sued prior 10 the execution of the Agreement which
modily or inlerprel the CONTRACT DOCUME/'Ii,S.
DRAWINGS and SPECIFICATIONS. by additions. de.
letions. clarifications or corrections.
1.3 BID - The ofler 0" proposal 01 the BIDDER sub-
mitted on the prescribed lorm seuing lorth the prices
lor the WORK 10 be performed.
1.4 BIDDER-Any person. firm or corporation sub.
miUing a BID ror lhe WORK.
1.5 BONDS-Bid. Performance. and Payme,,1 Bonds
and other instruments of security. furnished by the
CONTRACTOR and his surety in accordance with the
CONTRACT DOCUMENTS.
1.6 CHANGE ORDER-A wrillen order to the CON.
TRACTOR authorizing an addition. delelion or revision
in the WORK '.vilhin the general scope 01 the CON.
TRACT DOCUMENTS. or aUlhorizing an adjustment in
Ihe CONTRACr PRICE or CONTRACT TIME.
1.7 CONTRACT DOCUMENTS-The contract. in.
c1uding Adverlisement For Bids. Information For Bid-
ders. BID. Bid Bond. Agreement. Payment Bond. Per.
formance Bond. NOTICE OF AWARD. NOTICE TO
PROCEED. CHANGE ORDER. DRAWINGS. SPECIFI.
CATIONS. and ADDENDA.
1.8 CONTRACT PRICE-The total monies payable 10
Ihe CONTRACTOR under lhe terms and conditions 01
Ihe CONTRACT DOCUMENTS.
1.9 CONTRACT TIME-The number or calendar
days stated in lhe CONTRACT DOCUMENTS for Ihe
complelion 01 the \\IORK.
1.10 CONTRACTOR - The person. firm or corpora.
tion with whom Ihe OWNER has executed the Agree.
ment.
1.11 DRAWINGS-The pari or the CONTRACT
DOCUMENTS which show the characterislics and
scope of Ihe WORK to be performed and which have
been prepared or approved by lhe ENGINEER.
CONTRACT OOCUIolENTS FOR CONsntUCTION OF
FEDERAl.lY ASSISTED WATEr AND SEwER PROJECTS
17. Subsurlace Conditions
18. Suspension of Work. Terminalion and Delav
19. Payments 10 Contraclor .
ZOo Acceptance or Final Payment as Release
21. Insurance
22. Contract Security
Z3. Assignments
Z4. lndemnilicalion
Z5. Separate Conlracls
Z6. Subcontracting
Z1. Engineer's Aulhority
Z8. Land and Righls-ol.Way
Z9. Guarantv
30. Arbilratlon
31. Taxes
1.12 ENGINEER - The person. firm or corporation
named as such in the CONTRACT DOCUMENTS.
1.13 FIELD ORDER -A wriUen order eflecting a
change in the WORK not involving an adjustment in
lhe CONTRACT PRICE or an extension of the CON.
TRACT TIME. issued by the ENGINEER to the CON-
TRACTOR during construclion.
1.14 NOTICE OF AWARD-The wrillen no lice of the
acceptance 01 the BID I rom the OWNER 10 the success-
ful BIDDER.
1.15 NOTICE TO PROCEED-Wrillen communicalion
issued by the OWNER 10 lhe CONTRACTOR authoriz.
ing him to proceed with the WORK and establishing lhe
dale 01 commencement 01 Ihe WORK.
1.16 OWNER-A public or quasi-public body or
authority, corporation. association. partnership. or in-
dividual lor whom Ihe WORK is 10 be performed.
1.17 PROJECT-The underlaking 10 be perlormed as
provided in lhe CONTRACT DOCUMENTS.
1.18 RESIDENT PROJECT REPRESENTATIVE-The
aulhorized represenlalive of Ihe OWNER who' is as-
signed to the PROJECT sile or any part thereol.
1.19 SHOP DRAWINGS-All drawings. diagrams. i1-
lustralions. brochures. schedules and olher data which
are prepared by the CONTRACTOR. a SUBCONTRAC-
TOR. manufaclurer. SUPPLIER or distribulor. which
ilIuslrate how specific portions 01 Ihe WORK shall be
labricated or inslalled.
I.ZO SPECIFIC.UIONS -A part of the CONTRACT
DOCUMENTS con,islin~ 01 wrillen descriplions of a
technical nature or materials. equipment. construction
systems. standards and workmanship.
1.21 SUBCOl'o:TRACTOR -An individual. firm or
corporation ha.....inlil a direct C:Jntract with the CO:-.J-
TRACTOR or wilh anv olher SUBCONTRACTOR ror
Ihe perlormance of a p~rt or the WORK althe ,ile.
I.ZZ SUBSTANTIAL COMPLETION-That dale as
cerlified bv the ENGINEER when Ihe construclion of
Ihe PROJECT or a spec,lied pari thereof is sulficienlly
completed. in accordance with Ihe CONTRACT DOCU.
ME'l/TS. so Ihal Ihe PROJECT or specilied pari can be
utilized ror Ihe purposes ror which il is intended.
1.23 SUPPLEMENTAL GENERAL CONDlTIONS-
OocurneN No. 11
Genetal Condilions: Pao- , of .
ModiHc3tions to Ceneral Conditions required by a
Federal axency for parlicipalion in the PROJECT and
approved by the agency in wriling prior to inclusion in
the CONTRACT DOCUMENTS. or such requirements
that mav be imposed by applicable stale laws.
1.24 SUPPLIER-Any person or organization who sup-
plies malerials or equipmenl for the WORK.. including
thai fabricaled 10 a special design. bUI who does nol
perform labor althe sileo
1.25 WORK-All labor necessary 10 produce the con-
struction required by Ihe CONTRACT DOCUMENTS.
and all malerials and equipment incorporaled or 10 be
incorporated in Ihe PROJECT.
1.26 WRITTEN NOTICE-Any notice to any party of
Ihe Agreement relative to any part of Ihis Agreement
in writing and considered delivered and the service
Ihereof compleled. when posled by certified or regis-
lered mail 10 Ihe said parly al his lasl given address.
or delivered in person to said parly or his authorized
representative on Ihe WORK.
2. ADDITIONAL INSTRUCTIONS AND DETAIL
DRAWINGS
2.1 The CONTRACTOR may be furnished addilional
inSlruclions and detail drawings. by Ihe ENGINEER.
as necessary 10 carry out Ihe WORK required by the
CONTRACT DOCUMENTS.
2.2 The additional drawings and instruction thus
supplied will become a part of Ihe CONTRACT DOCU.
MENTS. The CONTRACTOR shall carrv oUllhe WORK
in accordance wilh the addilional delail drawings and
instructions.
3. SCHEDULES. REPORTS AND RECORDS
3.1 The CONTRACTOR shall submil 10 Ihe OWNER
such schedule of quanlilies and COSIS. progress sched-
ules. payrolls. reports. estimates. records and other
dala where applicable as are required by Ihe CON-
TRACT DOCUMENTS for Ihe WORK 10 be performed.
3.2 Prior to the first partial payment estimate the
CONTRACTOR shall submil conslruction progress
schedules showing the order in which he proposes to
carryon the WORK. including dales at which he will
start Ihe various parts of lhe WORK. eslimaled date of
complelion oC each part and. as applicable:
3.2.1. The dales at which special detail drawings
will be required: and
3.2.2 Respective dates for submission oC SHOP
DRA\VI"CS. Ihe beginninx oC manuCacture. the lestinR
and lhe installation of malerials. supplies and equip-
menl.
3.3 The CO:o.1TRACTOR shall also submll a schedule
of paymenls Ihal he anticipates he \\'ill earn durin)lllhe
course ollhe \VORK.
I
\
~. DR.~\VI.\1GS .~,'I;D SPEClfICATIO.\1S
n The inlenl oC Ihe DRA\\'I:o.1CS and SPECIFICA.
TIO:o.1S is ,hat ,he CO:'-lTRACTOR shall r urn ish .11
labor. materials. lools. equipment and transportalion
necessary for Ihe proper execution or Ihe \\'ORK in
accordance with the CONTRACT DOCUMENTS and .11
incidental work necessary 10 complete Ihe PROIECT
in an acceplable manner. ready ror use. occupancy or
opera lion by .he OIVNER.
Document No. 11
c:;.,.,.. eonolhons: Pao. 2 of ,
02 '/76
4.2 In case or conflict belween .he ORA WINCS .nd
SPECIFICATIONS. ,he SPECIFICATIONS shall go\'ern.
Figure dimensions on DRAWINGS shall xovern over
scale dimensions. and delailed DRAWINCS shall
govern over general ORA WINGS.
4.3 Any discrepancies round belween lhe DRAW.
INGS and SPECIFICATIONS and sile condilions or
any inconsislencies or ambiguities in IhE' DRAWINGS
or SPECIFICATIONS shall be immediate y reporled 10
the ENGINEER, in writinx. who shall promp.ly correcl
such inconsistencies or ambiguilies in writing. WORK
done by Ihe CONTRACTOR after his discovery or such
discrepancies. inconsistencies or ambiguities shall be
done allhe CONTRACTOR'S risk.
5. SHOP DRAWINGS
5.1 The CONTRACTOR shall provide SHOP DRAW-
INGS as may be necessary for the prosecution or .he
WORK as required by Ihe CONTRACT DOCUMEi'<'TS.
The' ENCINEER shall promplly review all SHOP
DRAWINGS. The ENGINEER'S approval or any SHOP
DRAWINC shall nol release the CONTRACTOR rrom
respontibility ror deviations rrom Ihe CONTRACT
DOCUNrENTS. The approval oC any SHOP DRAWING
which subslanliallv deviales from the requiremenl of
Ihe CONTRACT DOCUMENTS shall be evidenced by a
CHANGE ORDER.
5.2 When submilled ror Ihe ENGINEER'S review.
SHOP DRAWINGS shall bear Ihe CONTRACTOR'S
certificalion lhal he has reviewed. checked and
approved Ihe SHOP DRAWINCS and Ihal Ihey are in
conformance with the requiremenls or lhe CONTRACT
DOCUMENTS.
5.3 Portions or Ihe WORK requiring a SHOP DRAW-
ING or sample submission shall nol begin unlit the
SHOP DRAWING or submission has been approved by
Ihe ENGINEER. A copy oC each approved SHOP
DRAWINC and each approved sample shall be kepi in
good order by the CONTRACTOR al Ihe sile and shall
be available 10 Ihe ENGINEER.
G. MATERIALS. SERVICES AND fACILITIES
6.1 II is underslood that excepl as otherwise speciri-
ca1h' slilted in Ihe COi\'TRACT DOCUME;<.;TS. Ihe
CONTRACTOR shall provide and pay ror all malerials.
labor. lools. equipment. water. light. power. Iranspor.
lalion. supervision. lemporary conSlruction of any
nature. and all olher services and facilities of anv
nalure whalsoever necessary 10 execule. complete. and
deliver the \YORK wilhin Ihe specilied lime.
6.2 Maleri:lls and equipment shall lJe so slored as to
insure Ihe preservalion of Iheir qualily and fitness ror
the WORK. Stored malerials and equipment 10 be in.
corporated in the \YORK shall be localed so as to r acili-
late prompt inspectlon.
6.3 ~tanur;'lctured articles. malerials and equipmenl
sh.1I be applied. ,nst.lled. connected. erecled. used.
eleaned and condilioned as direcled by the manuCac-
turer.
6..a Malerials. supplies and l?quipmenl shall he in
accordance wilh samples s';:.'~'l1ed by the CONTRAC.'
TOR and .pproved by Ih. ~:..;::,EER.
6.5 Maleri;lls. supplies or ':."J'Jlpmenl 10 be incorpor-
ated inlO the \VORK ShOll! !lOt ne purchased b,.. Ihe
CONTRACTOR or the SUBCONTRACTOR subiecl 10 a
chanel mortgage or under a conditional sale conlract or
olher agreement by which an interest is retained by the
seller.
7. INSPECTION AND TESTING
7.1 All materials and equipment used in the construe-
lion 01 Ihe PROfECT shall be subjecl 10 adequale in.
spection and testing in accordance with generally ac-
cepted standards. as required and delined in lhe CON.
TRACT DOCUMENTS.
7.2 The OWNER shall provide all inspeclion and lesl.
ing services not required by Ihe CONTRACT DOCU.
MENTS.
7.3 The CONTRACTOR shall provide at his expense
the Cesling and inspection services required by the
CONTRACT DOCUMENTS.
7.4 II lhe CONTRACT DOCUMENTS. laws. ordi.
nances. rules. regulations or orders of any public
aulhority having jurisdiclion require any WORK 10
specilically be inspected. lesled. or approved by some.
one other lhan the CONTRACTOR. the CONTRACTOR
will give the ENGINEER Iimely nolice 01 readiness.
The CONTRACTOR will lhen Curnish the ENGINEER
the required cerhficates of inspection. testing or ap.
proval.
7.5 Inspections. lests or approvals by the engineer
or olhers shall not relieve Ihe CONTRACTOR Crom
his obligalions to perCorm the WORK in accordance
with Ihe requiremenlS of Ihe CONTRACT DOCU.
MENTS.
7.6 The ENGINEER and his representatives will al
all limes have access to Ihe WORK. In addilion.
authorized represenlatives and agents oC any partici.
paling Federal or slale agency shall be permitted 10
inspect all work. malerials. payrolls. records of per.
sonnel. invoices of materials. and other"relevant data
and records. The CONTRACTOR will provide proper
Cacilities for such access and observation of the WORK
and also for any inspection. or lesting thereof.
7.7 If any WORK is covered contrar\' to the written
inslruction~ of Ihe E~GINEER it must: if requesled by
Ihe ENGINEER. be uncovered for his observalion and
replaced allhe CONTRACTOR'S expense.
7.8 If the ENGI1'o:EER considers it necessary or ad-
visable Ihal covered WORK be inspecled or 1"S1ed by
olhers.the CONTR"C.iOR. al Ihe ENGINEER'S request.
will uncover. expose or olherwise make available for
obsen'ation. inspeclion or teslinR as the ENGINEER
. may require. that portion of the \VORK in queslion.
furnishinR all necessary labor. materials. 10015. and
equipment. If it is iound thai such \VORK is defeclive.
Ihe CO;\;TRACTOR will bear all Ihe expenses of such
unco\'erln~. exposure. observation. inspecrion and
leSlinlt: and of satisfactory reconslruction. If. howe,,'er.
such WORK is nOI iound 10 be defecll\'e. Ihe CON-
TRACTOR will be allowed an increase in Ihe CON.
TR.~CT PRICE or an extenSIon of Ihe CONTRACT
TI~IE. or both. diredy allribulable 10 such unco\'ering.
exposure. observ.ll1on. inspeclion. teslin~ and recon-
Slruction and an app'opnale CHANGE ORDER shall
be issued.
8. SUBSTITUTlO.-:S
8.1 Whenever a material. article or piece of equip-
02 2?S
ment is idenlified on Ihe DRAWINGS or SPECIFICA.
TIONS by reference 10 brand name or cataloJltue num-
ber. iI shall be understood thai this is referenced for
Ihe purpose of definin~ the performance or other sali-
ent requiremenrs and Ihat other products of equal
capacities. qualily and funclion shall be considered.
The CONTRACTOR may recommend Ihe SUbSlilution
of a material. article. or piece of equipmenl of equal
substance and (unclion for those referred 10 in lhe
CONTRACT DOCUMENTS by reference 10 brand
name or catalogue number. and if. in Ihe opinion of the
ENGINEER. such male rial. article. or piece of equip-
ment is of equal subslance and funclion 10 Ihat speci-
fied. Ihe ENGINEER may approve ils subSlitution and
use b\' Ihe CONTRACTOR. Anv cosl differenlial shall
be d~duclible from Ihe CONTRACT PRICE and Ihe
CONTRACT DOCUMENTS shall be appropriately
modified by CHANGE ORDER. The CONTRACTOR
warrants .hat if subslitules are approved. no major
changes in lhe funclion or general design of Ihe PROJ-
ECT will result. (ncidenlal changes or extra componenl
parts required to accommodate the subslilute will be
made by Ihe CONTRACTOR wilhoul a change in the
CONTRACT PRICE or CONTRACT TIME.
9. PATENTS
9.1 The CONTRACTOR shall pay all applicable
rovalties and license fees. He shall defend all suits or
claims for infringement of any palent rights and save
Ihe OWNER harmless from loss on account Ihereof.
excepl that Ihe OWNER shall be responsible Cor anv
such loss when a particular process. design. or the
product of a particular manufacturer or manueaelurers
is specified. however if Ihe CONTRACTOR has reason
10 believe Ihat Ihe design. process or producl specified
is an infringement of a palenl. he shall be responsible
for such loss unless he promptly gives such informa-
tion to Ihe ENGINEER.
10. SURVEYS. PERMITS. REGULATIONS
10.1 The OWNER shall furnish all boundar\' surve\'s
and e..ablish all base lines for localing the 'princip'al
componenl pariS of Ihe WORK togelher with a suilable
number of bench marks adjacenl 10 Ihe WORK as
shown in the CONTRACT DOCUMENTS. From Ihe in-
Cormation provided by Ihe OWNER. unless olherwise
specified in Ihe CONTRACT DOCUMENTS. Ihe CON-
TRACTOR s"-II develop and make all delail surveys
needed (or construction such as stoR.e stakes. bauer
boards. stakes for pile locations and other working
points. lines. elevations and cut sheets.
10.2 The CONTR.~CTOR shall carefully preserve
bench marks. reference points and Slakes and. in case
of willful or careless deSlruClion. he shall be charged
.....Ith the resultlO~ expense and shall be responsible for
any mislakes rhat may be caused b... their unnece~sar\'
loss or dislurbance. . .
10.3 Permils and licenses of a temporary nalure
necessary for Ihe proseCUllon of Ihe IVORK shall be
secured and paid for b\' lhe CONTRACTOR unless
olherwise slaled in Ihe'SUPPLElI.IENTAL GENERAL
CONDITIONS. Permils. licenses and easements for
permanen! structures or permanent changes in existing
Cacililies shall be secured and paid for by Ihe OWNER.
unless o.herwise spec.f.ed The CONTRACTOR shall
gh'e all notices OInd comply \'\,-ilh all laws. ordinances.
rules and regulations beannli! on the conduct o( the
WORK as drawn and spec.ried. If the CONTRACTOR
Oocumenl No.1 1
G.....'., CondlhonS: Pag. 3 aI 9
observes that the CO:>-'TRACT DOCUMENTS are al
variance therewith. he shall promplly nolify Ihe ENGI-
NEER in writing. ane any necessary chanRes shall be
adjusled as provided in Section 13. CHANGES IN THE
WORK.
11. PROTECTION Of WORK. PROPERTY AND
PERSONS
11.1 The CONTRACTOR will be responsible for
inilialing. maintaining and supervising all safely pre.
caulions and programs in conneclion wilh Ihe WORK.
He will take all necessary precautions for lhe safely
of. and will provide the necessary prolection to prevenl
damage. injury or loss 10 all employees on lhe WORK
and other persons who may be aHected thereby. alllhe
WORK and all malerials or equipmenl to be incorpor-
aled therein. whelher in slorage on or off lhe site. and
other property at the sile or adjacenl Iherelo. includ-
ing trees. shrubs. 13\'I.'n5. walks. pavements. roadways.
structures and utilities not designated for removal. relo-
cation or replacement in the course of construction.
11.2 The CONTRACTOR will comply with all appli.
cable laws. ordinances. rules. reRulations and orders of
any public body ha\'ing jurisdiclion. He will erect and
maintain. as required by lhe conditions and prORre.. of
the WORK. all necessary safeguards for safely and
protection. He will nOlify owners of adjacent utilities
when prosecution of Ihe WORK may aHect Ihem. The
CONTRACTOR will remedy all damage. injury or loss
10 any property caused. directly or indirectly, in
whole or in part. by the CONTRACTOR. any SUBCON-
TRACTOR or anyone direclly or indireetly emplo~'ed
by any of Ihem or an!'one for whose aCIs any of Ihem
be liable. excepl dama~e or loss allributable 10 Ihe
fault of the CONTR.~CT DOCUMENTS or to Ihe acls
or omissions of Ihe OWNER or the ENGINEER or
anyone employed by either of them or anyone for
whose acls eilher of Ihem may be liable. and not
allribulable. direetlv or indireclh", in whole or in
parI. 10 Ihe faull or negiiRence of Ih. CONTRACTOR.
11.3 In emer~encies arreclin~ the safety of persons or
the \\'ORK or properly al the sile or adjacent (hereto.
the CONTRACTOR. v".ithoul special instruction or
aulhorization from Ine ENGINEER or OWNEiR. shall
act 10 prevent threalened damalZe, injury or loss, He
will ~i"e Ihe E:-':GI:-:EER prompt WRITTEN NOTICE of
any si~nHicant chan.'!:es in the WORK or deviations
from the CONTRACT DOCUME:l:TS caused thereb\'.
and a CHA:-':GE ORDER shalllhereupon be issued co~-
ering the chang:es ana deviations io,,'oh'ed.
12. SUPERVISIO.\: BY CO.\1TRACTOR
'1:!,1 The CO:'-:TR.-\C70R will supen'ise and direct the
\\'ORK, He will ue solely responsihle for the mt!ans,
methods" techniques, sequences and procedures of
conSlrUClion. The CC"TR.~CTOR will employ ilnd
maintain on Ihe \\'O~K a qualified supt!rvisor ur Super-
inlendent who shall ha';e been desillnalt!d in wrilink! b\.
Ihe CO:-:TRACTOR ilS ,he CO:-:TR,'\L.iOR'S represen.
lati\'e at the site. "he supen'isor shidl ha\"(~ full authOfl.
1\' to acl on hehillf of ,he CO:\TR,\CTOR ilncl ;,11 cum-
municallons Jl!\'en to Ih~ SUpCf\"ISOr shall bt! <IS hindink!
as If ~i"en to Ihe CO:,i'RACTOR. The super\'isur shilll
be presenl on Ihe'sile at all times as required 10 per.
Corm adequate 5upl.:'r\lsion and coordlnallon uf Ihe
WORK.
13. CHM.CES 1.\1 THE WORK
13.1 The O\\'i\ER rr.ay al any time..15 loe need .lrlSeS,
Qoc.umenl No 11
wnet'al Condlllons: P.ag. 4 01 ,
{l2
? 7!:i
1.- ,
order changes .within the scope 01 Ihe WORK Wilhoul
invalidating the Agreement. If such chanRes increase or
decrease lhe amounl due under Ihe CONTRACT
DOCUMENTS, or in Ihe lime required for performance
oIlhe WORK. an equitable adjuslment shilll be author-
ized by CHANCE ORDER.
13.2 The ENGINEER. also. may al any lime. by issuing
a FIELD ORDER. make changes in Ihellelails of the
WORK. The CONTRACTOR shall proceed wilh the
performance of any changes in lhe WORK so ordered
by Ihe ENGINEER unless lhe CONTRACTOR believes
Ihat such FIELD ORDER entitles him to a change in
CONTRACT PRICE or TIME. or bOlh. in which e\'enl
he shall give the ENGINEER WRITTEN NOTICE lhere-
of wilhin seven (71 days aher the receipl of the ordered
change. Thereafter the CONTRACTOR shall documenl
Ihe basis for lhe chanRe in CONTRACT PRICE or
TIME within thirly (301 days. The CONTRACTOR shall
nol execute such chan~es pending Ihe receipl of an
executed CHANGE ORDER or furlher instruclion from
Ihe OWNER.
14. CHANGES IN CONTRACT PRICE
14.1 The CONTRACT PRICE mav be chan~ed on'" bv
a CHANGE ORDER. The value 01 an,' WORK covereil
bv a CHANGE ORDER or of an\' clai;" lor increase or
decrease in Ihe CONTRACT PRICE shall be determined
by one or more of the followinR melhods in the order
of precedence lis led below:
(a) Unit prices previous.ly appro,'ed.
(bl An aRreed lump sum.
(c) The actual cost for labor. direcI overhead. ma.
~erials. supplies. equipment. and other services neces~
sary 10 complete Ihe work. In addilion Ihere shall be
added an amounl 10 be aRreed upon but not to exceed
fifteen (151 percenl of the actual cost of the WORK 10
cover the cas I or general overhead and profit.
15. TIME fOR COMPLETION AND LIQUIDATED
DAM,"CES
15.1 The dale of beRinnin~ and Ihe lime for comple-
tion of Ihe WORK are essenlial conditions of Ihe CON-
TRACT DOCUMENTS and Ihe WORK embraced shall
be commenced on a dale specified in the NOTICE TO
PROCEED.
15.2 The CONTRACTOR will proceed wilh the WORK
at such raCe of pro~ress to insure rull completion with.
in Ihe CO;\;TRACT TI/l.IE. II is e'pressly underslood
and aRreed. by and belween Ihe CO:-rfRACTOR and
Ihe OWNER. thai the CO:-':TRACT TI:>'lE for Ihe com-
pletion of the \\'ORK described herein is a reasonable
time. lakinJi( into consideration lhe a\'era~e c1imalic
and economic condilions and other factors pre\"ailing
in Ihe local ill' of ,he WORK.
15.3 II Ihe CONTRACTOR shall 1~i1 10 complele Ihe
WORK within Ihe CO:--:TR..\CT TI:>'IE. or eXlension uf
lime ~ranled b\' the OWNER. Ihen the CONTRACTOR
will pay 10 the OWNER lhe amounl for liquidated dam.
a)l!es as speCified in the OlD for each calend.1:r dil\' Ihat
Ihe CO:-.1TR..\CTOR shilil be In default i1fler Ihe' lime
stipulaled in Ihe CONTRACT OOSU:VIENTS.
15.~ The CO;\;TRACTOR shall not be char~ed Wllh
liquidated ciama~cs or 010\' cxr:l:~" cost when Ihe dela\'
in complellon or the \\ciRK ., '.Iue 10 Ihe rullow,n~.
and Ihe CO~TR..\CTOR hil' ;"-..i"h ~1\'en \\'RITTE:-:
:-":OTICE uf sllch delay io the U\\\:ER or E:'\:CI~EER.
t5.~.l To any prererence. pflonly or allocation
order duly issued by the OWNER.
15.4.2 To unforeseeable causes beyond the con.
trol and withoul lhe lault or negligence 01 lhe CON-
TRACTOR. including bUI not reslricted 10. acls 01 God.
or 01 Ihe public enemy. acts 01 lhe OWNER. acts 01
another CONTRACTOR in Ihe perlormance 01 a con-
tracl with the OWNER. lires. lIoods. epidemics. quar-
antine restrictions. strikes. (reight embargoes. and
abnormal and unloreseeable wealher: and
15.4.3 To anv delays 01 SUBCONTRACTORS
occasioned by any 01 lhe causes specilied in para-
graphs 15.4.1 and 15.4.2 ollhis arlicle.
16. CORRECTION OF WORK
16.1 The CONTRACTOR shall promplly remove Irom
Ihe premises all WORK rejected by Ihe ENGINEER lor
lailure to comply wilh the CONTRACT DOCUMENTS.
whether incorporated in the construction or not. and
lhe CONTRACTOR shall promplly replace and re-
execute Ihe WORK in accordance with the CONTRACT
DOCUMENTS and without expense to Ihe OWNER
and shall bear Ihe expense 01 making Rood all WORK
01 other CONTRACTORS destroyed or damaged by
such removal or replacemenl.
16.2 All removal and replacemenl WORK shall be
done al Ihe CONTRACTOR'S expense. II lhe CON-
TRACTOR does nol lake aclion to remove such re-
jected WORK wilhin len (101 days aller receipt 01
WRITTEN NOTICE. the OWNER mav remove such
WORK and slore Ihe malerials al Ihe -expense 01 Ihe
CONTRACTOR.
17. SUBSURFACE CONDITIONS
17.1 The CONTRACTOR shall promplly. and belore
such conditions afe disturbed. except in the event of
an emergency. nolily lhe OWNER by WRITTEN
NOTICE 01:
17.1.1 Subsurlace or lalent physical condilions al
Ihe sile dillerinR malerially Irom Ihose indicated in Ihe
CONTRACT DOCUME:-iTS; or
li.1.2 Unknown ph~'sical conditions at the sileo
of an unusual nalure. differing materially from those
ordinarily encountered and aene;-ally recoRnized as
inherenl in WORK 01 the characler provided lor in lhe
CONTRACT DOCUMENTS.
17.2 The OWNER shall promptly invesligale Ihe con-
dilions. and if he finds that such conditions do so
materiallv dirrer and cause an increase or decrease in
the cost or. or in the time required (or. performance
or lhe IVORK. an equilable adjuslment shall be made
and Ih. Cm,TRACT DOCU:-1ENTS shall be modifi.d
by a CHA:-':GE ORDER. Any claim of Ihe CO:-':TRAC.
TOR for adjuslmenl hereunder shall not be allowed
unless he has ~ivcn the required WRITTE:" :-':OTlCE,
pro\'lded that the O\V:"\ER may. if he determines Ihe
facls su justify, conslf.ler and adlusl any such claims
asserted before Ihe dale uf final paymenl.
18_ SUSPE.\'SrO.\! OF \YORK. TER.\ll.VATlO.\! AND
DELA Y
18.1 The OW:-':ER ma\' suspend ,he WORK or On\'
porllon thereof for a period of not more than nin~l~
d3~,s or such further lime as a~r~cd upon by Ihe CO~.;'.
TRACTOR. I". \\'RITTE:--': ;o.;OTICE 10 Ih. CO~TRACT.
OR .nd .he E;'o,;GI:--':EER wh.ch nollee sh.1I fi, lhe dil'.
on wh.ch \vURK shall be r.sumed. The CO~TRACTOR
02 276
will resume thaI WORK on lhe dale so lixed. The
CONTRACTOR will be allowed an increase in lhe
CONTRACT PRICE or an eXlension of Ihe CONTRACT
TIME. or both, directly allributable to any suspension.
18.2 II Ihe CONTRACTOR is adjudged a bankruPI
or insolvenl. or if he makes a general assi~nment for
Ihe benefit of his creditors. or if a trustee or receiver is
appoinled lor Ihe CONTRACTOR or lor any of his
property. or il he files a pelilion to lake advanlage of
any deblor's act. or 10 reorganize under the bankruplCy
or applicable laws. or il he repealedly lails to supply
sullicienl skilled workmen or suitable malerials or
equipmenl. or il he repealedly lails to make prompl
paymenls 10 SUBCONTRACTORS or lor labor. maleri-
als or equipment or if he disregards laws. ordinances.
rules. regulalions or orders of any public body ha\"ing
jurisdiclion ollhe WORK or if he disregards the aulhor-
itv 01 Ihe ENGINEER. or il he olherwise viol ales an\'
p~ovision 01 the CONTRACT DO~UMENTS. lhen Ihe
OWNER mal'. wilhoul prejudice 10 any olher right or
..remedy and after giving the CONTRACTOR and his
surely a minimum of len (10) days Irom delivery 01 a
WRITTEN NOTICE. lerminale .he services 01 the CON-
TRACTOR and lake possession 01 the PROJECT and 01
all materials. equipment lools. construction equip.
menl and machiner\" thereon owned b\" the CONTR,\C-
TOR. and linish the WORK by 'whaiever method he
may deem expedient. In such case the CONTRACTOR
shall not be entitled 10 receive any Curther payment
until the WORK is linished. If Ihe unpaid balance 01
Ihe CONTRACT PRICE exceeds lhe direct and indirect
cosls 01 complelinR Ih. PROJECT. including compensa-
lion for additional professional services. such e:c.cess
SHAl.l. BE PAID TO THE CONTRACTOR. If such coslS
exceed such unpaid balance. Ihe CONTRACTOR will
pay Ihe diHerence 10 lhe OWNER. Such cosls incurred
by Ihe OWNER will be del ermined by lhe ENGI:\EER
and incorporaled in a CHANGE ORDER.
18.3 Where the CO~TRACTOR'S services have been
so lerminaled b\' Ihe OWNER. said lermination shall
nol alfect an\" right of the OIVNER a~ainsl Ihe CON-
TRACTOR Ihen existing or which may thereafter ac-
crue. Any retenlion or p;!;ymenl of monies by the
OWNER due the CO~TRACTOR will nOI release the
CONTRACTOR Irom compliance wilh Ihe CO~TRACT
DOCUMENTS.
18.4 Aller len 1101 days Irom delivery 01 a WRITTEN
NOTICE to the CONTRACTOR and the ENGI:-':EER.
.he OWr-.:ER may. \....ilhout cause and without prejudice
10 any other ri~hl or remedy. elect to abi1ndon Ihe
PROjECT and terminate the Contract. in such case.
lhe CO:-iTRACTOR shall b. paid ror all WORK c<e-
cuted and any expense sustained plus reason..lJle
prolil.
18.5 If. throu~h no aCI or r.ult ollhe CO:-':TRACTOR.
Ihe WOR" is suspended for a period of more lhan
nine'" 1901 uu\"s UV lhe O\VNER or under an order o(
court" or olh~'r p~l.Jhc aUlhurit\', or the E:\:GI~~EER
rails to OlCI on Olny rC4u~st fur 'p~ymcnt within thirty
IJOt days aflcr it is submlllcd. or Ihe O\VNER Luis 10
po\" lh. CONTR.~CTOR suhsl,nl..dl\' the sum .ppru\,'.d
by rhe E\:GI:-':EER or O)\\'.,mJed 1.)\; OJrbitralors within
thirty 1301 uays of its appro\'af and preSenl.lllOn,
Ihen Ihe CONTRACTOR mal'. afler len 1101 Jays rrom
deli\'ery of a II'RITTE:-': NUTlCE lu Ih. O\V~ER and
lhe E:--':CI:\EER. lermln.'. the CO:-':TRACT .nd re-
cover rrom .he OIl'NER p.~menl lor all WORK e,e-
Oocumel\l No t 1
Genetli. ConG.llOns. PliV. S Of'
culed and all expenses suslained. In addition and in
lieu of lerminaling the CONTRACT. if Ihe ENGINEER
has failed 10 acl on a request for payment or if Ihe
OWNER has failed to make any paymenl as aforesaid.
Ihe CONTRACTOR may upon len 1101 days 'Hillen
notice 10 the OWNER and the ENGINEER stop the
WORK unlil he has been paid all amounls Ihen due. in
which evenl and upon resumplion of Ihe WORK.
CHANGE ORDERS shall be issued for adjusting Ihe
CONTRACT PRICE or eXlending the CONTRACT
TIME or both to compensale for the costs and delavs
anributable 10 the stoppaKe of the WORK. .
18.6 If the performance of all or any portion of the
WORK is suspended. delayed. or inlerrupled as a re-
suh of a failure of the OWNER or ENGINEER 10 aCI
within Ihe time specified in Ihe CONTRACT DOCU-
MENTS. or if no lime is specified. wilhin a reasonable
lime. an adjuslmenl in the CONTRACT PRICE or an
extension of th~ CONTRACT TIME. or bOlh. shall be
made by CHANGE ORDER 10 compensate the CON-
TRACTOR for the costs and delavs necessarilv caused
by the failure of the OWNER or ENGINEER. .
19. PI1 YMENTS TO CONTRACTOR
19.1 At least len (10) days before eacn progress pay-
ment falls due [but nol more often than once a month).
the CONTRACTOR will submilto the ENGINEER a par-
lial payment eSlimate filled oul and signed by the CON-
TRACTOR covering Ihe WORK performed during the
period covered by the parlial payment eslimate and
supporled by such dala as the ENGINEER mav reason-
ably require. If payment is requesled on the' basis of
materials and equipment not incorporated in Ihe
WORK bUI delivered and suitably slored at or near Ihe
sile. the partial paymenl eslimate shall also be accom.
panied by such supporting data. satisraclory to the
OWNER. as will eSlablish Ihe OWNER's IiIle to the ma-
terial and equipmenl and protect his interesl therein.
including applicable insurance. The ENGINEER will.
within len (10/ days afler receipt of each partial pay-
ment estimate. either indicate in writing his approval of
payment and present the partial payment estimate to
the OWNER. or relurn Ihe parlial payment eslimate 10
the CONTRACTOR indicating in wriling his reasons for
refusinJl to approve payment. In Ihe latter case. the
CONTRACTOR may make the necessary corrections
and resubmil the partial payment estimate. The OWN.
ER \\..ill. within len (10) days of presentation 10 him of
an approved partial paymenl estimale. pay the CON-
TRACTOR a progress paymenl on Ihe basis of the ap-
proved parlial payment estimale. The OWNER shall re-
I?in.len (lUJ percent or Ihe amount or each payment un-
III fmal complelion and acceptance of all work covered
by .he CO:>':TRACT DOCU~lENTS. The OWNER at anv
lime. however. aCler fHty (501 percenl of the \NORK
has ~een .compleled. if he Hnds that safisfactory pro~.
ress IS bean$! made. sh~lI reduce relainOlJ(e to five f5":~ I
percen! on Ihe Currenl ilnd remiJinlnJ: eSlimales. \\'hen
Ihe \~'C:>RK is subslantially complete (operational or
beneficial occupancy). the retained amount mav he
further reduced below fa.e 151 percent 10 onh: Ihat
amounl necessary to assure complelion" On completion
and acceptance of a pari of Ihe WORK on which ,he
price is staled separ.lelv .n the CONTRACT DOCU-
MENTS. payment may be made In lull. includin~ reo
tained percenlaRes. less authorized deduclions. .
19.2 The requesl for payment may also include an
allowance for the COSI of such major marcrlals and
Document No. 11
Ganefal Cona'hGn5. Page 6 01 ,
02 276
equipment which are sUllahly stored eilher alar
Ihe site. near
19.3 Prior 10 SUBSTA:>.:TIAL COMPLETlO:>':. the
OWNER. with the approval of the ENGIi\:EER and with
the concurrence of Ihe CONTRACTOR. ma\' use .0\'
compleled or subslanliillly compleled porlions of lhe
WORK. Suc;h use shall no! constitute an acceptance or
such porlions 01 Ihe WORK.
19.~ The OWJl:ER shall have Ihe riRhl 10 enler Ihe
premises Cor the purpose of doing work not covered b\.
the COlliTRACT DOCUMENTS. This pro\'ision shail
not be construed as relievinR the CONTRACTOR of Ihe
sole responsibilily Cor the care and proteclion of the
WORK. or the reSloralion 01 any damaRed WORK ex-
cepl such as may be caused by: agenls or employees of
the OWNER.
19.5 Upon completion and acceptance of the WORK.
the ENGINEER shall issue a certificale anached to the
final payment request thai Ihe WORK has been ac.
cepted by him under the condilions of Ihe CO"'TR.~CT
DOClitdENTS. The enlire balance found to be due the
CONTRACTOR. including the retained percentaRes. but
excepl such sums as mav be lawfulh- relained b\. the
OWNER. shall be paid '10 Ihe CONTRACTOR \~ilhin
thirty 1301 days of complelion and acceptance of Ihe
WORK.
19.6 The COr-.'TRACTOR will indemnih' and save Ihe
OWNER or Ihe OWNER'S agents harmless from .11
claims growing out of the lawful demands of SUB-
CONTRACTORS. laborers. workmen. mechanics. ma.
lerialmen. and furnishers oC machinery and parts
thereof. equipmenl. tools. and all supplies. incurred in
the furtherance of the performance of the \\'ORK. The
CONTRACTOR shall. al Ihe OWNER'S request. furnish
satisfactory evidence thai all obli~alions or the na:ure
designaled above have been paid. discharged. or
waived. If the CONTRACTOR fails 10 do so the O\\'N-
ER may. afler hav'ing nOlified the CO:\:TR....CTOR.
eilher par unpaid bills or Wilhho!d from the CO:--:.
TRACTOR'S unpaid compensation a sum of mane\'
deemed reasonably sufficienl to p~y i:lny and all suc;h
lawCul claims unlil satisCaclor\' evidence is Curnished
Ihal all liabilities have been Cully dischar~ed where-
upon paymenl 10 Ihe CO:-iTRACTOR shall be resumed.
in accordance wilh the terms of Ihe CONTR....CT
DOCUMENTS. but in no '''enl shall lhe prodsions of
this sentence be construed to impose any obll~alions
upon Ihe OWNER In eilher Ihe CONTRACTOR. hiS
S~relY, or any lhird parly. In payinJt an~. unpaid
bdls of Ihe CONTRACTOR. anr paymenl so made b,.
the OWNER shall be considered as a pa\"menl mad.e
under the COi\:TR....CT DOCUMENTS bv ihe O\\':\ER
10 rhe CONTRACTOR and Ihe OWNER shall nOI be
liable to Ihe CONTR,ICTOR for anv sucn pa\menlS
made," Rood fallh. '.
19.7 If the O\.\'NER fJils IO'make paymenr lharly (3DJ
days afler approval b... Ine E.\:GINEER. in OJdditJon 10
other remedies avoulable :l) !h,~ CONTRACTOR. lhere
shall be added 10 each suer. pa\"menl inleresl al Ine
maximum le~al ri\l~ cammenc!!lC .on Ihe firsl dav aCler
said paymenr is due anci conllnulng unlil the parment
is received br the '.::'"J:\"7?:..1.C-:-OR.
20. A.CCEPTA.NCE Of" FINAL PAYMENT AS
RELEASE
20.1 The acceptance by the CONTRACTOR of final
paymenl shall be and shall operale as a rele.se 10 the
OWNER of all claims and allliabilitv 10 the CONTRAC-
TOR olher Ihan claims in stated amounls as mO\' be
specifically excepled by the CONTRACTOR lor all
things done or lurnished in connection with this WORK
and lor every act and neglecl 01 the OWNER and olhers
relaling to or arising out 01 this WORK. Any payment.
however. final or otherwise. shall not release the
CONTRACTOR or his sureties lrom any obliRalions
under ihe CONTRACT DOCUMENTS or Ihe Perlorm-
ance BOND and Payment BONDS.
21. INSURANCE
21.1 The CONTRACTOR shall purchase and maintain
such insurance as will prOlect him Crom claims sel forlh
below which may arise out 01 or result lrom the CON-
TRACTOR'S execution 01 the WORK. whether such ex-
ecution be by himsell or by any SUBCONTRACTOR
or by anyone directly or indirectly employed by any'
olthem. or by anyone lor whose acts any oC them ma\'
be liable: .
21.1.1 Claims under workmen's compensation.
disability benefit and other similar employee benefit
acts:
21.1.2 Claims Cor damages because 01 bodih'
injury. occupational sickness or disease. or death 0.(
his employees:
21.1.3 Claims lor damages because 01 bodily in-
jury. sickness or disease. or death or any person other
Ihan his employees:
21.t.~ Claims Cor damages insured by' usual per-
sonal injury liability coverage which are sustained (11
by any person as a result of an orrense directly or in-
directly relaled to the employmenl of such person bv
the CO:o.:TRACTOR. or (21 by any other person; and .
Zl.1.5 Claims for dama~es because of injury to or
destruction of tanRibie property. including loss oC use
resulling therefrom.
21.2 Cerlific..tes of Insurance acceplable 10 the O\VN.
ER sh.1I be filed with the O\\":o.:ER prior to commence.
ment of Ihe WORK. These Certificiltes sh..1I contain a
pro\'ision thai Coveril.lZeS ilCCordt:d under Ihe policies
\,"ill not be cancelled unles~ 31 :~asl fifteen 1151 da\'s
prior \\'RITTE:o.: :o.:OTICE has been ~i\'en 10 ,he UW:,;.
ER.
21.3 The CO;,O;TR....CTOR sh.1I procure .nd maint.in.
at his own "'pense. uur,"~ "he CONTR....CT TI~IE. Ii.
abilitr insurance as hereinafter speCified:
21.3.1 CONTRACTOR'S Ceneral Public Liabilitv
and Property Dama~e Insur3nce includin~ \'ehic1~
covera~e issued to ,he CONTRACTOR and proteclina
him from all claims for person..1 iniur)". including
dealh. and all claims lor destruclion of or dam'~e 10
prOperly. nisin,:: oul or or in conneclion wilh any
02 276
oper'lions under the CO;'o;TRACT DOCUMENTS
whelher such operatiuns be by himself or bv a :
SUBCO;\'TRACTOR under him. or anyone direct". ~~
,ndlrectly employed by the CONTRACTOR or b,. a
SU.BCONTRACTOR under him. Insurance shall' be
wrltlen wilh a limil of liability of not less Ihan 5500.000
lor all damaRes. arisin~ Oul 01 bodily injury. including
death. at any time resulllng lherefrom. suslained bv
anyone person in anyone accident; and a limil o"r
liability 01 not less Ihan 5;00.000 aggregate lor an,.
such da~aRes sustained by two or more persons in any
one aCCident. Insurance shall be wriuen wilh a limit
of liability oC nOI less lhan 5200.000 for all properly
damage sustained by anyone person in anyone acci-
dent: and a limit of liability of not less Ihan 5200.000
aggregate lor any such dam aRe sustained by Iwo or
more persons in anyone accidenl.
21.3.2 The CONTRACTOR shall acquire and
maintain. if applicable. Fire and Extended CoveraRe
insurance upon the PROJECT 10 the lull insurable
value thereoC Cor the benefit 01 the OWNER. the CON.
TRACTOR. and SUBCONTRACTORS as their in teres I
may appear. This provision shall in no way release the
CONTRACTOR or CONTRACTOR'S surely Crom obli.
galions under Ihe CONTRACT DOCUMENTS 10 Cully
complete the PROJECT.
21.~ The CONTRACTOR ,hall procure and maintain.
at his own expense. durin~ the CONTRACT TIME. in
accordance with the pro\'isions of Ihe laws of the
stale in which the \vork is performed. Workmen"s
Compensation Insurance. including occupational
disease provisions. lor all of his employees at the site
01 the PROJECT and in case any work is sublet. the
CONTRACTOR shall require such SUBCONTRACTOR
similarly 10 provide Workmen's Compensation Insur.
ance. including occupational disease provisions (or aU
of the latters employees unless such employees are
covered by the protection afforded by the CONTRAC.
TOR. In case any class of employees engaged in haz.
ardous work uilder Ihis contract at the sire of the
PROJECT is not protected under Workmen's Compen.
satlon statute. lhr CONTR.~CTOR shall provide. and
shall cause each SUBCONTRACTOR 10 provide. ade.
quate and suitable insurance for the proteelion of his
employees nol olherwise prolected.
21.5 The CONTRACTOR shall secure. il applicable.
"AII Risk" type Builders Risk Insurance lor WORK to
be performed. Unless specifically authorized bv the
OWNER. (he amount or such insurance shall not be
less than the CO:o.:TRACT PRICE totaled in lhe BIO.
The policy shall co\'er nOl less than the losses due 10
fire. e:\:plosion. hail. li~h[nlne" vandalism. malicious
mischief. wind. collJpse. riol. ,J1rcrafl. and smoke dur.
inR lhe CO;<'!TR.~CT T1~IE. ond unlil the WORK is
accepled by the OWNER. The Dolic,. sholl name as the
insured ,he CONTRACTOR. the E~CINEER and the
OWNER. .
22. CONTRACT SECLiR!T',
22.1 The CONTR..\CTOR ,r..d withIn ten (101 days
alter Ihe rec..p' of the NOTiCE OF .~\\'ARD lurnish
the O\\':\ER wilh a Performance Bond and a Pavmenl
Bond in penal sums equal 10 :r.;? amount of Ihe 'CON.
TRACT PRICE. conditioned upon Ihe perlormance by
OocutTtenl No.1'
1":..--.-. "'__"_0.__. "'--.1019
Ihe CONTRACTOR 01 all undertakings. covenants.
terms. conditions and agreements of the CONTRACT
DOCUMENTS. and upon Ihe prom pi payment by Ihe
CONTRACTOR to all persons suppl~ing labor and
materials in the prosecution ollhe WORK provided by
Ihe CONTRACT DOCUMENTS. Such BONDS shall be
execuled by the CONTRACTOR and a corpora Ie bond-
ing company licensed to tra~sact such business in
Ihe stale in which the WORK tS 10 be perl armed and
named on lhe currenl lisl 01 "Surety Companies Ac-
ceplable on Federal Bond'" as published in Ihe Treas-
ury Deparlmenl Circular Number 570. The expense 01
Ihese BONDS shall be borne by the CONTRACTOR.
II al an~ time a surely on an~ such BOND is declared
a bankrupl or loses its righl 10 do business in lhe slale
in which lhe WORK is 10 be perlormed or is removed
Irom Ihe Iisl 01 Surel~ Companies accepled on Federal
BONDS. CONTRACTOR shall within len (10) days
aller no lice Irom lhe OWNER 10 do so. subslitule an
acceplable BOND (or BONDS) in such lorm and sum
and signed b~ such olher surely or sure lies as may be
salislaclory 10 the OWNER. The premiums on such
BOND shall be paid b~ Ihe CONTRACTOR. No lurther
paymenls shall be deemed due nor shall be made unlil
Ihe new surelv or surelies shall have lurnished an
acceptable BOND to the OWNER.
23. ASSIGNMENTS
23.1 Neilher lhe CONTRACTOR nor Ihe OWNER
shall sell. transler. assign or olherwise dispose 01 lhe
Contract or any porI ion thereof. or of his rilCht. title or
interest therein. or his obliJlations thereunder. without
written consent of the other party.
24. INDEMNIFICATION
24 I The CO:-.rrRACTOR will indemnilv and hold
h;rmless Ihe OW;-';ER and the ENGINEER and Iheir
allents and employees from and aMains. all claims.
damiJ)!es. losses and expenses includinR attorney's
fees arisin)! out of or resulting from Ihe performance
01 Ihe WORK. prodded Ihal any such claims. dama~e.
luss or expense is attributable to bodily injury. sick.
ness. disease or death. or 10 injury 10 or destrucllon of
Iiln)!ihle property includin)! the loss of use resultinl(
therefrom: .lOd is cilused in whnle or in part by any
nej.!liJ.!ent or willful act or omission of the CONTRAC.
TOR. and SlJBCU:-.:TR....CTOR. anvone direct". or in.
directly employed hy Hn~. f.!f them or anyone for whose
acts any uf them m;'IY be liable.
~~.: In an\' and all claims t1J!ainsl the O\V:\iER or Ihe
E~GI:\:t:ER'. ur ilny of their ilJl!ents or employees. hy
any employee <If Ihe CO:\TR....t:TOR. any SUUCO:-':.
TRACTOR. .Inyune directly llr indirectly employed
h\" an\' of them. ur .lnnJne fllr whose m:ts am' uf them
~a\' I~e Ii.thle. the ind"emnificatiun uhliJ.!;lliun- shall nul
he 'limih~d In .In\ \";1\ 11\- am limitalion un Ihe i.lmUunl
or type uf dam.,-I.!cs_ cnn~pen~allun or l)t~ncrits pil~'<Ihle
,,, ur fur Ihe CO:-':TR..\CTOR <lr ;,nc SlJIICO:\TR..\C.
TOH. untler wlJrkml.:n's cuml'cns;lIi(;n ;,lctS. cJiSilhilil\'
ht!ndll ,ilcts ur nlht!r empluyee l)f~nclits .11;15. .
~~"J The uhlil.!;lIll1n of Ihe CO:\TR:\CTOR uncler this
p;ar;I!.!r..ph shill! nlll c:c.lend 10 the Iiilhilily uf the
E~CI'C:ER, his il~cnlS IIf empluYllCS Olrisinl.! uul uf the
prC'lOIr~llOn or .Ippro\",d of milllS. DR:\\\'IXGS. upini.
eJnS. reporls. sun'cys. CH/\:'\:GE URDERS. desil!ns ur
SPECIFlt:.\TIU:\S.
";. Sf;P.'IR..\TF. CO.\:TRACTS
~5.1 Th~ U\\"~ER rC$er\'~s the riJ(hl to I~I ulher con.
Ooeumcn' No 1 1
Gl!:MI~1 Ccno'hQl"lS: Pollge 8 01 9
02 276
Iracts in conneclion with Ihis PROJECT. The CON.
TRACTOR shall aHord olher CONTRACTORS reason.
able opportunity ror Ihe introduction and Slora~e or
Iheir malerials and Ihe execulion 01 Iheir WORK. and
shall properl~ connecl and coordinale his WORK wilh
theirs. U the proper execution or results of Olny part of
the CONTRACTOR'S WORK depends upon Ihe WORK
01 anv olher CONTRACTOR. lhe CONTRACTOR shall
inspecl and prompll~ reporl 10 Ihe ENGINEER any
delecls in such WORK Ihat render il unsuitable lor
such proper execulion and results.
25.2 The OWNER may perlorm additional WORK re-
laled to Ihe PROJECT by himsell. or he may let olher
contracts conlnininli: provisions similar ID these. The
CONTRACTOR will allord lhe olher CONTRACTORS
who are parlies 10 such Conlracts (or Ihe OIVNER. il
he is perlormin~ the addilional WORK himsell). rea-
sonable opporlunity for the inlroduction and storOllle
or materials and equipment and Ihe execulion of
WORK. and shall properly connecl and coordinale his
WORK with Iheirs.
25.3 11 Ihe perlormance 01 additional WORK by other
CONTRACTORS or the OWNER is nol noted in the
CONTRACT DOCUME,\ITS prior In Ihe ..eculinn 01
Ihe CONTRACT. writlen nOlice thereol shall hc ~iven
to Ihe CONTRACTOR prior 10 slarlin~ any 5uch addi-
lional WORK. 11 Ihe CONTRACTOR heliec'cs Ihal the
perlormance of such additional WORK hy Ihc OWNER
or others involves him in addilional expense or cnlilies
him to an eXlension of Ihe CONTRACT TIME. hc may
mOlke a claim (herdor as provided in Seclions l-i and
15.
26. SUBCONTRACTING
26.1 The CONTR....CTOR may ulilize Ihe services ul
speCIally SUBCO:\TRACTORS on Ihose pariS ul Ihe
WORK which. under normal contraclinJl prOlctices. are
perlormed by specially SUBCONTRACTORS.
26.2 The CONTRACTOR shall not award WORK 10
SUBCONTRACTORlsl. in excess 01 !illy (50'.. I percenl
of Ihe CONTRACT PRICE. wilhoul prior wrillen ap-
jlroval ollhe OWNER.
26.3 The CONTR....CTOR shall be lully responsihle 10
the OWNER lor the aCIS and omissicns 01 his SUB-
CONTRACTORS. and 01 persons eilhe, directly or in-
direclly employed by Ihem. as he is fur the ilCls nnd
omissions or persons directly employed by him.
26.4 The CONTRACTOR shall cause appropriale pro.
visions 10 h~ inserted in all suhcontracls relati\'e 10 the
WORK to bind SUOCO~TRACTORS 10 the CO:-':TR/\C-
TOR hv the terms 01 Ihe CONTRACT DOCU~IENTS
insolar' as applicahle 10 Ihe WORK 01 SUllCU:-':TRAC.
TORS and In J(ive th~ CO:o\TRJ\CTOR Ihe same power
as re~ard~ terminalinJi! any suhcnntract thul the OWN.
ER mol\" exerclst: uver the CO:\"TR.-\CTOR under an\"
prtlvisi~n uf Ihe CO~TR/\CT DUCU~IE:\TS. .
:':'6":' ~UlhinJ! t:onlilincd in this CO:"\:TRACT shall ere.
<lIe .IOY (:onlr,lctu;d relilliun ht:lween any ~l1BCO~.
TRACTOR .lnd Ihe UWNER.
,.
.,.
ENGI:'iEER"S AUTHORITY
27.1 The E:-,jGI:\EER shall aCI as thc OW;\lER.S r"pre-
scntilll\"C dunn!&! the cun~lrllCllCln perind. lie :th.dl Lie.
citle (ItlCSllllnS \\.hlt:h m;l\" "risc OIS III qualily and ,I'~.
cepl.llli1il\ tlf millen.lls' furnlsheu ,lOll \\"OHK pl.:(.
formed. lit: ~halllnlerprcllhe inlent ur Ihe CU\:TRACT
OOCLJ"-tE;\;TS in a fair anLi unhia~cd manner, Th~
ENGINEER will make visils 10 the si.e and determine il
Ihe WORK is proceeding in accordance with .he CON-
TRACT DOCUMEKTS.
27.2 The CONTRACTOR will be held strictly to lhe in-
lenl of Ihe CONTRACT DOCUMENTS in regard 10 Ihe
quality of materials. workmanship and execution of the
WORK. Inspeclions mal' be made al Ihe faCIOr)' or fab-
rication planl of lhe source of malerial supply. _
27.3 The ENGINEER will no' be responsible for lhe
construction means. controls. techniques. sequences.
procedures. or construction safety.
27.4 The ENGINEER shall promplly make decisions
rei alive to inlerprelalion of Ihe CONTRACT DOCU-
MENTS.
28. LAND AND R/GHTS-OF-WA Y
28.1 Prior to issuance of NOTICE TO PROCEED. Ihe
OWNER shall oblain all land and rights-of-way neces-
sary for carrying out and lor Ihe completion 01 the
WORK to be perl armed pursuant 10 the CONTRACT
DOCUMENTS. unless olherwise mUlually agreed.
28.2 The OWNER shall provide to Ihe CONTRACTOR
inlormation which delineales and describes the lands
owned and rights-ol.way acquired.
28.3 The CONTRACTOR shall provide al his own ex-
pense and wilhoul liability 10 Ihe OWNER .ny .ddi-
lional land and access Iherelo Ihal Ihe CONTRACTOR
may desire for temporary construction facilities. or (or
stora~e of malerials.
29. GUARANTY
29.1 The CONTRACTOR shaUllua,anlee all malerials
and equipmenl lurnished and WORK perlormed lor a
period alone (11 year lrom the dale 01 SUBSTANTIAL
COMPLETION. The CONTRACTOR warrants and l!uar-
anlees Cor a perioo or one (1) year from the date or
SUBSTANTIAL COMPlETIO:-; of Ihe $\'S1em Ihal lhe
compleled sySlem is lree lrom all d..lects due 10
faully malerials or workmanship and lhe COlli'TRAC-
TOR shall promplly make such corrections as may be
02 276
necessar)' by reason or such defects includin~ the re.
pai~s of any damage 10 olher paris DC the syslem re.
sulllng from such delects. The OWNER will give nOlice
of observed defects with reasonable promptness. In the
evenllhal Ihe CONTRACTOR should laillo make such
repairs. adjustments. or other WORK thai may b~ made
necessary by such derects. Ihe OWNER may do so and
charge Ihe CONTRACTOR Ihe COSl Ihereby incurred.
The Performance BOND shall remain in fulllorce and
effecI through the guarantee period.
30. ARBITRATION
30.1 All claims. dispules and olher mailers in queSlion
arisinH out of. or relaling 10. the CONTRACT DOCU-
MENTS or the breach thereof. excepl lor claims which
have been waived by Ihe making and acceptance 01
linal payment as provided by Section 20. shall be de-
cided by arbitration in accordance wilh the Construc-
tion Induslry Arbitration Rules 01 Ihe American Arbi-
tration Association. This agreement 10 arbilrale shall be
specilically enforceable under Ihe prevailing arbilra-
lion law. The award rendered by the arbitralors shall
be linal. and judgmenl may be entered upon il in anv
court having jurisdiction thereol. .
30.2 NOlice 01 the demand for arbitralion shall be
filed in wriling wilh the other party to the CONTRACT
DOCUMENTS and wilh Ihe American Arbilralion Asso-
cialion. and a copy shall be filed wilh the ENGIN EER.
Demand for arbitralion shall in no event be made on
any claim. dispute or other mailer in question which
would be barred by the applicable slalule 01 Iimila-
lions.
30.3 The CONTRACTOR will car". on Ihe WORK and
maintain Ihe pro.ress schedule du.rinJi!: an\' arbilratio~
proceedinR$. unless otherwise mUlu"ally. agreed in
writinjiil.
31. TAXES
31.1 The CONTRACTOR will pay all sales. consumer.
use and olher similOlr taxes required by the law or the
place where the WORK is performed.
Ooc:ufneft. No. "
Gene,..ll,.;ONI.I.ons '.ge' Of ,
Part 3 - General Instructions to Bidders
02 276
SPECIAL PROVISIONS
SECTION I
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, 2000 Edition, the General
Conditions, 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, 2000 Edition.
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
Specifications.
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.
SP-l
02 276
SECTION 2
2-1 BID REOUIREMENTS AND CONDITIONS
2-1.01 General -- Bids must submitted on the bid form 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 im-
practical 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.
2-1.02MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for
establishing goals for participation of Minority and Women's Business Enterprises
(MBE/WBE) 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 15.00 % MBE and 5.00 % WBE
on this project.
Bidders shall make every reasonable effort to solicit bids from MBElWBEs.
A justification shall be provided to support the rejection of any bid from a minority or
women's business enterprise, certified by Caltrans.
SP-2
02
? ..., c
'- u
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:
(1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by
the City to inform all bidders of the requirements for the project for which the contract will
be awarded. The City may waive this requirement if the bidder certifies it is informed as to
those project requirements.
(2) The bidder identified and selected specific items of the project for which the
contract will be awarded to be performed by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The bidder shall, when
economically feasible, divide total contract requirements into small portions or quantities to
permit maximum participation of MBEs, WBEs and other business enterprises.
(3) The bidder advertised for bids from interested business enterprises not less than
ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers,
trade association publications, minority or trade oriented publications, trade journals, or other
media specified by the City.
(4) The bidder provided written notice of its interest in bidding on the contract to
those business enterprises, including MBEs and WBEs, having an interest in participating in
such contracts. All notices of interest shall be provided not less than ten calendar days prior
to the date the bids were required to be submitted. In all instances, the bidder must document
that invitations for sub-contracting bids were sent to available MBEs, WBEs and other
business enterprises for each item of work to be performed.
The Mayor's Affirmative Action Office shall be available to help identify interested
MBEs, WBEs and other business enterprises.
Sp.3
02 276
(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.
SP-4
02 276
SECTION 3
3-1 AWARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL -- Award of the contract will normally 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.
The award of the contract, if be awarded, will be to the lowest responsible bidder
whose proposal complies with all the requirements prescribed and who has met the goal
for MBE/WBE participation or has demonstrated, to the satisfaction of the City of San
Bernardino, adequate good faith efforts to do so. Meeting the goal for WBE/MBE
participation or demonstrating to the satisfaction of the City, adequate good faith efforts
to do so is a condition for being eligible for award of the contract.
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", ofthe Standard Specifications.
SP-5
02 27B
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK,
TIME OF COMPLETION AND LIOUIDA TION DAMAGES
4-1.01 -- 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 Standard Specifications and these Special
Provisions.
The Contractor shall diligently prosecute the work to completion before the
expiration of
60 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
The Contractor shall pay to the City of San Bernardino the sum ot$500.00 per
day, for each calendar days delay in finishing the work in excess of the number of
working days prescribed above.
4-1.02 PERMITS AND LICENSES
(a) Prior to start of work in Third Street, Contractor shall obtain a permit
from the City of Highland. It shall be the responsibility of the
Contractor to comply with all the requirements of Highland's permit,
including providing insurance and payment of fees.
(b) Prior to issuance of a "Notice to Proceed", Contractor shall obtain a
City Business License from the City Clerk's Office, San Bernardino
City Hall, 300 North "D" Street, 2nd Floor, San Bernardino, CA.
4-1.03 CONSTRUCTION SCHEDULE -- The Contractor will establish the
construction schedule and present the schedule at the Pre-Construction Meeting.
SP-6
"
'(\1) "76
SECTION 5
5-1 LEGAL REOUIREMENTS
5-1.01 LIABILITY INSURANCE -- The Contractor's attention is directed to
Section 7 -3, "Liability Insurance", of the Standard Specifications, providing that the
Contractor shall furnish the City with a policy or certificate of liability insurance as
prescribed therein, prior to execution of the contract. 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 are forms signed by the broker, unless they have Power of
Attorney to bind the insurance provider. (See attached sample forms.)
5-1.02 WORKER'S COMPENSATION INSURANCE n The Contractor's atten-
tion 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.
5-1.03 PAYMENT OF PREVAILING WAGE RATE n 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.
5-1.04 PAYROLL RECORDS n The Contractor's attention is directed to the
following provisions of Labor Code Section 1776 (Stats.l978, 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:
Sp-?
02 276
(1) A certified copy of an employee's payroll record shall be made available for
inspection or furnished to such employee or his or her authorized representative on re-
quest.
(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.
5-1.05 ATTORNEY'S FEES AND ARBITRATION -- The prevailing party
in any legal action to enforce or interpret any provisions of this Agreement will be
entitled to recover from the losing party all attorney fees, court costs and necessary
disbursements in connection with that action. The costs, salary and expenses of the
City Attorney and members of his office, in connection with that action, shall be
considered as attorney's fees for the purposes of this Agreement. Caltrans Standard
Specifications Section 9-1.10 regarding Binding Arbitration is hereby specifically
excluded from this Contract.
5-1.06 WITHDRAWAL OF BIDS n 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.
5-1.07 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.
SP.8
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TltIS CERTIFICA'n IS !Ssum AS A MATTal OF INFORMATION
ONLY AND CONPERS NO RIGHTS UPON TNE CERTIF1CAT!
HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTENti
ALTER THE COVERAGE AFFORDm IY TltE POliCIES IELO~
COMPANIES AFFORDING COVERAGE
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IMERCIAL ASSOCIATES INS, INC
!6 EAS':' LA PALMA AVE
ElM, CA 92807
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CO~AHY
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P.O. BOX 10458
SAN BERNARDINO, CA. 92423-0458
COW"AHY
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~ER NqRTON AIR FO BASE-SPEC. #9321. THE CITY OF SAN BERNARDINO NAMED
: TTIONAL INSURED RE: GENERAL LIAB. - ENDT. ATTACHED.
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CITY OF SAN BERNk~DINO
NORTH "0" STREET
BERNARDINO, CA 92418-0001
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. lHlS ENDORSEMENT CHANGES lHE POlICY. PLEASE READ rrCAREfUlLY
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
'IbIs endoraement modlfles Insurance provided under the following:
COMMERCIAL GENERAL UABIUlY COVERAGE PARr - OCCURRENCE
~
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
PUBLIC WORKS/ENGiNEERING .~
300 NORTH "D" STREET
SAN BERNARDINO, CA 92418-0001
at-
(If no c:ntIy appean above. Information requlred to complete th1s endorsement will be shown In the
Deelaratfons as appl1cable to this endorsement.)
WHO IS AN INSURED (Section m Is amended to 1nclude as an Insured the person or organization shown
In the Schedule. but only with respect to lIabl11ty uisIng out or "your wor~!or that insUred by or for;rou.
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5P-1O
02 276
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED QUANTITIES n If the total pay quantity
of any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices",
"increased or decreased quantities", of the Standard Specifications varies by more than 25
percent, compensation payable to the Contractor will be determined in accordance with
said Section 3-2.2.1 and these Special Provisions.
When the compensation payable for the number of units of an item of work
performed in excess of 125 percent of the Engineer's Estimate is less that $1,500 at the
applicable contract unit price, the Engineer reserves the right to make no adjustment in
said price if he so elects, except that an adjustment will be made if requested in writing by
the Contractor. Such Contractor's request shall be accompanied by adequate, detailed data
to support costs of the item.
Should the total pay quantity of any item of work required under the contract be less
than 75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to
make no adjustment in said price if he so elects, except that an adjustment will be made if
requested in writing by the Contractor. Such Contractor's request shall be accompanied by
adequate, detailed data to support costs of the item.
The payment of the total pay quantity of such item of work will in no case exceed
the payment which would be made for the performance of 75 percent of the Engineer's
Estimate of the quantity at the original contract unit price.
6-1.02 SOUND CONTROL REQUIREMENTS -- Sound control shall comply
with Chapter 8.54 of the City of San Bernardino Municipal Code and these Special
Provisions.
The noise level from the Contractor's operations between the hours of 9:00 p.m. and
6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way
relieves the Contractor from responsibility for complying with local ordinances regulating
noise levels.
SP-ll
02 276
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 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
LNPDES) REQUIREMENTS -- 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.
6-1.04 PERMITS AND LICENSE -- The Contractor shall obtain a City Business
Registration prior to the execution of the contract. The Contractor shall obtain a permit
from the City of Highland for work in Third Street.
6-1.05 EXTRA WORK -- 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. However, equipment rental rates
shall conform to State of California Business and Transportation Agency, Department of
Transportation, Division of Construction, "LABOR AND EQUIPMENT RENTAL
RATES", latest edition, unless the extra work in done for a negotiated price.
A. Work by Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and
profits:
1) Labor 20%
2) Material 15%
3) Equipment Rental 15%
4) Other items and Expenditures 15%
To the sum of the costs and markups provided for in this subjection,
compensation for bonding shall be at the rate specified by the bonding
company.
B. Work by Subcontractor When all or any part of the extra work is performed
by a Subcontractor, the markup established above shall be applied to the
Subcontractor's actual cost of such work, also a markup of 10 % 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.
SP-12
02 276
6-1.06 BOLIDAYS. 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.
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.
The Contractor will coordinate inspections with the Public Works Inspector 24
hours prior to any work being done during evenings or Saturdays.
Designated legal Holidays are: January 1st, the third Monday in January, the third
Monday in February, the last Monday in May, July 4'\ the first Monday in September,
November 11th, 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.
Request for partial payment (monthly progress payment) shall be submitted by the
Contractor on the 25th day of the month. Items which cannot be resolved by the I st of the
following month shall be carried over to the later partial payment request. Payment by the
Agency will be made within 30 days thereafter.
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.
SP-l3
02 276
6-1.08 PROJECT APPEARANCE
appearance to the work.
The contractor shall maintain a neat
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.
6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL n
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 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.
The Contractor shall schedule his operations so that the time and leng~h
requirements specified below for open trench shall not be exceeded.
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 five (5) calendar days after removal of
the existing pavement or surfacing.
2. Len~th Requirements for 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.
6-1.11 PAYMENT n 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 therefor.
SP-14
02 276
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.
Certain companies, governmental agencies, or their contractors may be working
within the construction area. Certain utility facilities at various locations within the pro-
ject limits may be removed, relocated, abandoned, or installed by companies' agencies'
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:
1. SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands, CA 92373
Phone: (909) 307-6759
Attn: Frank Jasso
2. SOUTHERN CALIFORNIA GAS
P.O. Box 3003
Redlands, CA 92373-0306
Phone: (909) 335-7808
Attn: Arnold Dixon
3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 North "D" Street
San Bernardino, CA 92841
Phone: (909) 384-7224
Attn: Ellis Williams
4. GTElVERIZON
Verizon Communications
1980 Orange Tree Lane, Suite 100
SP-15
02 276
Redlands, CA 92374-7880
Phone: (909) 748-6644 Attn: Charles Austin
5. AT&T
OSP Manager
15152 Transistor Lane
Huntington Beach, CA 92649
Phone: (909) 887-6280 Attn: Allen Cole
6. PACIFIC BELL TELEPHONE
1265 N. Van Buren Street
Anaheim, CA 92807-1687
Phone: (714) 666-5401 Attn: Norma Guillot
7. U.S. SPRINT COMMUNICATIONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450 Attn: Lynn Durrett
8. MCI TELECOMMUNICATIONS
2121 So. Towne Center PI., #200
Anaheim, CA 92806-6122
Phone: Attn: Conrad Frost
9. MCI
NATIONAL SUPPORTIINVESTIGA TIONS
Dept. 2855 Lac 642
2250 Lakeside Boulevard
Richardson, T)( 75082
10.
Phone: (972) 656-1030
ADELPHlA
1205 South Dupont Street
Ontario, CA 91760-1536
Attn: Jonathan Clark
Phone: (909) 975-3349
Attn: Jack Hayes
SP-16
02 276
11. TCI
1722 Orange Tree Lane
Redlands, CA 92373
Phone: (909) 798-3588
Attn: Tim Marshall
12. INLAND V ALLEY DEVELOPMENT AGENCY
294 South Leland Norton Way
San Bernardino, CA 92408
Phone: (909) 885-4832
Attn: Alex Estrada
13. TIME WARNER TELECOM
430 N. Vineyard Ave., Suite #150
Ontario, CA 91764
Phone: (909) 456-3661
Attn: Marcie Hart
14. KINDER MORGAN (RE: PETROLEUM PIPELINE IN THIRD STREET)
COLTON TERMINAL
2359 S. Riverside Avenue
Bloomington, CA 92316
Phone: (909) 877-2141
Fax: (909) 877-5549
Attn: Ron Hernandez or
Don Quinn, Engineer (714) 560-4940
7 -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-17
'{j 'l '2 7 U
Part 4 - Technical Specifications
02 276
SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 DESCRIPTION n The work to be done consists, in general, of clearing
and grubbing, unclassified excavation, unclassified fill, placing aggregate base material,
asphalt concrete, construct sidewalk, handicap ramps, curb and gutter, commercial
driveway approach, installing street lights, pavement marking, construction of water
facilities, 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 CLEAN UP AND DUST CONTROL n 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.
8-1.03 WATER FACILITIES n Attention is directed to the City of San
Bernardino Municipal Water Department's Standard Specifications for the "Furnishing
of Materials and the Construction of Water Facilities", dated July 1, 1992. The Water
Department's Standard Specifications are included in these Special Provisions (refer to
Section 61).
SP-18
02 276
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.
Warning signs, lights, and devices for use in performance of work upon
highways shall conform to the "Manual of Traffic Controls", 1990 Edition, published by
the State of California, and the "Work Area Traffic Control Handbook", 1990 Edition,
adopted by the City of San Bernardino, California.
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.
9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate signs
restricting turns when directed to do so by the Engineer.
Sp.19
'0'2 276
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 ofthe Engineer.
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 to 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 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 price
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.
SP-20
"
02 276
SECTION 10
10-1 MOBILIZATION
10-1.01 GENERAL -- Mobilization shall comply with the requirements of
Section 9-3.4, "Mobilization", of the Standard Specifications.
10-1. 02 PAYMENT n The contract lump sum price paid for
"MOBILIZATION" shall be deemed to include the cost of work in advance of
construction operation and not directly attributable to any specific bid item and no
additional compensation will be allowed therefor.
SP-21
02 276
SECTION II
11-1 CLEARING AND GRUBBING
UNCLASSIFIED EXCA V A TION 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 Improvement Plans or as specified in the Special Provisions.
The following items shall be classified as clearing and grubbing:
I. Removing Portland Cement Concrete curb, curb & gutter, sidewalk and
pavement as shown in the Plans, including saw cutting, and as directed by
the Engineer.
2. Removing asphalt concrete pavement as shown on the Plans, including saw
cutting, and as directed by the Engineer.
3. Removing existing trees and shrubs as shown on the Plans.
4. Abandon in place existing 12" CMP drain pipe as shown on the plans and as
directed by the engineer.
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.
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Sub grade for asphalt concrete shall be compacted to a relative density of not less
than 95%, for a depth of not less than 0.50 feet.
Outside the traveled way, in areas to receive concrete shall be compacted to a
relative density of not less than 90%.
11-1.02 FA YMENT -- 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.
SP-23
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SECTION 12 AND SECTION 13
BLANK
SP-24
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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 and these Special Provisions.
Class and grade of asphalt concrete shall be B-AR-4000, except that a final lift,
not more than 0.125' nor less than O.OS' thick, shall be placed using C2-AR-4000.
Soil sterilant and tack coat shall be applied as directed by the Engineer.
Prior to placing the pavement reinforcing fabric or asphalt overlay, all cracks
larger than 1/4-inch shall be sealed.
The S-inch asphalt concrete dike shall conform to City Standard Drawing No,
103.
14-1.02 ADJUSTING MANHOLE FRAMES AND COVERS. AND VALVE
COVERS TO GRADE -- Adjusting manhole frames and covers, 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.
14-1.03 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.
SP-25
02 276
Soil sterilant shall be applied III accordance with the manufacturer's
recommendations.
The contract unit price paid per ton for asphalt concrete shall include full
compensation for doing all the work involved in preparing the subgrade and placing soil
sterilant material as shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
14-1.04 PAYMENT -- The contract unit price paid per ton for "ASPHALT
CONCRETE PAVEMENT", shall include full compensation for doing all the work at
the roadway and/or parking lot, involved in placing material, overlaying, feathering (2'
minimum width), complete in place, including the application of soil sterilant, tack coat,
and/or prime coat, crack sealant, adjusting existing manhole frame and covers, and water
valves to grade, as designated on the Plans, and as directed by the Engineer, and no
additional or separate compensation will be allowed therefor.
The concrete unit bid price paid per linear foot for "ASPHALT CONCRETE
DIKE", shall include full compensation for doing all the work involved in constructing
the asphalt concrete dike, complete in place as shown on the Plans, and as directed by the
Engineer, and no additional or separate compensation will be allowed therefor.
The contract unit bid price paid per ton for "ASPHALT CONCRETE
DRIVEWAY", shall include full compensation for doing all the work involved in
constructing the asphalt concrete driveway, complete in place as shown on the Plans, and
as directed by the Engineer, and no additional compensation will be allowed therefor.
SP-26
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SECTION 15
15-1 AGGREGATE BASE
15-1.01 GENERAL -- 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 The contract unit price paid per ton for
"AGGREGATE BASE MATERIAL" shall include full compensation for doing all the
work involved in preparing the sub grade and placing material as shown on the Plans and
as directed by the Engineer, and no additional compensation will be allowed therefor.
SP-27
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SECTION 16
16-1 PORTLAND CEMENT CONCRETE
16-1.01 GENERAL -- 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, unless otherwise noted.
16-1.02 CURB. TYPE "A" -- Curb, Type "A", shall be constructed in
accordance with the City's Standard Drawing No. 200, modified to six (6) inch curb face,
and as directed by the Engineer.
16-1.03 CURB AND GUTTER. TYPE "B" -- Curb and gutter, Type "B", shall
be constructed in accordance with the City's Standard Drawing No. 200, and as directed
by the Engineer.
16-1.04 CURB AND GUTTER. TYPE "C" -- Curb and gutter, Type "C", shall
be constructed in accordance with the City's Standard Drawing No. 200, and as directed
by the Engineer.
16-1.05 SInEW ALK -- Sidewalk, Case "A", and Meandering Sidewalk, Case
"B", shall be constructed in accordance with the City's Standard Drawing No. 202, and
as directed by the Engineer.
16-1.06 CURB RAMP -- Handicap ramp shall be constructed in accordance
with the City's Standard Drawing No. 205, and as directed by the Engineer. Included in
the ramp construction, the existing street light pull box shall be protected and adjusted to
be flush with the finish grade
16-1.07 COMMERCIAL DRIVEWAY APPROACH -- Commercial driveway
approach shall be constructed in accordance with the City's Standard Drawing No. 204,
and as directed by the Engineer.
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16-1.08 72" CROSS GUTTER AND SPANDREL -- 72" cross gutter and
spandrel shall be constructed in accordance with the City's Standard Drawing No. 201,
and as directed by the Engineer.
The above-referenced City Standard Drawings 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.
16-1.11 PAYMENT -- The contract unit price paid per linear foot for "PCC
CURB" and "PCC CURB and GUTTER", shall include full compensation for doing
all the work involved in constructing the curb and curb & gutter as shown on the Plans,
and as directed by the Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per square foot for "PCC SIDEWALK", "PCC
MEANDERING SIDEWALK", "PCC COMMERCIAL DRIVEWAY
APPROACH", and "PCC CROSS GUTTER and SPANDREL", shall include full
compensation for doing all the work involved in preparing subgrade, form work, placing
material, including saw cutting, and furnishing materials as designated on the Plans and
as directed by the Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per each for "CURB RAMP", shall include full
compensation for doing all the work involved in constructing handicap ramp, adjusting
street light pull box, as shown on the Plans, and as directed by the Engineer, and no
additional compensation will be allowed therefor.
The contract unit price paid per linear foot for "6" CONCRETE MOW
CURB", shall include full compensation for performing all work involved in preparing
subgrade, form work, placing material, and furnishing materials as shown on the plans
and details, as directed by the Engineer and no additional compensation will be allowed
therefor.
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SECTION 17 THROUGH SECTION 19
BLANK
SP-30
02 276
SECTION 20
20-1 TRAFFIC STRIPES AND PAVEMENT MARKINGS
20-1.01 GENERAL -- Traffic striping and pavement markings shall comply
with the requirements of Section 210, "Paint and Protective Coatings", and 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.
Traffic paint shall be white, except for handicap striping and markings, which
shall be blue.
All traffic lines shall be machine painted to the length and pattern indicated on
the drawings. All lines shall be straight and true.
Paint shall be applied unthinned at a sufficient rate to provide a resultant finish
coat of paint IS mils in thickness.
The surface to be painted shall be cleaned of all foreign and loose materials.
All adjoining surfaces shall be carefully protected throughout the painting
operation against spray or splash stains, marks or other damage. Should such defacement
occur as a result of this work, it shall be corrected in a satisfactory manner and without
added cost to the City.
20-1.02 PAYMENT -- The lump sum price paid for "TRAFFIC STRIPES
and PAVEMENT MARKINGS", shall include full compensation for furnishing all
labor, materials, and for doing all work involved in the installation of the pavement
striping and markings, as shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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02 276
SECTION 21
21-1 STREET LIGHTING
21-1.01 GENERAL -- 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 and
including any incidental work not shown or specified which can reasonably be inferred as
part of the work and necessary to provide a complete and functional street lighting
system. The construction of the street lighting system shall comply with the
requirements of Section 209, "Electrical Components", and Section 307, "Street Lighting
and Traffic Signals", of the Standard Specifications and these Special Provisions.
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 -- All materials shall be as listed below or approved
equal.
1. Li~hting Standards -- Lighting standards shall be octagonal, symmetrically
tapered, precast, prestressed, 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. Luminaires -- Luminaires shall be ISO-watt high pressure sodium type,
G.E. M-2S0 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 -- 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".
4. Service -- New service and Pedestal shall be installed at a location along
Del Rosa Drive as directed by the Engineer 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.
SP-32
02 27tJ
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: D2219.
(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 insulation 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.
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02 276
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.
21-1.04 PAYMENT -- The contract unit price paid per each for "Install
STREET LIGHT and SYSTEM", as shown on the Plans, shall include full
compensation for doing all the work necessary to install street lighting system, including
all appurtenant facilities, complete in place as shown on the Plan, as directed by the
Engineer, and no additional compensation will be allowed therefor.
SP-34
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SECTION 22
BLANK
SP-35
02 276-
SECTION 23
23-1 ROADSIDE SIGNS AND POSTS
23-1.0 I GENERAL n Roadside signs and posts shall be installed at the
locations shown on the Plan, or where directed the Engineer, and shall conform to the
Standard Specifications and these Provisions.
Roadside signs on single post, shall be constructed and installed in accordance
with the City's Standard Drawing No. 504, Caltrans sign specifications, and as directed
by the Engineer.
All roadside SIgnS shall be made with high intensity reflective sheeting as
follows:
RI - Standard 36"X36"
RI7 - 30"X30"
R26 - 12"XI8"
WI7 - 36"X36"
Roadside signs on double posts, shall be installed in accordance with the State of
California, Department of Transportation, Standard Plan RSI and/or RS2, RS3, RS4
"Road Signs", typical installation, "Detail No. I and/or No.2, No.3, No.4", and/or as
directed by the Engineer.
Existing street signs shall be relocated behind proposed curb and placed in
accordance with City's Standard Drawing No. 504, in locations as shown on the plans,
and as directed by the Engineer.
23-1.02 PAYMENT -- . The contract unit price paid per each for "Install
ROADSIDE SIGN on Single Post" and for "Relocate STREET SIGN", shall include
full compensation for furnishing all labor, materials, tools, equipment and incidentals for
doing all work involved in installing new roadside signs on single post, and for removing
and resetting existing street signs, all complete in place 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.
SP-36
02 276
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 location:
DEL ROSA DRIVE
and
3rd STREET
The following Special Provisions are supplementary and, in addition to the
provisions of the State Standard Specifications, are only called out if elaborations,
amendments, specifying of options, or additions are required.
86-1 GENERAL
86-1.03 Equipment List and Drawings. Materials lists, manufacturer's data,
brochures, technical data, etc., shall be labeled and identified and shall be submitted in
bound booklet form.
The Contractor shall furnish a maintenance manual and operation manual for all
controller units, auxiliary equipment, and vehicle detector sensor units. The maintenance
manual and operation manual may be combined into one manual. The maintenance
manual or combined maintenance and operation 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 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. Geographical Layout of Components
H. Schematic Layout of Components
I. List of Replacement Component Parts with Stock Numbers
SP-37
02 276
The operational manual shall give complete instructions for implementation of all
operator programmable functions.
The controller cabinet schematic and intersection sketch for each intersection shall
be combined into one drawing located in a plastic pouch on the inside of the front door of
the cabinet so that when the cabinet door is fully open the drawing is oriented with the
intersection. Two copies of the drawing shall be provided at the time of the turn on.
86-1.04 Warranties. Guarantees and Instruction Sheets. The signal and lighting
systems shall be guaranteed for a period of one year.
86-1.05 Maintaining Existing and Temporary Electrical Systems. All work and
materials required to keep the existing traffic signal and highway safety lighting systems
operational shall be considered as included in the contract prices bid and no additional
compensation will be allowed therefore. Such work and materials may include, but shall
not be limited to, overhead and underground temporary wiring.
Where the Contractor-installed facilities are damaged prior to final acceptance by
the Engineer, the Contractor shall report or replace such facilities at his own expense.
Traffic signal system shutdowns shall be limited to periods between the hours of
8:30 a.m. and 3:30 p.m.
86-1.06 Scheduling of Work. No materials or equipment shall be stored at the job
sites until receipt of the notice to proceed issued by the Engineer. The job sites shall be
maintained in neat and orderly condition at all times.
MATERIALS AND INST ALLA TION
All equipment and materials required to complete the work shall be supplied by the
Contractor.
86-2.01 Excavating and Backfilling. Excavations for new foundations shall be
hand dug until clear of substructures.
86-2.03 Foundations. Fly ash substitutes and/or admixtures shall not be permitted.
86-2.04 Standards. Steel Pedestals and Posts. Standards, steel pedestals, and posts
shall conform to Caltrans Standard Plans and Specifications.
In addition to identifying each pole shaft as detailed on State Standard Plan ES-7M,
the Contractor shall also identify each mast arm for both signals and luminaires.
SP-38
'0 '2 2 7 6
The stamped metal identification tag shall be located on the mast arm near the connection
plate and shall contain the same information required on the pole shaft.
86-2.05 Conduit. Conduit under street crossings, concrete sidewalks and driveways
shall be installed by non-trenching (bore) method and shall be rigid steel type unless
otherwise indicated on the plans. Conduit under street crossings shall be located a
minimum of 36 inches below grade.
Conduit to be installed by trenching in pavement method shall be rigid non-metallic
type (Schedule 80 PVC) conforming to NEMA standards. Conduit in trenches under
pavement shall be located with a minimum cover of 18 inches below grade. Trenches in
pavement areas shall be backfilled with two-sack cement slurry with the top 2 inches of
the trench backfilled with asphalt concrete.
After conductors have been installed, the ends of conduits terminating in pull boxes
and in service and controller cabinets, shall be sealed with an approved type of sealing
compound.
Conduit runs within five feet or less of a tree trunk shall be installed by boring or
coring only.
86-2.06 Pull Boxes. Pull boxes shall be precast reinforced concrete type.
No pull box shall be located in or within I' of any wheelchair ramp.
Pull box covers shall be marked "Traffic Signal". Marking shall be clearly defined
and uniform in depth and may be placed parallel to either the long or short side of the
cover. Covers shall be marked in accordance with Section 86-2.068, "Cover Marking," of
the State Standard Specifications.
86-2.08B Multiple Circuit Conductors. The insulation for multiple circuit
conductors shall be Type THW.
86-2.08D Signal Cable. The Contractor shall install signal cable III lieu of
individual conductors.
Three-conductor cable. The 3-conductor signal cable shall conform to State
Standard Specifications. This cable shall be used for each pedestrian phase.
Twelve-conductor cable. The 12-conductor signal cable shall conform to State
Standard Specifications. This cable shall be used for each traffic signal pole.
SP-39
02 21'6
No splicing will be allowed in any pull boxes for the signal cables. The cable shall
feed directly from one conduit to the next without any extra cable coiled in pull box,
except where pull box is next to the controller, a minimum of three feet of slack shall be
provided.
86-2.08E Signal Interconnect Cable. Signal Interconnect Cable (SIC) shall consist
of l2-pair No. 22 solid gauge annealed copper conductors as shown on the plans.
Conductors shall be insulated with solid high-density polyethylene in distinctive
colors to facilitate identification. The individual conductor dimensions shall be tightly
controlled to limit resistance unbalance of the paired conductors. Pair twist shall be a
minimum of 4 twists per foot. The pair twist lays and the relative placement of the pairs
shall be designed to minimize crosstalk and meet capacitance unbalance limits for quality
communications cable. The pairs shall be combined in one cylindrical core identified by
color-coded non-hygroscopic binders.
A complete covering of non-hygroscopic dielectric material shall protect the core to
help provide core-to-shield dielectric strength. The shield shall be a corrugated
copolymer-coated 8-mil aluminum tape to be applied longitudinally over the core wrap.
The copolymer coating shall bond the shield to the jacket to reduce the possibility of shield
corrosion and lightning damage.
The outer jacket shall be black, linear-low density polyethylene that provides tough,
flexible protective covering that withstands exposure to sunlight, atmospheric
temperatures, ground chemicals and stresses expected in standard installations. Sequential
footage markings shall be printed on the jacket at two-foot intervals.
Signal interconnect cable shall meet the requirements of ANSI/ICEA S-85-625-
1989 and Rural Electrification Administration, REA PE-22.
A minimum of 5' of slack shall be provided at each pull box and 10' at each splice
and controller cabinet.
86-2.09D Splicin~ and 86-2.09E Splice Insulation. Splices shall be Type C
insulated by Method B as shown on State Standard Plan ES-13A.
Splices for loop conductors to lead-in cables shall be reinforced by securely
wrapping a 6" piece of minimum A WG No.4 wire to the outside of the completed splices.
Signal interconnect cable shall be continuous from terminal block to terminal block.
Splicing will not be allowed except inside the controller cabinet.
86-2.11 Service. Service enclosure is existing and shall be protected in place.
SP-40
'02 2 7 6
86-3 CONTROLLER ASSEMBLIES
No new controllers are anticipated for this project
The contractor shall arrange to have a signal technician, qualified to work on the
controller unit and employed by the controller unit manufacturer or his representative,
present at the time the equipment is turned on.
86-4 TRAFFIC SIGNAL FACES AND FITTINGS
86-4.01 Vehicle Signal Faces.
All vehicular indications shall have l2-inch lenses, full circle visors, and louvered
backplates.
All new traffic signals faces on this project, the circular and arrow RED, YELLOW,
and GREEN sections shall utilize light emitting diode signal modules.
Each light emitting diode (LED) signal module shall consist of an assembly that
utilizes light emitting diodes as the light source in lieu of an incandescent lamp for use in
traffic signal sections.
Red, Yellow, and Green LED signals shall be Model 433 Series Dialight, DuraLED
or approved equal. All arrows shall be Model 433 or 432 Series Dialight
(Visit www.dotca.gov\hq\esc\approved nroducts _list\APLpdf for details).
(Visit http://www.dotca.gov/hq/esc/ttsb/electricallelectricaUndeX.htm for details of
the Caltrans LED specifications). The LED module shall be type 1 per Caltrans
specifications.
CONTRACTOR SHALL ASK PRE-APPROVAL FROM CITY PRIOR TO
PURCHASE OF LED SIGNAL MODULES.
Signal heads shall be aluminum alloy. Plastic housings, visors and backplates will
not be permitted.
86-4.05 Pedestrian Signal Faces. Pedestrian signal faces shall be Type k
Pedestrian signals shall be any Caltrans approved type as listed in Caltrans latest Qualified
Product list
(Visit www.dotca.gov\hq\esc\approved nroductsJist\APLpdffor details).
SPA]
02 276
86-5 DETECTORS -- Detectors shall conform to the provisions in Section 86-5,
"Detectors", of the Standard Specifications and these Special Provisions.
Loop wire shall be Type 1.
Loop detector lead-in shall be Type C.
Residue resulting from slot cutting operations shall not be permitted to flow across
shoulders or lanes occupied by public traffic and shall be removed from the pavement
surface.
Slots shall be filled with elastomeric sealant or asphaltic emulsion sealant or hot-
melt rubberized asphalt sealant.
At the Contractor's option, where Type A loops are indicated on the Plans, a six-
foot (6') diameter Type E circular loop may be installed in lieu of the shape shown on the
Plans. The sides of the slot shall be vertical and the minimum radius of the slot entering
and leaving the circular part of the loop shall be 38.1 mm. Slot width shall be a maximum
of 19 mm. Loop wire for circular loops shall be Type 2. Slots of circular loops shall be
filled with elastomeric sealant or hot-melt rubberized asphalt sealant.
Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as
follows:
After conductors are installed in the slots cut in the pavement, paint binder shall be
applied to all surfaces of slots in accordance with the provisions in Section 39-4.02,
"Prime Coat and Paint Binder", of the Standard Specifications.
Temperature of sealant material during installation shall be above 70oF. Sealant
placed in the slots shall be compacted by use of an 8-inch diameter by 1I8-thick steel hand
roller or other tool approved by the Engineer. Compacted conductor coverage shall be one
inch. Excess sealant remaining after rolling shall not be reused. On completion of rolling,
traffic will be permitted to travel over the sealant.
The Contractor shall test the detectors with a motor-driven cycle, as defined in the
California Vehicle Code, that is licensed for street use by the Department of Motor
Vehicles, of the State of California. The unladen weight of the vehicle shall not exceed
220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special
features, components or vehicles designed to activate the detector will not be permitted.
The Contractor shall provide an operator who shall drive the motor-driven cycle through
the response or detection area of the detector at not less than 3 miles per hour nor more
than 7 miles per hour. The detector shall provide an indication in response to this test.
SP-42
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86-5,02 Pedestrian Push Buttons, Pedestrian push button assemblies shall comply
with the June 20, 1994, "Architectural and Transportation Barriers Compliance Board,
Interim Final Ruling," on the Americans with Disabilities Act Accessibility Guidelines and
the following requirements:
L The push-button unit shall be Synchronex part No, IASY2021-ADA-2, or
approved equaL Submittal for determination of equality to the ADA-2 are
required prior to bid time,
2. The housing for the push-button shall be either machined aluminum, die-cast
aluminum, or ultraviolet stabilized self-extinguishing structural plastic. All
housings 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.
3. The pedestrian push button switch shall be precision type, single pole, single
throw, expansible to three poles, single throw operation, having pressure type
terminals, rated at 120V AC, and capable of 1 x 10 operations. The switches
shall be UL listed, CSA certified, and meet the requirements ofNEMA 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, non-corrosive, tamper proof, 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!J 6" to
1/2" above the 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 7/23 inch minimum. Differential travel
shall be .0004 to .002 inch.
Pedestrian push button signs shall conform to the details shown on the plans. The
message and symbol shall conform to State Standard Plan ES-5C.
86-7 REMOVING. REINSTALLING OR SALVAGING ELECTRICAL
EQUIPMENT
86-7.0 I Removin~ Electrical Equipment. Salvaged electrical materials shall be
hauled to a location as shown on the plans or as directed by the Engineer.
SP-43
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The Contractor shall provide equipment, as necessary, to safely unload and stockpile
the material.
Full compensation for hauling and stockpiling electrical materials shall be
considered as included in the contract price paid for the item requiring the material to be
salvaged and no additional compensation will be allowed therefore.
86-8 PAYMENT
86-8.01 Payment. The second paragraph of Section 86-8.01, "Payment," of the
State Standard Specifications, is superseded by the following:
Full compensation for all additional materials and labor, not shown on the plans or
specified, which are necessary to complete the installation of the various systems, shall be
considered as included in the prices paid for the systems, or units thereof, and no
additional compensation will be allowed therefor.
SP-44
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SECTION 25 THROUGH SECTION 26
BLANK
SP-45
02 276
SECTION 27
27-1 CONCRETE STRUCTURES
27-1.01 GENERAL -- Portland Cement Concrete construction shall comply
with Section 20 I-I, "Portland Cement Concrete", Section 303-1 "Concrete Structures", and
Section 201-2, "Steel Reinforcement for Concrete", of the Standard Specifications, as shown
on the Plans, Standard Drawings and these Special Provisions.
Concrete for structures shall be Class 560-C-3250 with a maximum slump of five (5)
inches.
Reinforced steel shall be Grade 60 per ASTM A-615 designation.
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 determined by computations,
based on the details and dimensions shown on the Plans, will equal the estimated quantities.
No allowance will be made in the event that the quantities based on computations do not
equal the estimated quantities.
27-1.02 PARKWA Y CULVERT NO. I -- Parkway culvert No. I shall be
constructed in accordance with the City's Standard Drawing No. 400, and as directed by
the Engineer.
27-1.03 FUEL PIPE PROTECTION -- Existing Jet Fuel pipeline shall be
exposed and protected with concrete cap, class 560-C-3250, with a maximum slump of
four (4) inches. Concrete cap shall be placed in accordance with Fuel Pipe Protection
detail as shown on the Plans, and as directed by Kinder Morgan.
The above-referenced City Standard Drawing is 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.
SP-46
02 2"76
16-1.11 PAYMENT -- The contract unit price paid per each for "PCC
PARKWAY CULVERT NO. I", shall include full compensation for doing all the work
involved in constructing the parkway culvert as shown on the plans, and as directed by
the Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per cubic yard for "Concrete Cap for FUEL PIPE
PROTECTION", shall include full compensation for doing all the work involved in
placing the concrete cap to protect the Jet Fuel pipeline in place, including exposing six
(6) inch fuel pipe, backfill, compaction, plastic membrane and concrete cap as shown on
the Plans, and as directed by Kinder Morgan, and no additional compensation will be
allowed therefor.
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02 276
SECTION 28 THROUGH SECTION 30
BLANK
SP-48
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SECTION 31
31-1 CHAIN LINK FENCE
31- LO I GENERAL -- Chain link fence and rail and truss panel shall comply with
the requirements of Section 206-6 and Section 304-3, "Chain Link Fence", of the Standard
Specifications, as shown on the Plans and these Special Provisions.
The existing chain link fence and fence posts along Del Rosa Drive and Third Street
shall be removed and salvaged to IVDA Storage as directed by the Engineer.
31-1.02 PAYMENT -- The contract lump sum price paid for "Remove and
Salvage EXISTING CHAIN LINK FENCE to IVDA Storage", shall include full
compensation for doing all the work involved in removing and salvaging the existing chain
link fence fabric to IVDA Storage and disposing of the fence posts along Del Rosa Drive
and Third Street as shown on the Plans, and as directed by the Engineer, and no additional
compensation shall be allowed therefor.
SP-49
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SECTION 32 THROUGH SECTION 49
BLANK
SP-50
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SECTION 50
50-1 REMOVAL AND RESTORA TIQN OF EXISTING
IMPROVEMENTS EXCEPT STREET PAVEMENT
50-1.01 GENERAL -- All eXlstmg 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 1 a-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.
SP-SI
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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.
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SECTION 51 THROUGH SECTION 60
BLANK
SP-53
STANDARD SPECIFICATIONS
FOR THE
FURNISHING OF MATERIALS
AND THE
CONSTRUCTION OF WATER FACILITIES
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 NORTH "D" STREET
SAN BERNARDINO, CA 92401
P.O. BOX 710
SAN BERNARDINO, CA 92402
(909) 384-5141
(JULY 01, 1992)
SP-54
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SECTION 61
61-1 WATER MAIN SYSTEM AND FACILITIES
61-1.01 GENERAL -- The work includes, but is not necessarily limited to, the
installation of water facilities, including any incidental work not shown or specified which
can reasonably be inferred as part of the work and any necessary to provide a complete and
functional system and facilities. The installation and construction of water facilities shall
conform to the Standard Specifications, A.W.W.A. Standard Specifications, City of San
Bernardino Municipal Water Department Standard Drawings and these Special Provisions.
The decision of the Engineer shall be final on all questions relating to the acceptability
of the material, machinery or plant equipment, classification of material or work, the proper
execution, progress or sequence of the work, quantities and the interpretation of the
specifications or drawings.
61-1.02 MA TERlALS -- The Contractor shall furnish all materials necessary for the
construction and installation of water main system and facilities. All the materials for the
pipeline work shall be new, selected type of pipe and unused. All materials shall be suitable
for 350 psi working pressure unless specified otherwise and/or approved by the Engineer.
61-1.02.1 DUCTILE IRON PIPE AND FITTINGS -- Ductile iron pipe and fittings
shall be cement mortar line. Pipe joints shall be mechanical joint or push-on type as
designated by the Engineer or as shown on the Plan. Ductile iron pipe and fittings shall
comply with Section 207-9, "Iron Pipe and Fittings", of the Standard Specifications,
A.W.W.A. Standard Specifications and these Special Provisions. The following applicable
standard sections shall apply:
STANDARD
A.W.W.A. C15l
A.W.W.A. CI04
A.W.W.A. CliO
A.W.W.A. C153
A.W.W.A. Clll
ITEM
Ductile Iron Pipe
Cement Mortar Lining
Fittings
Compact Ductile Iron Fittings
Rubber Gasket Joints
All materials shall be suitable for 350 psi working pressure.
61-1.02.2 BUTTERFL Y VALVES -- Butterfly valves will be acceptable for sizes
twelve (12) inches and larger. Butterfly valves shall conform to all requirements of
A.W.W.A. C504 for buried service. Valves shall be flanged and provided with a-ring shaft
seals and manual operators with an operator nut to open counterclockwise. The dimensions
of the operator nut shall be in accordance with Section 3.15, "Wrench Nuts and Handwheels"
of A.W.W.A. C500. Valves shall be as manufactured by Mueller or approved equal.
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02 276
61-1.02.3 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.W.W.A. C509-87 or latest revision thereof. Valves
shall be non-rising stems opening by turning counterclock-wise. 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.
61-1.02.4 VALVE BOXE-.S -- Valve boxes and caps shall be furnished and installed
with all buried valves. Valve boxes shall be installed as shown in S.B.M.W.D. Standard
Drawings. The valve boxes shall be of the two-piece, adjustable type with cast iron caps or
as directed by the Engineer. The valve sleeve shall have walls not less than ten (20) gauge,
and the nominal diameter shall not be less than eight (8) inches. The valve box shall be made
of 8" schedule 40 pvc and shall rest on redwood blocking to avoid contact with the valve.
Valve box caps shall have the word "WATER" cast into them and shall be painted blue.
61-1.02.5 BLUE DOTS -- Blue pavement reflectors shall be placed near each new
fire hydrant installed on the project in accordance with S.B.M.W.D. Standard Drawings.
Installation shall be in accordance with manufacturer's recommendations and shall be placed
after final pavement is complete. Reflectors used shall be ray-lite reflectorized two way blue
pavement marker or approved equal.
61-1.02.6 FIRE HYDRANTS -- Fire hydrants shall be installed at the approximate
location shown on the Plans and in accordance with S.B.M.W.D. Standard Drawings. Fire
hydrants shall be wet barrel with break-off spools and bolts and shall conform to
A.W.W.A. C-503-88 with six (6) inch flanged inlet. Nozzle threads shall be American
National Standard. Operating nut shall be one and one-half (1-1/2) 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 directed by the Engineer.
Hydrants shall be Mueller A480E, Clow 850 or Long Beach 425 and shall be equipped with
one (1) two and one-half (2-1/2) inch hose nozzle and one (1) four (4) inch pumper nozzle,
unless otherwise specified by the Engineer.
61-1.02.7 BLOW OFF -- The six (6) inch blow off assembly shall be identical to
fire hydrants in Sub-section 61-1.02.6, "Fire Hydrant", of these Special Provisions. The
blow off assembly shall be placed as shown on the Plans or as directed by the Engineer.
61-1.02.8 COMBINATION AIR VACUUM AND RELEASE VALVE
Combination air vacuum and release valves shall be in accordance with S.B.M.WD.
Standard Drawings. They shall be placed at high points in the system in the approximate
location shown on the Plans. Air-vacs shall be designed to permit automatic escape of large
quantities of air from the pipeline when the line is being filled, and permit air to enter the
Sp.56
02 276
pipeline when the line is being emptied. They shall also allow accumulating air to escape
while the line is in operation under pressure. All air-vacs shall be of a brand specified on the
standard drawing unless otherwise approved by the Engineer.
61-1.02.9 GASKETS -- Gaskets for flanged joints shall be ring type, one-sixteenth
(1/16) 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.W.W.A. C207 Section 2.3.
61-1.02.10 COPPER TUBING FOR WATER SERVICE LINES -- No water service
line less than 1" in diameter shall be installed. All water service lines shall be seamless Type
K, soft temper copper tubing with a minimum pressure rating of 150 psi.
All one and one-half (1-1/2) inch and two (2) inch copper tubing shall be seamless
Type K, hard temper cooper tubing with a minimum pressure rating of 150 psi. All I y," and
2" copper tubing shall be delivered in approximately twenty (20) foot straight lengths. No
coiled copper tubing shall be used in sized one and one-half (I Yz) inch and larger.
61-1.02.11 SADDLES. CORPORATION STOPS. ANGLE METER VALVES
All service saddles, corporation stops, angle meter stops and such fixtures shall be
compatible with material selected and be equivalent to those manufactured by James Jones
Company and Mueller Company.
61-1.02.12 RESTRAINED JOINTS -- Wherever the Plans specify a restrained joint,
and at every fitting, the Contractor shall place a restraining ring. This ring shall be designed
to transmit tension loads across the joint and shall be one of the following products or
approved equal:
EBBA Iron "Megalug" retainer gland sized appropriately for the application.
U. S. Pipe "Field Lock Gasket" sized appropriately for the application.
All restrainer rings shall be installed according to the manufacturer's recommendation.
61-1.02.13 METERS AND METER COUPLINGS -- Unless otherwise specified, all
meters and meter couplings will be purchased from the Water Department Stock Room at the
Water Department's stock purchase price plus 10% handling fee. For prices and payment
procedure contact the Water Department Purchasing Department at (909) 384-5192. All
meters shall be installed by the Contractor in accordance with the City of San Bernardino
Municipal Water Department Standard Drawings.
Sp.57
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61-1.02.14 METER BOXES AND V AUL TS -- Meter boxes and vaults shall be
purchased from the Water Department Stock Room at the Water Department's stock
purchase price plus 10% handling fee. For prices and payment procedure contact the Water
Department Purchasing Department at (900) 384-5192. All meter boxes and vaults shall be
installed by the Contractor in accordance with the City of San Bernardino Municipal Water
Department Standard Drawings.
61-1.02.15 CONNECTION WITH EXISTING WATER DEPARTMENT SYSTEM
All connections to the existing Water Department System shall be performed by the
Contractor unless otherwise specified. All materials necessary to make connections between
proposed and existing water systems, per details shown on the Plans, shall be furnished and
installed by the Contractor and shall be the size and class shown on the Plans. Items
indicated to be salvaged on the Plans will be the property of the Water Department. Test
plates or an air gap shall separate the existing water system from new construction until all
test and disinfection has been successfully completed. At no time will a Contractor make
such connection or remove test plates without a Water Department Representative present.
61-1.02.16 CONCRETE -- Portland Cement Concrete construction shall comply
with Section 201-1, "Portland Cement Concrete", of the Standard Specifications, as shown
on the Plans and these Special Provisions.
A. Portland cement shall conform to ASTM Standard Specifications C150, latest
revision entitled, "Portland Cement", and shall be Type I or II. Cement in
containers that have been broken in shipment or handling may be used only if
approved by the Engineer.
B. Sands shall consist of well-graded, natural or artificially washed sand that
consists of clean, hard, strong matter. Sand shall not contain over three (3)
percent clay or silt by weight.
C. Course 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 property 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, acid, organic matter or
other injurious substance.
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02 276
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 Course 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,
C 143m latest revision. Concrete shall be placed within thirty (30) minutes of
mixing and no retampering will be permitted. Batch slips shall be furnished by
the Contractor when requested by the Engineer if transit mix concrete is
supplied. Unless otherwise specified, all concrete shall have a twenty-eight (28)
day compressive strength of2,500 psi minimum.
61-1.02.17 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.
61-1.03 EXCA V A TION. TRENCHING AND BACKFILL -- All excavation,
trenching and backfill for pipes shall be done in accordance with manufacturer's
recommendation and with Section 306, "Underground Conduit Construction", of the
Standard Specifications and these Special Provisions.
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 the average natural ground surface. Any deviation shall be subject to the approval of
the Engineer.
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
4
6
8
10
12
14
16
NOMINAL
TRENCH WIDTH-INCHES
28
30
32
34
36
38
40
SP-59
02 276
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.
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 ninth (90) percent of its maximum density as determined by
ASTM 1556 and D 1557. The Engineer may, based on state, county, and/or city compaction
requirements, modify this requirement. At no time shall the pipe be installed within six (6)
inch radius of a large rock or hard surface.
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.
No high or low points in the line shall be permitted except as shown on the Plans or to
conform to the general grade of the street or contour of the terrain through which the pipe is
to be laid. No deviation shall be made from the required line or grade except with the written
consent of the Engineer. High and low points not shown on the Plans shall be fitted with
either air release valves, air and vacuum release valves, or blow-off valves as determined by
the Engineer. All such additional construction shall be performed at not cost to the City.
All excavations shall be kept free of water while concrete or pipe is being placed, and
until concrete has attained its initial set to eliminate any possible damage from such water.
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.
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 Section 306-1.3.3, "Water
Densified Backfill", of the Standard Specifications and these Special Provisions.
61-1.04 INSTALLATION -- All necessary facilities for the water main system shall
be constructed and/or installed in accordance with the City of San Bernardino Municipal
Water Department Standard Drawings. All pipe installation shall comply with Section 306-
1.2, "Installation of Pipe", of the Standard Specifications and these Special Provisions.
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.
SP-60
02 276
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 gages 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 water-tight 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 (80) percent of the limitations
specified by the pipe manufacturer, and each joint shall be adequately blocked to take the
thrust until properly backfilled.
61-1.04.1 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 car stakes, skids and other acceptable means of preventing 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.
Where pipe is placed in stock piles, it shall be neatly piled and blocked with strips
between tiers, and banded with steel banding material acceptable to the Department (to be
determined by Engineer based on type of pipe, length, diameter, number of vertical rows, and
location).
SP-61
02 ?7~
61-1.04.2 PROTECTION OF WORK AND MATERIALS n The Contractor shall at
all times take 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 Engineer, have been damaged shall be replaced by the
Contractor at his own expense.
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.
61-1.04.3 HANDLING OF PIPE AND ACCESSORIES -- Pipe and accessories
shall be loaded at the point of delivery, handed 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 Engineer's satisfaction, damaged
materials shall be replaced by the Contractor at no expense to the City.
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.
61-1.04.4 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.W.W.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 excluded by
the Specifications for such pipe or fitting shall be used. Any damage to the protective
coating of the pipe or fittings shall be repaired, to an acceptable standard, by the Contractor
with coal tar pitch varnish. The pipes, valves, and fittings shall be carefully cleaned
immediately before installation. Every open end of a pipe shall be carefully plugged or
capped before leaving the work.
SP-62
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61-1.04.5 FIRE HYDRANT ASSEMBLY INST ALLA TION -- Fire hydrants shall
be installed by the Contractor at the locations shown on the accompanying plans and
positioned to provide complete accessibility, and to minimize the possibility of damage from
vehicles or injury to pedestrians. The size and type of hydrant shall correspond to the
designation shown on the Plans. The entire hydrant assembly shall be plumb. The 4" steam
nozzle shall face the curb unless otherwise directed by the Engineer. The hydrant shall be
located so that the centerline of the riser or barrel is approximately twenty-four (24) inches
behind of the curb face or face of berm or the edge of the street pavement unless otherwise
directed.
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.
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
Engineer. 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 placed - one for each
outlet.
All fire hydrants shall be installed with break-away hardware to minimize potential
damage to the water main. Guard posts are not permitted for use in protecting fire hydrants.
Fire hydrant assemblies installed on 3rd Street shall be installed in accordance with
San Bernardino Municipal Water Department Standard Drawing Nos. W2.2, W3.4, and the
Modified Lateral detail as shown on the Plans to clear the six (6) inch Jet Fuel pipeline.
Existing fire hydrant on Art Townsend Drive and Del Rosa Drive shall be relocated to
new location as shown on the plans and installed in accordance with San Bernardino
Municipal Water Department Standard Drawing No. W2.2 and as directed by the Engineer.
61-1.04.6 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 standard 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.
Except as directed by the Engineer, the Contractor shall not operate gate valves
without an Engineer present. During the course of water main installations, all valves shall
be left completely open or completely closed unless otherwise authorized by the Engineer.
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02 276
Upon completion of the water mains and all appurtenances, all valves shall be operated
through a complete open and closed cycle by the Contractor in the presence of the Engineer.
After completion of this operational cycle, the Contractor shall leave all valves in an OPEN
position unless otherwise directed by the Engineer.
61-1.04.7 VALVE BOX AND CAPS -- Valve boxes and caps to be installed in
proposed pavement areas of presently unpaved street right of way shall be installed ten (10)
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 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 (1/4) inch below finished grade, and
pavement shall be feathered to make a smooth transition to the existing pavement.
61-1.04.8 BLOW OFF ASSEMBLY INST ALLA nON -- Blow offs shall be
installed by the Contractor at the locations shown on the Plans. The entire assembly shall be
plumb with nozzles at right angles to the street or as directed by the Engineer.
Blow offs shall be located to provide complete accessibility, and to minimize the
possibility of damage from vehicles or injury to pedestrians.
Upon completion of the water main and system installation, each blow off shall be
operated by the Contractor in the presence of the Engineer. Operation shall consist of
opening the hydrant head on the assembly and allowing water to flow freely from its outlet.
Upon completion of this sequence, the blow off assembly shall be turned off and all
protective caps shall be properly placed on the respective outlets.
61-1.04.9 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 Engineer. They shall be completely accessible and protected from
possible damage from vehicles or equipment. The assemblies shall be installed in
accordance with manufacturer's recommendations and in accordance with the S.B.M.WD.
Standard Drawings. Pipe joints shall be assembled in a proper manner to assure that they are
free of leaks.
61-1.04.10 SERVICE INSTALLATION -- Service connections shall be installed at
the locations designated on the Plans and/or approved by the Engineer. Service stubs shall be
installed in a like manner and in accordance with accepted water works standards with a
minimum cover ofthirty (30) inches. (See S.B.M.WD. Standard Drawings)
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'02 276
61-1.04.11 METERS. METER BOXES AND V AUL TS -- All meters, meter boxes
and vaults shall be installed by the Contractor in accordance with the City of San Bernardino
Municipal Water Department Standard Drawings, and at the location designated on the plans
and as approved by the Engineer.
Existing water meters shall be protected and adjusted to be flush with finish grade as
shown on the plans, placed in accordance with San Bernardino Municipal Water Department
Standard Drawing No. W 1.11, and as directed by the Engineer.
61-1.04.12 DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY
Double check backflow prevention assembly shall be installed by the Contractor in
accordance with the City of San Bernardino Municipal Water Department Standard
Drawings, and at the location designated on the plans and as approved by the Engineer.
61-1.04.13 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 Engineer.
61-1.04.14 THRUST BLOCKS -- Thrust block locations shall be called out on
preliminary water plans (red lines); size will be determined by the Applicant's Engineer. All
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 Engineer, and will be removed and replaced by the Contractor at no
expense to the City.
61-1.04.15 FLANGED FJTTINGS 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 Engineer.
61-1.04.16 CONNECTIONS WITH EXISTING SYSTEM -- Connections with the
existing Water Department system will be made by the Contractor. All labor, materials, and
equipment necessary for making the system connections shall be at no expense to the City.
The outlet of the system connection will be a flanged gate valve equipped with a blind
flange. The Contractor shall remove and salvage the blind flange and make the pipe
extension at the direction of the Engineer.
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02 276
61-1.04.17 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 of sixteen (16) mils.
61-1.05 TESTING AND DISINFECTION -- 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. Test 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 Engineer.
The Engineer shall be notified prior to testing, and shall witness the leakage and
pressure tests and disinfection process. All written results (pass 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 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 paid for by the Contractor. 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.W.W.A. Standard CV600-87, 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 seven (7) days).
61-1.05.1 PRESSURE AND LEAKAGE TEST -- Pressure and leakage test of the
pipeline shall be tested in accordance with Section 306-1.4, "Testing Pipelines", of the
Standard Specifications and these Special Provisions.
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:
1. Test pressure shall be 1.5 times the working pressure at the highest point along
the test section.
2. The hydrostatic test shall be of at least 2 hour duration.
3. Test pressure shall not vary by more than 5 -/+ psi for the duration of the test.
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02 276
4. All newly laid pipe shall be filled by a water truck or thru an approved backflow
device.
5. 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.
6. Leakage is defmed as the quantity of water that must be supplied into the newly
laid pipe to maintain pressure within 5 psi of the specified test pressure.
7. No pipe installation will be accepted if the leakage is greater than that
determined by the following formula:
L = SD 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)
61-1.05.2 FLUSHING -- Flushing is typically done from an existing system hydrant
thru an approved backflow device and into one end ofthe new system.
1. Flush lines with water equal to 3 times line capacity.
2. Flush all fire hydrants & service laterals.
3. Flushing flow rate shall be sufficient to maintain a minimum pipe line velocity
of 5 feet per second through the duration of the flushing process.
61-1.05.3 CHLORINATION Chlorination is typically done by mlXlng an
appropriate dosage in a water truck and filling the line from one end thru a fire hydrant or 2"
tap.
1. Fill line with chlorinated water dosed at not less than 50 mgll free chlorine.
Operate all fire hydrants and service valves to ensure that chlorinated water
replaced all air and water in system and contacts all surfaces. Test residual at
several locations.
2. Lock all service valves to ensure that no water is taken from the system.
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3. 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/1 free chlorine.
NOTE: An alternate method of chlorination using a chlorinator may be acceptable.
Submit a detailed explanation of the proposed method including step by step procedure to die
Engineer for review and approval a minimum of one week prior to the proposed chlorination.
61-1.05.4 FINAL FLUSHING -- 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.
61-1.05.5 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.
61-1.05.6 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 I
percent solution of chlorine just prior to being installed.
61-1.05.7 COMPACTION TESTS -- Compaction tests shall comply with Sub-
section 306-1.3.4, "Compaction Requirements", of the Standard Specifications and these
Special Provisions. .
Cost for 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.
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02 276
61-1.05.8 ACCEPTANCE -- The Engineer 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 Engineer. The acceptance of the dedication of the water system by the
Engineer 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 (1) year from such acceptance.
61-1.05.9 PAYMENT -- The contract price paid per each "FIRE HYDRANT
ASSEMBL Y" shall include full compensation for all work involved in the installation of
the fire hydrant assembly, per San Bernardino Municipal Water Department Standard
Drawings and the Modified Lateral detail, including pressure testing, leakage testing,
flushing, disinfecting, and no additional compensation will be allowed therefor.
The contract price paid per each for "Relocate EXISTING FIRE
HYDRANT",shall include full compensation for all work involved in the relocation and
installation of the existing fire hydrant, per San Bernardino Municipal Water Department
Standard Drawings, including pressure testing, leakage testing, flushing, disinfecting, and
no additional compensation will be allowed therefor.
The contract price paid per each for "Install 1" WATER METER SERVICE
LINE" and "Install 1 W' DOUBLE CHECK BACKFLOW PREVENTION
ASSEMBL Y", shall include full compensation for all work involved, and no additional
compensation will be allowed therefor.
The contract price paid per each for "Adjust to Grade EXISTING WATER
METER", shall include full compensation for all work involved, and no additional
compensation will be allowed therefor.
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SECTION 62 THROUGH SECTION 64
BLANK
SP-70
02 276
SECTION 65
65-1 SLEEVE
65-1.01 GENERAL -- Sleeve shall be installed at the location shown on the Plan
or where directed by the Engineer. The electrical and irrigation sleeves shall be PVC pipe
(Schedule 40). The size of the sleeves varies and depends on the pipe size to pass through.
The minimum sleeve inside diameter shall be 1.00" larger than the outside diameter of
passing conduit or pipe, unless otherwise the size of the sleeves are shown on the Plans.
The pre-manufactured sleeve by "Adjus-to-Crete" or "Paramount Manufacturing" may be
used. The sleeves shall be installed in accordance with manufacturers recommendations
and with Section 306, "Underground Conduit Construction" of the Standard
Specifications.
65-1.02 PAYMENT -- Full compensation for doing all the work involved in
furnishing and installing irrigation and/or electrical sleeve, complete in place, as shown on
the Plan, as specified in the Standard Specifications and in these Special Provisions, shall
be considered as included in the lump sum price paid for "IRRIGATION SYSTEM", and
no additional compensation shall be allowed therefor.
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02 276
SECTION 66
66-1 IRRIGATION SYSTEM
66-1.01 IRRIGATION SYSTEM Contractor shall furnish and install all
materials and labor necessary to construct new irrigation system in accordance with the
Plans, Details and Standard Specifications for Public Works Construction (Green Book)
latest edition.
66-1.02 DRAWINGS u The drawings are diagrammatic only. It is the intent of
the plans and specifications that the irrigation system shall efficiently and uniformly
irrigate all areas according to horticultural and soil requirements, and that it shall be
complete in every respect and shall be ready for operation to the satisfaction of the
Agency.
66-1.03 RECORD DRAWINGS Furnish record drawings to the Agency
Representative, showing dimensioned location of all buried pipe and valves, control pilot
wires to valves and controllers. Take dimensions prior to backfilling of trenches. All
record drawings shall be done in red ink on mylar sepias.
66-1.04 MAINTENANCE CHARTS -- On the inside surface of the cover of each
automatic controller, the Contractor shall prepare and mount a chart showing the valves
and sprinkler heads serviced by that particular controller. All valves shall be numbered to
match the operation schedule and the drawings. Only those areas controlled by that
controller shall be shown. This chart shall be a plot plan, entire or partial, showing
building, walks, roads and walls. A photostatic print of this plan, reduced as necessary,
and legible in all details, shall be made to a size that will fit into the controller cover. This
print shall be approved by the Agency Representative and shall be hermetically sealed in 5
mil plastic. This shall then be secured to the inside of the cover. Show controller
designation on each chart.
66-1.05 GUARANTEE u The Contractor shall guarantee the entire irrigation
system against defects in materials and workmanship for a period of one (I) year from the
date of acceptance of the work. The Contractor shall furnish a Faithful Performance Bond
in the amount of 10% of the amount bid for the installation of the irrigation system to be in
force for the one (I) year guarantee period.
66-1.06 PAYMENT u Full compensation for performing all work involved in
installing irrigation and! or electrical, complete and in place as shown on the plans, as
specified in the Standard Specifications and in these Special Provisions shall be considered
as included in the lump sum price paid for "IRRIGA nON SYSTEM" and no additional
compensation shall be allowed therefor. .
SP-72
02 276
SECTION 67
67-1 LANDSCAPE PLANTING
67 -1.0 I WEED ABATEMENT -- All weed growth in planting areas shall be
removed. Common Bermuda grass found growing in areas not designated to be planted
with Bermuda grass, shall be killed with an approved herbicide or fumigant with materials
approved by the Agency.
67-1.02 PROTECTION OF EXISTING TREES n Existing trees to remain shall be
protected in place as shown on the plans, and as directed by the City Arborist and
Engineer.
67-1.03 PROJECT MAINTENANCE
A. Project maintenance consists of a mllllmum 30 day plant establishment
period. The plant establishment period commences when all plants and all
turf (grass) has been planted. The establishment period will continue until all
turf areas have been mowed to the specified height at least once, but not less
than 30 days.
B. Water turf until acceptance of work. The areas shall be kept moist, but not
glistening wet, until time for the first cutting of turf. After first cutting, water
turf to maintain a thriving condition. Any areas where the seeds fail to
germinate satisfactorily shall be immediately reseeded. The Contractor shall
maintain the turf areas until an even, close stand of turf is obtained.
C. The establishment period shall be extended beyond the 30 day minimum at no
cost to the City until all turf areas have been mowed to the specified height
and a close stand of turf is attained to the satisfaction of the Agency
Representative.
D. Project maintenance work shall commence after the Agency Representative
has approved plant establishment and shall continue for 90 additional days.
E. Project maintenance work shall consist of applying water, fertilizing all areas,
weeding, caring for plants, sweeping walks, litter pickup, and performing all
general project maintenance.
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02 216
F. The Contractor shall be responsible for detecting nutrient deficiencies and turf
diseases and pests as soon as their presence is manifested. He shall take
immediate action to identify the problem and shall immediately apply
remedies. If the above and following conditions are not complied with, the
Contractor shall re-plant the grass and maintain the turf until a healthy,
mature turf is re-establish ed, and shall maintain that area for an additional 60
days at no additional cost to the Owner.
G. During the project maintenance period, all plants and planted areas shall be
kept well watered and kept weed free at all times. Dallas and Johnson grass,
and Bermuda grass shall be removed and disposed of (except Bermuda grass
will be allowed to remain in turf areas). Provide special attention for
watering slopes planted to lawn on the windward and! or sunny side so that
turf will adequately be watered at all times.
H. Immediately after the second cutting of turf, where trees occur in turf areas,
the turf shall be turned under and neatly edged 18" away from the plants. The
turf edges shall be maintained in a neat condition until acceptance of the
work.
1. The Contractor shall provide supplemental feedings of fertilizer as required
by the agronomic soils test to maintain a healthy turf and all other plantings
including slope areas. Minimum requirement: 35 days after initial planting,
and just prior to final inspection.
1. In order to carry out the project maintenance work the Contractor shall
maintain a sufficient number of men and adequate equipment to perform the
work herein specified from the time any planting is done until the end of the
project maintenance period or until the final approval.
K. The Contractor may be relieved from maintenance work required in these
special provisions when the project maintenance work has been satisfactorily
completed.
Damage to planting areas shall be repaired immediately.
Contractor shall continue to pick up rocks that surface and are 1" or
greater in diameter.
Sp.74
02 27~
67-1.04 REPLACEMENT OF PLANTS -- All plants that show signs offailure to
grow at any time during the life of the contract, or those plants so injured or damaged as to
render them unsuitable for the purpose intended, shall be immediately replaced in kind at
the expense of the Contractor.
67-1.05 TREE GUARANTEE
A. The Contractor shall guarantee all trees from disease or death and injury
resulting from improper planting for a period of one year after final
acceptance of the project.
B. The Contractor shall replace at no expense to the Agency as soon as possible
plants that are dead or not in a vigorous, healthy growing condition.
Replacement shall be of the same kind and size as originally specified and
shall be planted as described on the drawings and in the specifications.
C. The Contractor shall not be held liable for loss of plant materials during the
guarantee period due to lack of care, vandalism or accidental causes.
67-1.06 INSPECTIONS -- A written notice requesting an inspection should be
submitted to the Agency Representative at least ten (10) days prior to the anticipated date.
Prior to this inspection, the site must be thoroughly cleaned up and all excess material and
debris removed.
The following inspections are required:
Prior to the start of the 90 calendar day plant establishment and project maintenance
period, the Contractor will be required to have a complete inspection and approval of all
landscape construction items.
At 30th calendar day.
At 60th calendar day.
At completion of the maintenance period.
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02 276
67 -1.07 PAYMENT -- Full compensation for doing all work involved in installing
plant material, and maintenance period, complete in place, as shown on the plans, as
specified in the Standard Specifications and in these Special Provisions, shall be
considered as included in unit prices paid for the various items noted in the Bid Schedule
and no additional compensation shall be allowed therefor.
Full compensation for providing weed abatement as described herewith shall be
considered as included in the square foot price paid for "WEED ABATEMENT" and
no additional compensation shall be allowed therefor.
Full compensation for providing protection of existing trees as described herewith
shall be considered as included in the unit price paid per each for "EXISTING TREE to
be Protected in Place" and no additional compensation shall be allowed therefor.
SP-76
02 276
SECTION 68
68-1 DECORATIVE ROCK
68-1.01 DECORATIVE ROCK -- Decorative rock shall be natural multi-colored
stone which ranges in size from 3" to 8" diameter and classified as "Sun Pebbles" or
"Arizona Cobble", depending on the chosen supplier. Cobble shall be placed in designated
areas. All material shall be mortared in place so as not to see the ground below. Contractor
shall confirm rock samples and layout with project Landscape Architect prior to placement
of material.
68-1.02 PAYMENT -- Full compensation for performing all work involved in
installing decorative rock, complete and in place as shown on the plans, as specified in the
Standard Specifications and in these Special Provisions shall be considered as included in
the per ton price paid for "DECORATIVE ROCK" and no additional compensation shall
be allowed therefor.
SP-77
Part 5 - Supplemental General Conditions
02 276
Page: B-1
SUPPLEMENTAL GENERAL CONDITIONS
These Supplemental General Conditions are~ntended for.use by
Economic Development Administration Grantees. They contain .
specific EDA and other Federal requirements not normally found
in non-Federal contract documents. The requirements contained herein
must be incorporated into all construction contracts and subcontracts
funded wholly or in part with EDA funds.
02 276
paqe: B-2
SUPPLEMENTAL GENERAL CONDITIONS
Exhibit B
51 Definitions
52 Required Provisions Deemed Inserted
53 Inspection by EDA Representatives
54 Construction SchedUle and Periodic Estimates
55 Contractor's Title to Material
56 Inspection and Testinq of Materials
57 "Or Equal" Clause
58 Patents
59 Claims for Extra Cost
510 Contractor's and Subcontractor's Insurance
511 Contract Security
512 Certification of Nonseqreqated Facilities
513 Safety and Health Regulations for Construction
514 Minimum Waqes
515 Withholdinq of Payments
516 Payrolls and Basic Records
517 Apprentices and Trainees
518 Copeland "Anti-Kickback" Provisions
519 Subcontracts
520 Termination and Deba~ent
521 Overtime ReqUirements
522 Equal Employment Opportunity
523 Other Prohibited Interests
524 Employment-of Local Labor
525 5iqns
526 Historical and Archeoloqical Data Preservation Act of 1974
527 Clean Air and Federal Water Pollution Control Act
528 Use of Lead-Based Paints on Residential Structures
02 276
Paqe: B-3
SUPPLEMENTAL GENERAL CONDITIONS
Exhibit B
S-l DEFINITIONS
The following terms as used in these Supplemental General
Conditions are respectively defined as follows;
a. "Contractor": A person, firm, or corporation
with whom this Contract is made by the Owner.
b. "Subcontractor": A person, firm, or
corporation supplying labor and materials
or only labor, for work at the site of the
project, for and under separate contract or
agreemene"with the Contractor.
c. "Work on .(at) the project"; Work to be performed
at the location of the project, including the
transportation of materials and supplies to"or
from the location of the project by employees of
the Contractor and any subcontractor.
d. "Apprentice"; (I) A person employed and
individually registered in a bona fide
apprenticeship program registered with the U.S.
Department of Labor, Bureau of Apprenticeship and
Training, or with a State apprenticeship agency
recognized by the Bureau; or (2) a person in
his/her first 90 days of probationary employment
as an apprentice in such an apprenticeship
program, who is not individually registered in the
program, but who has been certified by the
Bureau of Apprenticeship and Training or a State
apprenticeship council (where appropriate) to be
eligible for probationary employment as an
apprentice.
e. "Trainee"; A person receiving on-the-job
training in a construction occupation under a
program which is approved (but not necessarily
sponsored) by the U.S. Department of Labor,
Manpower Administration, Bureau of Apprenticeship
and Training, and which is reviewed from time to
time by the Manpower Administration to insure
that the training meets adequate standards.
02 276
page: B-4
S-2 REQUIRED PROVISIONS DEEMED INSERTED
Each and every provision of law and clause required by
law to be inserted in this contract shall be deemed to
be inserted herein and the contract shall be read and
enforced as though it were included herein, and if
through mistake or otherwise any such provision is not
inserted, or is not correctly inserted, then upon the
application of either party the contract shall
for-~with be physically amended to make such insertion
of correction.
S-3 INSPECTION BY ECONOMIC DEVELOPMENT REPRESENTATIVES
The authorized representatives and agents of the
Economic Development Administration shall be permitted
to inspect all work, materials, payrolls, records or
personnel, invoices of materials and other relevant
data and records.
5-4 CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES
Immediately after execution and delivery of the
contract, and before the first partial payment is
made, the Contractor shall deliver to ~e Owner an
estimated construction progress schedule in form
satisfactory to the Owner, showing the proposed dates
of commencement and completion of each of the various
subdivisions of work required under the Contract
Documents and the anticipated amount of each monthly
payment that will become due the Contractor in .
accordance with the progress Schedule. The Contractor
also shall furnish the Owner (a) a detailed estimate
giving a complete breakdown of the contract price and
(b) periodic itemized estimates of work done for the
purpose ~f making partial payments thereon. The costs
employed in making up any of these schedules will be
used only for determining the basis of partial payments
and will not.be ccnsidered as fixing a basis for
additions to or deductions from the contract price.
5-5 CONTRACTOR"S TITLE TO MATERIAL
No materials or supplies for the work shall be
purchased by the Contractor or by any subcontractor
subject to any chattel mortgage or under a
conditional sale contract or other agreement by which
an interest is retained by the seller. The Contractor
warrants that he/she has good title to all materials
and supplies used by him/her in the work, free from
all liens, claims or encumbrances.
02 276
paqe: B-S
S-6 INSPECTION AND TESTING OF MATERIALS
All materials and equipment used in the construction
of the project shall be subject to adequate inspection
and testing in accordance with accepted standards.
The laboratory or inspection agency shall be selected
by the Owner. The Owner shall pay for all laboratory
inspection service directly, and not as part of the
contract.
Materials of construction, particularly those upon
which the strenqth and durability of the structure may
depend, shall be subject to inspection and testinq to
establish conformance with specifications and
suitability fgr intended users.
S-7 "OR EQUAL" CLAUSE
Whenever a material, article or piece of equipment is
identified on the Plans or in the specifications by
reference to manufacturers' or vendors' names,
tradenames, cataloque numbers, etc., it is intended
merely to establish a standard: and, any material,
article or equipment of other manufacturers and
vendors which will perform adequately the duties,
imposed by the general desiqn will be considered
equally acceptable provided the material, article or
equipment so proposed is, in the opinion of the
Architect/Engineer, of equal substance and function.
It shall not be purchased or installed by the
Contractor without the Architect/Engineer's written
approval.
S-8 PATENTS
The Contractor shall hold and save the owner and its
officers, agents, servants and employees harmless from
liability of any nature or kind, including cost and
expenses for, or on account of, any patented or
unpatented invention, process, article or appliance
manufactured or used in the performance of the
contractor, including its use by the Owner, unless
otherwise specifically. stipulated in the contract
documents.
License or Royalty Fee: License and/or royalty fees
for the use of a process which is authorized by the
Owner of the project must be reasonable, and paid to
the holder of the patent, or his authorized licensee,
direct by the Owner and not by or through the
Contractor. If the Contractor uses any design, device
or materials covered by letters, patent or copyright,
he/she shall provide for such use by suitable
agreement with the Owner of such patented or
copyrighted design, device or material. It is
mutually aqreed and understood that, without
exception, the contract prices shall include all
royalties or costs arising from the use of such
desiqn, device or materials, in any way involved in
the work. The Contractor and/or his/her Sureties
shall indemnify and hold harmless the Owner of the
project from any and all claims .for infrinqement by
reason of the use of such patented or copyrighted
design, device or materials or any trademark or
copyright in-connection with work aqreed to be
performed under this contract, and shall idemnify.the
OWner for any cost, expense or damaqe which it may be
obliqed to pay by reason of such infrinqement at any
time durinq the prosecution of the work or after
completion of the work.
S-9 CLAIMS FOR EXTRA COSTS
No claims for extra work or cost shall be allowed
unless the same was done in pursuance of a written
order to the Architect/Engineer approved by the Owner.
S-10
CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE
The Contractor shall not commence work under this
contract until he/she has obtained all the insurance
required by the Owner, nor shall the Contractor allow
any subcontractor to commence work on his/her
subcontract until the insurance required of the
subcontractor has been so obtained and approved.
a. Types of insurance recommended by the Economic
Development Administration are
1. Workmen's Compensation
2. Contractor's PUblic Liability and Property
Damage
3. Contractor's Vehicle Liability
4. SUbcontractors Public Liability, Property
Damage and Vehicle Liability .
5. Builder's Risk (Fire and Extended Coverage)
b. Scope of Insurance and Special Hazards. The
02 276
Page: B-6
02 L?~
Page: B-7
insurance described above shall provide adequate
protection for the Contractor and his/her
claims which may arise from operations under this
contract, whether such operations be by the
insured or by anyone directly or indirectly
employed by him/her and also against any of the special
hazards which may be encountered in the
performance of this contract.
c. Proof of carriage of Insurance The Contractor
shall furnish the Owner with certificates
showing the type, amount, class of operations
covered, effective dates and dates of expiration
of policies.
5-11 CONTRACT SECURITY
If this contract is for an amount in excess of
$100,000 the Contractor shall furnish a performance
bond in an amount at least equal to one hundred
percent (100%) of the contract price is security for
the faithful performance of this contract and also a
payment bond in an amount equal to one hundred percent
(100%) of the contract price or in a penal sum not
less than that prescribed by State, Territorial or
local law, as security for the payment of all persons
performing labor on the project under this contract
and furnishing materials in connection with this
contract. The performance bond and the payment bond
may be in one or in separate instruments in accordance
with local law. Before final acceptance each bond
must be approved by the Economic Development
Administration. If this contract is for an amount
less than $100,000 the Owner will specify the amount
of the payment and performance bonds.
S-12
CERTIFICATION OF NONSEGREGATED FACILITIES
a. A certification of nonsegregated facilities as
required by 41 CFR 60-1.8, must be submitted
prior to the award of Federally assisted
construction contracts exceeding $10,000 which
are not exempt from the provisions of the Equal
Opportunity clause. (see Form ED-120, Item 3)
construction contract awards exceeding $10,000
Contractors receiving Federally assisted
construction contract awards exceeding $10,000
which are not exempt from the provisions of the
Equal Opportunity clause shall be required to
provide for the forwarding of the following
02276
Page: B-a
notice to prospective subcontractors for supplies
and construction contracts where the subcontracts
exceed $10,000 and are not exempt from the
provisions of the Equal Opportunity clause:
Notice to Prospective Subcontractors of
Requirement for Certifications of Nonsegregated
Facilities
(1) A certification of nonsegregated facilities
as required by the 32 CFR 7439, May 19, 1967,
must be submitted prior to the award of a
subcontract exceeding $10,000 which is not
exempt from the provisions of the Equal
Opportunity clause.
(2) CQntractors receiving subcontract awards
exceeding $10,000 which are not exempt .from
the provisions of the Equal Opportunity
clause shall be required to provide for the
forwarding of this notice to prospective
subcontractors for supplies and construction
contracts where the subcontracts exceed
$10,000 and are not exempt from the
provisions of the Equal Opportunity clause.
S-13
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
In order to protect the lives and health of his/her
employees under the contract, the Contractor shall
comply with all pertinent provisions of the Contract
Work Hours and Safety Standards Act, as amended,
commonly knQwn as the Construction Safety Act as
pertains to health and safety standards; and shall
maintain an accurate record of all cases of death,
occupati~nal disease, and injury requiring medical
attention or causing loss of .time from work, arising
out of and in the course of employment on work under
the contract. Section 107 of the Act is applicable to
construction work and provides that no laborer or
meChanic shall be required to work in surroundings or
under working conditions which are unsanitary,
hazardous, or dangerous to his health and safety as
determined under construction, safety and health
standards promulgated by the Secretary of Labor.
The Contractor alone shall be responsible for the
safety, efficiency, and adequacy of his/her plan,
appliances, and methods, and for any damage which
may result from their failure or their improper
construction, maintenance, or operation.
02 276
Page: B-9
S-14
MINIMUM WAGES
All mechanics and laborers employed or working on
the site of the work," or under the United States
Housing Act of1937, or under the Housing Act of
1949 in the construction or development of the pro-
ject will be paid unconditionally and not less
often than once a week, and without subsequent
deduction or rebate on any account (except such
payroll deductions as are permitted by regulations
issued by the Secretary of Labor under the Cope-
land Act (29 CFR Part 3), the full amounts due at
time of payment computed at wage rates not less than
those contained in the wage determination
of the Se~retary of Labor which is attached hereto
and made a part hereof, regardless of any contrac-
tual relationship which may be alleged to exist
between the Contractor and subcontractor and such
laborers and mechanics; and the wage determination
decision shall be posted by the Contractor at the"
site of the work in a prominent place where it can
be easily seen by the workers. For the purpose of
this clause, contributions made or costs reasonably
anticipated under Section 1 (b) (2) of the Oavis-
Bacon Act on behalf of laborers or mechanics are con-
sidered wages paid to such laborers or mechanics,
subject to the provisions of 29 CFR 5.5 (a) (1)
(iv) .
Also for the purpose of this clause, regular con-
tributions made or costs incurred for more than a
weekly period under plans, funds, or programs, but
covering the particular weekly period, are deemed
to be constructively made or incurred during such
weekly period.
The Owner shall require that any class of laborers and
mechanics, including apprentices and trainees, which
is not listed in the wage determination and which is
to be employed under the contract, shall be classi-
fied or reclassified comformable to the wage deter-
mination and a report of the action taken shall be
sent by the Federal agency to the Secretary of Labor.
In the event the interested parties cannot agree on
the proper classification or reclassification of a
particular class of laborers and mechanics, including
apprentices and trainees, to be used, the questions
accompanied by the recommendation of the contracting
officer shall be referred to the Secretary of
02 276
Labor for final determination.
Page: 8-10
Whenever the minimum wage rate prescribed in the con-
tract for a class of laborers or mechanics includes
a fringe benefit which is not expressed as an hourly
wage rate and the Contractor is obligated to pay a
cash equivalent of such a fringe benefit, the Owner
shall require an hourly cash equivalent to be estab
lished. In the event the interested parties cannot
agree upon a cash equivalent of the fringe benefit,
the question, accompanied by the recommendation of
the owner, shall be referred to the Secretary of
Labor for determination.
If the Contractor does not make payments to a trustee
or other third person, he/she may consider as part
of the wages of any laborer or mechanic the amount of
any costs reasonably anticipated in providing bene-
fits under a.plan or program of a type expressly
listed in the wage determination decision of the
Secretary of Labor which is a part of this contract;
provided, however, the Secretary of Labor has found,
upon the written request of the Contractor, that the
applicable standards of the Davis-Bacon Act have been
met. The Secretary of Labor may require the Contractor
to set aside in a separate account assets for the
meeting of obligations under the plan or program.
5-15
WITHHOLDING OF PAYMENTS
The Economic Development Administration may withhold
or cause to be withheld from the Contractor as much
of the accrued payments or advances as may be consid-
ered necessary to pay laborers and mechanics, includ-
ing apprentices and trainees, employed by the Con-
tractor'or any subcontractor on the work, the full
amount of wages required by the contract in accor-
dance with the DaviS-Bacon Act. In the event of
failure to pay' any laborer or mechanic, including
any apprentice or trainee employed or working on the
project site or under the United states Housing Act
of 1937 or under the Housing Act of 1949, in the con-
struction or development of the project, all or part
of the wages required by the contract, the Economic
Development Administration may, after written notice
to the Contractor, sponsor, applicant, or Owner, take
action as may be necessary to cause the suspension
of any further payment, advance, or guaranty of
funds until such violations have ceased.
02 276
Page: B-11
S-16
PAYROLLS AND BASIC RECORDS
Payrolls and basic records relating thereto will be
maintained during the course of the work and pre
served for a period of three years thereafter for
all laborers and mechanics working at the EDA pro-
ject site, or under the United States Housing Act of
1937 or under the Housing Act of 1949, in the con-
struction or development of the project. Such re-
cords shall contain the name and address of each
employee, his/her correct classification, rate of
pay (including contributions or costs anticipated of
the types described in Section 9 (b) (2) of the
Davis-Bacon Act), daily and weekly number of hours
worked, deductions made and actual wages paid.
Whenever the Secretary of Labor has found under 29
CFR 5.5 (el.) (1) (iv) that the wages of any laborer
or mechanic include the amount of any costs reason-
ably anticipated in providing benefits under a plan
program described in Section 1 (b) (2) (B) of the
Davis-Bacon Act the Contractor shall maintain re-
cords which show that the commitment to provide such
benefits is enforceable, that the plan or program is
financially responsible, and that the plan or program
has been communicated in writing to the laborers or
mechanics affected, plus records which show the costs
anticipated or the actual cost incurred in providing
such benefits.
The Contractor shall submit weekly a copy of all pay-
rolls to the Owner on DOL Form WH-347 or equivalent.
The copy shall be signed on the reverse side by the
employer or hiS/her agent indicating that the pay-
rolls are correct and complete, that the wage rates
contained therein are not less than those determined
by the Secretary of Labor and that the classifications
set forth for each laborer or mechanic conform with
the work he/she performed. This submission is re-
quired under this contract and the Copeland regula-
tions of the Secretary of Labor (29 CFR Part 3) and
the filing with the initial payroll or any subsequent
payroll of a copy of any findings by the Secretary of
Labor under 20 CFR 5.5 (a) (1) (iv) shall satisfy this
requirement. The Prime Contractor shall be respon-
sible for the submission of copies of payrolls of all
subcontractors. The Contractor shall make the records
required under the labor standards clause of the con-
tract available for inspection by authorized repre-
sentatives of the Economic Development Administration
and the Department of Labor, and shall permit such
02 278
Page: B-12
representatives to interview employees during working
hours on the job.
S-17
APPRENTICES AND TRAINEES
Apprentices will be permitted to work as such only
when they are regi~tered, individually, under a bona
fide apprenticeship program registered with a State
apprenticeship agency which is recognized by the Bureau
of Apprenticeship and Training, u. S. Department of
Labor; or, if no such recognized agency exists in a
State, under a program registered with the Bureau of
Apprenticeship and Training, U. S. Department of Labor.
The allowable ratio of apprentices to journeymen in
any craft classification shall not be greater than the
ratio permitted to the Contractor as to his/her entire
Work force un~er the registered program. Any employee
listed on a payroll at an apprentice wage rate, ~ho is
not a trainee as defined in Section S-le herein and is
not registered-as above, shall be paid the wage rate
. determined by the Secretary of Labor for the classifi-
cation of work he actually performed. The Contractor
or subcontractor shall be required to furnish to the
Owner written evidence of the registration of hiS/her
program and apprentices as well as of the appropriate
ratios and wage rates for the area of construction
prior to using any apprentices on the contract work,
Trainees will be permitted to work as such when they
are bona fide trainees employed pursuant to a program
approved by the U. S. Department of Labor, Manpower
Administration, Bureau of Apprenticeship and Training,
and when the subparagraph below is applicable, in
accordance with the provisions of Part 5, Subpart A,
Title 29, Code of Federal Regulations.
On contracts in excess of $10,000, the employment of
all laborers and mechanics, including apprentices and
trainees, as defined in Section 29 CFR 5.5 shall also
be subject to the provisions of Part 5, Subpart A,
Title 29, Code of Federal Regulations. Apprentices and
trainees shall be hired in accordance with the require-
ments of Part 5, Subpart A.
The provisions of Sections 5-14, S-15, and S-17
shall be applicable to every invitation for bids,
and to every negotiation, request for proposals,
or request for quotations, for an assisted con-
struction contract, and to every such contract
entered into on the basis of such invitation or
02 276
Page: B-13
negotiation. Part 5, Subpart A, Title 29, Code
of Federal Regulations shall constitute the con-
ditions of each assisted contract in excess of
$10,000, and each Owner concerned shall include
these conditions or provide for their inclusion,
in each such contract. These "Supplemental
General Conditions" shall also be included in
each such contract.
5-18
COPELAND "ANTI-KICKBACK" PROVISIONS
The Contractor shall comply with the Copeland
Regulations (29 CFR Part 3) of the Secretary of
Labor which are herein incorporated by reference.
S-19
SUBCONTRACTS
The Contractor shall insert in any subcontracts
these same. "Supplemental General Conditions."
S-20
TERMINATION AND DEBARMENT
A breach of anyone of the Sections S-15 through
5-19 may be considered by the Owner and by the
Economic Development Administration as grounds
for termination of the contract and for debarment
as provided in 29 CFR 5.6.
5-21
OVERTIME REQUIREMENTS
No Contractor nor any subcontractor contrac~ing
=or any part of the contract work which may require
cr involve the employment of laborers or mechanics
shall require or permit any laborer or mechanic in
any workweek in which he/she is employed on such
work to work in excess of forty hours in such workweek
unless such laborer or mechanic receives compensation
at a rate not less than one and one-half times hiS/her
basic rate of pay for all hours in excess of forty hours
in such workweek.
In the event of any violation of the clause set forth
in the subsection above, the Contractor and any
subcontractor responsible therefor, shall be liable to
any affected employee for hiS/her unpaid wages. In
addition, such Contractor and subcontractor shall be
liable to the United States (in the case of work done
under contract for the District of Columbia or
territory, to such District of Columbia or to such
territory) for liquidated damages. Such liquidated
02 21~
Page: B-14
damages shall be computed with respect to each
individual laborer or mechanic employed in violation
of the clause set forth above in the sum of $10.00 for
each calendar day on which such employee was required
or permitted to work in excess of the standard workweek
of forty hours without payment of the overtime wages
required by the clause set forth above.
The Economic Development Administration may withhold
or cause to be withheld, from any monies payable on
account of work performed by the Contractor or
subcontractor, such sums as may administratively be
determined to be necessary to satisfy any liabilities
and liquidated damages as provided in the clause set
forth above.
The Contractor shall insert in all subcontracts the
clause set forth above in this section and also a
clause requiring the subcontractors to include these
clauses in any lower tier subcontracts that may, in turn,
be made.
S-22
EQUAL EMPLOYMENT OPPORTUNITY
No person in the United States shall, on the grounds
of race, color, national origin, age, physical
handicap, or sex be excluded from participation in, be
denied the benefits of, or be subjected to
discrimination under any program or activity receiving
Federal financial assistance; Reference Title VI of
the Civil Rights Act of 1964 (42 USC 2000d) and
Section 112 of Public Law 92-65, Age Discrimination
Act of 1975 (42 USC 6102) and Section 504 of the
Rehabilitation Act of 1973 (26 USC 794).
Form ED-503 The Owner and all Contractors,
subcontractors, suppliers, lessees and other parties
directly participating in the Recipient's project
agree that during and in connection with the
associated agreement relating to the Federally
assisted program, (i) they will comply, to the extent
applicable, as Constractors, subcontractors, lessees,
suppliers, or in any other capacity, with the
applicable provisions of 13 CFR 311 and the
Regulations of the United States Department of
Commerce (Part 8 of Subtitle A of Title 15 of the Code
of Federal Regulations) issued pursuant to Title VI of
the Civil Rights Act of 1964 (P. L. 88-352), and will
not thereby discriminate against any person on the
grounds of race, sex, color, age, or national origin in
02 276
Page: a-i5
their employment practices, in any ~f their own
contractual agreements, in all serv1ces or
accommodations which they offer to the public, and in
any of their other business operations, (ii) they will
provide information required by or pursuant to said
Regulations to ascertain compliance with the
Regulations and these assurance, and (iii) their
non-compliance with the nondiscrimination requirements
of said Regulations and these assurances shall
constitute a breach of their contractual arrangements
with the Owner whereby said agreements may be
.cancelled, terminated ~r suspended in whole or in part
or may be subject to enforcement otherwise by
appropriate legal proceedings.
Executive Order 11246, 3 CFR 339 (1965) (Equal
opportunity Clause). During the performance of this
contract, the Contractor agrees as follows:
a. The Contractor shall not discriminate against any
employee or applicant for employment because of
age, race, color, religion, sex, handicap, or
national origin. The Contractor shall take affirma-
tive action to ensure the applicants are employed,
and that employees are treated during employment;
without regard to their age, race, color, religion,
sex, handicap or national origin. Such action shall
include, but not be limited to, the following:
employment, upgrading, demotion, or transfer:
recruitment or recruitment advertising: layoff or
termination: rates of payor other forms of compensa-
tion: and selection for training, including appren-
ticeShip.
b. The Contractor agrees to post in conspicuous
places available to employees and applicants
for employment, notices to be provided by the
Grantee setting forth the provisions
of this nondiscrimination clause.
c. The Contractor shall, in all solicitations or
advertisements for employees placed by or on
behalf of the Contractor, state that all qualified
applicants shall receive considera-
tion for employment without regard to race, color,
religion, sex., or national origin.
d. A notice to be provided by the Grantee shall be
sent to each labor union or representative of
workers with which he/she has a collective
02 276
Page: B-16
bargaining agreement or other contract of
understanding, advertising the labor union or
workers' representative of the Contractor's
commitment under Section 202 of Executive Order
No. 11246 of September 24, 1965, and copies of the
notice shall be posted in conspicuous places
available to employees and applicants for
employment.
e. The Contractor shall comply with all provisions of
Executive Order No. 1~246 of September 24, 1965,
and of rules, regulations, and relevant orders of
the Secretary of Labor.
f. The Contractor shall furnish all information and
reports required by Executive Order No. 1~246 of
September 24, 1965, and by rules, regulations, and
orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his/her books,
records, 'and accounts by the Economic Development
Administration and the Secretary of Labor for
purpose of investigation to ascertain compliance
with such rules, regulations, and orders. Each
Contractor and subcontractor of federally financed
construction work is required to file an Equal
Employment Opportunity Employer Information Report
(EEO-1) on Standard Form 100, annually on March
31. Forms and instructions are available at the
EDA Regional Offices.
g. In the event of the Contractor's noncompliance
with the nondiscrimination clauses of this
contract or with any such rules, regulations, or
orders, this contract may be cancelled,
terminated, or suspended in whole or in part and
the Contractor may be declared ineligible for
further Government contracts in accordance with
procedures authorized in Executive Order No. 1124~
of September 24, 1965, and such other sanctions
may be imposed (and remedies inVOlved) as provided
in Executive Order No. 11246 of September 24,
1965, or by rule, regulation, or order of the
Secretary of Labor, or as otherwise provided by
law.
h. The Contractor shall include the provisions of
paragraphs a. through g. in every subcontract or
purchase order unless exempted by rules,
regulations, or orders of the Secretary of Labor
issued pursuant to Section 203 of Executive Order
Page: B-17
No. 11246 of September 24, 1965, so that such
provisions will be binding upon each subcontractor
or vendor. The Contractor shall take such action
with respect to any subcontractor or purchase
order as the Economic Development Administration
may direct as a means of enforcing such provisions,
including sanctions for noncompliance; provided,
however, that in the event the Contractor becomes
involved in, or is threatened with litigation with
a subcontractor or vendor as a result of such
direction by the Grantee/Borrower, the Contractor
may request the United States to enter into such
litigation to protect the interests of the United
States.
i. Exemptions to Above Equal Opportunity Clause
(41CFR Chap. 60):
(1) Contracts and subcontracts not exceeding :
$10,000 (other than Government bills of
lading) are exempt. The amount of the
contract, rather than the amount of the
Federal financial assistance, shall govern in
determining the applicability of this
exemption.
(2) Except in the case of subcontractors for the
performance of construction work at the site
of construction, the clause shall not be
required to be inserted in subcontracts below
the second tier.
(3) Contracts and subcontracts not exceeding
$10,000 for standard commercial supplies or
raw materials are exempt.
Exhibit B
02 276
02 270
Page: B-l.8
STANDARD FEDERAL EQUAL EMPLOYMENT
OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS
(EXECUTIVE ORDER 11246 et seq)
1. As used in these specifications:
a. "Covered area" means the geographical area described in the
solicitation from which this contract resulted;
b. "Director" means Director, Office of Federal Contract
Compliance Programs, United States Department of Labor, or
any person to whom the Director delegates authority;
c. "Employer identification number" means the Federal Social
Security number used on the Employer's Quarterly Federal
Tax Return, U. S. Treasury Department Form 941.
(i)
d. "Minority" includes:
(ii)
(iii)
(iv)
Black (all persons having or1g1ns in any of the Black
African racial groups not of Hispanic origin);
Hispanic (all persons of Mexican, Puerto Rican, Cuban,
Central or South American or other Spanish Culture or
origin, regardless of race);
Asian and Pacific Islander (all persons having origins
in any of the original peoples of the Far East,
Southeast Asia, the Indian Subcontinent, or the
Pacific Islands);
American Indian or Alaskan Native (all persons having
origins in any of the original peoples of North
America and maintaining identifiable t=ibal
affiliations through membership and participation or
community identification).
2. Whenever the Contractor, or any subcontractor at any tier,
subcontracts a portion of the work involving any construction
trade, it shall physically include in each subcontract in excess
of SlO,ooo the provisions of these specifications and the Notice
which contains the applicable goals for minority and female
participation and which is set forth in the solicitations from
which this contract resulted.
J. If the Contractor is participating (pursuant to 41 CFR 60-4.5)
in a Hometown Plan approved by the U. S. Department of Labor in
the covered area either individually or through an association,
its affirmative action obligations on all work in the Plan area
(inClUding goals and timetables) shall be in accordance with
02 276
Page: B-19
that Plan for those trades which have unions participating in
the Plan. Contractors must be able to demonstrate their
participation in and compliance with the provisions of any such
Hometown Plan. Each Contractor or subcontractor participating
in an approved Plan is individually required to comply with its
obligations under the EEO clause, and to make a good faith
effort to achieve each goal under the Plan in each trade in
which it has employees. The overall good faith performance by
other Contractors or subcontractors toward a goal in an approved
Plan does not excuse any covered Contractor's or subcontractor's
failure to make good faith efforts to achieve the Plan goals and
timetables.
4. The Contractor shall implement the specific affirmative action
standards provided in Paragraphs 7a through p of these
specifications. The goals set for the Contractor in the
solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training of
minority and fe~ale utilization the Contractor should reasonably
be able to achieve in each construction trade in which it has
employees in the covered area. The Contractor is expected to
make substantially uniform progress toward its goals in each
craft during the period specified.
5. Neither the provisions of any collective bargaining agreement,
nor the failure by a union with whom the Contractor has a
collective bargaining agreement, to refer either minorities or
women shall excuse the Contractor's obligations under these
specifications, Executive Order 11246, or the regulations
promulgated pursuant thereto.
6. !n order for the nonworking training hours of apprentices a~d
~rai~ees to be counted in meeting the goals, such apprentices
and trainees must be employed by the Contractor during the
training period, and the Contractor must have made a commitment
to employ the apprentices and trainees at the completion of
their training, subject to the availability of employment
opportunities. Trainees must be trained pursuant to training
programs approved by the U. S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure
equal employment opportunity. The evaluation of the
Contractor's compliance with these specifications shall be based
upon its effort to achieve maximum results from its actions.
The Contractor shall document these efforts fully, and shall
implement affirmative action steps at least as extensive as the
following:
a. Ensure and maintain a working environment free of
harassment, intimidation, and coercion at all sites, and in
02 276
Page: B-20
all facilities at which the Contractor's employees are
assigned to work. The Contractor, where possible, will
assign two or more women to each contruction project. The
Contractor shall specifically ensure that all
superintendents and other on-site supervisory personnel are
aware of and carry out the Contractor's obligation to
maintain such a working environment, with specific
attention to minority or female individuals working at such
sites or in such facilities.
b. Establish and maintain a current list of minority and
female recruitment sources, provide written notification to
minority and female recruitment sources and to community
organizations when the Contractor or its unions have
employment opportunities available, and maintain a record
of the organizations' responses.
c. Maintain a cUrrent file of the names, addresses a~d
telephone numbers of each minority and female _
off-the-street applicant and minority and female referral
from a union, a recruitment source or community
organization and of what action was taken with respect to
each such individual. If such individual was sent to the
union hiring hall for referral and was not referred back to
the Contractor by the union or, if referred, not employed
by the Contractor, this shall be documented in the file
with the reason therefor, along with whatever additional
actions the Contractor may have taken.
d. Provide immediate written notification to the Regional
Director when the union or unions, with which the
Contractor has a collective bargaining agreement, have not
referred to the Contractor a minority person or woman sent
by the Contractor, or when the Contractor has other
information that the union referral process has impeded the
Contractor's efforts to meet its obligations.
e. Develop on-the-jOb training opportunities and/or
participate in training programs for the area which
expressly include minorities and women, including upgrading
programs and apprenticeship and trainee programs relevant
to the Contractor's employment needs, especially those
programs funded or approved by the Department of Labor.
The Contractor shall provide notice of these programs to
the sources compiled under Paragraph 7b above.
f. Disseminate the Contractor's EEO policy by providing notice
of the policy to unions and training programs and
requesting their cooperation in assisting the Contractor in
meeting its tEO obligations; by inclUding it in any policy
~
J .
k.
1.
02 276
Page: B-21
manual and collective bargaining agreement; by publicizing
it in the company newspaper, annual report, etc.; by
specific review of the policy with all management personnel
and with all minority and female employees at least once a
year; and by posting the company EEO policy on bulletin
boards accessible to all employees at each location where
construction work is performed.
g.
Review, at least annually, the company's EEO policy and
affirmative action obligations under these specifications
with all employees having any responsibility for hiring,
assignment, layoff, termination or other employment
decisions including specific review of these items with
onsite supervisory personnel such as Superintendents,
Supervisors, etc., prior to the initiation of construction
work at any job site. A written record shall be made and
maintained identifying the time and place ~f these
meetings, persons attending, subject matter discussed, and
disposition o~ the subject matter.
Disseminate the Contractor's EEO policy externally by
including it in any advertising in the news media, and
providing written notification to, and discussing the
Contractor's EEO policy with, other Contractors and
subcontractors with whom the Contractor anticipates doing
business.
h.
i.
Direct its recruitment efforts, both oral and written, to
with minority and female students and to minority and
female recruitment and training organizations serving the
Contractor's recruitment area and employment needs.
Not later than one month prior to the date for the
acceptance of applications for apprenticeship or other
tra~ning by any recruitment source, the Contractor shall
send written notification to organizations such as the
above, describing the openings, screening procedures, and
tests to be used in the selection process.
Encourage present minority and female employees to recruit
other minority persons and women and, where reasonable,
provide after-school, summer and vacation employment to
minority and female youth both on the site and in other
areas of a Contractor's workforce.
Validate all tests and other selection requirements where
there is an obligation to do so under 14 CFR Part 60-3.
Conduct, at least annually, an inventory and evaluation of
all minority and female personnel for promotional
opportunities and encourage these employees to seek or to
02
Page:
276
B-22
prepare for, through appropriate training, etc., such
opportunities.
m.Ensure that seniority practices, job classifications, work
assignments and other personnel practices, do not have a
discriminatory effect by continually monitoring all per-
sonnel and employment-related activities to ensure that the
EEO policy and the Contractor's obligations under these
specifications are being carried out.
n. Ensure that all facilities and company activities are
nonsegregated except that separate or single-user toilet
and necessary changing facilities shall be provided to
assure privacy between the sexes.
o. Document and maintain a record of all solicitations of
offers for subcontracts from minority and female
construction contractors and suppliers, including
circulation of solicitations to minority and female
contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors'
adherence to and performance under the Contractor's EEO
policies and affirmative action obligations.
8. Contractors are encouraged to participate in voluntary
associations which assist in fulfilling one or more of their
affirmative action obligations (Paragraph 7a through p). The
efforts of a contractor association, joint contractor-union,
contractor community, or other similar group of which the
Contractor is a member and participant, may be asserted as
fulfilling anyone or more of its obligations under Paragraph 7a
through p of these Specificationa provided that the Contractor
actively participates in the group, makes every effort to assure
that the group has a positive impact on the employment of
minorities and women in the industry, ~nsures that the concrete
benefits of the program are reflected in the Contractor's
minority and female workforce participation, makes a good faith
effort to meet its individual goals and timetables, and can
provide access to documentation which demonstrates the
effectiveness of actions taken on behalf of the Contractor. The
obligation to comply, however, is the Contractor's and failure
of such a group to fulfill an obligation shall not be a defense
for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for
women have been established. The Contractor, however, is
required to provide equal employment opportunity and to take
affirmative action for all minority groups, both male and
female, and all women, both minority and nonminority.
02 276
Page: 8-23
Consequently, the Contractor may be in violation of the
Executive Order if a particular group is employed in a
substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the
Contractor may be in violation of the Executive Order if a
specific minority group of women is underutilized).
10. The Contractor shall not use the goals and timetables or
affirmative action standards to discriminate against any person
because of race, color, religion, sex, or national origin.
11. The Contractor shall not enter into any subcontract with any
person or firm debarred from Government contracts pursuant to
Executive Order 11246.
12. The Contractor shall carry out such. sanctions and penalties for
violation of these specifications and of the Equal Opportunity
Clause, including suspension, termination.and cancellation of
existing subcontracts as may be imposed or ordered pursuant
to Executive Order 11246, as amended, and its implementing
regulations, by the Office of Federal Contract Compliance
Programs. Any Contractor who fails to carry out such sanctions
and penalties shall be in violation of these specifications and
Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these
specifications, shall implement specific affirmative action
steps, at least as extensive as'those standards prescribed in
Paragraph 7 of these specifications, so as to achieve maximum
results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the
re~~irements of the Executive Order, the implementing
regulations or these specifications, the Director shall proceed
in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor
all employment-related activity to ensure that the company EEO
policy is being carried out, to Submit reports relating to the
provisions hereof, as may be required by the Government and to
keep records. Records shall at least"include for each employee
the name, address, telephone numbers, construction trade union
affiliation if any, employee identification number when
assigned, social security number, race, sex, status (e.g.,
mechanic, apprentice, trainee helper, or laborer), dates of
changes in status, hours worked per week in the indicated trade,
rate of pay, and locations at which the work was performed.
Records shall be maintained in an easily understandable and
retrievable form; however, to the degree that existing records
satisfy this requirement, contractors shall not be required to
maintain separate records.
02 276
Page: B-24
15. Nothing herein provided shall be construed as a limitation upon
the application of other laws which establish different
standards of compliance or upon the application or requirements
for the hiring of local or other area residents (e.g., those
under the Public Works Employment Act of 1977 and the Community
Development Block Grant Program).
16. The goals for minority and female participation in each trade
. will be furnished by the Economic Development Administration of
the U. s. Department of Commerce.
S-23
OTHER PROHIBITED INTERESTS
02 276
Page: B-25
No official of the Owner who is authorized'in such capacity
and on behalf of the Owner to negotiate, make, accept or
approve, or to take part in negogiating, making, accepting,
or approving any architectural, engineering, inspection,
construction or material supply contract or any subcontract
in connection with the construction of the project, shall
become directly or indirectly interested personally in this
contract or in any part hereof. No officer, employee,
architect, attorney, engineer, or inspector of or for the
Owner who is authorized in such capacity and on behalf of
the Owner to exercise any legislative, executive,
supervisory or other similar functions in connection with
the construction of the project, shall become directly or
indirectly interested personally in this contract or in any
part thereof, any material supply contract, subcontract,
insurance. contract, or any other contract pertaining to the
project.
S-24
EMPLOYMENT OF LOCAL LABOR
The maximum feasible employment of local labor shall be
made in the construction of public works and development
facility projects receiving direct Federal grants.
Accordingly, every Contractor and subcontractor undertaking
to do work on any such project which is or reasonably may
be done as on-site work, shall employ, in carrying out such
contract work, qualified persons who regularly reside in
the designated area where such project is to be located,' or
in the case of Economic Development Centers, qualified
persons who regularly reside in the center or in the
adjacent or nearby redevelopment areas within the Economic
Development DIstrict, except:
a. To the extent that qualified persons regularly
residing in the designated area or Economic
Development District are not available.
b. For the reasonable needs of any such Contractor or
subcontractor, to employ supervisory or specially
experienced individuals necessa~' to assure an
efficient execution of the Contract.
c. For the obligation of any such Contractor or
subcontractor to offer employment to present or former
employees as the result of a lawful collective
bargaining contract, provided that in no event shall
the number of non-resident persons employed under this
subparagraph exceed twenty percent of the total number
of employees employed by such Contractor and his/her
02 276
Page: B-26
subcontractors on such project.
Every such Contractor and subcontractor shall furnish
the United States Employment Service Office in the
area in which a public works or development facility
project is located with a list of all positions for
which it may from time to time require laborers,
mechanics, and other employees, the estimated numbers
of employees required in each classification, and the
estimated dates on which such employees will be
required.
The Contractor shall give full consideration to all
qualified job applicants referred by the local
employment service, but it is not required to employ
any job applicants referred whom the Contractor does
not cons~der qualified to perform the classification
of work required.
The payrolls maintained by the Contractor shall
contain the following information: full name,
address, and social security number and a notation
indicating whether the employee does, or does not,
normally reside in the area in which the project is
located, or in the case of an Economic Development
Center, in such center or in an adjacent or nearby
redevelopment area within the Economic Development
District, as well as an indication of the ethnic
background of each worker.
The Contractor shall include the provisions of this
condition in every subcontract for work which is, or
reasonably may be, done as on-site work.
5-25
The Con ctor shall supply, erect, and maintai a project
sign (Exhi" I) according to the specificat" ns set forth
below:
.
EDA SITE
Size: Sign A: 4 I
Sign B: 4' x S' X 3/4"
Materials: Face:
- 1/4" ered Masonite
- 3/4" or gr er shop sanded
(or exterior) ood (one
side only)
nominal on four sides and
'.
'<'
'.
stip~orts:
Asse~ly:
,
".
"
".
Mounting:
Page: B-2'
02
276
center cross bracing
center cross bracing
.
/
only /
board wi:
4" X 4" X 12' nominal post
Sign A:
sign B:
2" x 4" frame to fit 4' x 8'
2" x 4" cross braces /
To be mounted directly to the 4" x ,4'''
post, with cross bracing
"
~ ns A and B are to b mounted to the 4" )/4"
po with a 3/8" minimum bolt and nut, 6ur on
eac~ side of the sign. Each nolt is t have two
washe s, one between the sign and the ead of the
bolt a the other between the post nd the nut.
Erection: 4" x 4"'p sts are to be set thre
deep into ncrete 12" in diame
Project signs wil
rights-of-way.
Location and ight of signs will be coordinated
agency respo ible for highway or street safety in
area, if an possibility exists for obstruction to
line of s' ht.
Paint: Face:
Rear:
Colors:
Lettering:
four feet
ts outdoor ena
tdoor ename
Crimson Red, Star
Specifically, whit
nd Royal Blue.
round~ "JOBS" in red~
silk scr en enamels.
Letter' g sizes and posit
i11us ated.
be as
erected on
the project, the sign is reusable,
of as directed by the EDA Regional
Whe ever EDA site sign specifications conflict with State
la or local ordinances, the EDA Regional Director may
dify such conflicting specifications so as to comply with
hat State law or local ordinance.
'() 2
? 7 Q,
Page: B-28
S-26
HISTORICAL AND ARCHAEOLOGICAL DATA PRESERVATION ACT
OF 1974
S-27
The Contractor agrees to facilitate the preservation and
enhancement of structures and objects of historical,
architectural or archaeological significance and when such
items are found and/or unearthed during the course of
project construction, to consult with the State Historic
Preservation Officer for recovery of the items.
Reference: National Historic Preservation Act of 1966 (80
Stat 915, 16 USC 470) and Executive Order No. 11593 of May
31, 1971-
CLEAN AIR ACT OF 1970, ET SEQ. AND FEDERAL WATER
POLLUTION CONTROL ACT AS AMENDED BY THE CLEAN
WATER ACT OF 1977
The Contractor agrees to comply with Federal clean air and
water standards during the performance of this contract and
specifically agrees to the following:
a. The term "facility" means Ca) any building, plant,
installation, structure, mine, vessel or other
floating craft, location or site of operations; (b)
owned, leased, or supervised; Cc) by the Contractor
and the subcontractors; Cd) for the construction,
supply and service contracts entered into by the
Contractor;
b. that any facility to be utilized in the accomplishment
of this contract is not listed on ~he Environmental
Protection Agency's List of Violating Facilities
pursuant to 40 CFR, Part 15.20;
c. that in the event a facility utilized in the
accomplishment of this contract becomes listed on the
EPA list, this contract may be cancelled, terminated,
or suspended in whole or in part;
d. that it will comply with all the requirements of
Section 114 of the Clean Air Act and Section 308 of
the Water Pollution Control Act relating to
inspection, monitoring, entry, reports, and
specified in Section 114 and Section 308,
respectively, and all regulations and guidelines
issued thereunder;
e. that it will promptly notify the Government of the
receipt of any notice from the Director, Office of
~2 276
Page: B-29
Federal Activities, Environmental Protection Agency,
indicating that any facility utilized or to be
utilized in the accomplishment of this contract is
under consideration for listing on the EPA List of
Violating Facilities;
f. that it will include the provisions of Paragraphs a.
through g. in every subcontract or purChase order
entered into for the purpose of accomplishing this
contract, unless otherwise exempted pursuant to the
EPA regulations implementing the Air or Water Acts
above (40 CFR, Part 15.5), so that such provisions
will be binding on each subcontractor or vendor;
g. that in the event that the Contractor or the
subcontractor for the construction, supply and service
contracts entered into for the purpose of
accomplishing this contract were exempted from
comp~ying with the above requirements under the
provisions of 40 CFR, Part 15.5 (a), the exemption
shall be nullified should the facility give rise to a
criminal conviction (see 40 CFR 15.20) during the
accomplishment of this contract. Furthermore, with
the nullification of the exemption, the above
requirements shall be effective. The Contractor shall
notify the Government, as soon as the Contractors' or
the SUbcontractors' facility is listed for having
given rise. to a criminal conviction noted in 40 CFR,
Part 15.20.
S-28
USE OF LEAD-BASED PAINTS ON RESIDENTIAL STRUCTURES
If the work under this contract involves construction or
rehabilitation of residential structures, the Contractor
shall comply with the Lead-based Paint Poisoning Prevention
Act (see 42 U.S.C. 4831). The Contractor shall assure that
paint used on the project on applicable surfaces does not
contain lead in excess of the precentages set forth in
Paragraphs (a) and (b) of this section. In determining
compliance with these standards, the lead content of the
paint shall be measured on the basis of the total
nonvolatile content of the paint or on the basis of an
equivalent measure of lead in the dried film of paint
already applied.
(a) For paint manufactured after June 22, 1977, paint may
not contain lead in excess of 6 one-hundredths of I
percent (.00006) lead by weight.
(b) For paint manufactured on or before June 22, 1977,
02 276
Page: 8-30
paint may not contain lead in excess of five-tenths of
1 percent lead by weight.
As a condition to receiving assistance under the Act,
recipients shall assure that the restriction against the
use of lead-based paint is included in all contracts and
subcontracts involving the use of Federal funds.
"Definitions
(1) "Applicable surfaces" are those exterior surfaces which are
readily accessible to children under 7 years of age.
(2) "Residential structures" means "houses, apartments, or other
structures intended for human habitation, including
institutional structures where persons reside, which are
accessible to children under 7 years of are, such as day
care centers, intermediate and extended care facilities,
and certain c?mmunity facilities.
Exhibit B
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02 276
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02
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02 216
EXHIBITS
EXHIBIT A
Core Report and Standard Drawings
i C.~>4I. ~. INCORPORATED02 21'0
P.O. Box 231, Colton, CA 92324-0231 . 1355 Cooley Dr., Colton, CA ~n\\nrErm
Phone (909) 824-7210 . Fax (909) 824-7209 LrU- .~.-:-U \'!J LS~
JAN 2 7 2000
January 27. 2000
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES
DEPARTMENT
City of San Bernardino
300 North "0" Street
San Bernardino. California 92506
Attention: Mr. Jarb Thaipejr
Job No. 00068-1
Subject:
Asphalt Concrete Coring .
Art Townsend Drive and North Otto Gericke Drive
San Bernardino. California
Dear Mr. Thaipejr:
As per your request. representatives of this firm cored the pavement along the subject alignment
January 26. 2000. in order to obtain information relating to the thickness of the asphalt concrete
(AC).
Three core samples were taken. In the areas sampled the asphalt concrete was underlain by native
soil. The samples were returned to the laboratory for measurement. The areas cored and sampled
were selected by representatives of the City of San Bernardino.
SOilS ENGINEERING . GEOLOGY . ENVIRONMENTAL . MATERIALS rESnHG . EVA-LUAnaN . CONSTRUCTION INSPECTION
02 276
C.H. -I.
Page No. 2
Job No. 00068-1
The measured thickness of the AC is indicated below:
Core No.: 1 2 3
Location An Townsend Dr. Art Townsend Dr. North Otto Gericke Dr.
100' North of 150' East of 100' North of
Del Rosa Ave. North Otto Gerick Dr. Art Townsend Dr.
Thickness (ft)
AC 0.54 0.81 0.31
Underlying Native Native Native
Material Soil Soil Soil
We trust this information is as requested. Should you have any questions. please feel free to contact
this firm at your convenience.
BW/RJJ:II
Respectfully submitted.
C.H.J., INCORPORATED
V3~ W~
Ben Williams. Senior Staff Epgineer
~y
Robert J. Johnson, G.E. 443
Senior Vice President
Distribution: City of San Bernardino (4)
JUN-08-2001 16:09
CAL ~EST CONSULTANTS
BORING SUMMARY NO. A
F "920 P. 002/006'
02 276
LOCATION: Ste. 46+50, Art Townsend Dr., 350'+/- West of Del Rosa Dr.
DATE DRILLED:
OS/21/01
l "; i ~ /
'I: Cl: Ii ""
~ ~ 'C ~
If: ;;;; CI,) iJ5/i:' ;:: :s MA TERlAL DESCRIPTION
II o 052;;e !!!<.J 0
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AC.,.
1 Silly Sand, F..e to Medium S1ighUy Dry Ugh! Brown
Dense
2 Dark Brown
30
3 Ring 30 10.6 105.7 85
4
Brown
5 Ring 30 15.3 90.6 79 .
6
7 15
8 Ring 3S 5,4 106.6 90
Red-Brown
9 Sand Fine to Medium BIllWT1
Silty Sand, Fine Black
10 Ring 26 19.0 81.5 71
11 13
12
13 Ring 27 15.6 932 79
14
Sand with Gravel, Fine 10 Coarse Slghlto Reddish
15 Modaralely Iltown
Danse
16 Ring 19 5.7 105.0 85
17 END BORING AT 16.5 FEET
NO FREE GROUNDWATER
18 ENCOUNTERED
19
.
20
21
22
23
24
25
Ring = 2.5" 0.0. Ring Sampler
SPT = Standard Penetration Tesl
Art Townsend Drive and Olto Gericke Drive EXHIBIT
for the City of San Bernardino NUMBER;
1
CAL-WEST Consultants JOB NUMBER: 342.069
BORING SUMMARY NO. B
~~~20 P.003/006
02 276
JUN-08-2001 16:09
. . CAL 'fEST CONSULTANT S
LOCATION: Sta. 43+00, Art Townsend Dr., 700'+/- West of Del Rosa Dr.
DATE DRILLED:
OS/21/01
..... ~ Ii I; ij'
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I<; ~ !!!!i -. fl 1M TERlAL DESCRIPTION
~ ff1 [1 ~i ~t: ~~ fiJ
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1 I ADa. Base rGraveDv Sand F..coarse Moderately Dry Gra"
Silly Sand, Fill. to llfedium Dense DarkB~
2
23
3 Ring 23 4.9 101.7 86
Slightly Reddish
4 MoIst BR7Nn
5 Ring 14 20.3 91.1 72 37
6
Sandy SIR. Rne Moist BR7Nn
7
8 Ring 31 24.0 93.6 74 Sand, Fine to Medium Sl;ghtly
Moist
9
10 Ring 22 7.7 77.3 69
11
12
13 Ring 25 4.7 102.6 91 SDly Sand. Rna to Medium Black
14 Sand, FWle to Coarse MoIst Gray
. Brown
15
Ring 40 3.7 118.0 95
16
17 END BORING AT 16.5 FEET
NO FREE GROUNDWATER
18 ENCOUNTERED
19
20
21
22
23
24
25
fling = 2.S" 0.0. Rin9 Sampler
SPT = Standard Penetration Test .
Art Townsend Drive and Otto Gericke Drive EXHIBIT
for the City of San Bernardino NUMBER:
. 2
CAL-WEST Consultants IJOB NUMBER: 342.069
JUN-08-2001 16:10
CAL ~EST CUNSULIANIS
r~~LU t' .UUq/UUb
BORING SUMMARY NO. C
02 276
DATE DRILLED: 05121/01
LOCATION: Sta. 22-+<lO, Otto Gericke Dr., 200'+/- North of Art Townsend lk
~ ~j ~ /
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<<: @ ~!ff t;j /4' ;::: MATERIAl DESCRIPTION
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ACT
1 SllySand, F'"", to eoa.... SlighUy Slightly Dart Brown
Dense Moist
2
3 Ring 1 5.0 105.8 90 27
4
5 Ring 17 15.4 96.1 81 Silty Sand. Ane 10 Medium Red-Brown
6
7 27
8 Ring 12 2.2 91.1 77
9
10 Rin" 61 34.2 98.2 83 s.... San" Fine Finn Ve'" Moist Ok Bm-BIk
Sand. Fine 10 Medlum Slightly SighUy Brown
11 Dense MOst
12
13 Rin9 21 4.3 110.6 89
Silty Sand, Fine Moist
14
15 1.! Sand with Gravel, Fine to Coarse Dense S1ighUy
Ring 102 112.4 91 MoIst
16
17 END BORING AT 16.5 FEET
NO FREE GROUNDWATER
18 ENCOUNTERED
19
20
21
22
23
.
24
25
IRing = 2.5" 0.0. Ring Sampler
k::PT = Standard Penetration Test
Art Townsend Drive and Otto Gericke Drive EXHIBIT
for the City of San Bemardino NUMBER:
3
CAL-WEST Consultants JOB NUMBER: 342.069
JUN-08-2001 16:11
CAL WEST CONSULTANTS
F ~920 P. 006/006
02 276
MAXIMUM DENSITY-OPTIMUM MOISTURE CHECK POINT
ASTM 0-1557
MAXIMUM OPTIMUM
DATE BORING DEPTH DENSITY MOISTURE
SAMPLED NUMBER (IN FEET) SOIL DESCRIPTION (PCF) 00
OS/21/01 A 9.0 -12.0 Brown, Silty Sand, with a Trace of Clay 114.9 14.1
05121/01 B 12.5 - 13.5 Brown, Sandy Silt 112.5 15.2
05121/01 C 4.5 - 8.5 Yellow, Silty Sand, with a Trace of Clay 118.2 9.1
OS/21/01 D 0.0 - 5.0 Brown, Silty Sand 124.0 8.3
.
SUMMARY OF LABORATORY TESTING
For t.e Oty dSu Ber..nlillO
EJI:.ibit
Nuraber:
s
DATE: Junel, ZOOI
I SCALE: NODe .
I Job Number: 341.069
CAL-WEST Consultants
Consulting Engineers
TOTAL P. 006
BORING SUMMARY NO. 0
F "920 p. 005/006
0'2. 276
JUN-08-2001 16:11
CAL WEST CUN~ULIANI~
LOCATION: Sla. 25+50. Otto Gericke Dr.. 540'+/- North of Art Townsend Dr.
DATE DRILLED:
05121/01
1~1: ~ ~1 1- " /
~ ...."t:: ;;"
::; !!]'2:: f;j' g ::; MATERIAL DESCRIPTION
~ {fJ a ~; ~~ /!~ fi!
;x: it ~.... Cl Clj$ ~~ 0
5 1 ~~ aJ~ ~ ~
;;:fS is!!] '818
SilvSand Fine to ......om S1ighay Drv B<own
1 Den..
2
3 Ring 12 7.7 97.6 79 34
4
5 1U19 19 2.1 102.0 82
Sand. Fine to CoarH Moist Red-Brown
6
7
8 1U19 25 5.6 91.3 n
Sand with Sill, Fine to Medium Dry Gray-8rown
9
10 Ring 31 1.7 109.1 88
11
12 Ring 32 No Reco BI)'
Sample Not Relumed
13
14 .
15
16 Rln9 27 0.9 105.8 90
17 END BORING AT 16.5 FEET
NO FREE GROUNDWATER
18 ENCOUNTERED
19 .
20
21
22
23
24
25
Ring = 2.5" 0.0. Ring Sampler
ePT = Standard Penetration Test
Art Townsend Drive and OtIo Gericke Drive EXHIBIT
for the City of San Bernardino NUMBER;
4
C~WEST Consultants JOB NUMBER: 342.069
MAR-21-02 14:44 FROM:CSB PUBLIC WORKS DIVISION
1
..' EAL-
,...,
10,8083845155
02 276
CbNSTRUCTION MATERIALS ENGINEERS
TESTING & INSPECTION
PACE
2/E
February 9, 2001
LN. 342.067
Ronald F. Carducci. P.L_
Je . R.CT"
A TI'N:
-
Rick Aspril
City of San Bernardino
Public Works Division
300 North D Street
San Bernardino, CA 92418-000 I
.
RE: Structural Street Section Design
Art Townsend Drive and Otto Gericke Drive
San Bernardino International Airport
San Bernardino, California
~
Dear Rick:
At your request. we have obtained samples of the subgrade soils within the
proposed improvement project of Art Townsend Drive and Otto Gericke
Drive at the San Bernardino International Airport.
A total of four samples were obtained. Two samples were taken by coring
the asphalt pavement and sampling the underlying soil. Core C-9 was taken
in the pavement' of Art Townsend Drive, 196 feet west of Del Rosa A venue
and 25 feet north of the south curb. Core C-lO was taken on the proposed
alignment of Otto Gericke Drive. The core was taken in the parking lot
north of Art Townsend Drive and was located 1,000 feet west of the
centerline of Del Rosa Avenue and 98 feet north of the centerline of Art
Townsend Drive. Boring B-1 was taken 600 feet west of Del Rosa Avenue
and 8 feet south of the south curb in the parkway just south of the sidewalk.
Sample B-2 was taken in the field just south of Third Street on the proposed
alignment of Otto Gericke Drive. It was located 1,000 feet w~t of Del Rosa
Avenue and 500 feet north of Art Townsend Drive.
CAL-WEST Consultants
12210 MICHIGAN AVE.' SUITE 26' GRAND TERRACE. CA 92313.5476
Phone (909) 824-1m. FAX (tOt) 783-3608
E-Mail: engineerOcal.we.t.com
MAR-21-02 14:45 FROM:CSB PUBLIC WORKS DIVISION
. .,....-
..,. )
10:9093845155
PAGE 3/E
02 276
City of San Bernardino
February 9,2001
Page 2
A summary of the core thicknesses. sand equivalents, and moisture contents
of the various materials is presented on Exhibit I. Aggregate base was not
observed in either core location. The sample of soil from test location B-2
was subjected to R-value testing in accordance with California Test Method
30 I. The results of those tests are presented on Exhibit 3.
Based upon the results of Our laboratory tests and on a Traffic Index of9.0
received from your office, we have detennined a recommended structural
section for this project. Our recommeflded structural section is presented on
Exhibit 2.
We hope this information is sufficient for your needs at this time. If you
have any questions, please contact this office.
~:3 truIYYO~S:
\~G:
~onald F. Carducci, P.E.
Materials Engineer
/~..."-~
. . '. ...., ,
.'./ \ "'~>'.:::". . ...<. .'- ~ '\
.J"~ ~: t_:.,;",,-,~, .\
,", "'\ : \ .
j
I
RFC:sls~20067 02-OO.{)! SlrUCI"~ S"'l s..tion Desi..,
Attachments
MAR-21-02 14.45 FROM,CSB PUBLIC WORKS DIVISION
ID'S0S3S45tS5
PAGE
4/E
~) ,
..' " .
02 276
.
.
CA TEST 2n AC CORE
.
DATE SAMPLE SAND PERCENT THICKNESS
SAMPLED DESCRIPTION eaUlVALENT MOISTURE CINCHES I
02103101 8-1 36 4.7
02103101 B-2 36 7.4
r
02103/01 C-9 50 9.9 61/2
02103/01 C-l0 41 8.2 1314
j
SUMMARY OF LABORATORY TESTING
A.nTo_ullHllld on. Gericke 5lRet lmpl'ovemu*, El<blbk
s.. 8tm11'C11ao. Calir.ml. /'lIulPbtr: I
for III. all' .r SII ......rdl..
>>4TE: February P. :!GOI seoU.I: Non. I Job Numb.r: 341.1H17
CAL-WEST Consultants Consulting Engineers
MAR-21-02 14:45 FROM:CSB PUBLIC WORKS DIVISION
10,9093845155
PAGE
5/E
)
FLEXIBLE PAVEMENT DESIGN
02 276
Art Townsend Dr. and Otto Gericke Dr.
T. I. '= 9.0 received from Rick Aspril.
R-Values of Basement Soil- 74 (by exudation)
DESIGN R- VALUE "'" 60
R-Value of Aggregate Base (AB) = 78
Gf of Aggregate Base = 1.1
Geof Asphalt Concrete Pavement - 1.89
-
GE required over AB = 0.0032 * n* (lOO-R) = 0.0032 · 9.0 · (100 -78'" 0.63 ft.
Total GE required"" 0.0032 * 9.0 · (100 - 60) .. 1.15 ft.
Safety Factor (SF) not used for local street design.
Material in Layer
Gravel Equivalents (GE) (ft.)
-------- - Actual Design
Formula Required Used Thickness (ft.)
Asphalt Concrete (ACP)................ 0.63
Aggregate Base (AB)......... ....... ..... 0.52
Total Section......... ... .... 1.15
- 0.63
- 0.52
1.15
0.66
0.55
0.35
0.50
1.21
0.85
Therefore, we recommend a structural section of: 0.35 foot of Asphalt Concrete over 0.50
feet of Aggregate Base over the prepared subgrade. ,
STREET IMPROVEMENTS OF ART TOWSEND DRIVE AND OTTO GERICKE DRIVE
CAL-WEST Consultanhi
SID llcoMnIiDo iaIamdianol AiIpad
FoclbcCily ol'SIIlIlnardiAo
SIIlSonwdilo, Cllifomi.
IMTE:F.-.,.a.1801 1 sc.u.a:_
IlhIIIlt
N_bor. 2
I J.. N_..... JC.06l _
Conaulting Engineers
MAR-21-02 14.46 FROM.CSB PUBLIC WORKS DIVISION
10.8083845155
PAGE
6/6
:
)
,
~-
'() '2 2"7 6
CA TEST 301
MOISTURE MOISTURE
CONTENT EXUDATION DRY EXPANSION
SAMPLE SPECIMEN COMPACTION PRESSURE DENSITY PRESSURE STABILOMETER
LOCATION NUMBER (PERCENTl (PSIl !f'Ql !EID R.VAlUE
Core B-2 1 - 10,2 157 121.6 0 69
Otto Gericke Drive . .
2 9.7 341 121.1 0 75
3 9.5 494 121.1 0 78
4 9.2 796 121.1 0 78
,
R-VAlUEAT EQUILIBRIUM
R-VALU~ TRAFFIC INDEX
74
4.0+
SUMMARY OF LABORATORY TESTING
4n: TO\/rDltlld aad one Gericke Street Improv.~"
San Bcnaarcliao. CaUrorni.
'Dr ,.. City .rs.. .....rdl.o
Fob.../')' 9.2001 I SCALE: ND.e
Exhibit
Number. 3
I Job Numb.r; 3430067
Consulting Engineers
DATi:
CAL-WEST Consultants
CITV
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(LOCAL STREETS WHEN APPROVED BY THE ENGINEER)
/2-
24"
.. .. ,;.
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.
.
b .
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. ,
TYPICAL SECTION
ROLLED CURB
IONL Y FOR SPECIAL APPUCATlONS AS
APPROVED BY THE CITY ENGINEER)
CITY OF SAN BERARDINO-PUBLIC WORKS DEPT.
TYPICAL SECTION-
P.C.C. CURB 8 GUTTER
TYPE "A"
P. e.c. CURB
APPROVED,
~.....y 27
STANDARD
19& No.
200
02 276
PERMIS5A8LE
ALTERNATIVE
IliKt!..e.
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(LOCAL STREETS WHEN APPROVED BY THE ENGINEER)
CITY OF SAN BERNARDINO- PUBLIC WORKS DEPT.
3611 a 7211 CROSS GUTTER
APPROVED,
Msv 27
-
1982
STANDARD
No,
CITY ENGINEER
201
't)2 2? 6
.,
?
nIVv-.-JIIwr
/
VARIES
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4
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VA~/ES
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SECT/ON EXI.$7"$ 011 tJOTH .sIDE$ OF '-OT.
,?) FOR /'1EAIII~RIN6 .s/P~WAI-K.s.
I
'(I
I
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GENERAL NOTES:
I)t:'ONt:1f'ETE t:J.Ai4 -ND-I:.,rJ1()O
r.) WEAKENED ~E JOINT.I T~ I'I4T(:1/
"un ~INT.4.1 PM'ECTi!!PIY
TIlE. EIIIt!1/N6EI2',
6) CU~/AJ5 /%lI'1R)IA\IO 4H~ Ie
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6QP; ~ I
.II_HMJ/::
~'D46P
;/DIAlA,I.,I1I:
..ell ~.#t:E
TYPICAL SIOEWAUC
TRANSITION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. Atr.~ED
SIDEWALK LOCATION
Of"
STD. NO.
,1983
202
02 276
TYPE I PLAN
O.SITE ORIVE AISLE
CURB FACE X Y
tOO 2.11' 2.11'
10" 3.0' 2.0'
....AA/~~/Nf;
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y X
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I I
EXIITINI DII PIIOPOIED
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I
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PULL NEIINT
CUIII (TYPICAL)
CITY OF SAN BERNARDINO I PUBLIC WORKS DEPARTMENT
COMMERCIAL
DRIVEWAY APPROACH
I. .6 STANDARD
NO. 204
INUT I
DP .
0'2 276
9.25' IIIN.
h. PROPERTY
4/0'
LINE
PARKWAY WIDTH
~1"'MAJ(.
'LOPE Y.t"/ FT.
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i O_N__'TE
8Y- ",as
#~./" lUX.
.1 .
:~.:;:;
DRIVEWAY
l
.
....
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SECTION A-A
(FOR PARKWAYS 14' OR LESS)
PARKWAY WIOTH
G"'EATE~ r!lA/V' 11"
,
S,Z5,.,IN.
4.c'
IIAJ/'/~A.P
IY-,I'lfH
t4'YPT. MAX.
~ .
"IrO~ERTY LINE
j
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~
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....
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SECTION A - A
(FOR PARKWAYS GREATER THAN 14')
NOTES:
1.
SCORING LINES SHALL BE EQUALLY SPACEO AT 10' D.C. MAXIMUM, THEY SHAll. SE 3/4"
DEEP AND SHALL BE PU\CED PRIOR TO LOSS OF FREE WATER.
THE 4'-WIDE HANDICAP BY-PASS SHALL BE FREE OF OBSTRUCTIONS AND SHALL SLOPE NO MORE
THAN 1/4" PER FOOT.
DRIVtWAY APPROACH SHALL BE CONCRETE 52D-C-2500'UNLESS OTHERWISE APPROVED BY THE
CITY ENGINEER.
IN INDUSTRIAL OR COt1"1ERCIAL AREAS WHERE THE REQUIRtMtNT 'DR SIDEWALK HAS BEEN
WAIVED, THE 4'-WIDE RANDICAP BY-PASS SHALL EE DELETED.
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.
2.
3.
4.
c
~.
CITY OF SAN BERNARDINO/PUBLIC WORKS DEPARTMENT
COMMERCIAL DRIVEWAY APPROAC H
".. STANDARD
NO. 204
SHEET 2
OF2
()2 'Cfo
.3 5/B" MINIMUM
THICKNESS
0" CURB FACE
_""___C:;I:.~.t._____ - .'
;T----~~:5r- ~. ',". ==--: ..'
L
1 " SIDEWALK
2.iJS men. ....
:::::::::::J
ReOVlNG
a APPROx. 3/4-
.. 1/4"}!1/4-
~J~ I ~ <;...-n;.
~~:~~~
'", ...~:. ...:: -: .~-:. :~"':.. ~'.:. ~
GROOVING DETAIL
.......
CURB RAMP SEC170N
SIlEW>UC
SIOEWAl.X
:.:
-'
~
Vl
Vl :.:
0 -' i
Cl: ~
U
Vl
.. 0
I Cl:
U
in
CROSSWALK
;
NOTES
1. CONSTRUCT P.C.C. IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR PUBLiC WORKS CONSTRUCTION.
2. THIS RAMP TO BE USED ONLY AT THE CENTER OF" A CURB RETURN. WHICH IS THE PREFERRED
LOCATION. OTHER DESIGNS ARE TO BE APPROVED BY THE CITY ENGINEER.
.3. -L" & -x" SHALL BE CALCULATED BASED ON .CURB HEIGHT AND THE CROSS SLOPE OF SIDEWALK.
4. TYPICAL DESIGNATION ON IMPROVEMENT PLANS SHALL BE: CONSTRUCT CURB RAMP PER
CITY OF SAN BERNARDINO STANDARD DRAWING NO. 205. L=___. Xz____.
5. NO CURB RAMP SHALL BE PERMITTED WITH "L. SLOPES BETWEEN 5" TO 6.67".
CURB RAMP
SI'ANDIJW
NO.
cm OF SAN BERNARDINO I PUBUC WORKS DEFT. APPROJIED
205
,"
m' SlDEwALI( ""u," ~I
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TYPE I
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T YF'E II
SECTION
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-- --
POINT 0
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GRACE !.INE .fllt IlIIitO"IL.f
il'O.NT II'
POlllff 0
STEEL LIST
NOTES: . . GALVANIZED ANCHOR A.
nEEr. AP\lGLE , , - H
FLOOIIt O' '0' TO 'E "lItOW[L.EO SMOOTH ," -0" 3" i 2 T~. 2".1 F' Z ., T" I' -9"
"'HfN THE TOE O' '1.0"'[ '. "'ITIoI'1\I THE .''''. tNLET T"ltE I I[GINS ,'- 6" I .r- ,"
AT THE TOE IU.T""E" T""AI'f AT THE .,. I..INE
, '0. O"EIII DITC"" A"""OAC"" C T""f n J THE z' U:TfNSION OS 'OT IItEOUIREO z'-o" z' - ,"
WHEN 'HE 'ACK 0" .AI.I( ,. Z. 0" tIIOllt!" ,.IIto.. THE .,. t.INE. ,-." I ]'- ,"
, '0. 01' tN...ET ST.ltuCTUlltf t T",.!: I . '" TO IE FI.U$lol WIT,", AOJ.CEI''fT ]'- 0" ,'-,"
'Ult"AC[ W~lIt( """CT,C"II.( . .
, A H[AOEO 5T(EL. s" ,.. "'EAO .. ,'-6"1 ." "'~3"
STUD i JC'1 wrtM 0., ATT.C"'[O ., , "'ULI..
II"!N!TlUTIOfrt lun W[1..0 M" .E USED AS .. "1..1["N.T[ "Ne...o". "'-0" j , .. ," "'-9"
. NO"..... Cu"l ,....CE AT 1I"0lfrtT III AND Q a. ," AT !l'DINT . .'0 . ....," ," 3';". ,.'. +" ,.:.... ,. -)"
.
"-0" ," "-9"
~'-t" c" .'- )"
"-0" 3""" ,,'-,"
CITY OF SAN BERNARDINO PUBLIC WORKS DEFT: APPROVED :J-/S'r 6?
PARKWAY CULVERT NO,I ~A'~A
DIlECTOR OF PUBUC WORI<SI
CITY ENGINEER
STANDARD
NO.
400
I
I
I
I
I
I
I
0,
, 0
,0
, ,
, .
R~l
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II
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I FACE
2'-0"
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ANCHOR:
TELESPAR ;:
I 2\1.- SQ..30"
12 GA.
:;@
I
Avenue z Av.
Alloy . Alloy
Bouloyard . Blvd
Conlor . Clr
Clrclo = Cr
Courl . CI
Drlvl . Or
HI QIlway . Hwy
lan. . Ln
Placo . PI
Parkway . Prkwy
Road . Rd
Slato Roulo. Rio
Slrool . SI
Troll . Twr ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL
Way . ay ~
. ~~~ ~ !
.., ~ .. 0 U~ ,,-- ~
SIGN A UNTING ~ ~l~. ~ N
I UNSIGNALlZED I D
INTERSECTION ,~~.. ~ ,
en 14.=, _
r-"11k!'QIC
"t,C I .
DIA. ,
LOCAL / LOCAL
3\1." ~ ~---CI1.
6- .,:.. . 0' ~ i'I,pN
NO~ _ . _ _ II AIlE ~ ~ 7""'II ~ TOP '-;.80TT;_OM\ 1 '_
BE CENTERED IOTIl VERT. , HORII. Ul ~~.>;;
I WITIl ZY." ClEAR ON ENDS I ON
SIGN ILAIlE.
MIN. LETTEIl SPACING. 75X
I F.H.W.A. STANDARD I
ABBREVIATIONS
02 216
ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL
~~~'
. t ~~~,.,
.. .' . - -~ '
ISI~~ZEDI ~[T-""-=-~'~
INTERSECTION. ,~~~~ ~
24" MIN.
36" MAX. OR APPROVED
USE WESTERN HIGHWAY PROOUCTS
I OR APPROVED EQUAL I.
TOP OF EXISTING
SURF ACE
,
o
,.,
o
I '" & 9" I SIGN BLADES ARE O.OB GAUGE EXTRUDED ALUMINUM
ALLOY WITH .250" STIFFNER AT TOP & BOTTOM EDGES. DOUBLE
. FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKROUND
6" SIGN BLADE TO BE FABRICATED USING ENGINEERING GRADE
SHEETING. & 9" SIGN BLADE SHALL BE FABRICATED USING HIGH
INTENSITY REFLECTIVE SHEETING,
( 12" J SIGN BLADE SHALL BE 0,08 GAUGE FLAT ALUMINUM ALLOY
SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACK-
ROUND BOTH FABRICATED USING HIGH INTENSITY REFLECTIVE
SHEETING & ATTACHED TO SIGNAL POLE AT 96" FROM SIDEWALK
USE BRACES WHEN 3'" OR LONGER IN LENGTH.
SIGN, TO, SIGN BRACKET, SUPR,LOK 2N990X. .280" WIDE
SLOT, VANDAL, PRUF BOLTS 2NVPAI2.
POST, TO - SIGN BRACKET, SUPR ' LOK 2N97 SOX2 .280" WIDE SLOT.
VANDAL, PRUF BOLTS 2NVPAI2.
SIGNPOST TELESPAR 2" sa., 12 GA. HELD TO A 2\1." SQ..30' H.D. ANCHO
FOUNDATION, PORTLAND CONCRETE CLASS 500-C-2500
MAX. SLUMP = 5".
@
@
@
@
STANDARD
NO.
504
I OF 2
W
CITY OF SAN BERNARDINO I PUBLIC WORKS DEPT,
?
STREET NAME SIGN
02 276
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"L" INTERSECTION
LEGEND
.. OOVBLE SIGNS WITH OR WITHOVT 1'1.1
.. SINGLE SIGN WITH OR WITHOVT 1'1-1
NOTE:
LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXMATE.
AL TERNATE LOCATIONS TO BE APPROVED BY ENGINEER. TYPICAL
LOCA TIONS: ON B.CR OF N.E. I S. w. CORNER OF INTERSECTIONS.
FOR VNNAMEO PRIVA TE STREETS. THE WORDS -PRIVA TE STREET"
SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN.
MAJOR STREET = AFlTERIALS
MINOR STREET. COLLECTORS I LOCALS
CITY OF SAN BERNARDINO I PUBLIC WORKS DEPT.
STREET NAME SIGN
'fA ~7?
RE TO W KS
CITY ENGI
STANDARD
NO.
504
2 OF 2
02 276
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CITY OF SAN BERNARDINO Pl.9UC WORKS OEPT. APPROVED
IO-~-f/'J
BARRICADE
DETAIL
STANDARD
NO.
505
02
276
S.L. LUlIE" P I.-\IRE HEleHT(t) I. ACCEPTABLE POLES
lW.ens) l8.E.1
11-1 2 2 ICI-2 , lIIIO- -API
. e500 '00 "-ISO 23 2. lel-25" 18>-7 -API
C .6000 .50 .. -150 28 30 Ie 1-2IF' MBO-B.5-AP6
0 22000 .200 M-4ooA 28 30 lel-28FI "8O-8,'-&PI
E 27500 250 M-4OO6 28 30 lel-28F6 MeO- 8.'-API
(
6'
U.....lltE' '.E. "-'80/400'& CUTO~"I WITH ~.E. "I[CI[~T.CL.I[. 240... AC. WITH M..".S.V.
LA"" (II. E. - LUCALOX J. ".E. CONTltOL - IfISHER "'IERCE MODEL ...0. I 105" 115 VIAl:; l,
'''L.AST SHAL.L. II: IIt(GUI....TOIl TV,"l.
....ST A"M' SHALL IE COM"'AT....E WTTH POLE TENON AND CONFOIItM TO ASTN AI20 FOR
."LV. STEEL. ".,,( 0.. 8083" fa FOR AL..UM. PIPE.
POLE-
1. .HAL.L 8E OeTAeONA1.. .T....rTltlCALLT U"''''EflEO. ".ICA'T '''''EST''E'SlD CONCltETE, ....'UIIA!. IItA" WITH
lLAC. '.110 .MlTI """II"TI. WITH ANTII""'..ITI IUII'.CE. METAL ...., IE USED UNOllt ''''leIAI..
ClWcwn.ItCKI.
Z. SHALL IE 'An: IIOUNTID. OUtlCT aUltlAL ""T ALLOWED.
3. "ANOMOLE I"ALL ''''CE CU.,.
4. SHALl. lIE ~LU'''. "AX. V""lllANCE O.O'''/ft.
5. LOCATION' TO ..oLE CIEKrIEIt)- Z' ""OM au,. 'ACE. 5' FItO.. 'C". "II'ItO.. 'I"E HYDRANT CI[NTE" .
4' ,ltO.. D"IYI[WAT lOll ANO OTHI" OPTItUCTIClIlI'.
.. ~JDf 4' CLI..." _WAU WIDTM ,1tOtrf .-oLE Eon.
7.'O&.T ClltCLE OI.....ETE'" IZ UZ.....ItOfiIl. III/Z.CENTJtICON.
t, M"'TE"I"'LS 'HALL 'E '''0'' ....E ....INFACTU.E" ALONt .......! ITItEET.
j
'U.EHOLOE" TItOH MEX C Z40YOLT ClIltCUlTl WITH ....,
I'USE. .u......... ..,... DIY, Oft EOUAL, "UIE. 'MALL
H ""TED AT "YE TI"ES tALL"T LINE ClM1tINT.
C~E" .U....AN IULL"IN 'II'M-II),
11
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2'
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II''' "0. I .... ""TAIL - I" InYlct: OIItlC'T
,1tOM UTILITT co. IK/-LOX ItEOUI"ED '0"
OI....IL...1lI "ET"'LS.
CAP
DETAIL
FUSEHOLDER DETAIL
II'OUNO...TIDN'I. ~.c.c. -.o-C-IZSO ~ELIt SIEC. tOI STD. '~ECS. trOfl ~... CONST.
I. ANCHClIt IOLTI 1- I :,.- I 4 - 141 ~ELIt ,UTili 01111.
30.
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED ~-Is-- 8~
STANDARD
NO.
STREET
LIGHT
STANDARD
~%~+
OIR OR OF PUBLIC S I
CITY ENGINEER
SL-I
02 276
~" 1/4" th II' I I
r-
,..--- ....-"
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i 'ECTI'"
"-
IROOICS NO. 3 V'2 PUUBOX.OR APPROVED
EQUALu COVER TO BE INSCAIBED
WITH ITREET LI8HTIN8"
Z
i
.
.
COIlOU1T
DO NOT PLACE .. DRIVEWAY OR RQAQ-
WAY, 5' IIIN. 'ROIl PlAI HYDRANT.
SNCE EQUllLLY'" RUN' NOT TO
EXCEED 200'.
PILLBOX DETAIL
, '.
.. .:.'
_OUNT ~N' lIL!EYE
P.C.C. ~Z50, PER lEe.
2llI ITO. _. FOR P.W. CClNn.
2" _N. _IT TO UTIUTY
IPYICE.
,"'TALL I~. " ILAClCIUIIN CCII'PUI
CLAD, OR EQUAL I -.oUND CLAMP AND
-NO.' ... UR! COPPER lOUD
_N' __ FOR ~NI
", I'ElIUTAL.
'.,
u'
j
I
SERVICE PEDESTAL DETAIL
1
j
NOTES: .
th
I..IMCE PEDESTAL atALL BE MYE.. ELECTRIC P'ItODUCTI IIE\HIQ -IIIOOC/.. OR EGUaL.
I.. CIRCUIT IItEAICIER. IIIALL K SUlT.aLE FOIl UlE ON 120-140 VOLT SERVICE AM) atALl. 8E APPROVED IY I.NIERWRlTEftS
l.AIlOllATOIlY.
I. eMf NET SHALL 81 .-OED TO CCIDIIT WITH COP-PER ."0....0 WIRE EQUIVALENT TO NO.' A.W.8.
4. N..LIOX IHALL IE INSTALLED NEXT TO ~ WITH I 1/2- CDIlIOUIT MlNIUII.
S. COfDITI IKALL EXTEND INTO CABINET I ..lOVE P'LOOR AND HAVE APPIIOVID CONDUIT 1USH1"..
eo CQIrI1RACTOR SHALL MAKE ARRA.'EMENT. WITH UTILITY FOR 120-140 VOLT IERVICE .IID SHALL BE REIPOIII18LE
'OR MY CHAReE' IY TM UTILITY trOll ANY WORK.
1'. PULLloxa stALL IE PLACED ON ONeOMlN. TltAP'IJIC SIDE OF POLEI. TOP TO IE nu.. WITH AD.lACENT IRADE.
KNOCK OUT OPENIN. TO IE SEALED WITH IItOUT A"ER CONDUIT INITALLATION.
I
I
I
.
~ ~,;U N& , 1MtWN.M/,t,us
NO. REVISION
CITY OF SAN BERNARDINO PUBUC WORKS DEPT. APPROVED ~-IS- 8~
STREET LIGHT SERVICE PEDESTAL
AND PULLBOX DETAILS
STANDARD
NO.
SL-2
I
I
....
~
I
I
I
I
I
I
't) '2
276
h f I '" .. ; I
IJ' I I" 'r
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1
S.P. 151 C
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
FINISH GRADE 7
(3/4", OR 11 SCHEDULE 80 PVC PIPE NIPPLE
(MUST EXTEND 6" BEYOND CUSTOMER SIDE OF SIDEWALK)
," TYPE K SOFT COPPER TUBING (SBMWD APPRciVED U.S. MANUFACTURE)
TAP t.tAJN DIRECTLY USING SBMWD APPROVED TAPPING w.cHINE OR DRILL
CLEAN 1" DIA. HOLE IN t.tAJN AND USE APPROVED SERvICE SADDLE.
" t.tAJNTAlNED BY CONTRACTOR DURING ONE (1) YEAR WARRENTY PERIOD
NOTE: MINIMUM TAP AND LATERAL SIZE IS 1 INCH DIM4ETER.
S.W.L.
S.W.L.
S.W.L.
S,W.L.
ITEM
CD
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2EA
2 EA
lEA
lEA
2EA
'EA
2EA
2EA
2 EA
(j)
@
_Lf
lEA
REVISION DATE
SCAILE: NONE
NOTE: DIMENSIONS ARE TAKEN FRO'"
TOP AND BACK OF CURB
()2
2.1
SIDEWALK
CURB __I. ,
I "
.-~ .1
L-_~.J
15" RADIUS
"'IN. BEND
TOP LEVEL W ISIDEWALK
J
.' z
:;1
~I
w
ll.
o
a::
ll.
..
N
,I
<Xl
15" RADIUS
MIN. BEND
INSTALLED I INSTALLED
BY PIPEUNE I BY PLUMBING
OR SERvICE I CONTRACTOR
CONTRACTOR" MAINTAINED
MAINTAINED BY OWNER
BY SBMWD
DISTANCE VARIES
IRRIGATION SERvICE OF
EOUEL OR LESSER SIZE
2 , 0
QTY
DESCRIPTION
(3/4" OR 11 LOCKWING BALL VALVES
(fEMALE NPT x METER COUPLING)
(JONES J 19D8W OR EOUAL) ROTATE HANDLE
90" TO AVOID INTERfERENCE WITH METER CAP
(5/8"x 3/4", 3/4"x3/4", OR '"x'") WATER
METER (PRECISION OR MULTlJET)
(MODEL PMM - REGISTER IN CUBIC fEET)
'"x 3/4" OR l"x ," LOCKWING ANGLE VALVE
(FEMALE FLARE OR COMPRESSION x METER COUPLING)
, "x 1" BRONZE HEADER
INLET: fEMALE NATIONAL PIPE THREAD (NPT)
OUTLETS: 1" BARE COPPER PIPE
," ADAPTOR (FLARE OR COMPRESSION x MALE NPT)
20" x '4" x 12" METER BOX (ARMORCAST A600'425A
(W/ "WATER" OR "SBMWO" ON LID) OR EQUEL
," BRASS CORPORATION STOP
MUEUUER H15025 OR EQUAL
_" METER IDLER (JUMPER) (MALE METER
COUPLING BY MALE METER COUPLING)
PADLOCK
2 , 0
5/8", 3/4" OR
1" DOMESTIC
SERVICE
PLAN VIEW
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
5/8", 3/4" AND ," COMBINATION
DOMESTIC AND IRRIGATION SERVICE DETAIL
W 1.11
APPROVED
DATE 1I-!5-/q'fq,
w. Wll.1.w.l BA"r'ODl ACE 211181
02 276
CURB FACE___
18"
4"
~
2t"
CON FIG. A CONFlG. B CON FIG. C
ASSEMBLY ICON
CONFIGURATION
DESCRIPTION
........ "
.
A 1 - 4" OlJllET: 1 - 2f OlJllET
B 1 - 4" OlJllET: 2 - 2t" OUTlETS
C 2 - 4" OlJllET; 1 - 2i" OUTlETS
CONFIGURATION OPTIONS
SEE SBIolWD W 3.1
FOR VALVE
AND COVER
ASSEMBLY
.
.
. . . . '. :" ~ . '.
":'.. ....:.......
. ....,'~. ':.
;.,
....
Z INSTALL COLlAR IF HYDRANT IS --- .'
:ii
NOT INSTALLED IN CONCRETE SIDEWALK
.
N
..
WAlER MAIN
NOTE: NO UNRESTRAIN;D JOINTS ALLOWED ON
WAlER MAIN WIlliIN 10 OF F.H. TEE
. IF 3' CLEAR IS NOT POSSIBLE PLACE
HYDRANT BEHIND SIDEWALK IN PARKWAY
NOTE: INSTALL BLUE DOT PAVEMENT MARKERS PER SBIolWD STD. W 6.3
DESCRIPTION
ITEM Q1Y
CD _LF
@ 1EA
@ 1EA
0 1EA
@ lEA
S.W.L. NOV 97
S.W.L. AUG 97
S.W.L. APR 97
MAR 95
REVISION DATE
SCALE: NONE
6" CLASS 350 DUCTILE IRON PIPE RESTRAINED WITH MEGALUG OR EQUAL
_' x 6" FIRE HYDRANT BURY WIlli RETAINED MJ INLET AND FLANGE OlJllET.
PAINT EXPOSED PORTION TO MATCH FIRE HYDRANT
6" FLANGED BREAKAWAY EXTENSION SPOOL t.40R1AR UNED AND PAINTED
TO MATCH FIRE HYDRANT (INCLUDE HOLLOW BREAKAWAY BOLTS).
A SBMWD APPROVED HYDRANT (SELECT lHE APPROPRIATE CONFIGURATION)
USE WELD NOZZLE OR TAPPING SLEEVE ON EXISTING MAINS. USE TEE
WIlli RESTRAINED BRANCH AND RUN ON NEW SYSTEMS.
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
6" FIRE HYDRANT INSTALLATION
,
APPROVED f
W 2.2
DATE 1/- c:~ q,/
() 2. 2. "pi
CAST IRON COVER MARKED "WATER"
ANa PAINTED BLUE \
(ALHAMBRA mUNDRY NO 129506 OR EQUAL] \
io
B" DIA. x 12" 20 GAGE
GALVANIZED SLIP SLEEVE
2" SOUARE
OPERATING NUT
WATER I.IAIN
e" SCH 40 PVC PIPE
(J)
6" X 1/4" STEEL DISC.
TACK WELD TO PIPE EXTENSION
I" BLACK IRON PIPE
M>>oPT TO OPERATING
NUT ON VAlVE
@
~ 2'"X4"Xl' REDWOOD BLOCK
,." [00 NOT REST ON VAlVE]
RETAINED M.J. OR fLANGE AS NEEDED
I
.r.
e" CONCRETE BLOCK
----
WATER DEPARTUENT APPROVED
RESILIENT SEAT GATE VAlVE PER AWWA CS09
150 PSI MIN PRESS RATING
EPOXY COATING ON INTERNAl SURFACES
MUELLER CS09 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
,PR
TYPICAL GATE VALVE INSTALLATION
DRAWING
NUMBER
SBMWD
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
APPROVED
W 3.1
REVISION
OATE
DATE //~,g-." 3
SCALE: NONE
W. WlU.w.l SRYO(N RC( 28ta
02 276
10' MAXIMUM
1
((
))
;
ITEM Q1Y
Q) 1 EA
Q) lEA
DESCRIPTION
" EPOXY COAlED TAPPING SADDlE (_" 0.0. x _" FlG) OR
" FAIlR1CAlED TAPPING SADDlE (_" 0.0. x _" FLG) OR
" FAIlR1CAlED WELD NOZZlE <-a 0.0. x _" FLG)
_" FLCXW GATE VfoJ..VE PER SBI.lWO STD. W 3.1 (RESTRAIN WITH "LlECALUC" RESTRAINTS)
o lEA
," CHLORINAllON AND FLUSHING PORT (INSTALl. WHEN LATERAL IS LONGER THAN 10')
SWL OCT. 97
REVISION DA.TE
SCALE: NON E
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
TAPPING DETAIL FOR 4" AND LARGER
CONTRACTOR INSTALLED FACILITIES
DRAWING
NUMBER
SBMWD
APPROVED
W 3.4
OoA.TE 1/-,5-q'7
02 276
A
B
12" MIN
36" MAX
SIDEWALK
STREET rr---
~--- ---I ~
.=r__J
FiNISH GRADE
FLOW
-
TO CONSUMER'S
EOUIPMENT
WATER IAAIN
@ INSTAlL MffiR AND SERVICE EQUIPMENT PER
SBI.lWD NO, . LOCATION IS SUBJECT
TO APPROVAl BY WATER QUAlITY CONTROL
@ INSTAlLED AND IAAINTAlNED BY ,CONSUMER
PER CITY OF SAN BERNARDINO
BUILDING AND SAFETY SPEClF1CA11ONS.
@ APPROVED DOUIIlE CHECK ASSEMBLY WITH
RESIUENT SEATED SHUT -OFF VAlVES.
,
HORIZONTAl ClEARANCE LINE
r--------- ---------,
I I
I 12" ,. 12". I
I I
I { I
I I
I TEST , TEST I
I COCKS ~ COCKS I
L_________ ---------~
NOTES
THE ASSEMBLY MUST BE INSPECTED . TESTED AND APPROVED BY THE
SBIotWO. IMMEDIATELY AFTER INSTAlLATION.
2 NO CONNECTIONS OR TEES ARE PERMmED BElWEEN THE
METER AND BACKFLOW PREVENTER. STRAINERS WILL BE REVIEWED
ON AN INDMDUAl BAsiS.
3 PRIOR TO INSTAlLATION OF THE ASSEMBLY. THE WATER SERVICE
SHAlL BE FLUSHED
4 A MANIFOLD CONNECTlCl,tl WITH DUPLEX UNITS SHOULD BE INSTAlLED
IF AN UNINTERRUPTED SUPPLY OF WATER IS NECESSARY
5 A PRESSURE REUEF VAlVE SHALL BE INSTAlLED PER SEC. 1007
OF THE UNIFORM PLUMBING CODE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
DRAWING
NUMBER
SBMWD
TYPICAL INSTALLATION OF DOUBLE
CHECK VALVE BACK FLOW PREVENTION ASSEMBLY
REVISION DATE
APPROVED ~
w. W1UWoI BR"\1)(H Rct 21981
W 4.2
DATE 11-3 - "! 2.
~: NONE
'02 210
I ~I~ I I I I
FH I 10 0 I II I
0 01 -- .JL I II 10 0
FH
I 1:1 I II I
I I I I I
FIGURE 1 FIGURE 3 FIGURE 5
TWO LANE STREET INTERSECTION MULTI-LANE STREET
WITH TURN LANE
LEGEND I I ~ I I U : L
0 Reflectorized Blue I d.
0 Dol Pcwemenl lIorker I
FH r... Hydranl I 01 0 _...JI.
--
- Lone OMder Line FH
No Turns OMder Une I I 1 : ~ I I
Curb Uno I
I I
FIGURE 2 FIGURE 4
MULTI-LANE STREET FOUR-LANE WITH TURN
LANE AT INTERSECTION
I
. 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 pointed 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 edJle of the pointed 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.
S.W.L SEPT. 98
RE\I1SION DATE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
BLUE DOT PAVEMENT MARKERS
AND FIRE HYDRANT MARKING
DRAWING
NUMBER
SBMWD
SCAlE: NONE
APPROVED
W6.3
SEE REVERSE FOR HYDRANT MARKING
1--
I
I
I
I
I
I
I
I
I
I
()2 276
,
PROPOSED UTILITY PIPE
EXISTlNC C.I.- 0.1. OR "-C. PIPE
EXIST1NC Col. - 0.1. OR "-C. PIPE
5' MIN
5' MIN
120lllN
I'MIN.
BEARINC SURFACE or
UNDISTURBED EARTH (SEE
TAIllE AT RIGHT rOR
MINIMUM SQUARE rOOTAGE
4" MIN
SURFACE BEARING TABLE
160 PIPE----8.0 SOUARE FEET
120 PIPE----4.5 SQUARE FEET
SO PIPE----J.O SQUARE FEET
60 PIPE----2.0 SQUARE FEET
4" PlPlE----2.0 SQUARE FEET
:TI .. .. -,-
SECTION VIEW tl, MIN.
THRUST BLOCK\BEARING SURFACE
ITEM orr DESCRIPTION
CD 2EA _" STRAICHTjTRANSInON COUPUNG
(ROMAC IND. INC. STYU: 501 OR APPROVED EQUAl)
@ __IF ___' DUCTILE IRON PIPE
0 10 EA ___' MEGA-LUG UNEAL RESTRAINT
@ 2EA CONCRETE THRUST BLOCK (2000 PSI MIN. STRENTH)
@ 4EA ___" 45' 0.1. BEND (MJ)(RESlRAINED)
0 2EA 14 REBAR (lIAlNTAlN 2" MIN. DISTANCE rROM EARTH)
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT DRAWING
NUMBER
4" THRU 16" VERTICAL OFF -SET SBMWD
.. OF EXISTING 0.1., C.!. OR A.C. PIPE
;;II
RE\I1SION W 6.9
DATE DATE ~ 20- q1f
APPROVED
SCAlE: NONE
I
l
L
L
L
~
L
L
L
Lo
I
,
L
L
t
l
~
l
l
,
.
02 276
SIDEWAlK
w
Z
:J
~--
nNISH CRADE OR
FUTURE STREET I /
----- ----r---~
r
'---
?::
0::
I~
o
10::
Q.
.
CD
CONTlNUOUS UPWARD SlOPE
WATER I.CAIN
ITEM OTY DESCRIPTION ITEM OTY DESCRIPTION
<D I EA. snrcr ON( or 111[ rOlLOWlNc: @ 0.1 rr? 2.000 PSI COHCIET(
A) I" OR r AIR RElEASE <D 1 EA. r CAlYAHIZED llIWllDl BEHD
YAlVE - CRlSPDC Pl.IOA/PUO, (rDI PIPE 1HWJ))
APCD NO. 200A OR EOUAl <Do
_LJ. r TlP[ L IWlD COPPER TUIlING
B) r AIR VACUUI/ YAlVE - (SBIIWO APPROVED Us. IWlUFACTURE)
CRISPDC 1.20, APCD 144, ~
OREOUAl I EA. r IlRASS COI/PRESSION
QUARlUl 8EHO
C) r CO~11ON AIR AND @
VACUUW RDLAS[ VALVE - I EA. r BlOICZ[
CRlSPDC IHYEIlSAI. AIR COIll'OR.lTlON STOP
RELEASE YALVE 110. U20, IIUElUIl NISOD OR
APCD NO. I.sc, OR EDUAL
EOUAl.
l.lorr! @ lEA. _" . r SEIMCE SADDlE
<D J/~ POORLY CIWlED OR r WElO-ON TIlREAD-O-lET
CRAm.
@ 2EA. Ir.,r.,r IlETER BOX
0 1 EA. r BRONZE WHEEL YALVE ARIlORC.l.ST 600 1425.1. OR EDUAl
0 24 IN. r THREADED @ I EA. IIlSOUTOR COUPUNG (CDIlPRESSION .
CALYAHlZED IRON PIPE IlAll PIPE THREAD)
<D 12 IN. -S nIXlBll VINYL
SUEY[
J.G.DYE fES 94
REVIsiON DATE
SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
1" AND 2" AIR RELEASE VALVES, 2"
VACUUM VALVE, AND 2" COMBINATION VALVE
APPROVED W DATE :) -U' -'l '1
w. WUJN,f IIRYDOf lI:["'t
W7.1
DRAWING
NUMBER
SBMWD
SCAlE: NONE
02 276
STD. PLAN A20A
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'02 2 1. Q
EXHIBIT B
Notice of Requirements for Affirmative Action
to ensure Equal Employment Opportunity
(Executive Order 11246 and 41, CFR Part 60-4)
{)2 276
NOTICE OF REQUIREMENT FOR AFFIRMATIVE
ACTION TO ENSURE EQUAL EMPLOYMENT
OPPORTUNITY (EXECUTIVE ORDER 11246)
1. The Offeror's or Bidder's attention is called to the "Equal
Opportunity Clause" and the "Standard Federal Equal Employment
Opportunity Construction Contract Specifications" set forth
herein.
2. The goals and timetables for minority and female participa-
tion, expressed in percentage terms f.or the Contractor's aggre.-
gate workforce in each trade on all construction work in the
covered area, are indicated in Attachment A.
These goals are applicable to all the Contractor's construction
work (whether or not it is Federal or federally assisted) per-
formed in the covered area.
The Contractor's compliance-with the Executive Order and the
regulations in 41 CFR Part 60-4 shall be based on its implementa-
tion of the Equal Opportunity Clause, specific affirmative action
obligations required by the specifications set forth in 41 CFR
60-4.3(a), and its efforts to meet the goals established for
the geographical area where the contract resulting from this
solicitation is to be performed. The hours of minority and female
employment and training must be substantially uniform throughout .
the length of the contract, and in each trade, and the contractor
shall make a good faith effort to employ minorities and women
evenly on each of its projects. The transfer of minority or
female employees or trainees from Contractor to Contractor or
frcm project to project for the sole purpose of meeting the
Contractor's goals shall be a violation of the contract, the
Executive Order a~d the regulations in 41 CFR Part 60-4. Com-
pliance with the goals will be measured against the total work
hours performed.
3. The Contractcr shall provide written n~1ficatic~ to the
Director of the Office of Federal Contraet Compliance Programs
within 10 working days of award of any cUHstructioh subcontract
in excess of $10,000 at any tier for construction work under the
contract resulting from this solicitation. The notification shall
list the name, address and telephone number of the subcontractor,
employer identification nwnber, estimated dollar amount of the
subcontract; estimated starting and completion dates of the sub-
contract; and the geographical area in which the contract is to
be performed.
-0 2 2 16
CALIFORNIA
Area Covered - San Bernardino County
Goals and Timetables
Timetable
Goals for minority
participation in
each trade
(percent)
Goals for female
participation in
each trade
(percent)
Until further
notice
19.0
6.9
Any questions that bidders may have en complying with these Bid
Conditions should be directed to the following agency:
u.S. Department of Labor
OFCCP Area Office
34 Civic Center Plaza
Room 703
Santa Ana, California 92712
(714) 836-2784
Standard Form 257, Monthly Employment Utilization Report
After the contract is awarded, the successful bidder will be
required to complete and submit Standard Form 257 to the above
address each monch.
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02 216
EXHIBIT C
Restrictions on Lobbying - Certification Requirements
per U. S. C. Title 31, Chapter 13-Sectlon 1352
( Public Law 101-121, Section 319 )
02 216
CONrRAC! CLAUSE
NEW RESTRICTIONS ON LOBBYING
This contract, subcontract. or subgrant is subject to section 319 of
Public Law 101-121, which added section 1352, regarding lobbying
restrictions, to chapter 13 of title 31 of the United States Code.
The new section is explained in tbe common rule. 15 eFR Part 28
(55 FR 6736-6748, 2/26/90). Each bidder/applicant/recipient of this
contract. subcontract, or subgrant and subrecipients are generally
prohibited from using Federal funds for lobbying tbe Executive or
Legislative Branches of the Federal Government in conne~on with
tbis Award.
Contract Clause Threshold
This Contract Clause regarding lobbying must be included in each
application for a subgrant and in each bid for a contract or
subcontract exceeding SlOO.OOO of Federal funds at any tier under
the Federal Award.
Certification and Disclosure
Each applicsnt/recipient of a subgrant and each bidder/applicant/
recipient of a contrsct or subcontract exceeding SlOO.OOO of Federal
funds at any tier under the Federal Award must file a "Certification
Regarding Lobbying" and. if applicable, Staodard Form-LLL.
"Disclosure of Lobbying Activities," regarding the use of any
nonfederal funds for lobbying. Certifications shall be retained by
the next higher tier. All disclosure forms, however. shall be
forwarded from tier to tier until received by the Recipient of the
Federal Award (grant), who shall forward all disclosure forms to the
Federal agency.
Continuin Disclosure Re uirement
Each su grantee. contractor. or subcontractor that is subject to the
Certification and Disclosure provision of this Contract Clause is
required to file a disclosure form at the end of each calendar
quarter in which there occurs any event that requires disclosure or
that materially affects the accuracy of the information contained in
any disclosure form previously filed by such person. Disclosure
forms shall be forwarded from tier to tier until received by the
Recipient of the Federal Award (grant). who shall forward all
disclosure forms to the Federal agency.
Indian Tribes, Tribal Or~anizations, or Other Indian Or~anizations
Indian tribes, tribal organizations, or any other Indian
organizations, including Alaskan Native organizations, are excluded
from the above lobbying restrictions and reoorting requirements, but
only with respect to expenditures that are by such tribes or
organizations for lobbying activities permitted by other Federal
law. An Indian tribe or organization that is seeking an exclusion
from Certification and Disclosure requirements must provide
(preferably in an attorney's opinion) EDA with the citation of the
provision or provisions of Federal law upon which it relies to
conduct lobbying activities that would otherwise be subject to the
prohibitions in and to the Certification and Disclosure requirements
of section 319 of Public Law No. 101-121. Note, also, that a
non-Indian subgrantee, contractor, or subcontractor under an award
(grant) to an Indian t;:ibe, for example, is subject to the
restrictions and reporting requirements.
02 276
CERTIPICATION REGARDING LOBBYING
(This Certification is required pursuant to 31 U.S.C. 1352)
Certification for Contracts, Grants, Loans, and CooDerative Aoreements
The undersi9ned certifies, to the best of his or her knovledge and belief, that:
(1) No Pederal appropriated funds have been paid or vill be paid, by or on behalf of
the undersi9ned, to any person for influencing or attemptin9 to influence an officer
or employee of any agency, a Member of Con9ress, an officer or employee-of Con9ress,
or an employee of a Member of Con9ress in connection vith the avarding of any Pederal
contract, the making of any Pederal grant, the makin9 of any pederal-roan, the
entering into of any cooperative agreement, and the extension, continuation, reneval,
amendment, or modification of any Pederal contract, 9rant, loan, or cooperative
agreement.
(2) If any funds other than Pederal appropriated funds have been paid or vill be
paid to any person for influencing or attempting to influence an officer or employee
of any agency, a Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection vith this Pederal contract, grant,
loan, or cooperative agreement, the undersigned shall complete and submit
Standard porm-LLL, 'Disclosure of Lobbying Activities,' in accordance vith its
instructions.
(3) The undersigned shall require that the language of this certification be
included in the avard documents for all subavards at all tiers (including
subcontracts, subgrants, and contracts under grants, loans, and cooperative
agreements) and that all subrecipients shall certify and disclose accordingly.
This certification is a material representation of fact upon vhich reliance vas
placed vnen tbis transaction vas made or entered into. Submission qf this
certification is a prerequisite for making or entering into this transaction imposed
by section 1352, title 31, 0.5. Code. Any person vho fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not
more than ~100,000 for each such failure.
Statement for Loan Guarantees and Loan Insurance
The undersigned states, to the best of his or her knovledge and belief, that:
If any funds have been paid or vill be paid to any person for influencin9 or
attempting to influence an officer or employee of any agency, a Member Df-con9ress,
an officer or employee of Congress, or an employee of a Member of Congress in
connection vith this commitment providing for the United.States to insure or
guarantee a loan, the undersigned shall complete and submit Standard porm-LLL,
'Disclosure of Lobbyin9 Activities,' in accordance with its instructions.
Submission of this statement is a prerequisite for makin9 or enterin9 into this
transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to
file the required statement shall be subject to a civil penalty of not less than
$10,000 and not more than $100,000 for each such failure.
ORGANItArIO~ Nk~E
AWARD NUMBER
NAME AND TITLE OP AUTHORI.EO REPRESENTATIVE
SIGNATURE
DATE
()2 216
.......-.--.
1. Type of Federal Action:
C a. conuact
b. grant
c. cooperative agreement
d. loan
e. loan guarantee
I. loan insurance
4. Name and Address of Reporting Entity:
0- OS<lbllwa-..
Tier _, if known:
DISCLOSURE OF LOBBYING ACTlVmeS
Complele this form to disclose lobbying activities pursuant 10 31 U.S.C. 1352
(See reverse for tIC burden disclosure.)
2. Status of Feclenll Action: 3. Report Type:
De. biG'offer/application I a. initial fitlng
b. initial award b. material change
c. post.award For Material Clulnge Only:
year quarter
date of last report
Aop-.. by o"'e
034&<1046
5. II Reporting Entity in No.4 is a Sublwardee, Enter Name
and Address of Prime:
Con ressional District. if Itncwn:
6. Fecfenll Department/Agency:
Con ressional District. H known:
7. Fedenll Program NamelDescription:
CFDA Number. if applicable:
10. a. Name and Address of Lobbying Entity
(ifindMdual. iastname.litstname, Mf):
9. Award Amount, if known:
S
b. Individuals Performing Services (including address if
different from No. 10a)
(last name, first name, Mf):
8. Federal Action Number, if known:
r.ra::It ConIinu.dOl'l SI'IHf(S} SF.UJ.A if f1<<nRtyJ
11. Amount of Payment (check a/l that apply): 13. Type of Payment (check a/l that apply):
S 0 KnIll 0 planned 0 L ,...lner
o b. _lIm. t..
Dc. oem....lon
Ocs._Il9enlM
o .. det.rr.d
Ot."",...:.peclly:
12. Form of Payment (check aU that apply):
o L cuh
o b. _d: OIlOcIly:
nature
value
i
,14. Brief Description of Serviees Performed or to be Perfonned and Date(s) of Service. including officer(s),
employee{s), or Member(s) contacted, for Payment Indicated in Item 11:
l.trM:IJ CMfitJu.."" Slwl(sISF.w..A. INC'SS''''}
15. Continulltion Sheet 5 SF.LLLA attached: 0 Y.. 0 No
16 .....""............-.,.,.". 'N -- . ----=:- ..,. re. )' u.s.'- IICIO'I Signature:
I . , JSa. TNt,.,.". tII lIIlf:orrI; ICIMIft " . .... ........... (# 'Ill:
. tCWI""" ~.. __., If'- :_ -...... .......siln .. It\IlM
. ........... ~...,. . ~ ........ 10 " u.s.c. ,a n. Print Name:
........ "'1IIt ~. '" c:or..- ~I - ............. __....
,.aiIc.....,aioft. ""'~.........,.."'.....................
-..a........., __ :-..... SIOlll>>...,.. --.... I'CllUIID ....
---
rille:
Telephone No.:
Dale:
_lICI "" l.DcaI Rec>""'-
_FonnUL(Aev.7-t7)
I r~!~~~l~'''..
0'2
216
INSTRUCTIONS FOR COMPLETION OF SF-lLL. DISCLOSURE OF LOBBYING ACTIVmES
This _.elorm"" be _edDy..........r<; ..lily. whe.,.,..a...-" prime _1....._ II "'" _.. -.. c/ e......, "-
Ktion.or. rna1eria1cnangelO' l):'e~lIing. pu,,*,arr.1C tille31 U.S.C Jedian 1352. n. Si1g 01. tonn is -.:uitedlor..dI payment 01' agreemenuo make
payment 1CI1ltY Iotlbying "'lily 10" ~ftuencing or "etr'l)~~ 10 inbrce It: offal or ttnP'Oyeeof any agency_ I a"Aembet 01 Co1gress. In officer or IInployee~
Congress. Of ll"I8'ftPloyeeof . Me~~d Congress r =nnecsion.;a, . CC"IredFeoral1dion.. U. ... Sl4...:..J. ContAi.lion Sheel fo~ aad!:ionaIinbm~ i:
tn. space on !tte form is iMdltQI.al' Comptel. lIIi 1I~.. thai appty to~ tlCltllhe inftill filing and INI~ cr.a~ilf tepClI'l. Ref,r 10 U'Ie implementing guidance
publist'led by lhe OtrICl of Man.~ and Buogr. feo acoilO'lal intonrol:.on.
1. Identify II'le type 01 COYe~ec Federal adll:r. fo- ~1ICtI1ottry;ng .:tMry is an4'O' tw betrI .-and 10 t1I1Ance !he 0U1C0me ala covered Federal adicr..
2. Identity She .:au of the COYtfeCI F~11CbO!':
3. ldeuity the appropl'ia1. ca.safication of 'ltllS "'100"':. If Ihis is I f*""p IIJPOt1 caused by . ""lena! a:&.'~ 10 !he information prevtousfy~. ente.
ttleyearanc: ~"erll'l W!'I";:, tI'le cNngt oc::::::-ec. enterlhe Cll,of lhe iast pre~OUIlylubmineCI reocl'*:Y this repol'tinge'ltity tor U\iI Cll:JWredFede"'l;
action.
4. Emerlheful name.adClrus. c:i1y, 5..,. a."\C ZJ: :ooeofthe feC)O~enlity.lnduOtCangressionaJOisl"C:.. if knOwft. Chec:ktle a:>proprialedauif"atiol':
of U'le ~l1ing.,tily1h11 ougn,Jlesif itil. O' t.l;IedSlO be.. p..;meor IUbIWlrareciPient ldenlifyltleW'of the tuba_Idee...;.. lhe"'albewatOoe
of Ihe prine i. thl111 tier. ~WltGa indOlOt OJ; lie not imilec 10 IUboonIraclS. JUbgrwu. Ind COl'1lIXt Idrea I.I'Ger grants.
5. " Ole org.u.alian fI~ IN: tIIPQI1 in iIM'i 4 ~ .&.cawaroee." lien Itner h tul Nlme. adCSrlsl. Ofy, Slate and ZiP COde of he prime Fedetal
,.;pionL Include CongtessoonaI OisIricI. r ""'WI'"
6. Enter1he name of the Feae"lllgencymaki~ t!"I award or loan commiIrntttt.1ndude at Ie&st one or;.,,:u1ionalIeYel belawagercy name. if known. Fe-
pamP'e. Oepilrtment of T'Inspot'tItion. U:"::\el: S:a'les Cout GwarcI.
7. Enter the Feaeralprogram!\llT'll or de.SC:'1nI:r. to. d'Ie covered Feoeral Ktion rum 1). " known. enle' ~ l\,ttl c"talog of Fede:a' Oome&tie Assis1Mce
(CFDA) numDer lor ;"'\$. cooperative a;-te"4ntS. loans. anc lOIn commiImentl.
8. Em.. lI1elllClSl _rille Federal id~r<; ....ml>e. evaielllefor II1e _ ec:tion iden1ifiecl " ...,.. , (e.g.. ReQUes' for P~ (RFP) nu_o
In....,.", for BCl(IFll) ....__ g.... _.......,....... _Cl. gront. '" Ioen....", ....moor. "'e oppicalionlprapooel_ nu_
uagne<l by lhe Federal.gency). Include probes. e.g" 'RFP.QE-9O-<<ll.'
9. For. coverecl Federalaaionwheretherel'\lS ~ an IWW cr Qan convnilm~by tie Federal~. euerthe FederalltnCU'tlal the IIWaI'CifoWI
cotM1Mlenl for 1M prWne entity idenlifiec: r. i'IeIT: 4 or S.
10. (a) Emer trle tuB name, .ac.ess. OIy, Stale a."C ZJ';l code of the Iobbying.,tiTy engaged by the reClC)"':1"I'j entity identified in item C 10 i1tIuence h c:c~.ec1
Feclef'8llC\lOn.
(b) Enter the full names = tI'le i'ld'rviduII(S/ :-e1orming leMc:es. Ind indude Iul aodras if difterem:":':lfT: 10 (I). Enter \..IS! Narne. Fnt Name, and
"'OdIe Initial (loll).
11. Enterlhe......ntof ~onpeid.. 'UJonIblyexpededlO be P8G by lhe-'ngenlily(ltem 4)" ....1Oblly;"g..lilyr.em 101.__
the paymenl has been maoe (1C1UaI) or wi: be made (plamecf). Check III beltU thai appty." hs lIS I material c:tIange ~. .,.... h annulalNt
amOJnt of palY'M'tt maoe o~ ~ed 10 be rr.aoe.
12. ~ the IPPl'QI:)riatebO~u). CheOI.III 0l:ze.sC'lr. apQty. tI Plyrnenlis JNIctee1rough 11'1 irHdnd com:i:llr.~.spedty the nalUre and valueal the.,4QrtC:
po""em.
13. Chec:k lte apprapri.te bO&les). Chec:k all :Caes IJ'\II.~." ol'le~, specify natu....
1.. Pn:MdealC)ldfican<toe1aileddesc"",ian~ :"\e_l'\'ic:estha:O'Ie bbbyisthas petbmed.or wi be e.ce-::seelO pe."'orm, and the OoIte(S) of anyseNiols
tWloered. lndude all prw~rJ,1Oty ana re&.1ec aavity, not ""11 tine spenll'llCfUll comacl witt! =ece~1 otrcalS. ICSenlify h Federal: otI'ldal(l) 0-
employee(s) "'"'""'"" '" 'lie _~.). ......,.~.). '" _~'I of eong.... IIlIl we", Cllntoae<
15. CheOt whethe~ or no! a SF-lU..A Contin,..uClI" Sheet(s) is~.
16. The certifying official shaI.gn and Clle tJ'le Iotm. PrW\1 hisit'll!' 1'\ItI'II. tiUe. arw: II~ number'.
'Ao:ord"'~ lathe PapenwotkRedUCIiclf'lAa. as amroee.t'IO persons are rwQUitedto resr:oncrlO. colecSionol "~nl.l'lless it ~YS" validOMB CcnI.
INlA'ftCer. 'The valid OMS conuoI.....IN:le' lor 1f'lis ntorTnIbOn coIecSion iI OMS No. ~. Public: ~ burO!n 10' 1f'lis c:oDeclion of inton'Mtion.
._Ill _30 .....,.. po' A!IPO-. -r<;..... for ~_. MII<hng ~.... sources. gelhemg _.....lOining lie"
needed. MCI ~ing n reviewing'" caIec:IG': aI inlonMtion. SIncl 00II'tlTIen1J ~ he DutOln esII'I\N' or any 0U'ler upeo: 0I1his calec:tic:Jn d
i,,1ormoIion. inducing _es,;o.. for ,""..ong lhs tol_. 10 .... 0.. c/ ......_ _ EludgeI. "-- _udion ProjllCl (03_1. Wuhinglon.
,DC 2D503.
.() 2 2 7 6
EXHIBIT D
MBEjWBE Utilization under Federal Grants, Cooperative Agreements
and other Federal Financial Assistance (Standard Form 334 )
I
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'() 2 2 7 6
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O"'B NOS. 9moOOOl AND 0640.0017
EXPIRES: APRIL 30. 1990
'.
MBE/WBE* UTILIZATION UNDER FEDERAL GRANTS, COOPERATIVE
AGREEMENTS, AND OTHER FEDERAL FINANCIAL ASSISTANCE
PART 1. (NEGATIVE REPORTS MAY BE REQUIRED)
lA. FEDERAl. ASCAl. YEAR lB. REPORTING QUARTER (Check _ box)
19 o 1S: (OeI..oec.). o 2rd (Jan..Mar.~ o 3'" (""'..,Jun.~ 0-''' (JlA.SeO.1
2- FEDERAL FINANCIAL A$SIST ANCE AGENCY 3. REPORTING RECIPIENT (Name and Addressl
(DeparunenVAgency. Bureau'Aomlnlslering Office. AddreSSl
2A. REPORTING CONTACT PHONE: 3A. REPORTING CONTACT PHONE:
4A. FINANCIAL ASSISTANCE AGREEMENT 10 NUMBER .e. FEDERAl. FINANCIAL ASSISTANCE PROGRAM
4C. TYPE OF FEDERAL ASSISTANCE AGREEMENT
o GRANT 0 COOPERATIVE AGREEMENT
o OTHER FEDERAl. ANANClAL ASSISTANCE
SA. PERIOD WHEN PROCUREMENT UNDER THIS AWARD WILL
OCCUR
.ST ART DATE: END DATE:
5B. AMOUNT OF TOTAL PROJECT SC. REClPIENrS MBElWBE GOALS (percent 01 IW procurement clcIIars (5b)lo< &aen)
DOlLARS PLANNED FOR
PROCUREMENT THIS ASCAL YEAR
$ "'BE "" weE ...
50. MBElWBE PROCUREM1 ACCOMPUSHED THIS QUARTER SE- NEGA nve REPORT (Check)
MBE$ weES o SEE INSTRUCTIONS
6. COMMENTS:
7. NAME OF AUTHORIZED REPRESENT A TIVE
TITLE
B. SIGNATURE OF AUTHORIZED REPRESENT A TIVE
DATE
. WBE-'ep:w1IftQ.. 00''''''' .11... OI..c1tOft Of ftOefal It.......... .....1."<>> -O-"'CJ
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02 276
INSTRUCTIONS
MBEIWBE UTILIZATION UNDER FEDERAL GRANTS,
COOPERATIVE AGREEMENTS,
AND OTHER FEDERAL FINANCIAL ASSISTANCE
Standard Form 334
A. General Instructions:
MBElWBE Utllization is based on Executive Orders
11625, 12138 and 12432 and OMB Circular A.l02.
Standard Form 334 must be completed by recipients
of Federal grants, cooperative agreements, or other
Federal financial assistance valued at $500,000' or
more and which involve procurement of supplies,
equipment. construction or services to accomplish
Federal assistance programs.
Recipients are required to report to agency award
officials within one month following the end of each
Federal fiscal year quarter (i.e. January 31, Apnl 30,
July 31 and OctOber 31) during which any procure-
ment in excess of $10.000 is actually execuled un.
der this assistance agreemenL
B. Definltlons:
Procurement is the acquisition through order,
purchase, lease or barter of supplies, equipment,
construction or services needed to accomplish Fed.
eral assistance programs.
A minority business enterprise (MBE) is a business
concem that is (1) at least 51 percent owned by one
or more minority ind"lViduals. or. in the case of a
publidy owned business, at least Sl percent of the
stock is owned by one or more minority individuals;
and (2) whose daily business operations are man.
aged and directed by one or more of the minority
owners.
There is no standard definition of minority individuals
used by all Federal financial assistance agencies.
However, recipients shall presume that minority in-
dividuals indude Black Americans, Hispanic' Ameri-
cans. Native Americans. Asian Pacific Americans, or
other groups whose members are found to be dis.
advantaged by the Small Business Act or by the
Secretary of Commerce under section 5 of Execu.
tive Order 11625. The reporting contact at your
Federal financial assistance agency can provide ad-
ditional information.
1 n.... .. _ '.000"1"'0 c..._~ lOt I'" E"___l.1 ~'OI-':l_ "oency
ct....1 A.cooo."'" ot [P" ""ane..l .U"I'~ _.1 '.DO<'1 ""0.' .~ ."'Il.roc;..
.0........,," '''0-'11'- 01 ,"- If" 0' .... .....e:
A woman business enterprise (WBE) is a business
concem that is. (1) at least 51 percent owned by
one or more women. or, in the case of a publicly
owned business. at least 51 percent of the stock is
owned by one or more women; and. (2) whose daily
business operations are managed and directed by
one or more of the women owners.
Business firms which are 51 percent owned by mi.
norities or wc;>>men, bul are in fact managed and
'-o~rated by non-minority individuals do not qualify
for meeting MBElWBE procurement goals.
The following affirmative steps for ulilizing MBEs and
WBEs are suggested:
1. Inclusion of MBEslWBEs on solicitation
tists.
2. Assure MBEslWBEs are solicited once they
are'identified.
3. Where feasible. divide total requirements
into smaller tasks to permit maximum
MBElWBE participation.
4. Where feasible. establish delivery sched-
ules which will encourage MBE/WBE par-
ticipation.
5. .Encourage use of the services of the U.S.
Department of Commerce's Minority Busi-
ness Development Agency (MBDA) and the
U.S, Small Business Administration to iden-
tify MBEslWBEs.
6. Require that each party to a subgranl. sub.
agreement, or contract award take the
affirmative steps outlined here.
C. InstnJctlona for Part I:
1. Complete Federal fiscal year and check ap-
plicable re;xming quarter. (Federal fiscal
year runs from October 1 through Septem.
ber 30.)
2. Identify the Federal financial assIstance ee,
partment or agency .ncludlng the bureau.
office or other subaClivity which adminiSters
YOur financial assistance agreement.
,
3. Identify the agency. state. authority. univer.
sity or other organization which is the reo
cipient of the Federal financial assistance
and the person to contact concerning this
report.
4a. Assistance agreement number assigned by
Federal financial assistance age.ncy.
4b. If appropriate. identify specific department
or agency Federal financial assistance pro.
gram under which this project is awarded.
4c. Check type of Federal assistance.
Sa Period during which contracts and other
purchases ulider this award will actually be
executed.
5b. Includes procurement using Federal funds
plus recipient matching funds and funds
from other sources.
5c. Portion of total procurement dollars recipi-
ent plans to spend with MBEs or WBEs
this fiscal Year. With the concurrence of the
Federal financial assistance agency, a fair
share goal shall be determined by each
recipient
Sd. Dollar amount of all MBE-WBE contracts
awarded under this assistance agreement
this quarter.
Sa. Check only if one or more procurements in
excess of $10.000 were executed this re-
porting quarter but no MBElWBE procure-
ments occurred. Sign and date form and
retum it to Federal financial assistance
agency.
-,.
"- ....
'02 2 7 6. .
6. Additional commer.IS or explanations.
Please refer to speCific item numbeqs) of
appropriate.
7. Name and tine of cfflcial aomJnistralor or
designated reporting oHicial.
8. Signature and month. day. year report sub.
mitted.
O. Inatructlona for Part II:
For each MBEM'BE. procurement over $10.000
made under this assistance agreement during the
reporting quarter, provide the following information.
(Recipients may also report on incfrvidual MBE:WBE
procurements of less than $10.000 if they want
these crecr~ed toward iheir MBEM'BE goals, how-
ever, repolting on smaller procurements is not re-
quired.)
1. Check whether this is a first tier procure-
ment made directly by Federal financial
8$sistance recipient or other second tier
procurement made by recipient's subgran-
tee or prime contractor. Include all qualify-
ing second tier purchases executed this
quarter regardless of when the first tier
procurement occurred.
2. Check MBE or WBE.
3. Dollar value of procurement.
4. Date of award. shown as month. day. year.
5. Using codes at the bottom of the form.
identify type of product or service acquired
through this procurement (eg., enter 1 if
agriculture. 2 if mining. etc.).
6. Name and address of MBE/'WBE firm.
'() 'L '2 1 I)
EXHIBIT E
Labor Code Apprentices
'()2 276
State of California
Department of Industrial Relations
Division of Apprenticeship Standards
EXCERPTS FROM THE CALIFORNIA LABOR CODE
RELATING TO APPRENTICES ON PUBLIC WORKS
Chapter 1 of Division 2
APPRENTICES ON PUBLIC WORKS
1773.3 An awarding agency whose public works contract
falls within the jurisdiction of Section 1777.S sha". within 5
days of the award. send a copy of the award to the Division of
Apprenticeship Standards. When specifically requested by a
local joint apprenticeship committee. the division shall notify
the local joint apprenticeShip committee regarding all such
awards applicable to the joint apprenticeship committee making
the request. Within five days of a finding of any discrepancy
regarding the ratio of apprentices to journeymen. pursuant to
the certified filled number of apprentices to journeymen. the
awarding agency shall notify the Division of Apprenticeship
Standards.
(Added by Stats. 197B. Ch. 1249.)
1776. (a) Each contractor 'and subcontractor shall kee
an accurate a ro record. ShOWl n t e name. ad ress. SOCl a
securlt number. work C aSSl 'catlon. stra, ht tlme a~
overtIme hours worked each da and week. and t e actua er
dIem wa es aId to eac Journe man. a rentlce. worker. or
other emp oyee emp oyed by hlm or her In connectlon wlth the
publIC work.
(b) The payroll records enumerated under
subdivision (al shall be certified and shall be available for
inspection at all reasonable hours at the principal office of
the contractor on the following basis:
(11
payroll record shall be
furnished to such employee
ative on request.
A certified copy of an employee'S
made available for inspection or
or his or her authorized represent-
(2) A certified copy of all payroll
records enumerated in subdivision (al shall be made available
for inspection or furnished upon request to a representative of
the body awarding the contract. The Division of Labor Standards
'0'2. 27 D
Enforcement and the Division of Apprenticeship Standards of the
Department of Industrial Relations.
(3) A certified copy of all payroll
records enumerated in subdivision (a) shall be made available
upon request to the public for inspection or copies thereof
made. provided. however. that a request by the publ ic shall be
made through either the body awarding the contract, the
~ivision of Apprenticeship Standards. or the Division of Labor
Standards ~nforcement. The public shall not be given access to
such ~ecords at the principal office of the contractor.
(c) ::ach contractor shall file a certified
co~y ci t:'\e reccrcs enumerated in subdivision (a) with the
entity that reQ~estee sucn records within 10 days after receipt
vf a written request.
(el Any con of records made available for
.: :.s,:e;;t~ cn 15 cOil~ es and f urn i shed upon request to the publ i c
:r a~'j p~o ,;;; agency oy tne awardi ng body, t~,e :Jivi sion cf
~.nre,.t' ce~::i ~ StaoGa:-ds or the Di vi si on of ..abor Star.dares
::nforce~e:'\: snC.;; oe ~ar~eo vr ooliterated in such a manner as
to ;;~ever.t c~sclcs~re of an individual's nawe, address and
scc;u; sec~r:ty n~~oe:'". :he nawe ana address of the contractor
awarce:l toe cor,trac: or ~erforming the contract shall not :Je
~ar~ec or ooliterateo.
ie) ihe contractor shall inform the body
awarcing tne contract of the location of the records enuffierate~
~n(;e;" suooivision (ai. inciuding the street address. city an:
cour,ty. ano shaii. within five workil\g days. provide a notice
of a cnange of location and address.
(f) I n the event of noncon;p; 1 ance wi th ti,,=
requir~r.;ents of this section. the contractor shall have lG day.
1n ..nlch tv cc;nply subsequent to receij)t of written notice
speci fyi ng i r. wnat respects such contractor must compiy wi t~
this section. Should noncompliance still be evioent after s~cn
lO-O~y period. the contractor shall. as a penalty to the state
or political subdivision on whose behalf the contract is made
or awarded. forfeit twenty-five dollars ($25) for each calendar
day, or portion thereof. for each worker, until strict
compliance is effectuated. Upon the request of the Division of
Apprenticeship Standards or the Division of Labor Standard~
Enforcement. such penalties shall be withheld from progress
payments then due.
(g) The body awarding the contract shall cause
to be in serted in the contract stipulations to effectuate th1S
section. Such stipulations shall fix the responsibility for
compliance with this section on the prime contractor.
()2. 27.6
~
I
I
lh) The director shall adopt rules
consistent with the California Public Records Act. lCh. 3.5
(commencing with Sec. 6250l. or Div. 7. Title 1. Gov. C.) and
the Information Practices Act of 1977. lTit1e 1.8 lcommencing
with Sec. 1798) Pt. 4. Div. 3. Civ. C.) governing the release
of such records. including the establishment of reasonable fees
to be charged for reproducing copies of records required by
this section.
(Added by Stats. 1978. Ch. 1249.)
1777.5.
employment of
WorKS.
Nothing
property
in th is
registered
chapter shall
apprentices
prevent the
upon public
I
Ever such a rentice shall be aid the standard wa e
aid to a rentices under the re u at10ns of the craft or trade
at which he 1S em 0 ed. and sha be em 0 ed on at the worK
o the craft or trade to wh1Ch he 1S reg1stered.
Only apprentices..as d.efined in Section ~077, who are
in training under apprent1cesh1p standards and wr1tten appren-
tice agreements under Chapter 4 (commencing with Section 3070).
Division 3, of the Labor Code, are eligible to be employed on
public works. The employment and training of each apprentice
shall be in accordance with the provisions of the
apprenticeship standards and apprentice agreements under which
he is training.
,
I
I
.
I
When the contractor to whom the contract is awarded b
the state or an 0 1t1ca subd1v1S10n, or an subcontractor
under h1m. 1n er orm1n an 0 the wor under the contract or
subcontract. emp oys workmen 1 n any apprent1 ceab e cra t or
trade. the contractor and subcontractor sha 11 a 1 to the
J01nt a rent1cesh1 comm1ttee adm1n1ster1n the a rent1cesh1
standards 0 the cra t or trade 1n the area 0 the slte 0 the
pub 1C work. for a cert1 1cate apprOV1ng the contractor or
subcontractor under the a rent1cesh1 standards for the
em 0 ment and tra1n1n 0 a rent1ces 1n the area or 1ndustr
af ected: prov1ded, however, that the approva as estab 1Shed
by the Joint apprenticeship committee or committees shall be
subject to the approval of the Administrator of Apprenticeship.
The joint apprenticeship committee or committees, subsequent to
approving the subject contractor or subcontractor, shall
arrange for the di spatch of apprenti ces to the contractor or
subcontractor in order to comply wi.th this section. There
shall be an affirmative duty upon the joint apprenticeship
committee or committees administering the apprenticeship
standards of the craft or trade in the area of the site of the
public work to ensure equal employment and affirmative action
{)'l 276
in apprenti ceshi P for women and m~ nori ties. Contractors or
subcontractors shall not be reQUlred to submit individual
applicatiOns for approval to local joint apprentlceshiP
committeeS provided they are already covered by the local
apprentiCeShiP standards. The ratio of apprentices to
Journe men whO shall be em 10 ed in the craft or trade on the
ub ic work ma be the ratio Stl u ated ln the a rentlCeshl
standards under whlCh the Joint a rentlCeshi committee
o erates but ln no case sha the ratio be ess than one
a rentlCe or each ,ve Journe men. e~ce t as otherwise
provlded ,n th'S section.
The contractor or subcontractor. if he is covered by
this section. upon the issuance of the approval certificate. or
if he has been previouslY approved in such craft or trade.
shall employ the number of apprentices or the ratio of
apprentices to Journeymen stipulated in the apprenticeShiP
standards. upon proper showi ng by the contractor that he
employS apprentices in such craft or trade in the state on all
of his contracts on an annual average of not less than one
apprentice to each five journeymen, the Division of
ApprentiCeShiP StandardS may grant a certificate e~empting the
contractor from the I-to-5 ratio as set forth in this season.
lhi s section shall not a 1 to contracts of eneral
contractors invo vin ess than thHt thousand do ars
S3 . or work,n da s or to contracts 0 s ecia t
contractors not blod,n or work throu h a enera or nme
contractor. i nvO v, n ess than two thousand do ars S .00
or ewer than flve work,ng days.
"Apprenticeab1e craft or trade". as used in this
section. shall mean a craft or trade determined as an
apprenticeab1e occupation in accordance with rules and
regulations prescribed by the Appenticeship Council. The joint
apprenticeshi P commi ttee shall have the di screti on to grant a
certificate. which shall be subject to the approval of the
Administrator of Apprenticeship. e~empting a contractor from
the l-to-S ratio set forth in this section when it finds that
anyone of the following conoitions is met:
(a) In the event unemployment for the
previouS three month period in such area e~ceeds an average of
15 percent. or
(b) In the event the number of apprentices
in training in such area e~ceeds a ratio of I-to-S. or
.
apprenticeable
one-thirtieth of
training. either
ba s is.
(c) If there is a Showing that the
craft or trade is replacing at least
its journeyman annually through apprenticeShiP
(1) on a statewide basis. or (Z) on a local
'() 2. 2 7 6
(dl If assi gnment of an apprenti ce to any
work performed under a pub1 ic works contract wou1 d create a
condition which would jeopardize his life or the life. safety.
or property of fellow employees or the public at large or it
the specific task to which the apprentice is to be assigned is
of such a nature that training cannot be provided by a
journeyman.
When such exemptions are granted to an organization
whi ch represents contractors in a sped fi c trade from the
!-to-S ratio on a local or statewide basis the member
contractors will not be required to submit individual
app1 ications for approval to local joint apprenticeship
committees. provided they are already covered by the local
apprenticeship standards.
A contractor to whom the contract is awarded. or any
subcontractor under him. who. in erformin an of the worle
under the contract. em 0 s journe men or a rent1ces in an
a renticeab e craft or trade and who is not contr1but1n to a
fund unds to admi ni ster and conduct the a rent1cesh1
program in any such cra t or trade 1 n the area 0 the Sl te 0
the publ1C worle, to wh1Ch fund or funds other contractors in
the area of the Slte of the pub11C worle are contr1buting, shall
contr1bute to the und or unds 1n each cra t or trade 1n Wh1Ch
he employs journeymen or apprent1ces on the publ1C work 1n the
same amount or upon the same bas1 sand 1 n the same manner as
the other contractors do, but where the trust fund
adm1n1strators are unable to accept such funds, contractors not
Sl nator to the trust a reement shall a a 11ke amount to the
a 1 orn1 a Apprent1 cesh1 p ounC1. he contractor or
subcontractor may add the amount of such contributions in
computing his bid for the contract. The Division of Labor
Standards Enforcement is authori zed to enforce the payment of
such contributions to the fund or funds as set forth in Section
227.
The body awarding the contract shall cause to be
inserted in the contract stipulations to effectuate this
section. Such stipulations shall fix the responsib;lity of
compliance with this section for all apprenticeable occupations
with the prime contractor.
under
3081.
All
this
decisions of the joint
section are subject to
apprenti ceshi p commi ttee
the provisions of Section
.
(Amended by Stats. 1976. Ch. 1179.)
()'L 276
1777.6. It shall be unl awful for an employer or a
labor union to "refuse to accept otherwise qualified employees
as registered apprentices on any public works, on the ground of
the race. religious creed, color. national origin, ancestry.
sex. or age. except as provided in Section 3077. of suCh
employee.
(Amended by Stats. 1976. Ch. 1179.)
Sec. 1777.7. (a)
fails to comply with the
contractor shall:
In the event a contractor willfully
provisions of Section 1777.5. such
(1) Be denied the right to bid on any
pub 1 i c works contract for a peri od of one year from the da te
the determination of noncompliance is made by the Administrator
of Apprenticeship; and
(2) Forfeit as a civil penalty in the sum
of fifty dollars (S50) for each calendr day of noncompliance.
Notwithstanding the provisions of Section 1727. upon receipt of
such a dtermination the awarding body shall withhold from
contract progress payments then due or to become due suCh sum.
(b) Any such determination shall be issued after a
full investigation. a fair and impartial hearing. and
reasonable notice thereof in accordance with reasonable rules
and procedures prescribed by the California Apprenticeship
Council .
(c) Any funds wi thhel d by the awardi ng body
pursuant to this section shall be deposited in the General Fund
if the awarding body is a state entity, or in the equivalent
fund of an awarding body is an entity other than the state.
The interpretation and enforcement of Sections 1777.5
and 1777.7 shall be in accordance with the rules and procedures
of the California Apprenticeship Council.
(Amended by Stats. 1978. Ch. 1249.)
.
()2. 2.1Q
EXHIBIT F
Prevailing Wages
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'() '2 2? ~
GENERAL DECISION CA020037 08/09/2002 CA37
Date: August 9, 2002
General Decision Number CA020037
State: California
Superseded General Decision No. CAOI0037
Construction Type:
BUILDING
DREDGING
HEAVY
HIGHWAY
County(ies) :
SAN BERNARDINO
BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not
include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does
not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS
Modification Number
o
1
2
3
4
5
6
7
8
9
COUNTY (ies) :
SAN BERNARDINO
* ASBE0005B 08/04/2002
Publication Date
03/01/2002
03/08/2002
03/22/2002
03/29/2002
05/10/2002
06/07/2002
07/05/2002
07/19/2002
08/02/2002
08/09/2002
Rates
Fringes
Includes the application of all
insulating materials, protective
coverings, coatings, and finishings
to all types of mechanical systems
INSULATOR/ASBESTOS WORKER
ASBE0005Z 10/19/1998
30.98
7.86
Rates
Fringes
ASBESTOS REMOVAL/
HAZARDOUS MATERIAL HANDLER
Includes preparation, wetting,
stripping, removal, scrapping,
vacuuming, bagging and disposing
oa all insuling materials from
mechanical systems, whether they
contain asbestos or not
19.70
4.87
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"1()2 2 7 6
BOIL0092F 10/01/2001
BOILERMAKER
Rates
31.01
Fringes
11.95
BRCA00040 05/01/2002
BRICKLAYER; MARBLE MASON
Rates
28.22
Fringes
6.20
BRCA0018G 06/01/2002
TILE LAYERS
TILE FINISHERS
MARBLE FINISHER
Rates
26.50
16.65
19.90
Fringes
7.45
2.91
3.56
BRCA0018K 12/01/2000
TERRAZZO WORKER
Rates
26.78
Fringes
5.34
TERRAZZO FINISHER
20.53
5.34
CARPOO02B 07/01/2001
Rates Fringes
DIVERS:
Di ver, wet 486.08 per day 5.61
Diver, stand-by 243.04 per day 5.61
Diver tender 235.04 per day 5.61
CARP0002Q 07/01/2001
Rates
Fringes
Work on wood framed construction
of single family residences,
apartments or condominiums
under 4 stories
DRYWALL INSTALLERS
DRYWALL STOCKER/SCRAPPER
19.00
10.00
5.18
4.42
All other work
DRYWALL INSTALLERS
DRYWALL STOCKER/SCRAPPER
27.75
10.00
6.43
4.42
CARP0003E 07/01/1998
Rates
Fringes
CARPENTERS:
Work on wood frame, tilt up or concrete block construction
including but not limited to: shopping centers, stores, office
buildings, fast food establishments, also including curb, gutter
and sidewalks where the total cost of the project does not exceed
seven and one-half million 1$7,500,000.001 dollars.
CARPENTERS:
Carpenter, cabinet installer,
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insulation installer, floor
worker and acoustical
installer
Shingler
Roof loader of shingles
Saw filer
Table power saw operator
Pneumatic nailer or power
stapler
Fence builder
Millwright
Pile driver; Derrick barge;
Bridge or dock carpenter;
Cable splicer; Heavy framer;
Rockslinger
Head rockslinger
Rock barge or scow
Scaffold builder
All other work:
CARPENTERS:
Carpenter, cabinet installer,
insulation installer, floor
worker and acoustical
installer
Shingler
Roof loader of shingles
Saw filer
Table power saw operator
Pneumatic nailer or power
stapler
Fence builder
Millwright
Pile driver; Derrick barge;
Bridge or dock carpenter;
Cable splicer; Heavy framer;
Rockslinger
Head rockslinger
Rock barge or scow
Scaffold builder
Page 3 of 20
"() '2. '2. 1 6
22.75
22.88
15.42
22.83
22.85
6.28
6.28
6.28
6.28
6.28
23.00
20.30
23.25
6.28
6.28
6.28
22.88
22.98
22.78
17.00
6.28
6.28
6.28
6.28
24.75
24.88
17.42
24.83
24.85
6.28
6.28
6.28
6.28
6.28
25.00
22.30
25.25
6.28
6.28
6.28
24.88
24.98
24.78
19.00
6.28
6.28
6.28
6.28
FOOTNOTE:
Work of forming in the construction of open cut sewers or storm
drains, on operations in which horizontal lagging is used in
conjunction with steel H-Beams driven or placed in pre-drilled
holes, for that portion of a lagged trench against which concrete
is poured, namely, as a substitute for back forms (which work is
performed by piledrivers): $0.13 per hour additional.
CARP0003H 07/01/2001
MODULAR FURNITURE INSTALLER
LOW WALL MODULAR TECHNICIAN
FULL WALL TECHNICIAN
ELEC0011C 12/01/2001
Rates
14.99
18.22
21.47
Fringes
5.805
5.805
5.805
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-{) 2
276
Rates
Fringes
COMMUNICATIONS AND SYSTEMS WORK:
Installer
Technician
22.13
23.93
3% + 4.40
3% + 4.40
SCOPE OF WORK:
Installation, testing, service and maintenance of systems
utilizing the transmission and/or transference of voice, sound,
vision and digital for commercial, educational, security and
entertainment purposes for the following: TV monitoring and
surveillance, background-foreground music, intercom and telephone
interconnect, inventory control systems, microwave transmission,
multi-media, multiplex, nurse call systems, radio page, school
intercom and sound, burglar alarms, fire alarm (see last
paragraph below) and low voltage master clock systems in
commercial buildings.
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above listed
systems; inclusion or exclusion of terminations and testings of
conductors determined by their function; excluding all other data
systems or multiple systems which include control function or
power supply; excluding installation of raceway systems, conduit
systems, line voltage work, and energy management systems.
Does not cover work performed at China Lake Naval Ordnance
Test Station.
Fire alarm work shall be performed at the current inside
wireman total cost package.
ELEC0477B 06/04/2002
Rates
Fringes
3%+10.75
3%+10.75
3%+10.75
Electrician
Cable splicer
Electrician, tunnel work
28.25
27.75
33.37
ZONE PAY:
Zone A - 80 road miles from Post Office, 455 Orange
Show Lane, San Bernardino, will be a free zone for all
contractors
Zone B - Any work performed outside Zone A's 80
road miles, shall add $8.00 per hour to the current
wage scale.
ELEC1245A 06/01/2002
Rates
Fringes
LINE CONSTRUCTION
Lineman; Cable splicer
Equipment specialist (operates
crawler tractors, commercial
motor vehicles, backhoes,
trenchers, cranes (50 tons and
below), and overhead and
underground distribution line
equipment)
Groundman
Powderman
33.16
4.5%+7.08
28.19
21.56
31. 51
4.5%+6.80
4.5%+6.80
4.5%+6.84
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()2. 276
ELEV0018A 09/15/2001
ELEVATOR MECHANIC
Rates
33.695
Fringes
7.455
FOOTNOTE:
Vacation Pay: 8% with 5 or more years of service, 6% for 6
months to 5 years service. Paid Holidays: New Years Day,
Memorial Day, Independence Day, Labor Day, Thanksgiving Day and
Friday after, and Christmas Day.
ENGIOO12C 07/01/2002
Rates Fringes
POWER EQUIPMENT OPERATORS:
GROUP 1 27.85 11. 85
GROUP 2 28.63 11.85
GROUP 3 28.92 11. 85
GROUP 4 30.21 11. 85
GROUP 5 30.43 11.85
GROUP 6 30.54 11.85
GROUP 7 30.66 11.85
GROUP 8 30.83 11.85
GROUP 9 30.93 11.85
GROUP 10 30.96 11.85
GROUP 11 31.04 11.85
GROUP 12 31.16 11.85
GROUP 13 31.33 11. 85
GROUP 14 31.43 11.85
GROUP 15 31.54 11.85
GROUP 16 31.66 11.85
GROUP 17 31.83 11.85
GROUP 18 31.93 11.85
GROUP 19 32.04 11.85
GROUP 20 32.16 11.85
GROUP 21 32.33 11.85
CRANES, PILEDRIVING & HOISTING EQUIPMENT:
GROUP 1 29.00 11.85
GROUP 2 29.78 11.85
GROUP 3 30.07 11.85
GROUP 4 30.21 11.85
GROUP 5 30.43 11.35
GROUP 6 30.54 11.85
GROUP 7 30.66 11. 35
GROUP 8 30.83 11.85
GROUP 9 31.00 11.85
GROUP 10 32.00 11.85
GROUP 11 33.00 11.85
GROUP 12 34.00 11.85
GROUP 13 35.00 11.80
TUNNEL WORK:
GROUP 1 30.28 11.85
GROUP 2 30.57 11.85
GROUP 3 30.71 11.85
GROUP 4 30.93 11.85
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02 276
GROUP 5
GROUP 6
GROUP 7
31.04
31.16
31.46
11.85
11.85
11.85
FOOTNOTES: Workers required to suit up and work in a hazardous
material environment: $1.00 per hour additional.
Combination mixer and compressor operator on gunite work shall
be classified as a concrete mobile mixer operator.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch,
with seat or similar type equipment; Elevator operator-inside;
Engineer Oiler; Forklift operator (includes loed, lull or similar
types under 5 tons; Generator operator; Generator, pump or
compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank operator);
Concrete mixer operator-skip type; Conveyor operator; Fireman;
Forklift operator {includes loed, lull or similar types over 5
tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petrornat laydown machine; PJU side dum jack;
Screening and conveyor machine oeprator (or similar types);
Skiploader (wheel type up to 3/4 yd. without attachment); Tar pot
fireman; Temporary heating plant operator; Trenching machine
oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type
(side steer); Equipment greaser (rack); Ford Ferguson (with
dragtype attachments); Helicopter radioman (ground); Stationary
pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max
or similar type); Boring machine operator; Boxman or mixerman
(asphalt or concrete); Chip spreading machine operator; Concrete
cleaning decontamination machine operator; Concrete Pump Operator
(small portable); Drilling machine operator, small auger types
(Texoma super economatic or similar types - Hughes 100 or 200 or
similar types - drilling depth of 3D' maximum); Equipment greaser
(grease truck); Guard rail post driver operator; Highline
cableway signalman; Horizontal Directional Drilling Machine;
Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel);
Power concrete curing machine operator; Power concrete saw
operator; Power-driven jumbo form setter operator; Power sweeper
operator; Roller operator (compacting); Screed operator (asphalt
or concrete); Trenching machine operator (up to 6 ft.); Vacuum or
much truck
GROUP 5: Articulating material hauler; Asphalt plant engineer;
Batch plant operator; Bit sharpener; Concrete joint machine
operator (canal and similar type); Concrete planer operator;
Dandy digger; Deck engine operator; Derrickman (oilfield type);
Drilling machine operator, bucket or auger types
(Calweld 100 bucket or similar types - Watson 1000 auger or
similar types - Texoma 330, 500 or 600 auger or similar types -
drilling depth of 45' maximum); Drilling machine operator
(including water wells); Hydrographic seeder machine operator
(straw, pulp or seed), Jackson track maintainer, or similar type;
Kalamazoo Switch tamper, or similar type; Machine tool operator;
Maginnis internal full slab vibrator, Mechanical berm, curb or
gutter(concrete or asphalt); Mechanical finisher operator
(concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system
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(below ground); Pavement breaker operator (truck mounted); Road
oil mixing machine operator; Roller operator (asphalt or finish),
rubber-tired earth moving equipment (single engine, up to and
including 25 yds. struck); Self-propelled tar pipe lining machine
operator; Skiploader operator (crawler and wheel type, over 3/4
-tl2
2.7.6
yd. and up to and including 1-1/2 yds.); Slip form pump operator
(power driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to
100 h.p. flywheel and similar types, up to and including D-5 and
similar types); Tugger hoist operator (1 drum); Ultra high
pressure waterjet cutting tool system operator; Vacuum blasting
machine operator
GROUP 6: Asphalt or concrete spreading operator (tamping or
finishing); Asphalt paving machine operator (Barber Greene or
similar type); Asphalt-rubber distribution operator; Backhoe
operator (up to and including 3/4 yd.), small ford, Case or
similar; Cast-in-place pipe laying machine operator; Combination
mixer and compressor operator (gunite work); Compactor operator
(self-propelled); Concrete mixer operator (paving); Crushing
plant operator; Drill Doctor; Drilling machine operator, Bucket
or auger types (Calweld 150 bucket or similar types - Watson
1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or
similar types - drilling depth of 60' maximum); Elevating grader
operator; Grade checker; Gradall operator; Grouting machine
operator; Heavy-duty repairman; Heavy equipment robotics
operator; Kalamazoo balliste regulator or similar type; Kolman
belt loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and similar
types); Ozzie padder or similar types; P.C. slot saw; Pneumatic
concrete placing machine operator (Hackley-Presswell or similar
type); Pumpcrete gun operator; Rotary drill operator (excluding
caisson type); Rubber-tired earth-moving equipment operator
(single engine, caterpillar, Euclid, Athey Wagon and similar
types with any and all attachments over 25 yds. up to and
including 50 cu. yds. struck); Rubber-tired earth-moving
equipment operator (multiple engine up to and including 25
yds. struck); Rubber-tired scraper operator (self-loading paddle
wheel type-John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy;
Skiploader operator (crawler and wheel type over 1-1/2 yds. up to
and including 6-1/2 yds.); Soil remediation plant operator;
Surface heaters and planer operator; Tractor compressor drill
combination operator; Tractor operator (any type larger than D-5
- 100 flywheel h.p. and over, or similar-bulldozer, tamper,
scraper and push tractor single engine); Tractor operator (boom
attachments), Traveling pipe wrapping, cleaning and bendng
machine operator; Trenching machine operator (over 6 ft. depth
capacity, manufacturer's rating); Ultra high pressure waterjet
cutting tool system mechanic; Water pull (compaction) operator
GROUP 7: Drilling machine operator, Bucket or auger types
(Calweld 200 B bucket or similar types-Watson 3000 or 5000
auger or similar types-Texoma 900 auger or similar types-drilling
depth of 105' maximum); Dual drum mixer, dynamic
compactor LDC350 (or similar types); Monorail locomotive operator
(diesel, gas or electric); Motor patrol-blade operator (single
engine); Multiple engine tractor operator (Euclid and similar
type-except Quad 9 cat.); Rubber-tired earth-moving equipment
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'()2 27. n.
operator (single engine, over 50 yds. struck); Pneumatic pipe
ramming tool and similar types; Prestressed wrapping machine
operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment
operator (multiple engine, Euclid, caterpillar and
similar over 25 yds. and up to 50 yds. struck), Tower crane
repairman; Tractor loader operator (crawler and wheel type
over 6-1/2 ydS.)i Woods mixer operator (and similar Pugrnill
equipment)
GROUP 8: Auto grader operator; Automatic slip form operator;
Drilling machine operator, bucket or auger types (Calweld, auger
200 CA or similar types - Watson, auger 6000 or similar types -
Hughes Super Duty, auger 200 or similar types - drilling depth of
175' maximum); Hoe ram or similar with compressor; Mass excavator
operator less tha 750 cu. yards; Mechanical finishing machine
operator; Mobile form traveler operator; Motor patrol operator
(multi-engine); Pipe mobile machine operator; Rubber-tired earth-
moving equipment operator (multiple engine, Euclid, Caterpillar
and similar type, over 50 cu. yds. struck); Rubber-tired self-
loading scraper operator (paddle-wheel-auger type self-loading -
two (2) or more units)
GROUP 9: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to
and including 25 yds. struck)
GROUP 10: Canal liner operator; Canal trimmer operator; Remote-
control earth-moving equipment operator (operating a second piece
of equipment: $1.00 per hour additional); Wheel excavator
operator (over 750 cu. yds.)
GROUP 11: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any and
all attachments over 25 yds. and up to and including 50 yds.
struck); Rubber-tired earth-moving equipment operator, operating
equipment with push-pull system (multiple engine-up to and
including 25 yds. struck)
GROUP 12: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
over 50 yds. struck); Rubber-tired earth-moving equipment
operator, operating equipment with push-pull system (multiple
engine, Euclid, Caterpillar and similar, over 25 yds. and
up to 50 yds. struck)
GROUP 13: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (multiple engine,
Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem
tractor operator (operating crawler type tractors in tandem -
Quad 9 and similar type)
GROUP 14: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar types in
any combination, excluding compaction units - single engine, up
to and including 25 yds. struck)
GROUP 15: Rotex concrete belt operator (or similar types);
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Rubber-tired earth-moving equipment operator, operating in tandem
(scrapers, belly dumps and similar types in any combination,
excluding compaction units - single engine, Caterpillar, Euclid,
Athey Wagon and similar types with any and all attachments over
25 yds.and up to and including 50 cu. yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem (scrapers,
belly dumps and similar types in any combination, excluding
compaction units - multiple engine, up to and including 25 yds.
struck)
02. 2.16.
GROUP 16: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar types in
any combination, excluding compaction units - single engine, over
50 yds. struck); Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps, and similar types in
any combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds.
struck)
GROUP 17: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar types in
any combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 18: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system (single
engine, up to and including 25 yds. struck)
GROUP 19: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system (single
engine, Caterpillar, Euclid, Athey Wagon and similar types with
any and all attachments over 25 yds. and up to and including 50
yds. struck); Rubber-tired earth-moving equipment operator,
operating with the tandem push-pull system (multiple engine, up
to and including 25 yds. struck)
GROUP 20: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system (single
engine, over 50 yds. struck); Rubber-tired earth-moving equipment
operator, operating equipment with the tandem push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds.
and up to 50 yds. struck)
GROUP 21: Concrete pump operator-truck mounted; Rubber-tired
earth-moving equipment operator, operating equipment with the
tandem push-pull system (multiple engine, Euclid, Caterpillar and
similar type, over 50 cu. yds. struck)
CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS
GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull
or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier operator
Ijobsitel
GROUP 4: Bridge-type unloader and turntable operator; Helicopter
hoist operator
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GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or
similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist
operator (Chicago boom and similar type); Lift mobile operator;
Lift slab machine operator (Vagtborg and similar types); Material
hoist and/or manlift operator; Polar gantry crane operator; Self
Climbing scaffold (or similar type); Shovel, backhoe, dragline,
clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc);
Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell operator (over 5 cu. yds. mre); Tower crane repair;
Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton capacity);
Crawler transporter operator; Derrick barge operator (up to and
including 25 ton capacity); Hoist operator, stiff legs, Guy
derrick or similar type (up to and including 25 ton capacity);
Shovel, backhoe, dragline, clamshell operator (over 7 eu. yds.,
M.R.C. )
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc); Derrick barge operator (over 25 tons up to and
including 50 tons mrc); Highline cableway operator; Hoist
operator, stiff legs, Guy derrick or similar type (over 25 tons
up to and including 50 tons mre); K-crane operator; Polar crane
operator; Self erecting tower crane operator maximum lifting
capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and including
100 tons mre); Derrick barge operator (over 50 tons up to and
including 100 tons mrc); Hoist operator, stiff legs, Guy derrick
or similar type (over 50 tons up to and including 100 tons rnrc),
Mobile tower crane operator (over 50 tons, up to and including
100 tons M.R.C.); Tower erane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and including
200 tons mrc); Derrick barge operator (over 100 tons up to and
including 200 tons mrc); Hoist operator, stiff legs, Guy derrick
or similar type (over 100 tons up to and including 200 tons mre);
Mobile tower crane operator (over 100 tons up to and including
200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including 300
tons mrc); Derrick barge operator (over 200 tons up to and
including 300 tons mre); Hoist operator, stiff legs, Guy derrick
or similar type (over 200 tons, up to and including 300 tons
mre); Mobile tower crane operator (over 200 tons, up to and
including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge
operator (over 300 tons); Helicopter pilot; Hoist operator, stiff
legs, Guy derrick or similar type (over 300 tons); Mobile tower
crane operator (over 300 tons)
TUNNEL CLASSIFICATIONS
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GROUP 1: Skiploader (wheel type up to 3/4 yd. without attachment)
02 2.16
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and including
10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip
form pump operator (power-driven hydraulic lifting device for
concrete forms); Tugger hoist operator (1 drum); Tunnel
locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small
Ford, Case or similar; Drill doctor; Grouting machine operator;
Heading shield operator; Heavy-duty repairperson; Loader operator
(Athey, Euclid, Sierra and similar types); Mucking machine
operator (1/4 yd., rubber-tired, rail or track type); Pneumatic
concrete placing machine operator (Hackley-Presswell or similar
type); Pneumatic heading shield (tunnel); Pumpcrete gun operator;
Tractor compressor drill combination operator; Tugger hoist
operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator
ENGI0012D 08/01/2002
Rates
Fringes
POWER EQUIPMENT OPERATORS:
DREDGING:
Leverman
Dredge dozer
Deckmate
Winch operator (stern winch on
dredge)
Fireman; deckhand and
bargeman
Barge mate
34.65
31.18
31.07
11.85
11. 85
11.85
30.52
11.85
29.98
30.59
11.85
11.85
IRON0001R 07/01/2002
Rates
Fringes
IRONWORKERS:
Fence erector
Ornamental, reinforcing and
structural
25.97
15.29
26.86
15.29
FOOTNOTE: Work at China Lake Naval Test Station, Edwards Air
Force Base, Fort Irwin Military Station, Fort Irwin Training
Center-Goldstone, 29 Palms-Marine Corps, U.S. Marine
Base-Barstow additional $3.00 per hour.
Work at Yermo Marine Corps Logistic Center additional $2.00 per
hour.
LAB00001B 07/01/2002
Rates
Fringes
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BRICK TENDER
21.10
9.57
02 216
----------------------------------------------------------------
LABOOO02H 07/01/2002
Rates Fringes
LABORERS:
GROUP 1 20.10 9.98
GROUP 2 20.65 9.98
GROUP 3 21.20 9.98
GROUP 4 22.75 9.98
GROUP 5 23.10 9.98
TUNNEL LABORERS:
GROUP 1 23.01 9.98
GROUP 2 23.33 9.98
GROUP 3 23.79 9.98
GROUP 4 24.48 9.98
GUNITE LABORERS:
GROUP 1 22.84 12.73
GROUP 2 21. 89 12.73
GROUP 3 18.35 12.73
FOOTNOTE: GUNITE PREMIUM PAY:
Workers working from a Bosn'n's Chair or suspended from a
rope or cable shall receive 40 cents per hour above the
foregoing applicable classification rates.
Workers doing gunite and/or shotcrete work in a tunnel shall
receive 35 cents per hour above the foregoing applicable
classification rates, paid on a portal-to-portal basis.
Any work performed on, in or above any smoke stack, silo,
storage elevator or similar type of structure, when such
structure is in excess of 75'-011 above base level and which
work must be performed in whole or in part more than 75'-0"
above base level, that work performed above the 75'-0" level
shall be compensated for at 35 cents per hour above the
applicable classification wage rate.
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike-off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and the
cleaning of lumber; Fire watcher, limber, brush loader, piler and
debris handler; Flag person; Gas, oil and/or water pipeline
laborer; Laborer, asphalt-rubber material loader; Laborer,
general or construction; Laborer, general clean-up; Laborer,
landscaping; Laborer, jetting; Laborer, temporary water and air
lines; Material hose operator (walls, slabs, floors and decks);
Plugging, filling of shee bolt holes; Dry packing of concrete;
Railroad maintenance, repair track person and road beds;
Streetcar and railroad construction track laborers; Rigging and
signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or
tool house laborer; Traffic control by any method; Window
cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger
mixer and handling bulk cement); Cesspool digger and installer;
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{)2 216
Chucktender; Chute handler, pouring concrete, the handling of the
chute from readymix trucks, such as walls, slabs, decks, floors,
foundation, footings, curbs, gutters and sidewalks; Concrete
curer, impervious membrane and form oiler; Cutting torch operator
(demolition); Fine grader, highways and street paving, airport,
runways and similar type heavy construction; Gas, oil and/or
water pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel
and pans; Membrane vapor barrier installer; Power broom sweeper
(small); Riprap stonepaver, placing stone or wet sacked concrete;
Rota scraper and tiller; Sandblaster (pot tender); Septic tank
digger and installer(lead); Tank scaler and cleaner; Tree
climber, faller, chain saw operator, Pittsburgh chipper and
similar type brush shredder; Underground laborer, including
caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or
longer; Dri-pak-it machine; Gas, oil and/or water pipeline
wrapper, 6-in. pipe and over, by any method, inside and out; High
scaler (including drilling of same); Hydro seeder and similar
type; Impact wrench multi-platei Kettle person, pot person and
workers applying asphalt, lay-kold, creosote, lime caustic and
similar type materials ("applying" means applying, dipping,
brushing or handling of such materials for pipe wrapping
and waterproofing)i Operator of pneumatic, gas, electric tools,
vibrating machine, pavement breaker, air blasting, come-alongs,
and similar mechanical tools not separately classified hereini
Pipelayer's backup person, coating, grouting, making of joints,
sealing, caulking, diapering and including rubber gasket joints,
pointing and any and all other servicesi Rock slingeri Rotary
scarifier or multiple head concrete chipping scarifieri Steel
headerboard and guideline setteri Tamper, Barko, Wacker and
similar typei Trenching machine, hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump
person, and asphalt spreader boxes (all types) i Concrete core
cutter {walls, floors or ceilingsl, grinder or sanderi Concrete
saw person, cutting walls or flat work, scoring old or new
concretei Cribber, sharer, lagging, sheeting and trench bracing,
hand-guided lagging hammer; Head rock slinger; Laborer, asphalt-
rubber distributor boot personi Laser beam in connection with
laborers' worki Oversize concrete vibrator operator, 70 Ibs. and
overi Pipelayer performing all services in the laying and
installation of pipe from the point of receiving pipe in the
ditch until completion of operation, including any and all forms
of tubular material, whether pipe, metallic or non-metallic,
conduit and any other stationary type of tubular device used for
the conveying of any substance or element, whether water, sewage,
solid gas, air, or other product whatsoever and without regard to
the nature of material from which the tubular material is
fabricatedi No-joint pipe and stripping of same; Prefabricated
manhole installeri Sandblaster (nozzle person), water blasting,
Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing and
blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing; Driller:
All power drills, excluding jackhammer, whether core, diamond,
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02 216
wagon, track, multiple unit, and any and all other types of
mechanical drills without regard to the form of motive power;
Toxic waste removal
TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Bull gang mucker, track person;
Changehouse person; Concrete crew, including rodder and spreader;
Dump person; Dump person (outside); Swamper (brake person and
switch person on tunnel work); Tunnel materials handling person
GROUP 2: Chucktender, cabletender; Loading and unloading
agitator cars; Nipper; Pot tender, using mastic or other
materials (for example, but not by way of limitation, shotcrete,
etc.); Vibrator person, jack hammer, pneumatic tools (except
driller)
GROUP 3: Blaster, driller, powder person; Chemical grout jet
person; Cherry picker person; Grout gun person; Grout mixer
person; Grout pump person; Jackleg miner; Jumbo person;
Kemper and other pneumatic concrete placer operator; Miner,
tunnel (hand or machine); Nozzle person; Operating of troweling
and/or grouting machines; Powder person (primer house); Primer
person; Sandblaster; Shotcrete person; Steel form raiser and
setter; Timber person, retimber person, wood or steel; Tunnel
Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Nozzle person and rod person
GROUP 2: Gun person
GROUP 3: Rebound person
* LAB00783D 08/07/2002
Rates
Fringes
Fort Irwin, George Air Force Base,
Marine Corps Air Station 29 Palms,
Marine Corps Logistics Supply Base:
PLASTERER TENDER
PLASTER CLEANUP LABORER
26.00
23.45
10.17
10.17
Remainder of San Bernardino County:
PLASTERER TENDER
PLASTER CLEANUP LABORER
23.00
20.45
10.17
10.17
LAB00882B 01/01/2002
ASBESTOS REMOVAL LABORER
Rates
20.97
Fringes
7.65
SCOPE OF WORK: Includes site mobilization, initial site cleanup,
site preparation, removal of asbestos-containing material and
toxic waste, encapsulation, enclosure and disposal of asbestos-
containing materials and toxic waste by hand or with equipment
or machinery; scaffolding, fabrication of temporary wooden
barriers and assembly of decontamination stations.
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02 216
LABOl184A 07/01/2002
Rates
Fringes
LABORERS - STRIPING:
GROUP 1
GROUP 2
GROUP 3
GROUP 4
20.65
21.50
23.82
26.02
8.42
8.42
8.42
8.42
LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair
and filling of cracks by any method on any surface in parking
lots, game courts and playgrounds; carstops; operation of all
related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal
of all traffic lines and markings by any method (sandblasting,
waterblasting, grinding, etc.) and preparation of surface for
coatings. Traffic control person: controlling and directing
traffic through both conventional and moving lane closures;
operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and
application of pavement markers, delineating signs, rumble and
traffic bars, adhesives, guide markers, other traffic delineating
devices including traffic control. This category includes all
traffic related surface preparation (sandblasting, waterblasting,
grinding) as part of the application process. Traffic protective
delineating system installer: removes, relocates, installs,
permanently affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs, monument
markers; operation of all related machinery and equipment; power
broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and
markings; hot thermo plastic; tape traffic stripes and markings,
including traffic control; operation of all related machinery and
equipment
PAIN0036A 07/01/2001
Rates
Fringes
PAINTER (includes lead abatement) :
Work on service stations and
and car washes; Small new
commercial work (defined
as construction up to and
including 3 stories in
height, such as small
shopping centers, small
stores, small office
buildings and small food
establishments); Small
new industrial work
(defined as light metal
buildings, small warehouses,
small storage facilities and
tilt-up buildings); Repaint
work (defined as repaint of
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t)'2. 216
any structure with the
exception of work involving
the aerospace industry,
breweries, commercial
recreational facilities,
hotels which operate
commercial establishments
as part of hotel service,
and sports facilities);
Tenant improvement work
(defined as tenant
improvement work not
included in conjunction with
the construction of the
building, and all repainting
of tenant improvement
projects
21.25
5.63
All other work
24.52
5.63
PAIN0036H 10/01/2001
DRYWALL FINISHERS
Rates
25.33
Fringes
7.93
PAIN0036R 06/01/2002
GLAZIERS
Rates
29.20
Fringes
8.45
FOOTNOTE: Additional $1.25 per hour for work in a condo,
from the third (3rd) floor and up
Additional $1.25 per hour for work on the outside
of the building from a swing state or any suspended contrivance,
from the ground up
PAIN1247B 03/01/2002
SOFT FLOOR LAYER
Rates
25.95
Fringes
6.25
----------------------------------------------------------------
* PLAS0200H 08/07/2002
Rates
Fringes
FORT IRWIN; GEORGE AIR FORCE
BASE; MAARINE CORPS AIR STATION
29 PALM,; AND MARINE CORPS LOGISTICS
SUPPLY BASE:
PLASTERERS 29.77
6.76
REMAINDER OF COUNTY:
PLASTERERS 26.77
6.76
----------------------------------------------------------------
PLAS0500B 07/01/2002
CEMENT MASON
Rates
23.05
Fringes
11.56
--------------------------------------------~-------------------
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PLUMD016B 07/01/2000
PLUMBER; STEAMFITTER:
Work on strip malls, light
commercial, tenant
improvement and remodel work
Work on new additions and
remodeling of bars,
restaurants, stores and
commercial buildings, not to
exceed 5,000 sq. ft. of
floor space
All other work:
Fort Irwin Army Base, Marine
Corps Logistic Base at Nebo,
Marine Corps Logistic Base at
Yermo and Twenty-Nine Palms
Marine Base
George Air Force Base
Remainder of County
SEWER AND STORM DRAIN WORK
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()2 216
Rates
Fringes
22.95
8.90
24.93
11. 32
29.28
28.03
25.78
11.87
11.87
11.87
----------------------------------------------------------------
17.46
10.76
PLUM0345A 07/01/2001
LANDSCAPE & IRRIGATION FITTER
Rates
20.38
Fringes
11.10
----------------------------------------------------------------
ROOF0036B 09/01/2001
ROOFER
Duties limited to the
following: Roof removal
of any type of roofing or
roofing material; or spudding,
or sweeping; and/or clean-up;
and/or preload in, or in preparing
the roof for application of
roofing, damp and/or
waterproofing materials
PRE PARER
Rates
24.77
Fringes
5.40
16.24
1. 00
FOOTNOTE: Pitch premium: Work on which employees are exposed to
pitch fumes or required to handle pitch, pitch base or pitch
impregnated products, or any material containing coal tar pitch,
the entire roofing crew shall receive $1.75 per hour "pitch
premium" pay.
----------------------------------------------------------------
SFCA0669I 04/01/1999
Rates Fringes
DOES NOT INCLUDE THE NORTHERN PART OF THE CITY OF CHINO, OR THE
CITIES OF MONTCLAIR OR ONTARIO:
SPRINKLER FITTER (FIRE)
----------------------------------------------------------------
23.00
6.40
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(\2. 2.16-
SfCA0709D 09/01/2001
Rates
THE NORTHERN PART Of THE CITY Of CHINO, AND
MONTCLAIR AND ONTARIO:
Fringes
THE CITIES Of
SPRINKLER fITTER (fIRE)
31. 58
10.95
SHEEOI02G 07/01/2002
Rates
Fringes
INDUSTRIAL
Work on all air pollution control
systems, noise abatement panels,
blow pipe, air-veyor systems,
dust collecting, baghouses,
heating, air conditioning, and
ventilating (other than creature
comfort) and all other industrial
work, including metal insulated
ceilings
SHEETMETAL WORKER
26.07
15.00
----------------------------------------------------------------
SHEEOI02H 07/01/2002
Rates
Fringes
COMMERCIAL:
Work on all commercial HVAC for
creature comfort and computers
clean rooms, architectural metals,
metal roofing and lagging, over
insulation
SHEET METAL WORKER
29.44
11. 30
----------------------------------------------------------------
TEAMOOIII 07/01/2002
Rates
EDWARDS AfB, fORT IRWIN, GEORGE AfB, MARINE
AT NEBO & YERMO, TWENTY-NINE PALMS BASE
Fringes
CORPS LOGISTIC BASE
TRUCK DRIVERS:
GROUP 1 24.84 12.84
GROUP 2 24.99 12.84
GROUP 3 25.12 12.84
GROUP 4 25.31 12.84
GROUP 5 25.25 12.84
GROUP 6 25.37 12.84
GROUP 7 25.62 12.84
GROUP 8 25.87 12.84
GROUP 9 26.02 12.84
GROUP 10 26.37 12.84
GROUP 11 26.87 12.84
REMAINDER Of COUNTY:
GROUP 1 21. 84 12.84
GROUP 2 21. 99 12.84
GROUP 3 22.12 12.84
GROUP 4 22.31 12.84
GROUP 5 22.25 12.84
GROUP 6 22.37 12.84
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()2 216
GROUP 7
GROUP 8
GROUP 9
GROUP 10
GROUP 11
22.62
22.87
23.02
23.37
23.87
12.84
12.84
12.84
12.84
12.84
TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2
axles; ~raffic control pilot car excluding moving heavy
equipment permit load; Truck-mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3
axles; Boot person; Cement mason distribution truck; Fuel truck
driver; Water truck - 2 axle; Dump truck, less than 16 yds. water
level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete
truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire
person ($0.50 additional for tire person); Pipeline and utility
working truck driver, including winch truck and plastic fusion,
limited to pipeline and utility work; Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck,
6-1/2 yds. water level and over; Vehicle or combination of
vahicles - 4 or more axle; Oil spreader truck; Dump truck, 16
yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver;
Ross carrier driver
GROUP 8: Dump truck, 25 yds. or more water level; Truck
repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles
or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull
- single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine
with attachments; Winch truck driver - $1.25 additional when
operating winch or similar special attachments
WELDERS - Receive rate prescribed for craft performing operation
to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
( 2 9 C FR 5. 5 (a) (1) (i i) ) .
----------------------------------------------------------------
In the listing above, the IISUII designation means that rates
listed under that identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
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()2 276
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a
position on a wage determination matter
* a conformance (additional classification and rate)
ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the Branch
of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
u. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage payment
data, project description, area practice material, etc.) that the
requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative Review
Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U. S. Department of Labor
200 Constitution Avenue, N. W.
Washington, D. C. 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
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{)2. 2.16
AGREEMENT
()2. 276
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this 2.-;;'" day of A lA~ U <;f-
between the City of San Bernardino (hereinafter "City"),
.Matlch Co\'1lOl'lItIon (hereinafter "Contractor").
,2002,
and
L 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
STREET IMPROVEMENTS
OF
DEL ROSA DRIVE AND 3RD STREET
AT THE
SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
in strict conformity with Plans and Special Provisions No. 10494, the public works bidding addenda
issued by the City before August 6, 2002, the Bid Documents submitted by the Contractor to the City
on august 6, 2002, and also in accordance with Standard Specifications for Public Works
Construction, 2000 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, addenda, 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 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.
02 276
AGREEMENT: STREET IMPROVEMENTS OF DEL ROSA DRIVE AND 3RD STREET
AT THE SAN BERNARDINO INTERNATIONAL AIRPORT
FEDERAL E.D.A. PROJECT NO. 07-49-02680.02
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
themsel Yes, 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
/
.
Matfch OHuon.tIon
BY
VALLES, Mayor
lly of San Bernardino
Name of Firm:
BY:
~!~
TITLE: . Eugene BoIsvert VJc:e Pres/cfent
ATTEST:
MAILING ADDRESS:
MIIticb CO"Pgoat/on
P.o. Box 50,000
San Bernardino, 01. 9241 ~
~b~
ACHEL CLARK, Cay Clerk
PHONE NO.:(
) Phone (909) 825-9100
APPROVED AS TO FORM
AND LEGAL CONTENT:
JAMES F. PENMAN, City Attorney
BY:~~
S ,.,..e: I o....seJ
~
()'2. 21~
CONTRACT BOND - CALIFORNIA Bond 3SE 057 599 00
FAITHFUL PERFORMANCE - Initial premium charged for this bond is
PUBLIC WORK $3,821.00 subject to
adjustment upon completion of contract at
applicable rate on final contract price.
KNOW ALL BY THESE PRESENTS, That Matich Corporation
of 1371 South La Cadena Drive, Colton CA 92324 as Principal,
and the American Manufacturers Mutual Insurance Companv , a corporation organized and existing
under the laws of the State of Illinois and authorized to transact surety business in the State of California, as
Surety, are held and firmly bound unto Citv of San Bernardino
in the sum of Four Hundred Ninety Nine Thousand Four Hundred Ninety Nine and 00/100 - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, Dollars ($ 499,499.00 ),
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 OBLlGA nON IS SUCH, That WHEREAS, the above-bounden Principal has
entered into a Contract, dated 8/19 , 2002 , with theCitv of San Bernardino
to do and perform the following work, to-wit:
Del Rosa/3rd Street Improvements
NOW, THEREFORE, if the above-bounden Principal shall faithfully perform all the provisions of said Contract, then this obligation shall
be void; otherwise to remain in full force and effect.
PROVIDED FURTHER THAT, Any suit under this bond must be instituted before the expiration of two (2) years from the date of
substantial completion of the work to be performed under the Contract.
Signed and sealed this 26th day of AUQust , 2002
Matich Corporation
~u Principal
Eugene Boisvert Vke President
American Manufacturers Mutual Insurance Company
By ~~-Hf' ~;.a/Z?~
- Attorney-in-Fact
J epner
;/
5-08 t 5fGEEF 10/99
CAliFORNIA ALL-PURPOSE ACKNOWLEDGMENT
\)2. 216
No. 5907
State of California
County of Orange
On
Sptib ~z
/ DArE
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
r- NANETTE MYERS -.
'EI""" commiSSion#\33\\.94 ~
:;: .,. ,~. Notary PubUc - California _
~ ...., Orange CountY i
i. -, My:,,",~,~~2o.:2~
- - - -
WITNESS my hand and official seal.
/WnLTh.
SIG URE 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
o INDIVIDUAL
o CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o LIMITED
o GENERAL
o PARTNER(S)
~
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
@1993NATIONALNOTARYASSOCIATION.8236 RemmetAve., P.O. Box 7184. Canoga Park, CA 91309.7184
CAIJFORNIA ALL-PURPOSE ACKNOWLEDGMENT
02
276-
No. 5907
State of California
County of Orange
On 5~C;;/o~
/ DATE
personally appeared
before me, Nanette Myers, Notary Public
NAME, TITLE OF OFFICER. E.G., "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 - D
{ NANETTE MYERS - - ~
~'-'." Commission.1331194 i
$ _. Notary PubliC . CaliIomi8
~ .~. . Orange county i
~ ~._ _ ~:o,:m.~_~20.:~
WITNESS my hand and official seal.
~~,
SIGN RE OF NOTARY
OPTIONAL
Though the data below is not required by law, it may prove vaiuable 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 PARTNER(S)
~
D
D
D
ATTORNEY.iN-FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
NUMBER OF PAGES
SIGNER IS REPRESENTING:
NAME OF PERSON(S} OR ENTITY(lES}
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
S-4067/GEEF 2/98
@1993NATlONALNOTARYASSOCIATION.8236 RemmetAve., P.O. Box 7184. Canoga Park, CA 91309-7184
02 2."76
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 (her.einafter 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) .
*******1Ir***'*.
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 acknowledged
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 end 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 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 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 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 09 75 (Ed. 09 01)
Page 1 of 2
Printed in U.S.A.
02
2(~
ACORD,"
CERTIFICATE OF LIABILITY INSURANCE
DATE(MM/DO/YY)
08/26/02
PRODUCER
Aon Risk Services, Inc. of Southern California
1901 Main Street
Suite 300
Irvine CA 92614 USA
THIS CERTIFICATE IS ISSIIED ASA MATTER OF INFORMATION ONLY
AND CONFERS NO RIGHTS IiPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE
COVERAGE AHORDED BY THE POLICIES BELOW.
PHONF:- (949) 608-6300 FAX- (949) 608-6451
I:"lSURED
Matich Corporation
P.O. Box 50000
San Bernardino CA 92412 USA
INSIIRERS AFFORDING COVERAGE
INSl;RER A
Combined Specialty Insu:::-ance Company
Great American E & S In~urance Corrpany
J;.ISCRER B
l?\JSURERC
INSURER 1>
INSURER E
COVERAGES ThisCertificateis not intended to snecifv all endorsements, coveralTes, tenns, conditions and exclusions of the nnlicies shown.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICA TED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OIliER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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
LT.
lYPE OF INSUR."r..NCE
POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION
DATE(MM\DD\YY) DATE(M:\l\DDWY)
LIMITS
A
GE:"lERAL LIABILITY
I-
.:
l-
I-
I-
lCP50054600
O-I/Cl/O:.'
07/0U03
EACH OCn:RREl\CF
$1,000,000
$50,000
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE 0 OCCUR
FIRE DAMAGE(Anv one fire)
MED EXP (An~' one person)
$5 000
$1,000,000
$2,000,000
$2, ODD, 000
PERSO'<AL & AD\' I'<JUR Y
GENERAL AGGREGATE
GENL AGGREGATE LIMIT APPLIES PER
b POLICY 0 ~:~~ D LOC
PRODUCTS - COM PlOP AGG
A ~UTOMOBILE LIABILllY 1CP50054600 07/01/02 07/01/03 COMBINED SINGLE LIMIT
.:. A'<Y AUTO (Eaaccident) $1,000,000
>- ALL OWJ\ED AUTOS BODILY I'<JURY
{Per person)
"- SCHEDULED AUTOS
,2:. HIRED AUTOS BODILY INJURY
,2:. NON O\l./NED AUTOS (Peraecidcnt)
~ Coli Oed $1,000 PROPERTY DM.1AGE
(I>eraceident)
X '''mnn..rl $) 000
GARAGt: LIABILITY AUTO ONLY- EA ACCIDENT
R ANY AUTO OTHER THAN EA ACC
AUTO ONL Y
AGG
B EXCESS LIABILllY TSS2533460 07/01/0:: 07/01/03 EACH OCCVRREI\CE $8,000,000
~ OCCUR D CLAIMS MADE AGGREGATE $8,000,000
B DEDUCnBLE
RETENTION
A 10.'50054700 07/01/02 UI/Ul/U3 X 1~~1l STATL':-I I~TII-
WORKt:RS CO:\lPE:'IlSA nON AND T RY LIMITS ER
EMPLOYERS'L1ABILllY
EL. EACH ACCIDENT $1,000,000
E.L. DISEASE-POLICY LIMIT $1, DAD, 000
E,L DlSEASE-EA EMPLOYFE $1, DaD, 000
OTHER
0
DESCRIPTION OF OPERATIONS/LOCATlONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
Re: Del Rosa Drive & Third Street, San Bernardino International Airport
See ednorsement(s) attached
CERTIFICATE HOLDEI>
CANCELLATION
City of San Bernardino
City Engineers Office - 3rd Floor
300 N "D" Street
San Bernardino CA 92408 USA
SHOULD ANY OF THE ABOVE DESCRlBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
30 DAYS WRITTEN NOTICE TO THE CERTI..!:1~Ar~~HOLDEl; A\lEO TO THE LEFT
BUTFAILURETODOSOSHALLIMPOSEfo BLlG TlO 0 LIABILITY /"
OFANY KINO UPON TIlE COMPANY. IT 'A~ NTSOR ?pll SENTATIVES/ ...... I"l
AUTHORIZED REPRESENTATIVE \fl/hl./' , I Y.' J J./; \ .4 11 t~
r il '71'-1 ACORDrOI>PORATJON 1988
ACORD 25-SfiiiYi'
Certificate No :
570003752606
Holder Identifier:
~
02 276
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, its officers, directors, agents and employees
Re: Del Rosa Drive & Third Street
San Bernardino International Airport
(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
CG20 I 0(11-85)
t)'2. 276
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.
7/1/02 (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, its officers, directors, agents and employees
Re: Del Rosa Drive & Third Street
San Ber ardi International Airport
ULJkfi:
~
DATE
GL CPG 32 (3/02)
02
210
ACORD,"
CERTIFICATE OF LIAIULITY INSURANCE.
DATE (MM:!DD/YY)
08/26/02
PRODUCER
Aon Risk Services, Inc. of Southern California
1901 Main Street
Suite 300
Irvine CA 92614 USA
THIS CERTIFICATE IS ISSUED AS A MA TIER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE
COVERAGE AFFORDED BY THE POLICIES BELOW.
PHONE. (949) 608-6300 FAX- (949) 608-6451
INSURED
Matich Corporation
P.O. Box 50000
San Bernardino CA 92412 USA
INSURERS AFFORDING COVERAGE
TNSlIRERA
Combined Specialty Insurance Company
Great American E & S Insurance Company
INSURER B
INSURER C
INSURER D
INSURER E
COVERA' 'If ;.This'11ertjficatejr;npt:iiitena~J(),S eci allefidoJ'sen1eli1S.: cover'S'es 'tennscollditions "a:ndexclbSiollS'ofthe Iici~S'sbQWn.
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TIlE INSURED NAMED ABOVE FOR TIlE POLICY PERIOD INDICATED, NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH lHlS CERTIFICATE MAYBE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY 1HE 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
LTR
TIPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRA nON
DATE{MM\DD\YY) DATE{MM\DDlYY)
LIMITS
A GENERAL LIABILlTI 1CP50054600
X COMMERCIAL GENERAL LIABILITY
CLAiMS MADE 0 OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER
POLICY 0 PRO- D
JECr lDC
A AUTOMOBILE LIABILITY 1CP50054600
X ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
X HIRED AUTOS
X NON OWNED AUTOS
X CoIl. Oed. $1.000
X ('nmnn~rl $1000
GARAGE LIABILITI
ANY AUTO
EXCESS LIABILITY TSE2533460
OCCUR D CLAIMS MADE
DEDUCTIBLE
RETENTION
A WORKERS COMPENSATION AND 1CW50054700
EMPLOYERS'LIABILITI
07/01/02
07/01/03
EACH OCCURRENCE
$1,000,000
$50,000
fIRE DAMAGE(Any one fire)
MED EXP (Anyone person)
5 000
$1,000,000
$2,000,000
$2,000,000
PERSONAL & ADV INJURY
GENERAL AGGREGATE
PRODUCTS - COMPIOP AGG
07/01/02
07/01/03
COMBINED SINGLE LIMIT
(Eaaccident)
$1,000,000
BODILY INJURY
(Perperson)
BODILY INJURY
{Per accident)
PROPERTY DAMAGE
{Per accident)
AUTO ONLY - EA ACCIDENT
OTHER THAN
AUTO ONLY
EA ACC
AGG
07/01102
07/01/03
EACH OCCURRENCE
S8,000,OOO
$8,000,000
AGGREGATE
07/01/02
E.L DISEASE-POLICY l..IMIT
$1,000,000
$1,000,000
$1,000,000
E.L DlSEASE-EA EMPLOYEE
OTHER
o
DESCRIPTION OF OPERA T10NSiLOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS
Re: Del Rosa Drive & Third Street, San Bernardino International Airport
See ednorsement(s) attached
Citv of San Bernardino
City Engineers Office - 3rd Floor
300 N "0" Street
San Bernardino CA 92408 USA
AUTHORIZED REPRESENT A TlVE
Certificate No :
570003752606
Holder Identifier:
{)2 276
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, its officers, directors, agents and employees
Re: Del Rosa Drive & Third Street
San Bernardino International Airport
(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)
O'L 276
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
1CP50054600
Month/DayNear 12:01 A.M.
7/1/02 (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, its officers, directors, agents and employees
~
DATE
GL CPG 32 (3/02)
02. 276
Aon Risk Services
Construction Services Group
August 26, 2002
Carrisa Halovich-Gray
MATICH CORPORA nON
PO Box 50,000
San Bernardino, CA 92412
RE:
Bond No. 3SE05759900
CITY OF SAN BERNARDINO
DelRosa/3rd Street Improvements
Dear Carrisa:
Enclosed please find the above referenced bond executed in 4 counterpart(s), at your request in
the amount of $ 499,499.00, dated 8/26/02 for CITY OF SAN BERNARDINO. Please note the
bond must be properly signed and the corporate seal affixed.
Please forward the original(s) to CITY OF SAN BERNARDINO; a copy has been enclosed for
your files.
Our invoice in the amount of $ 3,821.00 for the premium term 8/26/02 to 8/26/03 will follow
under separate cover.
If you should have any questions or if! may be of further assistance, please do not hesitate to call
me at 949-608-6300.
Sincerely,
e Kepner
Senior Account Manager
Enclosure
Record # 1764126
cc: AMERICAN MANUFACTURERS MUTUAL INSURANCE COMPANY
Aon Risk Services, Inc. a/Southern California Insurance Services
1901 Main Street, Suite 300, Irvine, CA 92614. tel: 949-608-6300. fax: 949-608-6451
License No.
::ic.,.....-i:::lb-~~~ l:;>;~l:j
[G
t-'.I:::ll/I:::l~
Construction
Program
Group
'02
276
A,..".""....a.--,...,..."""..,h:.
License No. 0799319
September 5, 2002
Mr. Mike Wolf
City of San Bernardino
City Engineers Office, 3nl FL
300 North D Street
San Bernardino, CA 92408
Re: Authorization for AOD Risk Services, Inc.
Matich Corp. (ICW50054700 & lCP50054600)
Policy Period: 7/1/02-7/1103
Dear Mike:
We authorize AOD Risk Services, Inc. to sign Certificates of Insurance in accon:lance with the
requirements of the City of San Bernardino, as our representative, for which we are providing
coverage.
A DIVISION OF SPECIAL RISK RESOURCES INSURANCE AGENCY,lNc.
"" s. LAKEAIIllNUE, surm560 - PASADENA - CM.IFORNIA - 91101 Tl!LEPIiONE: 626.613.$100 FAX: 626.683."209
CALIFORNIA UCENSB NUMIIER; 0799319
::ic.t-'-l1b-~1111d l~;dj t-'.I1~/I1~
02 276
CAUFORNIA ALL-PURPOSE ACKNOWLEDGMENT
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Stale of Califomia }
Countyof jjJj k~~ ss.
before me, ~. S (,..;({ld ,p~. J... .l~
\ tMl,J ~ser -"".../~j;4~:':'",.~ ,
NIunlt:;loI~1
o P!'l$OnaDy known 10 me
)ii"Proved to me on the basis 01 satisfactory
evidence
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personally appeared
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to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me tI1aI helshelthev executed
the same in hislherltheir authorized
capacity(ies). and that by his/herltheir
signature(s) on the instrument the person!s), or
the enlity upon behalf of which the person(s)
acted, executed the instrument.
"
OPTIONAL '
T/Icugh ItHJ _Iitln _ io not roqoirod by """ h may _ _ It>"........tying... Itos doc:<in>onland could prevont
bWulent UIRJOIml and 'faflaChmcmI of this fomllo anornst doc:utnfInt.
Description of Attached Document
11tIe or Type 01 Document: ~
Document Date: CJ I sf f) ~
Signer(s) Other Than Named Above: tV/A
Number 01 Pages: tJ~
Signer's Name:
Capaclty(les) Claimed by Signer
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o Trustee
o Guardian or Consarvator
o Other:
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Signer Is Representing: '.
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SEP-04-2002 07:24
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276
A an Risk Senia5
0Jnst:ruaim Serria5 Gratp
Fac;simile Transmittal
Number of pages: 4
(including cover sheet)
Date:
To:
Company:
Fax Number:
September 3, 2002
Carissa
Matich Corporation
909-825- I 780
From:
Direet Line:
Fax Number;
Peggy Vahle- Todde
949/608-6380
949/608-6451
RE:
Certificate of Insurance
City of San Bernardino
Dear Carissa:
..r---
Please see the following Certificate of Insurance that was issued to the City of San
Bernardino for the Del Rosa and Third Street.
If you have any questions, please let me know.
~
Peggy
Ill: ~./tL,~ ~ ~ ~,.w~
t;OQ-2E&4-4/sc:; .
The materials enclosed with this t8csimi1e ll'8lISIIlission are private llDd confidential and an: the property of the
sender. The infOJmation contained in the material is privileged and is intended only for the use of Ibe individual(s)
or entity(ies) named abo..... If you are not the intended recipient, be advised that any unauthorized disclosure,
copying, distribution or taking of any action in reliance on the coments of this teJecopied infonnation is strictly
prohibited. If you have received this filesimile transmission in error, please immediately nOOtY us by telephone to
;-- mange for return orlbe fotwarded documents 10 us.
A ",Risk Smia., Ire ifSadkm Oz/ijintia ImtnIm! Smiar
1901 Main Street "Suite 300 "Irvine, Gilifornia n614.TeI, (941) 608-6300 "Fax (949) 608-6451
License No. 0530733
SEP-04-2002 07:25
02
276
t-'.~/114
ACORD..
DAT~ (lfM/oD/Yr)
08/26102
POOUCIII
Aon Risk Services. Inc. of Southern California
l~Ol Main Streer.
Suitl! ]00
Irvine CA 92614 US~
TIllS CERTIFICATE IS ISSUED AS A MAjrER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE Cl:R1U1CATE HOLDER TIllS
CERTIFICATE DOES NOl AMEND, EXTEND OR ALTER TIlE
COVERAGE AI'FORDED BY TIlE POUCIES BELOW.
INSURERS AFFORDING COVERAGE
..... . 949 08-6300 FA". 949 608-6451
IN$OllEtt
MatiCh Corporation
P.O. Box 50000
san Bernardino CA 92412 USA
JNSOREII.^:
IN~B;
Combined Specialty Insurance Compan
Great American & , S Insurance C~pany
INIlURU.IE:
'..n." ........ "'T .. ... "',l:01iil_'oiH!,c:xc1 _iliowiC..;.,,:.'<.c:n:: ,:C';: . ,
TIlE f'OLICIES OF INSURANCE USTED BELOW HAVE BEl;N ISSU"" 10 TIll! INSIlRED NAMED ABOVl! FOR. TIll! POI.lCY PEIUllD INDICATED, NOTWl1llSTANDING
ANY REQ~. lEBM OIl CONDITION OF ANY CONTRACT OIl 011IEIl DOCUMENT WIlH RESPECT 10 WHICH nus CERTIFICATE ilIA Y BE ISSUED 011 MAY
P6ll.TAIN,TIlE INSUIlAIlCE ~ BY 1HE I'OIJCII',S DFOCUlfC> IIEIlEIN 's SUBJECT TO All. THE TEllMS. EXClUSIONS ANDCONDmONS OF SUCH POLlCn,..
40G1lEG4IEUMlTSSlIOIVN MAY IIAVEBEEIlIlEDUCU> BY PAID Cl.\IMS.
....a
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IN$UI.U c~
INSUlU:ltlJ:
TYn OW INSURAI'lCI
POLICY "UMBER
toLlCY
DATE(MM\DD\\'Y)
07/01/02
I'OUCY ~llAnO.N
DATE(MM\DD\YV)
01/01/03
UMFn
A CDIRAL UA8R.II'Y lCP~OO54600
X ~ALGEHEl.ALUAIIILITY
C1.AIWS MADE 0 OCC~
c;en. AOOREG4Ti. UMIT APPUES'~
0'00- 0 LOC
~ JJiCI'
A AII'IOMO.ILE UABILITY lCP50054600
X AKY AUTO
AU. OWNED AUTOS
SCItEDtJLm Auras
X ....., AUTOS
X NON owre AUTOS
X Call Dtd...t,GOO
X ('_DM II nan
G.UIA.GI: UA..UTY
o\NY AUTO
. EXCESS U.UILITY 18&2533460
OCCUR 0 a.AIM$ MADE
DEDtX:TIIII..O
8EI1iNTXlN
A woaxEII$COMI'IN!A.1lUft' AND lCW50054
INPLOYEJIS' UUILIT'\'
E.lC/t 0CCtJuDlCE
$1,000,000
$50.000
5 000
$1,000,000
$2,000.000
$2.000,000
flU DAMAOIifAlly ani 1ft)
MEDIXr(......._~'
I'BSONAL A ADV rNJURY
GEl<EIW.AOOIUiOA n
n.ooucrs. COWPIOP o\GG
07/01102
01/01/0J
COMBINED SINCUi LIWIT
{Ea__C>
$1,000,000
BODILylNlUllY
(hrJIBMII)
BODIL'V INJUI.'{
(I'\oo"'*"'1
PllOnI\ty DAMAGE
(PerKCidcM)
AUTO ONLY. EA ...caDENT
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AUTO OM.v;
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AGG
07/01/Q2
01/01103
fACJfOC~E
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STATU-
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Ji.L 2ACH ACCID6NT
EL DISl!ASE-I'OLICY LIMIT
E.L.DISEASE.-U&MPlDYI:Ij.
$1,000,000
$1.000,000
$1,000,000
onua
DESCaIPnDN or ot1iMnONM.OCA~1ON5 ADDm ay ENDOIlSIiMEHTISPECIAL novu:lQNS
Re; Del RO$& Drive , Third St~eet. San Bernardino International Airport
See ednorsementl3) attached .
o
. '11~tEr;-~~~5l\E' i~!J:~~~~~
..i:.l.;'~cG'j,~~,(:).;.
Ui~';~~:~:;;. ,.,. . . ." ..~. . _ ~;o~ '-'.,... ;~~~"':".;. '::
SHOULD ANY OFTHB ABOVE DESCkIIED POUClES BJiCANCJ;'Ua) BEFORl! THE EXPILlTIOPiI
DATIi THI!AEOf.1HE IS5lJING COMI'ANVWlI,.L 1:NDa1l811. 'N MAn.
]0 D.\Ys WIUTTEN NOTtCE TO l1IR ca: 1'1 AWED TO THE LEfT,
City of. San Be.mardino
City ~g1neers Office - 3rd Floor
300 N WDR StEeet
san Bernardtno CA 9240e USA
A\J11IOa1ZI!I)ItEI'IIa!NTATIVi
Certificate No :
510003152606
HnJthu. frl"",tifl_r ~
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SEP-04-2002 07:25
t-'.W/"'4
02 276
,.-.
POLICY NUMBER: lCP50054600
COMMERCIAL GENERAL LIABILITY
TIllS ENDORSEMENT CHANGES TIlE 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 Pen 011 or Orgallizatioll:
City of San Bernardino, its officers, direetors, agents and employees
Re: Del Rosa Drive & Third S~t
San Bernardino International Airport
(If no entry appears above, information requin:d 10 complete this endorsement will be shown in
the Declarations as applicable 10 this endorsement.)
,--... WHO IS AN INSURED (Section II) is amended to include as an insured the person or organizBtion
shown in the Schedule, but only with respect to liability arising out of "your work" performed for that
insured by Or for you.
I""
AI-Primary
CG2010(11-8S)
SEP-04-2002 07:26
P.04/04
'0 2 2 7 6
.----
Company Combined Specialty Insurance COmpany
Policy Period 7/1102
TO
7/1103
Endorsement No.
ATTACHED TO AND
FORMING PART OF
POLICY NUMBER
1CP50IIS4800
ENDORSEMENT EFFECTIVE
(Standard Time)
INSURED
Matich Corporation
PRODUCER AND CODE
CPG/SPEC. RISK RESOURCES
INS AGCY, INC.
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULL V,
MonthIPav/year 12:01 A.M.
7/1102 (xl
NOON
THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING:
COMMERCIAl GENERAL LIABILITY COVERAGE FORM
ADDmONAL 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. Addltlonallnsured
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 Saa Beraardino, its omeers. direetors, agents and employees
Re: Del Ro.a Drive " Third Street
SaD Be lateraatioDal Airport
~
~
DATE
,.-..
TOTAl P.04
'0227tJ
AoN
September 9, 2002
Mike Wolf
City of San Bernardino
City Engineers Office, 3rd Floor
300 North D Street
San Bernardino, CA 92408
OO~~lI~UW~lQJ
CITY OF ~/\I'J bU\h..V~ijjf~U
orVElOPMUH SEHV!CES
Re: Matich Carporation
Dear Mike:
Please find enclosed the notarized letter from the carrier stating that Aon Risk Services is
authorized to sign Certificates of Insurance on their behalf.
If you have any questions, please contact me.
sincere1'
'C/I'" ~
,.... .( /'
i~.)/,' ;
., (-
Peggy Vahle-Todde
Sf. Account Manager
1901 Main Street. Suire 300. Irvine, California 92614
[el: 949.608.6300. fax: 949.608.6451 . www,aOll.com
License #0)')07.'13
fG
Construction
Program
Group
112
2!75
ADim;/illuISplKf,I;liftflfslUl,,,,,,IM"'iJf1Cf/~...,,,yinc.
License No. 0799319
September 5, 2002
Mr. Mike Wolf
City of San Bernardino
City Engineers Office, 3rd FL
300 North D Street
San Bernardino, CA 92408
Re: Authorization for Aon Risk Services, Inc
Maiich Corp. (lCW50054700 & lCPS0054600)
Policy Period: 7/1102-7/1103
Dear Mike:
We authorize Aon Risk Services, Inc. to sign Certificates ofInsurance in accordance with the
requirements of the City of San Bernardino, as our representative, for which we are providing
coverage.
A DIVISION OF SPECIAL RISK RESOURCES INSURANCE AGENCY, INC.
55 S. LAKE AVENUE, SUITE 560 - PASADENA - CALIFORNIA. 9IlOI TELEPHONE: 626.683.5200 FAX: 626.683.5209
C.ALIFORNIA LICENSE NUMBER: 07993 I 9
02
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
,:"-:v-:.c:<<,4,Ft"~<:.,'(~--<_'&<:~'X",<:~<:<;<'''-<:;<';~,,;,:,,~;;:::<';,,'''''5/-<:V'&'(X(,~''<'<<tt~~~<X:,c<X""<'~<'d~<<~..Q{'..c<'~~'
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Dale " {l,. Name and Tille ot 0 .
,'! personally 'appeared /\ (tv IJ l..~SLr !
\! Name{s}oISigner(s)
;/,
[J personally known to me
:>"'Proved to me on the basis of
evidence
salisfactory
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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 behaif of which the person(s)
acted, executed the instrument.
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Number 01 Pages: [J I~ ~
~
Capacity(ies) Claimed by Signer ~
Signer's Name '^ a 1/ I 'J C-e /2 s E 'i<- ~
~ndividual I....::
[J Corporate Officer - Title(s):
[J Partner - 0 Limited [] General
:,< 0 Attorney-in-Fact I
." 0 Trustee ~
, " [J Guardian or Conservator ~
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@1999 Nabonal Notary Associa~on' 9350 De SolO Ave, P,O. Box 2402. Chatsworth, CA 91313-2402. www.nallooalnolaryorg Prod. No. 5907 Reorder: Call Toll-free \.800-876-6827
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WITNESS my hand and official seal.
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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.
A
Document Date:
Signer(s) Other Than Named Above:
"
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