HomeMy WebLinkAbout14-Development Services
"
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: James Funk, Director
o i~ I' \0,1' .':~L
Subject: Resolution awarding contract to
Laird Construction Co., Inc. for Pavement
Rehabilitation on Lexington Parkway from
Hallmark Parkway to cul-de-sac; Saratoga
Way from Georgia Boulevard to Hallmark
Parkway; Shenandoah Way from Hallmark
Parkway to cul-de-sac, Georgia Boulevard
from Gannett Parkway to Saratoga Way and
Gannett Parkway from Georgia Boulevard to
Hallmark Parkway per Plan No 10510.
MCC Date: December 16, 2002
Dept: Development Services
Date: November 15, 2002
File: 1.7.287, 1.7288, 1.7289, 1.7290,
1. 7291
Synopsis of Previous Council Action:
7/15/02 Allocation of $332,000.00 in the 2002/03 Capital Improvement Program (CIP) ON
Lexington Parkway from Hallmark Parkway to cul-de-sac; Saratoga Way from Georgia Boulevard
to Hallmark Parkway; Shenandoah Way from Hallmark Parkway to cul-de-sac, Georgia Boulevard
from Gannett Parkway to Saratoga Way and Gannett Parkway from Georgia Boulevard to
Hallmark Parkway. (Account Nos. 135-378-5504-7287 through 7291.)
Recommended Motion:
Adopt Resolution
~f~
Contact person: Robert Sepulveda, Engineering Associate Phone:
5167
Supporting data attached: Staff Report, Map & Resolution Ward:
6
FUNDING REQUIREMENTS:
Amonnt: $240,000.00
Source: (Acc!. No.) 135-378-5504-7287 through 7291
Acct. Description: Lexington Parkwav. SaratOl!a Wav Shenandoah Wav.
Georl!ia Boulevard.. and Gannett ~ Pavement Rehabilitation
Finance: ~~~// #. y~
Council Notes:
~C8Sa ,jJ,.'2.CO'2:- ~8 '2-
Agenda Item No. /1.J
IJ.../lh IOd-
'"
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution awarding contract to Laird Construction Co., Inc. for Pavement Rehabilitation on
Lexington Parkway from Hallmark Parkway to cul-de-sac; Saratoga Way from Georgia Boulevard to
Hallmark Parkway; Shenandoah Way from Hallmark Parkway to cul-de-sac, Georgia Boulevard
from Gannett Parkway to Saratoga Way and Gannett Parkway from Georgia Boulevard to Hallmark
Parkway, per Plan No. 10510.
Background:
This project consists of, repair, and replacement of failed pavement sections, and 1 Vz inch cold mill
and pavement of the street sections on Lexington Parkway from the Hallmark Parkway to cul-de-sac,
and Saratoga Way from Georgia Boulevard to Hallmark Parkway. These sections of road experience
significant vehicular traffic and the original pavement sections have deteriorated. According to the
Pavement Management Analysis (P.M.A) each of these street sections should be rehabilitated this
year, with 1 112" cold mill and 1 '/z" A.C. pavement. Consequently, staff is proposing to move
forward with this project as soon as possible.
Plan and specifications for this project are complete. The project is ready to be awarded. The
estimated project costs are as follows:
Lexin on Parkwa from Hallmark Parkwa to cul-de-sac
Construction Cost
Contin encies
Desi n, Ins ection, and Contract Administration
Total
$35,867.16
$5,380.12
$5,236.60
$46,483.88
Sarato a Wa form Geor ia Boulevard to Hallmark Parkwa
Construction Cost $13,384.25
Contin encies $2,007.66
Desi n, Ins ection, and Contract Administration $1,954.10
Total $17,346.01
Sh
d hW ~
H II kP kw
I d
enan oa ay orm a mar ar av to cu - e-sac
Construction Cost $46,585.20
Continl1;encies $6,987.84
Design, Inspection, and Contract Administration $6,801.44
Total $60,374.48
Georgia Boulevard from Gannet Parkway to Hallmark Parkway
- 2 -
Construction Cost $66,709.80
Contingencies $10,006.56
Design, Inspection, and Contract Administration $9,739.63
Total $86,455.99
Gann
ett Parkway from Georgia Boulevard to Hallmark Parkway
Construction Cost $22,638.59
Contingencies $3,395.82
Design, Inspection, and Contract Administration $3,305.23
Total $29,339.64
Grand Total
Construction Cost $185,185.00
Contingencies $27,778.00
Design, Inspection, and Contract Administration $27,037.00
Total $240,000.00
This project was advertised locally in the San Bernardino County Sun Newspaper, Construction Trend
Newspaper, the City's web site, and with the San Bernardino Area Chamber of Commerce. The
following nine companies responded to the request for bids:
Name of Bidder City Bid Amounts
Larid Construction Co., Inc. Rancho Cucamonga $185,185.00
Silvia Construction, Inc. Rancho Cucamonga $188,230.83
Hill Crest Contractin!!, Inc. Corona $191,481.37
Holland-Lowe Construction, Inc. San Bernardino $195,168.96
All American Asphalt Corona $199,978.15
Palm Canvon Contractors Yucaioa $201,225.70
Matich Corporation San Bernardino $226,226.00
Avala And Sons, Inc. San Bernardino $243,221. 78
International Pavement Solutions, Inc. San Bernardino $294,526.64
The Engineers Estimate is $225,000.00
- 3 -
,.
"
.
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Based on review of the sealed competitive bids received, staff has determined that Laird
Construction Co., Inc. the apparent low bidder, has met the minimum requirements of the
specifications and bid guidelines, and therefore recommends that the Mayor and Common Council
award the referenced contract accordingly.
Financial Impact:
Funding for this project in the total amount of $332,000.00 has been included in the FY 2002/2003
budget. $110,000.00 was budgeted for Lexington Way in account number 135-378-5504-7287;
$25,000.00 for Saratoga Way, Georgia Boulevard to Hallmark Parkway in account number 135-378-
5504-7288. $70,000.00 for Shenandoah Way, Hallmark Parkway to Cul-de-sac in account number
135-378-5504-7289; $100,000.00 for Georgia Boulevard; Gannett Parkway to Saratoga Way in
account number 135-378-5504-7290, and $27,000.00 was budgeted for Gannett Parkway, Georgia
Boulevard to Hallmark Parkway in account 135-378-5504-7291.
Recommendation:
Adopt Resolution
- 4 -
-
I.....
/-
'-
r-
"-
/'~\"---"'" ~---~ '"'\, (I'
,e
L \J \~../ L.' U
1
2
3
4
5
6
7
8
9
10
11
12
13
RESOLUTION NO.
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAt"
BERNARDINO AWARDING A COl';iRACT TO LAIRD CONSTRUCTION CO., INC.
FOR PAVEMENT REHABILITATION ON LEXINGTON PARKWAY FROM
HALLMARK PARKWAY TO CUL-DE-SAC; SARATOGA WAY FROM GEORGIA
BOULEVARD TO HALLMARK PARKWAY; SHENANDOAH WAY FROM
HALLMARK PARKWAY TO CUL-DE-SAC; GEORGIA BOULEVARD FROM
GANNETT PARKWAY TO SARATOGA WAY; AND GANNETT PARKWAY FROM
GEORGIA BOULEVARD TO HALLMARK PARKWAY, PER PLAN DRAWING NO.
10510
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. Laird Construction Co., Inc., is the lowest responsible bidder for
pavement rehabilitation on Lexington Parkway from Hallmark Parkway to cul-de-sac; Saratoga
Way from Georgia Boulevard to Hallmark Parkway: Shenandoah Way from Hallmark
14 Parkway to cul-de-sac, Georgia Boulevard from Gannett Parkway to Saratoga Way and
15 Gannett Parkway from Georgia Boulevard to Hallmark Parkway. A contract is awarded
16
17
18
19
20
21
22
23
24
25
26
accordingly to said bidder in a total amount of $185,185.00 with a contingency amount of
$27,778.00 but such award shall be effective only upon being fully executed by both parties.
All 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 fully signed and executed by the parties and no party shall be
obligated hereunder until the time of such full execution. No oral agreements, amendments,
modifications or waivers are intended or authorized and shall not be implied from any act or
27 course of conduct of any party.
28
-1-
:17 IL
C !
. .
/ . If 17
.Ii '/'/6~'
IA (<.{
-
.--..
,~-
'-
.-
"-
1
2
SECTION 3. This resolution is rescinded if the parties to the ~ontract fail to execute it
within sixty (60) days Of passage of the resolution.
3
III
4
5 III
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
-2 -
.-
\......
--
'-
-
'-
1
RESOLUTION...AWARDING A CONTRACT TO LAIRD CONSTRUCTION CO., INC.
2 FOR PAVEMENT REHABILITATION ON' LEXINGTON" PARKWAY FROM
HALLMARK PARKWAY TO CUL-DE-SAC; SARATOGA WAY FROM GEORGIA
BOULEVARD TO HALLMARK PARKWAY; SHENANDOAH WAY FROM
HALLMARK PARKWAY TO CUL-DE-SAC; GEORGIA BOULEVARD FROM
4 GANNETT PARKWAY TO SARATOGA WAY; AND GANNETT PARKWAY FROM
5 GEORGIA BOULEVARD TO HALLMARK PARKWAY, PER PLAN DRAWING NO.
10510
6
3
7 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
8 the_day of ,2002, by the following vote, to wit:
9 Council Members:
AYES
NAYS
ABSTAIN ABSENT
10 ESTRADA
11
LONGVILLE
12
13 MC GINNIS
14 SCHNETZ
15 SUAREZ
16 ANDERSON
17
18
19
MC CAMMACK
20
21
22
23
24
25 Approved as to
form and legal content:
26
JAMES F. PENMAN,
27 City Attorney
28 Bt- ? 1'''--..
City Clerk
The foregoing resolution is hereby approved this
day of
,2002.
Judith Valles, Mayor
City of San Bernardino
- 3 -
'.
.
CITY OF SAN BERNARDINO
Interoffice Memorandum
CITY CLERK'S OFFICE
Records and Information Management (RIM) Program
DATE:
December 19, 2002
TO:
Leslie Crawford, Engineering Assistant I
FROM:
Michelle Taylor, Senior Secretary
RE:
Transmitting Documents for Signature - Resolution 2002-382
At the Mayor and Common Council meeting of December 16, 2002, the City of San Bernardino
adopted Resolution 2002-382 - Resolution awarding a contract to Laird Construction Co., Inc.,
for pavement rehabilitation on Lexington Parkway from Hallmark Parkway to cul-de-sac;
Saratoga Way from Georgia Boulevard to Hallmark Parkway; Shenandoah Way from Hallmark
Parkway to cul-de-sac; Georgia Boulevard from Gannett Parkway to Saratoga Way; and
Gannett Parkway from Georgia Boulevard to Hallmark Parkway, per Plan Drawing No. 10510.
I am providing you with one certified copy of Resolution 2002-382 and four (4) sets of 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 February 14, 2003.
If you have any questions, please do not hesitate to contact me at ext. 3206. Thank you.
Date:
ve mentioned documents.
Signed:
Please sign and return.
CITY OF SAN BERNARDINO
Interoffice Memorandum
CITY CLERK'S OFFICE
Records and Information Management (RIM) Program
DATE:
February 3, 2003
TO:
Leslie Crawford, Engineering Assistant I
FROM:
Michelle Taylor, Senior Secretary
RE:
Resolution 2002-382 - Laird Construction Co., Inc.
Our office has not received the executed contract with Laird Construction Co, Inc., for pavement
rehabilitation at various locations. This agreement was approved at the Mayor and Common
Council meeting held on December 16, 2002, and will be null and void if not executed and
returned to the City Clerk's Office by February 14, 2003.
Please forward the executed agreement to the City Clerk's Office, to my attention, as soon as
possible. If you have any questions, please do not hesitate to call me at ext. 3206.
."
, .
.
** FOR OFFICE USE ONLY - NOT A PUBLIC DOCUMENT **
RESOLUTION AGENDA ITEM TRACKING FORM
/4 Resolution #
Abstain ....g.
zoo 2. - 3~2-
Meeting Date (Date Adopted): i 2. - \ Cc. -0 Z- Item #
Vote: Ayes 1-'1 Nays -e-
Change to motion to amend original documents:
Absent -B--
Reso. # On Attachments: L Contract term: -
Note on Resolution of Attachment stored separately: L
Direct City Clerk to (circle I): PUBLISH, POST, RECORD W/COUNTY
Null/VoidAfter:60 DAJ::' /2-14-03
I
By:
-
Date Sent to Mayor: 1'2 -[(- 0 'Z-
Date of Mayor's Signature: \ 2- \ 'l;-o J
Date ofClerk/CDC Signature: I'd -\ '1 "fJ d
Reso. Log Updated:
Seal Impressed:
V
./
Date MemolLetter Sent for Signature: ld - \ C'l -,:) ?-
~g.J)llY Reminder Letter Sent o~ day: :J -3-0-3
90 Day Reminder Letter Sent on 45th day:
See Attached: ..,./' Date Returned: :;).-1'3-03
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):
Yes / No
Yes No~
Yes No L
Yes No /
Yes No/
Copies Distributed to:
City Attorney /
Parks & Rec.
Code Compliance Dev. Services ~ EDA
Police Public Services Water
Finance /"
MIS
Others:
Notes:
TxJ,,('ID CG~,\
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: 6hl
Date: ~-(3-03
Revised 0 I 1 12/0 I
r---
Meeting Date: 12/16/02
Item 1114
Resolution #2002-382
OK(GINAc
FILE NO. 1.7287
FILE NO. 1.7288
FILE NO. 1.7289
FILE NO. 1.7290
FILE NO. 1.7291
ACCT. NO. 135-378-55D4-7287
ACCT. NO. 135-378-5504-7288
ACCT. NO. 135-378-5504-7289
ACCT. NO. 135-378-5504-7290
ACCT. NO. 135-378-5504-7291
STATE OF CALIFORNIA
;;:CtllltlJ "-
lAlRO 0 1001
CONSt
Co
" IN,:
CITY OF SAN BERNARDINO
BID AND CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 10510
FOR
PAVEMENT REHABILITATION
ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARATOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
SHENANDOAH WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT PARKWAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPMENT SERVICES
CITY OF SAN BERNARDINO
OCTOBER, 2002
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON
NOVEMBER 5
,2002
EYJt I B(T ''All
')" ry c:J 1_
nj] f~ (Ji
FILE NO 1.7287 ACCT #135-378-5504-7287
FILE NO.1 7288 ACCT #135-378-5504-7288
FILE "0 17289 ACCT#135-378-5504-7289
FILE NO.1 7290 ACCT #135-378-5504-7290
FILE "0.17291 ACCT #135-378-5504-7291
OCTOBER 22, 2002
CIlY OF SAN BERt'lARDINO
STATE OF CALIFORt\lIA
ADDENDUM NO. ONE
FOR
BID AND CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 10510
PAVEMENT REHABILIT A nON
ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARATOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
SHENANDOAH WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT PARKWAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
The Plans and Special Provisions for this project is hereby amended as follows:
The BID DOCUMENTS are amended as follows:
I. Remove "the Lump Sum price of' from the "DESCRIPTION OF ITEMS"
for ITEM NO.4 in all "BID SCHEDULES "A" through "E":
DESCRIPTION OF ITEMS
ITEM NO.4
IS: COLD MILLING (1" Depth l, at _
Dollars
Cents per SQ. YD.
and
WAS: COLD MILLING ( 1" Depth), at the
Lump Sum price of
Dollars
Cents per SQ. YD
and
The revised "BID SCHEDULE" sheets that are attached to this Addendum No. One
must be used when submitting bid documents.
The SPECIAL PROVISIONS are amended as follows:
02 382
I. SECTION 9, 9-1.0 I GENERAL
IS: All warning. regulatory and construction signs shall be fully reflectorized The tramc cones
to be used shall be eighteen inches (36") in height. rubber or plastic. and be retJectorized.
WAS: All warning. regulatory and construction Signs shall be full, retlectorized. The traftic cones to be
used shall be eighteen inches (IS") in height. rubber or plastic. and be retlectolized
2. SECTION 14
a. 14 A-l.03 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE
COVERS TO GRADE
Remove the "A" trom this sub-section IS: "14-1.03"
WAS 14 A-I03
Remove "as shown on the Plans" ( ~ "W AS" condition)
IS:
14-1.03 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE
COVERS TO GRADE - Adjusting manhole frames and covers and water valve covers to grade
after completion of paving shall be in accordance with Section 301-1.6 "Adjustment of Manhole
Frame and Cover Sets to Grade", and Section 302-5.8, "Manholes ( and other structures)" of the
Standard Specifications, these Special Provisions, and as directed by the Engineer.
b. The sub-section for PAYMENT is numerically corrected IS: 14-1.04 WAS 14-102
C. 14-1.04 PAYMENT
Remove "as designated on the Plans" (~"W AS" condition)
and Add reference to APPENDIX "B" as follows:
IS:
14-1.04 PAYMENT -- The contract unit price paid per square foot for "ASPHALT
CONCRETE PAVEMENT ( 1-1/2" Thick ), including crack sealing". shall include full
compensation for furnishing all labor. materials, tools, equipment. and incidentals and for doing
all the work involved in placing material as designated in APPENDIX "B", REMOVAL AND
REPLACEMENT LOCATIONS included in these Special Provisions. and as directed by the
Engineer. and no additional compensation will be allowed therefor.
Remove "as designated on the Plans" ( ~ "WAS" condition)
and Add reference to Standard Specifications as follows:
IS:
The contract unit price paid per each for "ADJUST MANHOLE FRAME & COVER to
grade", shall include full compensation for furnishing all the material and performing all the labor
for adjusting manhole frames and covers to grade per the Standard Specifications and as directed
by the Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per each for "ADJUST WATER VALVE COVER to
grade", shall include full compensation for furnishing all the material and performing all the labor
for adjusting water valve covers to grade per the Standard Specifications and as directed by the
Engineer, and no additional compensation will be allowed therefor.
October 22, 2002
Addendum No.1
C'~~~~~1 Dp~H;":""''' 1\1...... ll\C:lf\
02 382
3. SECTION 17. 17-1.01 GENERAL
Revise the second paragraph to reference APPPENDIX "B" as follows:
IS: Existing asphalt concrete shall be milled to the thickness shown in APPENDIX "B".
REMOV AL AND REPLACEMENT LOCATIONS, included in these Special Provisions.
WAS: Existing asphalt concrete shall be milled at the locations and to the dimensions shown on the Plans.
4. SECTION 19
a. 19-1.01 GENERAL
Revise the first paragraph to reference STANDARD DRAWING NO. 310 as follows:
IS: Repair of street cuts/potholes shall comply with the following requirement for asphalt
concrete and aggregate base, per City Standard No. 310 and as directed by the Engineer.
W AS: Repair of street cuts/potholes shall comply with the following requirement for asphalt
concrete and aggregate base. as shown on the Plans or/and directed by the Engineer.
b. 19-1.04 PAYMENT:
Remove "as shown on the Plans" (= "W AS" condition)
and Add reference to APPENDIX "B" as follows:
IS:
19-1.04 PAYMENT -- The contract unit price paid per square foot for "STREET
CUT / STRUCTURAL DAMAGE REPAIR / POTHOLE REPAIR". shall include full
compensation for saw cutting, removing and disposing of asphalt concrete material, roadway
excavation, scarifYing the sub grade and recompacting, placing subgrade base, aggregate
base and asphalt concrete pavement, also including furnishing all labor, materials, tools,
equipment and incidentals as specified in these Special Provisions, as designated in
APPENDIX "B", REMOVAL AND REPLACEMENT LOCATIONS included in these
Special Provisions. and as directed by the Engineer, and no additional compensation shall be
allowed therefor.
5. SECTION 20
a. 20-1.01 GENERAL
Add the following paragraph:
Prior to any work. the Contractor shall note and record all existing pavement traffic
striping geometries and verify same with the Field Engineer.
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
02382
5. (CONTINUED)
b. ~O- !.O~ PAYMENT
Remove "as shown on the Plans" and Add "per existing Engineer verified record
described above" as follows:
IS:
20-!.O~ PAYMENT u The lump sum price paid for "TRAFFIC STRIPING,
PAVEMENT MARKING, and RAISED PAVEMENT MARKERS", shall include full
compensation for furnishing all labor, materials, and for doing all work involved in the
installation of the traffic striping, pavement marking, and raised pavement markers, per
existing Engineer verified record described above, as directed by the Engineer, and no
additional compensation will be allowed therefor.
ALL BIDDERS SHALL INDICATE RECEIPT OF THIS ADDENDUM NO. ONE
AT THE BOTTOM OF THE SIGNATURE SHEET INCLUDED IN THEIR BID.
BY:
RAY OND A. CASEY
Deputy Director/City Engineer
DATE:
1(,;-2-2-/(: Z-
.
October 22, 2002
Addendum No.1
Special Provisions No. 10510
ATTACHMENTS
TO
ADDENDUM NO. ONE
REVISED
BID SCHEDULE
02 3@';>
October 22, 2002
Addendum No.1
Special Provisions No. 10510
BID SCHEDULE "A"
02 382
LEXINGTON WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTlMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. QUANTITY UNIT WITH LJ:--IIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
L LS MOBILIZATION, at Ihe Lump Sum
price of
Dollars
and Cents LS $
2.
LS
TRAFFIC CONTROL. at the Lump
Sum price of
and
Dollars
Cents
LS
$
,
J.
LS
CLEARING and GRUBBING.
UNCLASSIFIED EXCA VA TION and
UNCLASSIFIED FILL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
4. 7,208 SY COLD MILLING (1" Depth), at _
Dollars
and Cents per SQ. YD. $ /SY $
5. 64.868 SF ASPHAL T CONCRETE PAVEMENT
( 1-112" Thick ), including Crack Sealing
at
Dollars
and Cents per SQ. FT. $ /SF $
6. 900 SF STREET CUT / STRUCTURAL
DAMAGE REPAIR / POTHOLE
REPAIR, at
Do liars
and Cents per SQ. FT. $ /SF $
October 22, 2002
Addendum No. t
Special Provisions No. 10510
'02 3 8 2
BID SCHEDULE "B"
SARATOGA WAY
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO. 10510
ITEM ESTIMA TED
NO. OUANTlTY UNIT
DESCRIPTION OF ITEMS UNIT PRICE
WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES
TOTAL
IN FIGURES
LS MOBILIZA TION. at the Lump Sum
price of
and
Dollars
Cents
LS
$
2.
LS
TRAFFIC CONTROL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
,
J.
LS
CLEARING and GRUBBING,
UNCLASSIFIED EXCA VA TION and
UNCLASSIFIED FILL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
4. 2,225 SY COLD MILLING ( 1" Depth ). at _
Dollars
and Cents per SQ. YD. $ /SY $
5. 20,020 SF ASPHALT CONCRETE PAVEMENT
(1-1/2" Thick). including Crack Sealing
at
Dollars
and Cents per SQ. FT. $ /SF $
6. 434 SF STREET CUT / STRUCTURAL
DAMAGE REPAIR/POTHOLE
REPAIR, at
Dollars
and Cents per SQ. FT. $ /SF $
October 22. 2002
Addendum No. 1
Special Provisions No. 10510
02 382
BID SCHEDULE "C"
SHENANDOAH WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTlMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY IJNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
I LS MOBILIZATION, at the Lump Sum
price of
Dollars
and Cents LS $
,
~.
LS
TRAFFIC CONTROL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
3.
LS
CLEARING and GRUBBING,
UNCLASSIFIED EXCAVATION and
UNCLASSIFIED FILL. at the Lump
Sum price of
and
Dollars
Cents
LS
$
4. 10,268 SY COLD MILLING (1" Depth), at _
Dollars
and Cents per SQ. YD. $ ISY $
5 92,410 SF ASPHAL T CONCRETE PAVEMENT
( 1-1/2" Thick). including Crack Sealing
at
Dollars
and Cents per SQ. FT. $ ISF $
6. 450 SF STREET CUT I STRUCTURAL
DAMAGE REPAIR I POTHOLE
REPAIR, at
Dollars
and Cents per SQ. FT. $ ISF $
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
BID SCHEDULE "D"
GEORGIA BOULEVARD
FROM GANNETT PARKWAY TO SARATOGA WAY
02 382
PLAN NO. 10510
ITEM ESTIMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
:>\0. QUANTITY UNIT WITH UNIT PRICE WRITTEI-i IN WORDS IN FIGURES IN FIGURES
I. IS MOBILIZA TION. at the Lump Sum
price of
Dollars
and Cents LS $
2.
I
LS
TRAFFIC CONTROL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
3.
LS
CLEARING and GRUBBING.
UNCLASSIFIED EXCA V A nON and
UNCLASSIFIED FILL. at the Lump
Sum price of
and
Dollars
Cents
LS
$
4. 11,704 SY COLD MILLING ( I" Depth), at _
Dollars
and Cents per SQ. YD. $ ISY $
5. 105.330 SF ASPHAL T CONCRETE PAVEMENT
( 1-1/2" Thick ), including Crack Sealing
at
Dollars
and Cents per SQ. FT. $ ISF $
6. 3.558 SF STREET CUT I STRUCTURAL
DAMAGE REPAIR I POTHOLE
REPAIR, at
Dollars
and Cents per SQ. FT. $ ISF $
October 22, 2002
Addendum No. I
Special Provisions No. 10510
BID SCHEDULE "E"
02 382
GANNETT PARKWAY
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO. 10510
ITEM ESTIMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRlCE WRlTTEN IN WORDS IN FIGURES IN FIGURES
L LS MOBILIZA nON, at the Lump Sum
price of
Dollars
and Cents LS $
2.
LS
TRAFFIC CONTROL. at the Lump
Sum price of
Dollars
Cents
LS
$
and
,
J.
LS
CLEARING and GRUBBING,
UNCLASSIFIED EXCA V A nON and
UNCLASSIFIED FILL, at the Lump
Sum price of
and
Dollars
Cents
LS
$
4. 2,834 SY COLD MILLING ( 1" Depth), at _
Dollars
and Cents per SQ. YD. $ /SY $
5. 25,500 SF ASPHALT CONCRETE PAVEMENT
( 1-112" Thick), including Crack Sealing
at
Dollars
and Cents per SQ. FT. $ /SF $
6. 2.230 SF STREET CUT / STRUCTURAL
DAMAGE REPAIR/POTHOLE
REPAIR, at
Dollars
and Cents per SQ. FT. $ /SF $
October 22, 2002
Addendum No. I
Special Provisions No. 10510
..
.02 382
TABLE OF CONTENTS
NOTICE INVITING BIDS
BID DOCUMENTS
BID FORM
BID SCHEDULES "A" THROUGH "E"
SUMMARY OF BID SCHEDULES
BIDDER INFORMATION & ACKNOWLEDGEMENT OF ADDENDUMS
DESIGNATION OF SUBCONTRACTORS
WORKMEN'S COMPENSATION INSURANCE CERTIFICATION
NON-COLLUSION AFFIDAVIT
FORM OF BID BOND
MBE/WBE INFORMATION - GOOD FAITH EFFORTS
REFERENCES
SPECIAL PROVISIONS
SECTION I - SPECIFICATIONS AND PLANS SP-I
SECTION 2 - BID REQUIREMENTS AND CONDITIONS SP-2
SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-5
SECTION 4 - CONSTRUCTION SCHEDULE & COMMENCEMENT OF
WORK, TIME OF COMPLETION & LIQUIDATED DAMAGES SP-6
SECTION 5 - LEGAL REQUIREMENTS SP-8
SECTION 6 - GENERAL SP-14
SECTION 7 . UTILITIES SP-21
SECTION 8 - DESCRIPTION OF WORK SP-25
SECTION 9 - TRAFFIC SP-26
SECTION 10 - MOBILIZATION SP-29
SECTION II . CLEARING AND GRUBBING SP-30
SECTION 12 THROUGH 13 BLANK SP-32
SECTION 14 . ASPHALT CONCRETE SP.33
SECTION 15 THROUGH 16 BLANK SP-34
SECTION 17 - COLD MILLING SP-35
SECTION 18 BLANK SP-37
SECTION 19 - REPAIR OF STREET CUT I POTHOLE SP-38
SECTION 20 - TRAFFIC STRIPES, PA YEMENT MARKING AND
RAISED PAVEMENT MARKERS SP-39
SECTION 21 THROUGH 49 BLANK SP.40
SECTION 50 - REMOVAL & RESTORATION OF EXISTING IMPROVEMENTS
EXCEPT STREET PAVEMENT SP-41
APPENDIX "A"
ASPHALT CONCRETE CORING REPORT
APPENDIX "B"
REMOVAL AND REPLACEMENT LOCATIONS
STANDARD DRAWINGS
AGREEMENT
02 382
Engineer's Estimate $ 225,000.00
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for:
PAVEMENT REHABILITATION
ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARA TOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK P ARKW A Y
SHENANDOAH WAY FROM HALLMARK P ARKW A Y TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT P ARKW A Y FROM GEORGIA BOULEVARD TO HALLMARK PARKW A Y
in accordance with Special Provision No. 10510 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 Tuesdav, November 5, 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 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 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 having a rating in Best's most
recent Insurance Guide of "A" or better.
()2 38?
Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by
Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and
made a part thereof by references as fully as though set at length herein, have ascertained and
determined the general prevailing rate per diem wages, and of per diem wages for legal
holidays and overtime work for each craft or type work of workman needed in the execution of
contracts under jurisdiction of said Mayor and Common Council.
Said prevailing rates of wages shall conform to "General Prevailing Wage Determination
made by the Director ofIndustrial Relations", filed in the office of City Clerk, which are made
a part of said Resolution No. 90-358 and amendments thereto.
The Contractor may substitute securities 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
provisions of Resolution No. 7414, of the Mayor and Common Council of the City of San
Bernardino.
The Contractor shall possess a Class "A" License or Appropriate 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 Pre-Bid Meeting will be held on Tuesdav, October 22, 2002 , at 2:00 p.m. in the
office of the City Engineer, Third Floor, City Hall, 300 North "0" Street, San Bernardino, CA
92418. This meeting is to inform bidders of MBEs/WBEs subcontracting and material supply
opportunities, and to make the prime Contractor aware of the City's outreach program as it
relates to minority hiring and participation. Bidder's attendance at this meeting is
recommended, but the prime may certify that they are familiar with the program and attendance
is not required. Attendance and / or certification may be used as part of the good
faith effort.
02 382
The City of San Bernardino reserves the right to waive any informalities or inconsequential
deviations from contract Specifications, or to reject any and all bids.
No bidder may withdraw his bid within ~ working days from the date of bid opening.
Plans and Specifications may be obtained from the City Engineer's Office, on the third floor of
City Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment
of $20.00 for each set if picked up in person. Upon request, the Plans and Special Provisions
may be mailed for an additional charge of $5.75 per set.
CITY OF SAN BERNARDINO
/2 ot{'.1v / I Cd'l t
RACHEL CLARK
. . City Clerl}f I In) --J:.,
C,1--- mt l.:.1.l( 'if] L~I <:j.$( ~i1
NOTICE TO ADVERTISE
SPECIFICATION NO. 10510
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE 10/07/02 and 10/12/02
SECOND PUBLICATION FIVE DAYS LATER
SIGNATURE
DATE
..
02 382
BID DOCUMENTS
02 382
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
PAVEMENT REHABILITATION
ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARATOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
SHENANDOAH WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT PARKWAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
in strict conformity with Plans and Special Provisions No.10510, of the Public Works Division, Department of
Development Services for the City of San Bernardino and also in accordance with Standard Specifications for
Public Works Construction, 2002 Edition. Undersigned proposes and agrees if this bid is accepted, that he will
contract with the City of San Bernardino, in the form of the copy of the contract annexed hereto, to provide all
necessary machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish all the
materials specified in the contract, in the manner and time therein prescribed, and that he will take in full payment
therefor the following unit prices or lump sum prices, to-wit:
BID SCHEDULE "A"
02 382
LEXINGTON WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTlMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
L LS MOBILIZATION, at the Lump Sum
pric Qf
Dollars $(POO.oJ
and Cents LS
2. LS TRAFFIC CONTRO
Sum price of
LS $ 10) -00
3.
LS
CLEARING and GRUBBING.
UNCLASSIFIED EXCA VA nON and
UNCLASSIFIED FILL, at the Lump
Sum price of *"-= ~o~ C, lit;
Dollars
and 1'\ 0 Cents
LS
$ 2-000.00
4.
7,208
SY
COLD MILLING (1" Depth), at _
V\,v Dollars
and 5e~1- +\N.eCents per SQ. YD. $ D/7:J/SY $ 5110(0.00
5.
64,868
SF
ASPHALT CONCRETE PAVEMENT
( 1-1/2" Thick), including Crack Sealing
at
n, 0 Do liars
and ~\iI'''i_j~CentsperSQ.FT. $ O.~'7/SF $~6
6.
900
SF
STREET CUT / STRUCTURAL
DAMAGE REPAIR/ POTHOLE
REPAIR, at
'\WJ Dollars
and tc4ee-,. Cents per SQ. FT.
.
$ 'JAS- /SF $ \ ~ )S' ,00
October 22, 2002
Addendum No. I
Special Provisions No. 10510
02 382
BID SCHEDULE "A"
LEXINGTON WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTIMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
7. 2 EA ADJUST MANHOLE FRAME &
COVER to grade; at --h-. v-U.-
'^'-^"~~). Dollars .00 t" 0::> .OQ
and \'\0 Cents per EACH $ ,0\0- lEA $
8. 2 EA ADJUST WATER VALVE COVER
to grade; at ~/jJ
f~{-+~ Dollars ~ 00-00
and \'\D Cents per EACH $ lEA $
9. LS TRAFFIC STRIPING, PAVEMENT
MARKING and RAISED PAVEMENT
MARKERS, at the Lump Sum price of
o\'\€ t1t.ov~'iV\A Dollars tOOO.OO
and V\n Cents LS $
TOTAL BID SCHEDULE "A" $<~'S ~ 107 /j.,
,
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts
and words shall govern over ligures.
BID SCHEDULE "B"
02 382
SARATOGA WAY
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO. 10510
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
1. LS MOBIL1S1 TIOA at ~p Sum
pnce of \. ~ (J .d
j.Jd Dollars $&OJ. (}j
and Cents LS
2. 1 LS TRAFFIC CONTRO\at the Lump
Sum price of . V"'- ~ ~
Dollars $ 1-- ~)-OO
and no Cents LS
3- LS CLEARING and GRUBBING,
UNCLASSIFIED EXCAVATION and
UNCLASSIFIED FILL, at the Lump
Sum price of OV\<Z-
_1\\OV)'lV\ > Dollars \000.00
and Cents LS $
4. 2,225 SY COLD MILLING (1" Depth), at
\'\0 Dollars $ f) ,'1 S'/SY /'
and ~Cents per SQ. YD. $ \lQ~ ~ nS
s. 20,020 SF ASPHALT CONCRETE PAVEMENT
( 1-1/2" Thick ). including Crack Sealing
at
V\CI Dollars $O,Y7/SF $ 1l{0l-'-{O
and ~\A-y _ r~ents per SQ. FT.
6. 434 SF STREET CUT / STRUCTURAL
DAMAGE REPAIR / POTHOLE
REPAIR, at r
iwo Dollars $').....tS /SF $ L1.1)-GO
and ~,-c. teeN\. Cents per SQ. FT.
October 22, 2002
Addendum No. I
Special Provisions No. 10510
02 382
BID SCHEDULE "B"
SARA TOGA WAY
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO. 10510
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
7. EA ADJUST MANHOLE FRAME &
C~ER to grade; at j'tI (' (> e.
I.M ~ y-f ~ Dollars OU ~ OO..CP
and V\lJ Cents per EACH $ 3dJI rEA $
8. 5 EA OVER
o..J=,
Dollars $ 4J tf) rEA
and ents per EACH $ d'S(),W
9. LS
\ ()JJ. W
LS $ 'a-'J)'~L-
I~ 3{J~,;)~
TOTAL BID SCHEDULE "B" &' 11, '-f 6>' <;
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices sball govern over extended amounts
and words shall govern over figures.
02 382
BID SCHEDULE "c"
SHENANDOAH WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTIMATED DESCRiPTION OF ITEMS UNIT PRiCE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FI G URES
1. LS MOBILIZA!IONht th~ Sl..
pnceof &;( (0 (';
I Dollars $ (dn,00
and JJo Cents LS
1 LS , ~~~J-
~.
m pnce
w.-.c Dollars
and Cents LS $ ;).;:t'<:',W
3. LS CLEARING and GRUBBING,
UNCLASSIFIED EXCAVATION and
UNCLASSIFIED FI~ump
Sum price of ~ %~~ ~OS). cD
Dollars
and ~0 Cents LS $l~w~
4. 10,268 SY COLD MILLING ( 1" Depth ), at _
Dollars
and 3Q-,X~.~~ts per SQ. YD. $.'1 L:) IS Y $ IIO\,<JU
5. 92,410 SF ASPHALT CONCRETE PAVEMENT
( 1-1/2" Thick), including Crack Sealing
at
Dollars
;;;;dl},; ~ & u:u-(:ents per SQ. FT. $.~I ISF $2,c.t1 lC\l.lO
1
6. 450 SF STREET CUT I STRUCTURAL
DAMAGE ~RI POTHOLE
REPAIR, at u
and ~~-b.Q r- Dollars
Cents per SQ. FT. $d.. \"'> ISF $9\t>1+SD
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
"
02 382
BID SCHEDULE "C"
SHENANDOAH WAY
FROM HALLMARK PARKWAY TO CUL-DE-SAC
PLAN NO. 10510
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRlCE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
7. EA ADJUST MANHOLE FRAME &
~VER to grade; at Dollars
h/.Q.L \-.~ ~6 $~ e0IEA
and (--00 Cents per EACH $~..W
8. 7 EA ADJUST WATER VALVE COVER
to
Dollars to $ 3"'D.W
Cents per EACH $ Fj) lEA
9.
LS TRAFFIC STRlPING, PAVEMENT
MARKING and RAISED PAVEMENT
M.AARRIWR RSS" a att the Lump Sum price of
~6~\:) Dollars
\-u ~~~i-lO Cents
LS
$ \dctl.W
TOTAL BID SCHEDULE "C" $ '1~ .c,8~. J-C
,
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts
and words shall govern over figures.
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
l. LS MOBlLIZA nON, at the Lump Sum
price of
&r~ rA{"vL~J. Dollars $ ~([). J:)
Cents LS
and }..L
2. LS
LS $ ~d-L,.W
BID SCHEDULE "D"
02 382
GEORGIA BOULEVARD
FROM GANNETT PARKWAY TO SARATOGA WAY
PLAN NO. 10510
3.
LS
CLEARING and GRUBBING,
UNCLASSIFIED EXCA V A nON and
UNCLASSIF~ED FIl;hat the Lump l
Sum pnce of~G, '- d
--- Dollars
and iL0 Cents LS
$ \.c0.:).:J . uJ
4.
11,704
SY
COLD MILLING (1" Depth), at _
Dollars
anc&.~1J.Q...CentsperSQ.YD. $ ,1"<; ISY $'61'''t;,W
\.)
S.
10S,330
SF
ASPHALT CONCRETE PAVEMENT
(1-1/2" Thick), including Crack Sealing
at
Dollars
anct:B--:)'{~, ~~ents per SQ. FT. $ 2n ISF $",=>"t\~l.)... lO
6.
3.5S8
SF
STREET CUT I STRUCTURAL
DAMAGE RfPMR/POTHOLE
REPMR, ~D
Dollars
and ~~-k.u,- Cents per SQ. FT. :sa. \'S ISF n(p L\C1./O
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
02 382
BID SCHEDULE "D"
GEORGIA BOULEVARD
FROM GANNETT PARKWAY TO SARATOGA WAY
PLAN NO. 10510
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
7. 7 EA ADJUST MANHOLE FRAME &
~ER torade; at J. Dollars
f-P.Jl u~ $ ,~-f> lEA
and lID Cents per EACH $(~ ILDJ_D
8. 14 EA ADJUST WATER VALVE COVER
tor~~t . Dollars tP $IOO.l!D
ana ' ~ Cents per EACH $.en. lEA
9. LS TRAFFIC STRIPING, PAVEMENT
MARKING and RAISED PAVEMENT
~~' at the LumR Sum price of
;,c,<J ~~ollars LS $ )lo~S.W
~~~~ ~ilr~ . ents
TOTAL BID SCHEDULE "D" sl.olo" 09.'6"0
I
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts
and words shall govern over figures.
BID SCHEDULE "E"
02 382
GANNETT P ARKW A Y
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO. 10510
ITEM ESTIMA TED DESCRIPTION OF ITEMS UNIT PRICE
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES
TOTAL
IN FIGURES
1. I LS
~~\J.~~ ~)
c0-~~~ and "j\) ~
2.
LS
(oCJ~,Sq
$ ,)O.r> ,cO ~L.
Dollars
Cents
LS
TROL, at the ~um~
. ~~
Dollars
Cents
LS
$JdSW
3.
LS
~,
CLEARING and GRUBBING,
UNCLASSIFIED EXCA VA nON and
UNCLASSIF:ij;D FIL!-t,l/t the Lump
~umprice,o~~.-.d
4~ Dollars
and . ) Cents
LS
$'?:n?D.W
4.
2,834
SY
COLD MILLING ( I" Depth ), at _
Dollars
all(.eR~~entsperSQ. YD. $ 1<' ISY $d-I;}..c;,Lb
5.
25,500
SF
ASPHAL T CONCRETE PAVEMENT
( 1-112" Thick), including Crack Sealing
at
Do liars
~~tsperSQ.FT.
$,0/ ISF $ q~s ,w
6.
2,230
SF
STREET CUT I STRUCTURAL
DAMAGE REPAIR / POTHOLE
REPAIR, at
~ Dollars
and ~.,-centsperSQ.FT.
$d.l"') /SF $ 4"'A~ 4)
October 22, 2002
Addendum No. I
Special Provisions No. 10510
02 382
BID SCHEDULE "E"
GANNETT PARKWAY
FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
PLAN NO, 10510
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT WITH UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
7. 2 EA ADJUST MANHOLE FRAME &
~ER to~ade; at
ll(U. 1I ~ Dollars $~/EA $ ld:Dcj)
and {..lXJ Cents per EACH
8. 2 EA ADJUST WATER VALVE COVER
to grade;
Dollars $ 9:)uJ/EA $ b.y.cD
and Cents per EACH
9. LS TRAFFIC STRIPING, PAVEMENT
MARKING and RAISED PAVEMENT
MAR~ Lump Sum price of
(' ~ . cp.,..d Dollars $l6:D.cD
and !-..Co Cents LS
TOTAL BID SCHEDULE "E" ~J (,,?,<r,,';'1
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts
and words shall govern over figures.
02 382
SUMMARY OF BID SCHEDULES
TOTAL BID SCHEDULE "A"............................ .$~Sl~\ol. )\,0
TOTAL BID SCHEDULE "D".............................$
\~ ?>~4.d<;
,
LIt.. 'S ~<;, dO
I
LPl.o I OC]. ~
,
TOTAL BID SCHEDULE "B".............................$
TOTAL BID SCHEDULE "C".............................$
TOTAL BID SCHEDULE "E" . . . . . .... ..... . . . . ...... . . . ..$ d..d.J \o()'t.s~
SUM OF BID SCHEDULES "A", "B", "C", "D" & "E"
GRAND TOTAL BID $ \ 'boS, \"6'S. ,m
.
NOTE: The unit price must be written in words and also shown in figures.
All blank spaces appearing above must be filled in.
In case of discrepancy in Bid Amounts, unit prices shall govern over extended amounts
and words shall govern over figures.
Total Bid amount for the entire contract work shall include the cost of labor. materials, equipment parts,
implements. taxes and supplies necessary to compete the project, as based on the City Engineer's
estimate of quantities of work.
The CITY shall award a contract to the lowest responsible bidder for the GRAND TOTAL BID for
Bid Schedule "A", Bid Schedule "B", Bid Schedule "C", Bid Schedule "D" and Bid Schedule "E"
as a combined project.
Bidders shall complete and submit entire BID DOCUMENT section as their bid
to the City. Failure to do so will result in their Bid being non-responsive.
BIDDER declares that this bid is based upon careful examination
of the work site and the Bid and Contract Documents.
02 382
It is the understanding of the undersigned that the work hereinabove described shall be commenced
within ~ working days from the date of the "Notice to Proceed", and shall be completed within ~ working
days from the date of said notice, as directed in SECTION 4 of these Special Provisions..
The undersigned further agrees that in case of default in executing the contract, or furnishing
necessary bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this
bid shall be paid to the City of San Bernardino as liquidated damages.
Licensed in accordance with an act providing for the registration of Contractor,
LICENSE EXPIRATION
NO.:~ CLASSIFICATION;A,8l-l?,b1'l..,C~i DATE:7/'5/"o1
111. c!
FIRM NAME: Lc"l.vJ Co 1I\5-tV'vct-19"" Co~, t, (/
BUSINESS ADDRESS: q"ilD 0 \"-V l~J hI/in rw.
r~0 LvLAWvMYl, LA Q17,0
BUSINESS PHONE: era q c.y f9 ~S'tr- CELL PHONE:
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.
~~ ~"1 Is Bidder currently a certified DBE? Y es ~
Legal Status of Firm
NAME (S)
.TG,VV\~5 (L be!, r-PHh-t-
_Je.\IC(\~ l) Lctlv'J -~u~1tvy
~r V- J . Ut~v~; -\A~ ~kJl~ \--
~v vi: h Y'v\. lA,'J ~,
~ SckPr -fL
SIGNATURE OF BIDDER:
ADDRESS (ES)
lL>L \~
BIDDERS ACKNOWLED E
~I-\,\Q 0 L-v U\ J uf, rw..,
(Zx VlJ, -" tv LA '7, C4
q'r '7~'::>
( VfA ~, 2002
ADDENDUM NO.1
t
DATE: [0,,1.--'1--.41.--
ADDENDUM NO.2
DATE:
ADDENDUM NO.3
DATE:
Lq w ~ C~ V\~ -\- VV L t(; III Co, l ~( ,
BIDDER'S FIRM NAME
02 382
DESIGNATION OF SUB-CONTRACTORS
In compliance with the provisions of Section 4100-41 10 of Cali fomi a Public Contract Code of the State of Cali fomi a, and
any amendments thereof, each bidder shall set forth the name and location of each subcontractor who will perform work or
labor or render service to the Contractor.
Name & Address
Under Which
Licensed
Agency & No. of
MBE/WBE CERT.
(If Applicable)
Sub-Contractor's
Phone-No.
Sub-Contract
Amount
Work to Be
Performed
C~j't;~~
C\1r~
$ d3) rl.1> ;}"l.}.
0~t-L
:p> "igS). <-D
i
0.. aelso..Y
2.~~~eJl:J ~
lJ 19~~o~
3at\.,""'~ Cc
~ ~ <>-~
$ "S)<.j,.q).
~J2~
4.
$
5.
$
IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET
DO NOT WRITE ON THE BACK
02 382
"
WORKMEN'S COMPENSATION INSURANCE
CERTIFICATION
I am aware of the provisions of Section 3700 of the Labor Code requiring
every employer to be insured against liability for worker's compensation
or to undertake self-insurance in accordance with provisions of that code,
and I will comply with such provisions before commencing the
performance of the work of this contract.
Contractor:
NAME OF FIRM:
TITLE:
DATE:
G'-l~C
~ fV'ljl~ T--
(This affidavit shall be executed by all bidders at the time of bid submittal.
page will result in rejection of bid.)
02 382
Failure to execute the affidavit on this
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: .l.- L~ CO U.
r ~ I {O'l\S\\rvC\\9~ .( .
\Vt l i J. L'1- \..1 €1. "V C , That he or she is of the party making theforegoing bid,
that the id is not made in the mterest of, or on behalf of, any undisclosed person, partnership, company,
association, organization, or corporation; that the bid is genuine and not collusi\e or sham; that the bidder has not
directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or
indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that
anyone shall refrain from bidding; communication, or conference with anyone to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder, or to secure any advantage against the public body
awarding the contract on anyone interested in the proposed contract; or take any action in restraint of free
competitive bidding in connection with such contract; that all statements contained in the bid are true; and further,
that the bidder has not, directly or indirectly, submired his or her bid price or any breakdown thereof, or data
relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association,
organization, bid depository, or to any member or agent thereof to effectuate a collusive (f sham bid.
Print Name:
G ""So rt'v (,/ tp:") C 9 ~"'c.
V~ \,~ P\'t.)l~ r
Finn Nam" J en V rl
Lt\.{\oo ~vlCtJ ~~ ~}
~'\O {;;~~ (A CL\ }~0
BUSP\~~s . ,
Place of Residence
Subscribed and sworn to before me this
5nt day of _f-Pvt m. W- , 2002.
NO~
Sc'tt'" kVh4vJ (~0
U / \/0 b
~------------
~ BEN SCHONFELD
CommiSSion # 1337418 ~
~ ~ Notary Public ~ California ~
~ Sin aGmlrdlno County f
My C<>mm. Ex;ll,... Fill 1 , 200ll
-----------------
,State of California.
My Commission expires on
Year
02 382
FORM OF. BID BOND
BONDI! 77 58640
PREMIUM-NIL
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
LAIRD CONSTRUCTION CO., INC. as Principal, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND as Surety, are
hereby and firmly bound unto the City of San Bernardino ,State of California, hereinafter
referred to as "Obligee" in the penal sum of ten percent (10%) of the total amount of the bid of the
Principal submitted to the Obligee for the worl< described below, for the payment of which sum we
hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and
assigns.
THE CONDITION OF THIS OBLIGA nON IS SUCH, THAT:
WHEREAS, the Principal has submitted to Obligee, a certaiu Bid, attached hereto and hereby made a
part hereof to enter into a contract in writing, for the PAVEMENT REHABILITATION ON LE;XINGTON WAY,
SARATOGA WAY, SHENANDOAH WAY, GEORGIA BLVD., GANNETT PKWY. PROJECT NO. 10510
SAN BERNARDINO. CA . ;JWCtlVED
( Copy here the aaetntle description of work, including location as it appears on the propo.l
for which bids are to be opened on
NOVEMBER 5. 2002
( lnsl':rt ihIte of opening)
OCT 2 " 2002
tAlRD CONS1. co.. INC.
NOW, THEREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto ( properly completed in accordance
with said Bid) and shall furnish a bond for bis faithful performance of said
contract, and shall in all other respects perform the agreement created by the acceptance
of said Bid,
then this obligation shall be void; otherwise, the same shall remain in force and effect; it being
expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall,
in no event, exceed the penal amount ofthis obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of saic Surety and its
bond shall be in no way impaired or affected by any extension of the time within which the Obligee
may accept such Bid; and said Surety does hereby waive notice of any such extension.
Signed, this 23RD day of OCTOBER , 20~.
IN 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 ye nti ne .
LAIRI)~ CONST
SEAL
(L.S)
By:
FORM OF BID BOND
02 3~'
BONDII 77 58li'4tr
PREMIUM-NIL
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
LAIRD CONSTRUCTION CO., INC. as Principal, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND as Surety, are
hereby and firmly bound unto the City of San Bernardino, State of California, hereinafter
referred to as "Obligee" in the penal sum of ten percent (10%) of the total amount of the bid of the
Principal submitted to the Obligee for the wod< described below, for the payment of which sum we
hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and
asSignS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
WHEREAS. the Principal has submitted to Obligee, a certain Bid, attached hereto and hereby made a
part hereof to enter into a contract in writing, for the PAVEMENT REHABILITATION ON LllXINGTON WAY.
SARATOGA WAY, SHENANDOAH WAY, GEORGIA BLVD., GANNETT PKWY. PROJECT NO. 10510
SAN BERNARDINO. CA ~[I"ED
( Copy here the exact title description af work, including location as it appears on the propos .
for which bids are to be opened on
NOVEMBER 5. 2002
( Insert date of opening)
OCT 2 It 2002
LAIRD CaNST. CO., INC.
NOW, THEREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto ( properly completed in accordance
__"":ol.1.. __':..:J 'h":.J \ ..._...1 ...1.....11 .h.~;...l-.. .... k^...A f'....Y' h~~ .r<'lit'h.fa~l n"",rft'l.rrYHlnrp nf~~;ii
ALL-PURPOSE ACKNOWLEDGEMENT
State of California
County of San Bernardino
On '2-- / \ . /0 <0 befote me, Ben Schonfeld, Notary Public, personally appeared Ralph J.
Laird, personally known to me to be the person whose name is subscribed to the within instrument and
acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the
instrument the person or entity upon behalf of which the person acted, executed the instrument.
Witness my hand and official seal.
~~)r11J~
Ben Schonfeld
BEN SCHONFELD
~ Commiuiont\33741B z
:< ,..; Notat"l Public, California ~
~ San Bernardino Ccunty
My Carnm.l!.al>i"'" FIb 1,2000
02 382
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF ORANGE
OnlO-23-02
before me,
LEXIE SHERWOOD - NOTARY PUBLIC
personally appeared DAVID L. CULBERTSON personally
known to me to be the person whose name is subscribed to the
within instrument and acknowledged to me that he executed the
same in his authorized capacity, and that by his signature on the
instrument the person or the entity upon behalf of which the
person acted, executed the instrument.
and official seal.
......-....-.........~...................-
(j \1;.,'>'. LEXiE SHERWOOD!
~ COMM.N 1311304 ::.
CJ -" '~jOTA"YPUBlIC-CAUfORNIAGJ
::i " ORANGE COUNTY 0
J....,. "1' ' C0f/M. i::XP. JULY 2/. 2005..l.
-~---~---~-_t
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.
DESCRIPTION OF ATTACHED DOCUMENT
BID BOND
'U'rLE OR nPE OF ~
Nl1MBER OF PllGES 1
llM'E OF DOCl1lfEN2'
10-23-02
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFICER
TITLE(S)
o PARTNER (S)
o OTHER:
~ ATTORNEY-IN-FACT 0 TRUSTEE(S)
SIGNER IS REPRESENTING: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
NAME Of PERSON(S) OR ENTITY(S)
02 382
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFACE. BALTIMORE, Me
KNOW ALL MEN BY THESE PRESENTS, That the FIDEUTYAND DEPOSIT COMPANY OF MARYLAND, a corporation of the
State of Maryland, by C. M. PECOT JR. ,Vice-President, and C. W. ROBBINS ,
Assistant Secretary, in pursl1lllloe of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set
forth on the reverse side hereof and are hereby certified to he in full force and effect on the date hereof, does hereby nominate,
constitute and appoint David L. Culbertson of Anaheim, Cali ornia........................
Its true and lawful agent and Attorney-in-Fact, to make, execu~d deliv~d on its behalf as surety, and as its act and deed,
any and all bonds and undertakings....~...... ",~':"-" . .. .. . . . .. . . . ... .. ... ..
e execution of such bonds or undertakings in ts, shall he as hinding upon said Company, as fully
and amply, to all intents and purposes, as if they and acknowledged hy the regularly elected officers of
the Company at its offioe in Baltimore, Md., in own pro us.This power of attorney revokes that
issued on behalf of David L.~rtson0~ted' February 13, 1981.
The said Assistant Secretary does hereby' that th~ set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said Com~~ d is~o ~r...
IN WITNESS WHEREOF, the~' V-;""Piesident . t Secretary have hereunto suhscrihed their names and affixed the
Corporate Seal of the said FIDEU DE~ ANY OF MARYLAND, this 15th day of
August , A.D. '"
~. FIDELITY POSIT COMPANY OF MARYLAND
A TI'EST, ' SEAL ~
- ~ ,
.._~;.':
STATE OF MARYLAND
Crn OF BALTIMORE \ 55:
By
Vi~l~~
On this 15th day of August , A.D. 1990 ,before the subocriher, a Notary Public of the State of
Maryland, in and for the City of Baltimore, duly commissioned and qualif'ted, came the above-named Vice-President and Asaiatant
Secretary of the FIDEUTY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to he the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by
me duly sworn, severally and each for himself deposeth and saith, that they are the said offioers of the Company aforesaid, and
that the seal affixed to the preoeding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their
signatures as such officers were duly affixed and suhocrihed to the said instrument by the anthority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Officisl Seal, at the City of Baltimore, the day and
year first above written.
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby oertify that
the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this
certificate; and I do further oertify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-
Presidents specially authorized hy the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of
the By-Laws of the FIDEUTY AND DEPOSIT COMPANY OF MARYLAND.
This Certificate may he signed by facsimile under and by authority of the following resolution of the Board of Directors of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969.
RESOLVED: "That the facsimile or mechanically reprodnoed signature of any Assistant Secretary of the Company, whether made
heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall he valid
and binding upon the Company with the same force and effect as though manually affixed." 2 3 RD
IN TESTIMONY WHEREOF, I have hereunto suhocrihed my name and affixed the corporate seal of the said Company, this_
day of OCTOBER 2Q02
---
1992
012-4150
~QO~~
o ssistaDt Secretary
02 382
SPECIAL PROVISIONS
02 382
SPECIAL PROVISIONS
SECTION I
SPECIFICATIONS AND PLANS
1-1.0 I GENERAL -- The work embodied herein shall be done in accordance with the
Standard Specifications for the Public Works Construction, 2002 Edition, and City of San
Bernardino Standard Drawings, insofar as the same apply and in accordance with the following
Special Provisions.
1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following tenns
are used, they shall be understood to mean and refer to the following:
Al!:encv
Board
The City of San Bernardino.
The Mayor and Common Council for the City of San
Bernardino.
Laboratory
The City Engineer, Division of Public Works, Department
of Development Services for the City of San Bernardino.
The laboratory to be designated by the City of San
Bernardino to test materials and worked involved in the
contract.
Enl!:ineer
Notice Advertisinl!: for Bids
Notice Inviting Bids.
Standard Specifications
Standard Specifications for Public Works Construction.
Other tenns appearing in the Standard Specifications, and these Special Provisions, shall
have the intent and meaning specified in Section 1-2, "Definitions", in the Standard Speci-
fications.
In case of conflict between the Standard Specifications, and these Special Provisions, the
Special Provisions will take precedence over and be used in lieu of such conflicting portions.
SP-l
02 38:
SECTION 2
2-1 BID REQUIREMENTS 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 impractical to fix said amount
of damage. Therefore, the City and the bidder agree that the bid guarantee of 10% of the bid
shall be paid to the City as a forfeiture. Bid bonds shall be underwritten by a surety company
having a rating Best's most recent Insurance Guide of "A" or better.
2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy
for establishing goals for participation of Minority and Women's Business Enterprises
(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 10 % MBE and 5 % WBE on this
project.
Bidders shall make every reasonable effort to solicit bids from MBE/WBEs.
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
02 382
POLICY
MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES
AND CITY PROCUREMENTS
It is the policy of the City of San Bernardino to provide Minority Business Enterprises
(MBEs), Women Business Enterprises (WBEs) and all other enterprises an equal opportunity to
participate in the performance of all City contracts. Bidders shall assist the City in
implementing this policy by taking all reasonable steps to ensure that all available business
enterprises, including local MBEs and WBEs, have an equal opportunity to compete for and
participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs and all
other business enterprises shall be determined by the following factors:
(I) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the
City to inform all bidders of the requirements for the project for which the contract will be
awarded. The City may waive this requirement if the bidder certifies it is informed as to those
project requirements.
(2) The bidder identified and selected specific items of the project for which the
contract will be awarded to be performed by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The bidder shall, when
economically feasible, divide total contract requirements into small portions or quantities to
permit maximum participation ofMBEs, 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
02 382
(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
02 382
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 awarded, will be to the lowest responsible bidder whose bid
complies with all the requirements prescribed and who has met the goal for MBEIWBE
participation or has demonstrated, to the satisfaction of the City of San Bernardino, adequate
good faith efforts to do so. Meeting the goal for MBEIWBE 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", of the Standard Specifications.
SP-5
02 382
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
TIME OF COMPLETION AND LlOUIDATION DAMAGES
4-1.01 GENERAL Attention is directed to the prOVISIOns in Section 6-1,
"Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion"
and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special
Provisions.
4-1.02 WORKING DAYS -- The Contractor shall diligently prosecute the work to
completion before the expiration of
~ WORKING DAYS
from the date of the "NOTICE TO PROCEED".
4-1.03 LlOUIDATED DAMAGES -- The Contractor shall pay to the City of San
Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in
excess of the number of working days prescribed above.
In case all the work called for is not completed in all parts and requirements within the
time specified, the City shall have the right to grant or deny an extension of time for completion,
as may seem best to serve the interest of the City. The Contractor will not be assessed with
liquidated damages during the delay in the completion of the work caused by acts of God or of
the Public Enemy, acts of the State, fire not due to acts of Contractors or Subcontractors,
epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of
Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from
the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will
ascertain the facts and the extent of the delay, and the findings thereon shall be final and
conclusive.
The Contractor's proposed Construction Schedule shall be submitted to the Engineer
within ten (10) working days after the date of the Notice of Award of the Contract. The
schedule shall be supported by written statements from each supplier of materials or equipment
indicating that all orders have been placed and acknowledged and setting forth the dates that
each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph.
SP-6
02 382
4-1.04 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR
WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer
by the tenth of each month. The report shall include an updated Construction Schedule. Any
deviations from the original schedule shall be explained. Progress payments will be withheld
pending receipt of any outstanding reports. Delete Section 6-7.3 Contract Time Accountinf!.
The Engineer or hislher designee will make a daily determination of each working day to be
charged against the contract time. Per contract written request, the Engineer will provide
working and non-working days to the Contractor.
4-1.05 INSPECTION The contractor is responsible to notify the Public
Works/Engineering Division 48 hours prior to start of any work. Any work performed without
inspection by the City is subject to rejection and removal of work performed, and at contractor
expense, the work will have to be reconstructed. At the inspector's request and the contractor's
expense, any pipes less than 24" must be inspected by camera for joint grouting and any other
inspection.
For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS,
WORKING DAYS AND HOURS".
SP-7
02 382
SECTION 5
5-1 LEGAL REQUIREMENTS
5-1.01 INSURANCE REQUIREMENTS -- Contractor shall procure and maintain for
the duration of the contract insurance against claims for injuries to persons or damages to
property which may arise from or in connection with the performance of the work hereunder by
the Contractor, his agents, representatives, employees or subcontractors.
The Contractor shall indemnify and hold harmless the City of San Bernardino, the State
of California, the County of San Bernardino and/or any incorporated city from all claims or
suits for damages arising from the prosecution of the contract work, as more fully described in
Subsection 5-1.06, "Contractor's Liability".
The Contractor agrees to protect, defend and indemnify the City of San Bernardino
against loss, damage or expense by reason of any suit claims, demands, judgements and causes
of action caused by the Contractor, its employees, agents or any subcontractor, or by any third
party arising out of or in consequence of the performance of all or any operations covered by the
Certificate of Insurance. The Contractor, at its option, may include such coverage under Public
Liability coverage.
5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section
7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall
furnish the City with a policy or certificate of liability insurance prior to execution of the
contract. All of the Insurance Policy shall name the City of San Bernardino as additionally
insured. The endorsement shall be provided by/or agent of the insurance company and shall be
notarized to that affect. ACCORD Forms are not acceptable nor forms signed by the broker,
unless they have Power of Attorney to bind the insurance provider. (See attached sample
forms.)
Contractor shall maintain minimum limits of insurance no less than:
I. General Liabilitv: $1,000,000.00 per occurrence for bodily
injury, personal injury and property damage. If Commercial General
Liability Insurance or other form with a general aggregate limit shall apply
separately to this project/location or the general aggregate limit shall be
twice the required occurrence limit.
Sp.8
02 382
2.
Products/Completed:
$1,000,000.00
3.
Automobile Liability:
$1,000,000.00 per accident for
bodily injury and property damage.
4.
Employer's Liability:
$1,000,000.00 per accident for
bodily injury or disease.
5.
Course of Construction:
Completed value of the project.
A combined single limit policy with aggregate limits in an amount of not less than TWO
MILLION DOLLARS ($2,000,000.00) shall be considered equivalent to the said required
minimum limits set forth hereinabove.
5-1.03 WORKER'S COMPENSATION INSURANCE -- The Contractor's attention is
directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications,
providing that the Contractor shall file a signed certification Certificate of Worker's
Compensation Insurance before execution of the contract.
5-1.04 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and all
subcontractors shall pay each craft or worker employed on this project not less than the
prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of
the City of San Bernardino. The Engineer shall have the right to interview any craft or worker
on the project site in order to verify payment of prevailing wage rates in accordance with
Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates.
5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following
provisions of Labor Code Section 1776 (Stats.1978, 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
[ollowing basis:
Sp.9
"
02 382
(I) A certified copy of an employee's payroll record shall be made available for
inspection or furnished to such employee or his or her authorized representative
on request.
(c) Each Contractor shall file a certified copy of the records enumerated in subdivision
(a) with the Engineer on a weekly basis. It will be the Contractor's responsibility to submit the
records enumerated in subdivision (a) for all his subcontractors, in addition to his own
employees. Failure to submit the records enumerated in subdivision (a) on a timely basis shall
constitute good and sufficient reason for withholding the partial payments for work accom-
plished.
5-1.06 CONTRACTOR'S LIABILITY n The City of San Bernardino, the Mayor, the
City Councilor the Engineer shall not be answerable or accountable in any manner for any loss
or damage that may happen to the work or any part thereof; or for any of the materials or other
things used or employed in performing the work; or for injury to any person or persons, either
workmen or the public; or for damage to any person or persons, either workmen or the public;
or for damage to adjoining property from any cause which might have been prevented by the
Contractor, or his workmen, or anyone employed by him; against all of which injuries or
damages to persons and property the Contractor, having control over such work, must properly
guard. The Contractor shall be responsible for any damage to any person or property resulting
from defects, obstructions, or any time before its completion and final acceptance, and shall
indemnify and save harmless the City of San Bernardino, the Mayor, the City Council and the
Engineer from all suits or actions of every name and description brought for, or on account of,
any injuries or damages received or sustained by any person or persons, by the Contractor, his
servants or agents, in the construction of the work or in consequence of any negligence in
guarding the same, in improper materials used in its construction, by or on account of any act or
omission of the Contractor or his agents, and so much of the money due the Contractor under
and by virtue of the Contract as shall be considered necessary by the City may be retained by
the City until disposition has been made of such suits or claims for damages aforesaid.
If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or
adequate at any time during the life of the Contract, the Engineer may order the Contractor to
take further precautions, and if the Contractor shall fail to do so, the Engineer may order the
work done by others and charge the Contractor for the cost thereof, such cost to be deducted
from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such
additional precautions, however, shall not relieve the Contractor from his full responsibility for
public safety.
SP-IO
02 382
5-1.07 ATTORNEY'S FEES AND ARBITRATION n The prevailing party in any
legal action to enforce or interpret any provisions of this Agreement will be entitled to recover
from the losing party all attorney fees, court costs and necessary disbursements in connection
with that action. The costs, salary and expenses of the City Attorney and members of his office,
in connection with that action, shall be considered as attorney's fees for the purposes of this
Agreement. Caltrans Standard Specifications Section 9-1.1 0 regarding Binding Arbitration is
hereby specifically excluded from this Contract.
5-1.08 WITHDRAWAL OF BIDS 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.
5-1.09 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions
attached to a bid will render it irregular and may cause its rejection. The completed bid forms
shall be without interlineation, alterations, or erasures. No oral, telegraphic, or telephonic bid,
modification, or withdrawal will be considered.
SP-Il
..',._-",.....,~- :,'_ ..-:. ,,. . -c . _....,_..::~-/.-.' 'T'-'-', -,..... . ',- ,.,.._.,~.- "', -., ",;.' - -, "', . _ -',' -,,,", ~-.. ,",.' .:'..-" :' .... .-
'CER""T'I'FI'C'A' '1' E:i'OF'I-N' S' uo'A'N'C'E' ,,,,,,,""';~"i~~'':'.'.' i,.~::;~""":,};,,,....'~.l~';""~';'; DATEt"1IIYY1DOl
;. " .' .;'..; ~ '~:~~T'...Jtf~;'(";~_~'t;'_,,.>.,~:,.,-~J.';"""'! ..~-;~~':::-. ,," '-~,=,(':s:
',..... .' ".....""... ","""'fT-'..,.,,,,' ~'_. ..'.~.H..'...~.."...h.',.(".I.;~1F:.l.'*<;K~l!"..."'41 02/15/98
;'"':,Jf~:;~:'~~:;P;-:~'~!_:";';':': "': .J:~-,'>~;~:~i.:_:-~~:,,/'-~;i-:'....1. ~~~4?;;,\~!-;-~~~~.;tl&.f~; ~~~:i~~"f;i.\ .
THIS CERTIFICATE ISSUED AS A MATTER OF INFDRMA nON ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CERTIFICATE DOES NOT AMEND. EXTEND OR AlTER THE COVERAGE
AFFORDED BY THE PO ICIES BElOW.
COMPANIES AFFORDING COVERAGE
.',' ACORD @
'..r
~f.A. ::.;';:.'.i~.! ~-~.-
PRODUCER
COMMERCIAL ASSOCIATES IKS, INC
1226 EAST LA PAL~A AVE
ANAHEIM, CA 92807
(714) 524-4949 FAX: 524-4948
COMPANY
A
CNA-TRfu~SCONTINETAL
INSURED
'{/lUfl, CoMPf\N~ "-.:f:\IM.E
I~hMm LMm.3CAf NS 3DK'JICCC
J S e (J C}..LIF2RrTI.."'--. J7KEE'I
.JM1 DDRU1JtDIUO, C..\ 921:);
COMPANY
B CNA-VALLEY FORGE
COMPANY
C CHUBB GROU?-FEDERAL INSURANCE
COMPANY
o
",..~
COVERAGES~J~~~:~~~f):~::':;;~':'. r..-; >'.;.j..:'{"_'.'~, _,',f_ ',~~ : - . -':~. '. ~;~ .::..::.;'-...."-..:. ~:{ r;:,-:~.~:.:.:::';. .,~.~'. i~~_;: '\ ~,..-:..',~':.,,'_-;.y"~l~.t.~~;.~: ~-~',jI
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POlICY
PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WlTH RESPECT TO
WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU
THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID ClAIMS
CO TYPE OF INSURANCE POLICY NUMBER POlleY EFFEenvE POLICY EXPIRATION LIMITS
LTR DATE (MlAmICD) DATE (MM/"NIDOl
::'":.:f,~,'~ ~,~;.-.: ~~~~~ :n9tt..). ~~~:. .~.:~~.~:t:~~~~'}~.!i~~,\":~'~;;~:~';;;"
SHOULD ANY OF THE AeOVE DESCRIBED POLICIES BE CANCELLEO IlFOAE THE
EXPIRATION DATE THEREOF THE ISSUINC COMPANY' WILL J I -1 r~1l
~ CAYS 'NRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMES TO THE lEFT.
GENERAL liABILITY
GENERAl AGGREGATE
""ODUCT 0111'101' AGG
PERSONAL' ADV INJURY
EACH OCCURENCE
FIRE DAMAGE tAny one fi,e'
"ed up IAny one perMnl
COMMERCIAL GENERAL LIABILITY
CIJdMS MADE W OCCUIII:
X OWNER'S" CONTRACTOR'S PROT
A X
:02287S~E~
:2lGl/98
02/G:/93
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
ANY AUTO
X ALL OWNED AUTOS
B X SCHEDULED AUTOS
X HIRED AUTOS
X NON..owNEC AUTOS
BODILY INJUTY
lPe, person)
02/0:/99
BODILY INJURY
(Per accklentl
EAP 5:,:135 02/01/98
GARAGE llABILITY
PROPERTY ACCIDENT
AUTO ONl Y.fA ACCIDENT
ANY AUTO
EXCESS LIABILITY
UMBRELLA FORM
OTHER Tl1AH UMBREll.A FORM
WORKERS COMPENSAOON AND
EMPLOYER.S LIABIUTY
TliE PROPRIETOR!
PARTNER5reXECUnVE
OFFICERS ARE:
w ~ ):.l()c)CX!(
cn.//l1 f., g
07./'1/,"
EL D\SEASE. POLICY LIMIT
EL DISEASE:' EA EMPLOYEE
INCt
nCL
OTHER
DESCRIPTION OF OPERAT10NSllOCATlONSlVEHICLESlSPECIAl ITEMS
JOB LOCATION: ALL CALIFORNIA C?ER;::ONS OF ,HE N~1EJ :~;S~RED
RE: AD 2000, CON7RACT 9898
BELOW N~~ES AS ADDITIONAL INSCRED WI:H RESPECTS TO GENERP.~ LIABILITY
CERnFICATEHOLDER'<,' :", " ~
'., ." "'~'.-."- - :-....,'. -. .-.'. ..
THE CITY OF SAN BERNARDINO
C'EPARTMENT OF DEVELOPM2:~: S~?.~'::::::S
PUBLIC WORKS 8IVISION
300 NORTH "D" STREET
SAN BERNARDINO, CA 92418-200"
,2,000,000
,1. 000,000
,1,000,000
, I, 000,000
, 50,000
, 5,000
, 1,000, 000
,
o
..
~.-
,
'I 000 000
, -
,
iJ'....r-." """"'~ "." r,,"'" A'':'''''>;:[ iUAl1 I........rr- AI"''''''' ',:".""';1.' 1.... .AT"-
Q" AAIV "'''P' ,..<,u ""-'i ..............r. ''''i .~[.'''''i Q" ......p[r~..........lli,.
A~C;P'!.'1, ~ (1195) A'~'-S;0;;t';'! .,J
AUT;;=R'if.~3
., ,".:;:r'''''~.',i,'!'~''''''~'''''''''i'.''\'jY..",..,,,,,q,.,,,,,,,......t.CO,Dn =
-,~ ':'<i~ ~ ;;' ';..~.....j;. ;1,.......J<!t.:/~)it.:t:..::....~.:n&.1:1.;;'J~~rlR~~-.:;;..,:t. ~~4";-;:-,
SP-l1.
. . . - ."i..'~ r
oW ~ ..
"
COMMERCIAL GENERAL LIABILITY
02 382
NAMED INSURED:
POLICY NUMBER:
THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY
ADDITIONAL INSURED ------ OWNERS, LESSES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES/PUBLIC WORKS
300 NORTH '0" STREET
SAN BERNARDINO, CA 92418-0001
SAMPlE OIlY
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN 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 insured by or for you.
NOTE' MUST BE SIGEND BY AUTHORIZED REPRESENTATIVE FOR PROVIDER.
ALSO SUPPLY POWER OF ATTORVEY GIVIN HORITY TO BIND
II
CG 20 10 II 85
~~.f\
" iJ ~ i to'
00; ~ w'r ~ ~ .,.
~ L~~Q 1I0~ ~~\ 1\:1 I,,~
J \''< t-'
Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
SP-19
02 382
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED OUANTITIES -- If the total pay quantity of
any item of work, subject to the provisions in Section 3-2.2.1, "Contract Unit Prices",
"Increased or Decreased Quantities", of the Standard Specifications varies by more than 25
percent, compensation payable to the Contractor will be determined in accordance with said
Section 3-2.2.1 and these Special Provisions.
When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer's Estimate is less than $1,500 at the applicable contract
unit price, the Engineer reserves the right to make no adjustment in said price if he so elects,
except that an adjustment will be made if requested in writing by the Contractor. Such
Contractor's request shall be accompanied by adequate, detailed data to support costs of the
item.
Should the total pay quantity of any item of work required under the contract be less than
75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no
adjustment in said price if he so elects, except that an adjustment will be made if requested in
writing by the Contractor. Such Contractor's request shall be accompanied by adequate,
detailed data to support costs of the item.
The payment of the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of 75 percent of the Engineer's Estimate of
the quantity at the original contract unit price.
6-1.02 SOUND CONTROL REOUIREMENTS -- Sound control shall comply with
Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions.
The noise level from the Contractor's operations, between the hours of 9:00 p.m. and
6:00 a.m., shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way
relieves the Contractor from responsibility for complying with local ordinances regulating noise
levels.
Said noise level requirements shall apply to all equipment on the job or related to the
job, including but not limited to trucks, transit mixers or transient equipment that mayor may
not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light
warnings except those required by safety laws for the protection of personnel.
SP-14
02 382
6-1.03 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
REOUIREMENTS -- The Contractor shall comply with all the NPDES requirements pursuant
to the State Water Resources Board and to the Caltrans Storm Water Quality handbooks to
prevent pollutant sources affecting the quality of storm discharge from the construction site,
both during construction and after construction completion. This information is available for
review at the City Engineer's office, Third Floor, San Bernardino City Hall, 300 North "D"
Street, San Bernardino, CA 92418.
6-1.04 PERMITS AND LICENSE -- The Contractor shall obtain a City Business
Registration prior to the execution of the contract.
6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the
provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the
restrictions of Section 20452 and 20455 of the Public Contract Code.
A. Work bv Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
1)
2)
3)
4)
Labor
Material
Equipment Rental
Other items and Expenditures
20
15
15
15
To the sum of the costs and markups provided for in this subjection,
compensation for bonding shall be at the rate specified by the bonding company.
B. Work bv Subcontractor When all or any part of the extra work is performed
by a Subcontractor, the markup established above shall be applied to the
Subcontractor's actual cost of such work, also a markup of 10 percent on the first
$5,000.00 of the subcontracted portion of the extra work and a markup of 5
percent on work added in excess of $5,000.00 of the subcontracted portion of the
extra work may be added by the Contractor.
6-1.06 HOLIDAYS, WORKING DAYS AND HOURS -- The Contractor's activities
shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday,
excluding holidays, as defined in this section. Deviation from these hours will not be permitted
without the prior consent of the Engineer, except in emergencies involving immediate hazard to
persons or property. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m.
and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer.
SP-IS
02 382
The Contractor shall coordinate with the Engineer regarding working hours prior to start
of construction. In the event of either a requested or emergency deviation, inspection service
fees will be charged against the Contractor. The service fees will be calculated at overtime
rates, including benefits, overhead and travel time.
The Contractor will coordinate inspections with the Public Works Inspector 48
hours prior to any work being done during evenings or Saturdays.
Designated legal Holidays are: January I S\ the third Monday in January, the third
Monday in February, the last Monday in May, July 4th, the first Monday in September,
November 11 th, Thanksgiving Day and the Friday following, December 25th and the working
day preceding or following (as directed by the Mayor and Common Council) and the last
working day of the year. When a designated legal holiday falls on a Sunday, the following
Monday shall be a designated legal holiday. When a designated legal holiday falls on a
Saturday, the preceding Friday shall be designated a legal holiday.
6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-3.2,
"Partial and Final Payment", of the Standard Specifications and these Special Provisions.
No partial payment will be made for any materials which are furnished but not
incorporated in the work.
The Contractor shall submit "As Built" project drawings to the Construction Engineer
( City) prior to the release of final payment and/or bonds.
6-1.08 PROJECT APPEARANCE -- The contractor shall maintain a neat appearance
to the work including use of street sweeping.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and
grubbing shall be disposed of concurrently with its removal. If stockpiling is
necessary, the material shall be removed or disposed of weekly, unless otherwise
specified.
SP-16
02 382
6-1.09 DISPOSAL OF EXCESS EXCA V A TED OR REMOVED MATERIAL --
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
The Contractor is encouraged to recycle all materials. The Contractor shall provide to
the City all documents as to the weight of materials removed during excavations in accordance
with the requirements of AB939.
6-\.10 SURVEYING SERVICE -- Surveying and/or contract staking shall be done
per Section 2-9.2 of The Green Book and the Special Provisions.
City crew will perform surveying and/or contract staking. A registered Civil Engineer or
Land Surveyor at the Contractor's expense shall perform any surveying or staking damaged by
Contractor. The Contractor shall submit to the City a copy of all survey notes and a Certificate
of line and grade.
All existing monumentation, which may be destroyed or covered by the proposed work,
shall be referenced prior to construction; and Comer Records shall be filed, pre and post
construction, in accordance with Section 8771 of the Business and Professions Code (AB 1414).
Final monumentation of alignments and new R/W lines shall be performed in accordance with
the State of California Surveys Manual (latest Edition); Record of Surveys, or In-Lieu Maps, as
applicable, shall be prepared and filed. One reproducible (mylar) copy of all filed maps, and
one photocopy of all filed Comer Records or Records of Survey, shall be delivered to the City
within 30 days of such filings.
6-\.11 CITY-FURNISHED MATERIALS --
A. Materials, iffurnished by the City, will be made available as specified in
these Specifications. The Contractor is responsible for loading, unloading,
hauling and handling, and placing City-furnished materials.
B. The Contractor shall inspect and assure itself of the amount and soundness
of such materials.
C. The Contractor will be held responsible for all materials furnished to it,
and shall pay all demurrage and storage charges. City-furnished materials
lost or damaged from any cause whatsoever shall be replaced by the
Contractor. The Contractor will be liable tv the City for the cost of
replacing City-furnished material and such costs may be deducted from
any monies due or to become due the Contractor.
SP-17
02 382
6-1.12 CLAYTON ACT AND CARTWRIGHT ACT Section 4551 of the State
Government Code specifies that in executing a public works contract with the CITY to supply
goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the
CITY all rights, title and interest in and to all causes of action it may have under Section 4 of
the Clayton Act (15 D.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with
Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from
purchase of goods, services or materials pursuant to the contract or subcontract. This
assignment shall become effective when the CITY tenders final payment to the Contractor
without further acknowledgement by the parties.
6-1.13 PROJECT ERRORS. OMISSIONS. INCONSISTENCIES. AND/OR
DISCREPANCIES -- In the event of errors, omissions, inconsistencies, and/or discrepancies
among two or more portions of the Contract Documents, the Engineer may direct the Contractor
to follow the most stringent requirements at no additional cost.
If errors, omission, inconsistencies, and/or discrepancies appear in the Contract
Documents or in the work done by others affecting this work, the Contractor shall immediately
notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate
instructions. If the Contractor proceeds with the work so affected, without instructions from the
Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to
comply with the Engineer's instructions at no cost to the City of San Bernardino.
In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan
sheets, it is assumed that the bid included the cost for implementing and/or constructing the
discrepancy that would have the highest dollar value.
6-1.14 EMERGENCY INFORMATION -- The names, addresses and telephone
numbers of the Contractor and subcontractors, or their representatives, which can be reached
and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior
to beginning work.
6-1.15 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall
protect and maintain all existing improvements and facilities in place to remain from the first
day of work under this contract to acceptance. Contractor is responsible for replacing any
damaged improvement or facility to original condition or better.
SP-18
02 382
6-1.16 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be
solely and completely responsible for conditions of the jobsite, including safety of all persons
and property during performance of the work. This requirement shall apply continuously and
not be limited to normal working hours. Safety provisions shall conform to U.S. Department of
Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable
Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth
below, and any regulations that may be detailed in other parts of the Contract Documents.
Where any of these are in conflict, the more stringent requirement shall be followed.
6-1.17 SAFETY SUPERVISOR AND MEETINGS --
A. The Contractor. shall appoint an employee as safety supervisor who is
qualified and authorize to supervise and enforce compliance with the
Safety Program. The Contractor shall notify the Engineer in writing prior
to the commencement of work of the name of the person who will act as
the Contractor's Safety Supervisor.
B. The Contractor will, through and with his Safety Supervisor, ensure that
all of its employees, and its subcontractors of any tier, fully comply with
the Project Safety Policies. The Safety Supervisor shall be a full-time
employee of the Contractor whose responsibility shall be for supervising
compliance with applicable safety requirements on the work site and for
developing and implementing safety training classes for all job personnel.
C. The Contractor and its affected subcontractors shall attend safety
coordination meetings. The minutes of their meetings shall be submitted
to the Engineer.
6-1.18 MEETINGS--
A. The Contractor shall attend weekly progress meetings at the project site.
B. In general, these meetings will be attended by the Contractor, the Engineer
or his designee, and any subcontractors, suppliers, distributors or other
concerned individuals with issues or items to discuss.
SP-19
02 382
C. Meeting minutes will be taken by the Contractor or hislher designee. The
Contractor shall distribute the minutes to the Engineer for his review. The
Contractor shall be responsible for distributing the meeting minutes to all
parties performing work under his contract at the following weekly
meeting.
D. The Engineer shall have the authority to require that a mandatory meeting
be held at any time during normal work hours.
E. These meetings shall be attended by the Contractor, the Engineer or
hislher designee, and may subcontractors specified by the Engineer.
6-1.19 TIME AND LENGTH REOUIREMENTS 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 length requirements
specified below for open trench shall not be exceeded.
1. Time Requirements for Open Trench --
At any location, the trench excavation, pipe installation appurtenant structure
construction, pipe bedding and back-fill and the specified permanent surfacing
shall be satisfactorily completed within ~ calendar days after removal of the
existing pavement or surfacing.
2. Length Requirements for Open Trench --
Except by permission of the Engineer, the maximum length of open trench where
prefabricated pipe is used shall be 200 feet, in accordance with Section 306-1,
"Open Trench Operations", of the Standard Specifications.
6-1.20 PAYMENT -- Full compensation for conforming to the requirements of
Section 6 shall be considered as included in the prices paid for the various contract items of
work involved and no additional compensation will be allowed therefor.
SP-20
02 382
SECTION 7
7-1 UTILITIES
7 -1.01 GENERAL -- The location of all utility substructures that may affect the work
shall comply with Section 5, "Utilities", of the Standard Specifications and these Special
Provisions.
Certain companies, governmental agencies, or their contractors may be working within
the construction area. Certain utility facilities at various locations within the project limits may
be removed, relocated, abandoned, or installed by companies' 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) 307-6788
Attn: David Morasse
2. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92314-9720
Phone: (909) 335-7734
Attn: Larry Baker
3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 North "D" Street
San Bernardino, CA 92841
Phone: (909) 384-7224
Attn: Ellis Williams
4. VERIZON COMMUNICATIONS
1980 Orange Tree Lane, Suite 100
Redlands, CA 92374-2803
Phone: (909) 748-6648
Phone: (909) 748-6647
Attn: Chuck Austin
Attn: Terry Dietz
SP-21
02 382
5. A.T. & T.
asp Engineering
Cable Maintenance & Right-of-Way
360 East Alessandro Boulevard
Riverside, CA 92508-2402
Phone: (909) 77fr3907
Phone: (909) 77fr39l4
Artn: Franco Jauregui
Artn: Rubin Martinez
6. PACIFIC BELL COMPANY
Right-of-Way Agent
3939 E. Coronado Street, 2nd Floor
Anaheim, CA 92807
Phone: (714) 666-5454
Attn: Engineering
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 WORLDCOM
Pacific Division
157 S. Lilac Avenue
Rialto, CA 92376
Phone: (909) 421-5003
Attn: Jim Yoder
9. MCI
NATIONAL SUPPORT/INVESTIGA TIONS
Dept. 2855 Loc 642
2250 Lakeside Boulevard
Richardson, TX 75082
Phone: (972) 656-1030
Attn: Jonathan Clark
SP-22
02 382
10. ADELPHIA (COMCAST)
1260 S. Dupont Avenue
Ontario, CA 91761-1561
Phone: (909) 975-3409 Attn: Jack Hays
I!. ADELPHIA (TCI)
1722 Orange Tree lane
Red1ands, CA 92373
Phone: (909) 798-3588 Attn: Martin Davenhauer
12. CHARTER COMMUNICATIONS
Construction Supervisor
7337 Central Avenue
Riverside, CA 92504-1440
Phone: (909) 343-5102 Attn: Kenny Herring
13. TIME WARNER TELECOM
430 N. Vineyard Avenue, Sute 150
Ontario, CA 91764
Phone: (909) 456-3693 Attn: Bart Vanwey
14. WEST SAN BERNARDINO COUNTY WATER
855 W. Base Line Street
Rialto, CA 92376
Phone: (909) 875-1361 Attn: Don Hanna
15. SAN BERNARDINO COUNTY COMMUNICATIONS
777 E. Ria1to A venue
San Bemardino, CA 92415-0740
Phone: Attn:
SP-23
16. CITY OF SAN BERNARDINO
TRAFFIC SIGNALS
234 S. Mt. View, #110
San Bernardino, CA
02 382
Phone: (909) 384-5129
Attn: Charles Temple
7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verifY the
location of all underground utilities and services, including potholing, before proceeding
with the excavation work, requesting in advance the services of inspectors from the utility
companies in order to ascertain said locations. Damage to underground utilities resulting
from neglect on the part of the Contractor shall be corrected and paid for by the Contractor.
7-1.03 UTILITIES NOTIFICATION -- The Contractor shall notifY all owners of
public utilities seventy two (72) hours in advance of excavating around any of their facilities
and substructures and shall also provide the same notice to Underground Service Alert of
Southern California, telephone number 1/800/422-4133.
7-1.04 UTILITIES INTERFERENCE -- Utilities which are found, by exploratory
location or by excavation, to interfere with the construction of this project will be relocated,
altered, or reconstructed, or the Engineer may order changes in location, line or grade of the
project structure, to be built in order to avoid said utility. The Contractor may coordinate
the work with the utility owners.
Abandoned utilities, which interfere with the construction of any portion of this
project, may be cut by the Contractor, the interfering portion of the utility removed and open
ends of the pipe sealed with a suitable plug or cap.
7 -1.05 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-24
02 382
SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 DESCRIPTION -- The work to be done consists, in general, of providing
traffic control, cold milling existing pavement, placing asphalt concrete pavement, painting
traffic striping and pavement markings and such other items or details, not mentioned above,
that are required by the Plans, Standard Specifications, or these Special Provisions shall be
performed, placed, constructed or installed.
8-1.02 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall
conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard
Specifications.
The Contractor shall water down the site during periods of high winds as directed by
the Engineer, including periods when the work is not actually in progress. Failure to
respond to a directive to water the site in a prompt manner will result in the City making
other arrangements to have this item of work done and the costs billed to the Contractor, or
it shall be paid for by the Contractor as a deduction from his contract.
8-1.03 APPROVED MATERIALS -- Wherever the expression "or approved equal"
is used, it shall be taken to mean the approval by the City Engineer or any substitution of
material or material specified herein. Any substitution of material or equipment specified or
indicated on the drawings shall be requested at the time the bids are submitted. All
substitution requests shall state the reason for the request and the difference in price between
the item specified and the requested substitution.
All substitution requests shall be submitted to the Engineer in writing, five (5)
working days prior to the bid opening. No requests for substitutions will be considered by
telephone.
The Contractor shall submit to the Engineer for review and approval six (6) copies of
all shop drawings.
The Contractor shall make any corrections to shop drawings required by the
Engineer.
8-1.04 ASPHALT CONCRETE CORING REPORT -- See APPENDIX "A" for
the Asphalt Concrete Coring Report.
SP-25
02 382
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, 2002 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", current Edition, published by the State of
California, and the "Work Area Traffic Control Handbook", current Edition.
The Contractor shall submit and obtain City approval for traffic control and traffic detour
plans prior to the commencement of operations on a street. Traffic control and detour plans
shall be based on the most recent Caltrans Manual of Traffic Control for Construction and
Maintenance Work Zones.
All temporary traffic striping, and maintenance shall be done by the Contractor. Also,
place temporary tape on all crosswalks.
All warning, regulatory and construction signs shall be fully reflectorized. The traffic
cones to be used shall be eighteen inches (36") in height, rubber or plastic, and be reflectorized.
All work areas for the night must be properly lighted to the satisfaction of the Engineer.
The Contractor shall take all necessary measures to maintain a normal flow of traffic to
prevent accidents and to protect the work throughout the construction stages until completion of
the work. The Contractor shall be responsible for implementing traffic control plan based on
the most recent Caltrans Manual of Traffic Control for Construction and Maintenance Work
Zones. The Contractor shall make the necessary arrangements to provide and maintain barriers,
cones, barricades, construction warnings, regulatory signs and any other safety control devices,
including flagmen. The Contractor shall take measures necessary to protect all other portions of
the work during construction and until completion, providing and maintaining all necessary
barriers, barricade lights and striping, including crosswalks.
In addition to the foregoing traffic control and safety measures, the Contractor shall
undertake immediately to implement any measures requested by the Engineer, as defined
necessary to ensure the proper flow of traffic and the protection of the public and the safety of
the workers. The Contractor shall maintain at all times the ability to respond to calls from the
Engineer, including during non-working hours to replace or provide additional traffic control or
safety devices as required.
October 22, 2002
Addendum No. I
Special Provisions No. 10510
SP-26
02 382
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.
9-1.03 PARKING RESTRICTIONS -- Unless otherwise provided herein, the
Contractor may post temporary "NO PARKING" signs within the area of work as required
to facilitate construction operations, subject to approval of the Engineer.
The Contractor shall furnish, maintain, and install (seven days prior to the start of
work) all "TEMPORARY NO PARKING" signs with the duration of the no parking time
written on them. The Contractor will be responsible for posting, removing, and maintaining
these signs as required for this project. The Contractor shall make his own arrangements
relative to keeping the working area clear of parked vehicles. The Contractor shall obtain
prior approval from the Engineer for removal of vehicles.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet,
with a minimum of one lane open in each direction. A minimum shoulder width of 2 feet
shall be provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be
provided adjacent to any excavation, unless otherwise authorized by the Engineer.
9-1.05 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.
9-1.06 LANE CLOSURE -- The Contractor shall not close more than one (I) lane
at a time. The Contractor shall submit traffic control plans and obtain authorization from the
Engineer prior to lane closure.
The Contractor shall furnish, install, and upon completion of the work, remove all
signs and warning devices required for directing, protecting, and detouring the public during
construction.
SP-27
02 382
If lane closures are approved by the Engineer, the full width of the traveled way shall
be open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays,
and designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated
legal holidays, and when construction operations are not actively in progress on working
days. The Contractor shall install signs to notify the public of days and times that traveled
lanes or roads will be closed seven (7) days in advance oflane or road closures. No traveled
lane will be closed without authorized approval given by the Engineer. If any traveled lane
or road is allowed to be closed by the Engineer, the Contractor shall install signs to notify
the public of days and times that traveled lanes or roads will be closed seven (7) days in
advance of the lane or road closure.
Personal vehicles of the Contractor's employees shall not be parked 0 the traveled
way at any time.
Emergency vehicles shall be permitted access at all times to any street.
Unless otherwise authorized by the Engineer, pedestrian access shall be permitted to
pass through the work area, or an approved detour shall be provided. Safe and adequate
pedestrian access to all business establishments shall be continuous and unobstructed unless
otherwise approved by the Engineer.
9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain
flashing arrow signs (F AS) during lane closures or detours on streets. The Engineer shall
determine when F AS is required at any location.
9-1.08 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 contract bid
price for "TRAFFIC CONTROL", and no additional compensation will be allowed
therefor.
The provisions in this Section may be modified or altered if, in the opinion of the
Engineer, public traffic will be better served and work expedited. Said modifications or
alterations shall be adopted immediately and shall be considered paid in full as a part of the
lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation
will be allowed therefor..
SP-28
02 382
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.
Mobilization may include, but not be limited to, the following principle items:
I. Submittal and modification, as required, of the Construction Schedule.
2. Review of the Site.
3. Obtaining all required Transportation Permits.
4. Submittal of all required insurance certificates and bonds as required by these Specifications
5. Moving onto the site (as required), including, but not limited to:
a. Equipment
b. Arranging for and erection of Contractor's work and storage areas.
6. Installing construction fencing and temporary construction power and wiring (as required).
7. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the
site. Facilities may include existing functioning restrooms, or portable chemical facilities, or any
combination thereof, and shall count as one for each urinal or one for each water closet (as
required).
8. Installing all temporary utilities (as required).
9. Posting all OSHA required notices and establishment of safety programs.
10. Posting of all Department of Labor notices.
11. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day.
12. Air and water quality protective measures, as necessary, and without limitation.
13. Demobilization of the Site.
14. Any other item as specified.
10-1.02 PAYMENT -- 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-29
02 382
SECTION 11
11-1 CLEARING AND GRUBBING
11-1.01 GENERAL -- Clearing and grubbing, unclassified excavation and unclassified
fill shall comply with Section 300-1, "Clearing and Grubbing", of the Standard Specifications
and these Special Provisions.
Clearing and grubbing shall include, but not be limited to the following items as shown
on the Plans or as specified in the Special Provisions.
The following items shall be classified as clearing and grubbing:
1. Removing existing asphalt concrete pavement as described in APPENDIX "8",
including saw cutting, and as directed by the Engineer.
2. Traffic stripes and pavement markings to be removed will be designated by the
Engineer. Where blast cleaning is used for the removal of painted traffic stripes
and pavement markings or for removal of objectionable material, and such
removal operation is being performed within 10 feet of a lane occupied by public
traffic, the residue including dust shall be removed immediately after contact
between the sand and the surface being treated. Such removal shall be by a
vacuum attachment operating concurrently with the blast cleaning operation.
All removed concrete and other materials shall become the property of the Contractor
and shall be disposed of outside of the right-of-way in accordance with Section 300-2.2,
"Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the Standard Specifications.
The Contractor shall grade the roadway as required, provide all unclassified excavating
and unclassified fill necessary for curbs, gutters, cross gutter and apron, sidewalk, driveways,
and paving, as indicated on the Plans and described in these Special Provisions. Excess and/or
unsuitable materials shall be removed from the site by the Contractor.
Subgrade for asphalt concrete shall be compacted to a relative density of not less than
95%, for the full trench depth.
Outside the traveled way, in areas to receive concrete, soil shall be compacted to a
relative density of not less than 90%.
. SP-30
02 382
11-1.02 PAYMENT -- The lump sum price paid for "CLEARING and GRUBBING,
UNCLASSIFIED EXCAVATION and UNCLASSIFIED FILL", shall be considered as full
compensation for doing all the work involved in clearing and grubbing, unclassified excavation
and unclassified fill, as shown on the Plans and as directed by the Engineer, and no additional
compensation will be allowed therefor.
Cost of compaction testing ordered by the Engineer shall be paid for in the following
manner:
1. Tests which do not meet the required relative compaction shall be paid for by the
Contractor, as a deduction from his contract.
2. Tests which do meet the required relative compaction will be paid for by the City.
SP-31
02 382
SECTION 12 THROUGH SECTION 13
BLANK
SP-32
02 382
SECTION 14
14-1 ASPHALT CONCRETE
14-1.0 I 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 C2-AR-4000.
14-1.02 CRACK SEALING -- The crack sealing material shall be rubberized crack
~
seal, "Crafeco" or "Percal Polymerles" or approved equal.
All cracks larger than 'I. inch shall be cleaned and sealed, prior to placing overlay.
14-1.03 ADJUSTING MANHOLE FRAMES AND COVERS AND WATER VALVE
COVERS TO GRADE - Adjusting manhole frames and covers and water valve covers to
grade after completion of paving shall be in accordance with Section 301-1.6 "Adjustment of
Manhole Frame and Cover Sets to Grade", and Section 302-5.8, "Manholes ( and other
structures)" of the Standard Specifications, these Special Provisions, and as directed by the
Engineer.
14-1.04 PAYMENT -- The contract unit price paid per square foot for "ASPHALT
CONCRETE PAVEMENT ( 1-1/2" Thick), including crack sealing", shall include full
compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing
all the work involved in placing material as designated in APPENDIX "B", REMOVAL AND
REPLACEMENT LOCATIONS included in these Special Provisions, and as directed by the
Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per each for "ADJUST MANHOLE FRAME & COVER
to grade", shall include full compensation for furnishing all the material and performing all the
labor for adjusting manhole frames and covers to grade per the Standard Specifications and as
directed by the Engineer, and no additional compensation will be allowed therefor.
The contract unit price paid per each for" ADJUST WATER VALVE COVER to
grade", shall include full compensation for furnishing all the material and performing all the
labor for adjusting water valve covers to grade per the Standard Specifications and as directed
by the Engineer, and no additional compensation will be allowed therefor
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
SP-33
02 382
SECTION 15 THROUGH SECTION 16
BLANK
SP-34
02 382
SECTION 17
17-1 COLD MILLING
17-1.01 GENERAL n Cold milling operations shall be performed in accordance with
subsection 302-5.2, "Cold Milling Asphalt Concrete Pavement", of the Standard Specifications
and these Special Provisions.
Existing asphalt concrete shall be milled to the thickness shown in APPENDIX "B",
REMOVAL AND REPLACEMENT LOCA nONS, included in these Special Provisions.
The cold milling machine shall have a cutter head at least 30 inches wide and shall be
operated so as not to produce fumes or smoke. The rotor teeth shall cut in an upward direction
as to the direction of travel reducing the size of material until the desired gradation has been
achieved.
The depth, width, and shape of the cut shall be as indicated on the typical cross sections
or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the
typical cross sections. The outside lines of the milled area shall be neat and uniform. The road
surfacing to remain in place shall not be damaged in any way.
Where transverse joints are milled in the pavement at conform lines, no drop-off shall
remain between the existing pavement and the milled area when the pavement is opened to
public traffic. If asphalt concrete has not been placed to the public traffic, a temporary asphalt
concrete taper shall be constructed. The asphalt concrete shall be placed to the level of the
existing pavement and tapered on a slope of 30: 1 or flatter to the level of the milled area.
Temporary tapers shall remain in place no longer than forty-eight (48) hours.
Asphalt concrete for tapers shall be commercial quality and may be spread and
compacted by any method that will produce a smooth riding surface. Asphalt concrete tapers
shall be completely removed, including removing all loose material from the underlying
surface, before placing the permanent surfacing.
The material milled from the roadway surface, including material deposited in existing
gutters or on the adjacent traveled way, shall be immediately removed. The removal crew shall
follow within 50 feet of the planer, unless otherwise directed by the Engineer.
October 22, 2002
Addendum No.1
Special Provisions No.1 0510
SP-35
02 382
Milling' asphalt concrete pavement will be measured by the square yard. The quantity to
be paid for will be the actual area of surface milled irrespective of the number of passes
required.
After the cold milling operation, the Contractor shall pave/overlay the street with new
pavement within three days and/or as directed by the Engineer.
17-1.02 PAYMENT -- The contract price paid per square yard for "COLD MILLING
( 1" Depth )" of asphalt concrete pavement shall include full compensation for furnishing all
labor, materials, tools, equipment, and incidentals, and for doing all work involved in milling
asphalt concrete surfacing including disposal of material milled from the site.
Full compensation for. furnishing asphalt concrete for temporary tapers and for
constructing, maintaining, removing and disposing of the tapers, shall be considered as included
in the contract price paid per square yard for "COLD MILLING ( I" Depth )" of asphalt
concrete pavement and no additional compensation will be allowed therefor.
. SP-36
02 382
SECTION 18
BLANK
SP-37
02 382
SECTION 19
19-1 REPAIR OF STREET CUT/POTHOLE
19-1.01 GENERAL -- Repair of street cuts/potholes shall comply with the following
requirement for asphalt concrete and aggregate base, per City Standard No. 310 and as directed
by the Engineer.
19-1.02 ASPHAL T CONCRETE Asphalt concrete shall comply with the
requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete
Pavement", ofthe Standard Specifications and these Special Provisions.
Class and Grade of asphalt concrete shall be C2-AR-4000.
19-1.03 AGGREGATE BASE Aggregate base shall comply with requirements of
Section 200-2, "Untreated Base Materials", and Section 301-2, "Untreated Base", of the
Standard Specifications and these Special Provisions, for crushed aggregate base.
Crushed rock for aggregate base shall be 3/4-inch.
19-1.04 SUBGRADE BASE -- Subgrade base shall comply with requirements of
Section 200-1.6, "Select Subbase", and Section 306-1.3.5, "Backfill Compaction
Requirements", of the Standard Specifications, and shall have a sand equivalent of not less than
30.
19- 1.04 PAYMENT -- The contract unit price paid per square foot for "STREET
CUT / STRUCTURAL DAMAGE REPAIR / POTHOLE REPAIR", shall include full
compensation for saw cutting, removing and disposing of asphalt concrete material, roadway
excavation, scarifying the subgrade and recompacting, placing subgrade base, aggregate base
and asphalt concrete pavement, also including furnishing all labor, materials, tools, equipment
and incidentals as specified in these Special Provisions, as designated in APPENDIX "B",
REMOVAL AND REPLACEMENT LOCATIONS included in these Special Provisions, and
as directed by the Engineer, and no additional compensation shall be allowed therefor.
October 22, 2002
Addendum No. I
Special Provisions No. 10510
SP-38
02 382
SECTION 20
20-1 TRAFFIC STRIPES, PA YEMENT MARKING
AND RAISED P A YEMENT MARKERS
20-1.0 I GENERAL n Applying traffic stnpmg, pavement markings and raised
pavement markers shall conform to the requirements of Section 310-5.6, "Painting Traffic
Striping, Pavement Markings, and Curb Markings", and Section 312, "Pavement Marker
Placement and Removal", ofthe Standard Specifications and these Special Provisions.
Paint shall conform to the requirements of Section 210-1, "Paint", of the Standard
Specifications. The paint shall contain pre-mixed glass beads with additional glass beads to be
mechanically applied when the paint is applied, in accordance with Section 210-1.6.5,
"Reflective Material", of the Standard Specifications. Pavement markings and traffic stripes are
to conform to pavement delineation plates.
Two coats of paint shall be required for all traffic striping, and curb markings.
Paint for crosswalks and pavement markings shall conform to the requirements of
Section 210-1.6.2, "Thermoplastic Paint", of the Standard Specifications.
Raised pavement markers (RPM's) shall be Stimsonite-Low Profile No. 953A (yellow)
and No. 953B (clear white) or approved equal.
Prior to any work, the Contractor shall note and record all existing pavement traffic
striping geometrics and verify same with the Field Engineer.
20-1.02 PA YMENT -- The lump sum price paid for "TRAFFIC STRIPING,
PAVEMENT MARKING, and RAISED PAVEMENT MARKERS", shall include full
compensation for furnishing all labor, materials, and for doing all work involved in the
installation of the traffic striping, pavement marking, and raised pavement markers, per existing
Engineer verified record described above, as directed by the Engineer, and no additional
compensation will be allowed therefor.
October 22, 2002
Addendum No. 1
Special Provisions No. 10510
SP-39
02 382
SECTION 21 THROUGH SECTION 49
BLANK
SP-40
02 382
SECTION 50
50-1 REMOVAL AND RESTORATION OF EXISTING
IMPROVEMENTS EXCEPT STREET PAVEMENT
50-1.01 GENERAL All existing improvements (except utilities and street
pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways,
sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs and traffic
detector loops which are damaged or removed during the course of construction of the project
shall be restored or replaced to a condition equal to or better than, in all respects, the existing
improvements removed or damaged, unless otherwise specified or noted on the drawings.
The removal and restoration of existing improvements shall be in accordance with the
applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing
and the following requirements:
1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the
Contractor's operations, a minimum of 20 feet of curb, gutter or curb and gutter shall
be removed and replaced regardless of how short a length is damaged. One end of
said lO-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 saw cut.
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 saw cut 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.
SP-41
02 382
Unless otherwise specified, all excess excavation or removed material shall become the
property of the Contractor and shall be disposed of by him away from the site of work.
50-1.02 PAYMENT -- Full compensation for conforming to the requirements of this
section, not otherwise provided for, shall be considered as included in the prices paid for the
various contract items of work involved, and no additional compensation will be allowed
therefor.
SP-42
02 382
APPENDIX "A"
ASPHALT CONCRETE
CORING REPORT
Oct 01 02 02:25p
LOR Geotechnical
909-653-1741
- , ! , , , , , CX)
.... m ! "!
.. , ! ! i , I
.. < I . , I , 0
:!:.
l/J
III
W
Z ..
~ .,
~ . "0
'" '" 0 It) 0 '" '" If) '" .c
"C :J: 0 '" '" ... '" ... M ... M ~ (5
.... t- < ci ci ci ci ci ci ci 0.
l'CI 0 0
> Q)
GI E
0
:l ..
0 tii
1Il c
.><: ~Z :;:
.... '2
l'CI <0 a: 0 a a iii
a. w- a: a: a: [( a:
.s;:; 01:: 0 0 0 0 0 0 <i: <( 0 13
t <0 0 0 0 0 a a 0 CD
LL LL Cl ~
0 u..Z 0- n. n. n. Cl Cl 0
z a:0 ..
;:)0 :J
"C Ul E
c: Q)
l'CI E
>; :J
C
l'CI Q) Q) ,-
~ .~ ~ a:=
~ 8=
l'CI . .!l 2
~ gel) c c lLQ.
Q) l'l
<.....,; 0
'0 w
:zl!~ '5 Oll/J
:!;l'CICD .c .c Q) c<
;::) ~Ui 1:: 1:: :E ..m
0
c 0 ~ :;w
(/) >-.: c .!l ~1-
< l'CIo b b c .<
Q) Q) ., ~ g>(,')
t-~z Q) ~ ~ ~ , ~ Q)
& Q) I 0 3iiW
<....1- 0; Q) ~ 0; :E oj '5 oa:
Clllu ~ ~ Q) :J oj l!!e>
!! c C c ~ C .2: .c
Cl~W c Q) ~ Q) Q) .!l Q) 0 :; Oc>
l'l U ., 0 U C > 0 Q)<
z....~ - c - '5 Q) < c .. E.
_alO Z - 0 8 0 0 "0 'iii b Om
a:Ca: 0 0 -:;; -:;; € '0 ~ ':'<
OCe. 1;; '5 C -
~ CD CD 0 .c :J ,
u~ CD Q) ., a:
Q) .c c :; CD 0 ~ <0
0 b b :; b b 0 ~ ;:!;
GI 0 ~ 0 ~ ~ .. '5 '5 '!: u..w
..I ~ . '. .. I , b a
:l , I .0 - .... N
C 0 b M 'I .. .. Q) ir
.. If) ... N M CD '" ~
~ .... + ~ + + '" '" ..<
+ 0 ..,. If) .><m
'" ~ '" .- N '" b 0 0 Um
c c M C C + 0 g 0 l!!;:)
C .9 .Q + ,Q ,Q N 'I' I @ oa:
l'CI m 19 c
(;j (;j (;j ~
'ti c: .Q ." ,,; ." o .
en en 0 Cii en (;j ~ ~ ~ C'
';: ~ '" ~ '" "EW
oj ~ en t >
Gl Q) Q) en ., Q) .ti:i
:z :J :J :J ~ ~ :; :; :;
c c c: Oa:
" ., ., a; '" ~ 0 0 0
(/) > > Q) > .. ~ m m m 00
z < <( ~ <( n. .>< .>: .>< oz
C c Cii c ~ ~ ~ ~ CIa
0 :t: ~
'" .!!! .. '" 0
~ 'C ." ~ 'C c g .c ~ € '. t-
"!: 'to ~ '!: C l!! t ZoJ
Q) Q) 0 Q) .. .. 0 0 0 0<(
u ~ ~ n. ~ Cl en z z Z -J:
0 !:n.
-I Ol/J
W Z<
a:' O.
00 ~ N M ... It) co t- ee m Uu
OZ u<
<
w..
UC
N <Z
w 0 u..w
!i <0 a:CI
N :)w
-
0 m III..J
p.2
02 382
APPENDIX "B"
REMOV AL
AND
REPLACEMENT LOCATIONS
02 382
---------------------------------------------------------------------------------------------- ---~-s-~-------:
City of San Bernardino, California
Department of Public Works, Division of Engineering
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
,
I
I
I
I
,
,
I
,
,
,
I
,
I
,
I
,
I
I
I
I
I
I
I
I
I
I
I
I
,
,
I
I
,
I
I
I
I
I
I
I
,
I
I
I
I
4_________________________________________________________________________________________________________________
- - - - - - - -----~. --.- - - ~'"
-<,!>f.'" >
.~:;.-'
/'~
/ ~'" ~
"C '1ot...
/ ~.. 8 '" ~ ....
" ;: ;t:.\.~\.""""
/ / 'fVL'\~ 1/,~ . J.tt;II.\,~_,
R05~!.'A_ ~ '-,:;---
I' c} _. .-
/ ' -<;';::;1
,',1",,, . " ~i
/ ~-'-.I ;~-jci-ii-'-- f~i"'-
.. :I ... - ,
1 . ; '~.~,.-
,/~"'.3~ ~,i!, I
.~~..-~i~~!-=-~:-~~~~:~. V -~--FailuiA ST
AV V 3RD
j""
"~I
fe.
~,
511<
,
~
/.
~
~
.
,<0
h.
1;;
It
~
2
Ii!
~
'"
;;
-~;\
;;;
,
!l
~
Cl~
1ST
~7~
PA VEMENT REHABILITATION
ON
LEXINGTON WAY
FROM
HALLMARK PARKWAY TO CUL-DE-SAC
~--
~l!!
-'; ~
'i::-
...,-'~: '- ..-:
----2 ~:1..~ ;'J~"l4..
;1; :-'LI '<f,;,.t<
,.;, . '" '0
i~ ~~..~
'\
,.,....
.~-^'<-.,
\\'::'0.
.~
." ,s.1ti;t
I .-,<,~~
*,',_.tll:. '-"
:_--+", <r:-~_'i:
~:' - t='~--- ~""'ll,f / -"'-.
SI J <,i S'f'-'_,"6 '-_
,-~/ l-';'~ :tit- Ii> S'-'-
"3ii1 ""; f; ~'T ",,'" r "'-,
.+'--, ",,: \/-','i ;f,~ ~
-~~I..UGe,,. I 5 ----Tr----.r~/.tA__-- ,
';..>--_.A.r, :.l-itfli ",.- :~~'!.t[L:;-:~~ :~..
I.: ~!..~I~.ll!~,~.~AliIIIt~ "'.-,
!" ....,At1q ,t c, 0..-""" ",
LZ;:'\1 ;;!_L__~,':- !!./Jj'.
!:;'~'ii.,:~~-. '"
-I -:;-:.i~ l-=I:t 8i 1-' ~
! :--~--l~s~~ RO ~ ~ ~~',
~ ~ ~
.,
lflllRSON ST ...
~
AV
.
y
2ND
..
JJI-JE-VY.
giO<
i!':
~f 3
~~
~~
~c~..r,.
HILlS
'''''SE
~
AV
~
c
""1/n
VICINITY
MAPS
N.I:S.
~
~
~I 'i
I
I
I
I
~
~
~
~
~
\ri'""'\
,,~
<:I "
~I.~
\l '",
'-
~
\\.
~'\)
~'\)
~l\i
~.~
~
\J
~
~
~
\0
-
"'"
'"
'"
-
"'"
.
~
~\
.
~
~ '\i
~ ~
I ".
. ~~
~ "-
I ~~
1
I \:l~
I ~~ ~
I 1~~
. I ~~ 3,
~I ~ \3~ ~
~
~
. ~
~
~\
~
"
I~
~
~
(
~~
\t')
"'-
~;:j
~
~)...
\)~
~ .
\l\~~
~(
....a ~\ij
~ ~~
... ~~
~~
~"1
~
02 382
~
-
o
0
0
OJ
0 0 00 0 0 0
.... <!) ....N 0:> <!) 0
<!) OJ
()
<(
(/)
I ~
ill :;,. ~ :;,. 0 :;,. :;,.
0 x x x ~ x X
I 0 0 0 _X 0 Ln
..J ~ <!) ~ N N ~
:J
()
0
f-
~
~
:::.:::
a..
:::.:::
0::
<(
~
..J
..J :2
<( 0
I 0:
u..
I :.::
I 0:
~ <(
:2 Cl
~ 0 Z
f- Z ::>
Z I ~ 0
Cl - CD
0 Cl :2 I en
<( Cl ~ U w
f- z 0.. ""
(!) ci Cl N Cl Cl ~
Z z z w z w
::> I .0: N .0:
>< w 0 z z ~ z z 0 Z f- Z 0 en
ill f- CD -' -' -' -' u.. -' en -' u.. ~ U
0 ~ ~ ~ 0 ~ ~ W ~ <( ~ W 0
..J z 'It 'It f- 'It 'It CD 'It 0.. 'It CD f- -'
-
'"
0 en
.... '" -'
'" 0:> "'- <(
~ N '" >
.... OJ
0 .;. " 0
Z 0 <( :2
f- If) W
If) w 0:
U , 0: >- >- >-
0:>
W .... <( u.. <( ~ <(
-, '" ~ 0 3: 3:
0 ,
If) ,e
0: '" 0 0 ~ ~ ~
0.. ~ f- ~ ~ ~ '"
~
Q)
OJ
'"
0..
02 382
_____________________________________________________________________________________________1l~___~13-2------,
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
,
I
1
I
,
,
,
I
I
I
,
I
I
,
,
I
I
I
I
I
I
I
I
I
I
,
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
City of San Bernardino, California
Department of Public Works, Division of Engineering
PAVEMENT REHABILITATION
ON
SARATOGA WAY
FROM
GEORGIA BLVD. TO HALLMARK PKffY
i
I
I
I
,
I
I
I
I
I
I
I
,
I
I
I
I
I
,
I
I
I
I
I
I
I
I
I
I
,
I
I
I
I
I
I
I
I
,
I
1
,
I
I
1
,
I
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
,
I
I
I
I
,
,
I
,
I
,
,
,
I
I
I
I
I
I
I '
L_____________________________________________________-----------------------------------------------------------~
,~45
.-~------_.-----
it!
,
,.'
)~'t('"
, .'Iv
;' (}'t: 8
;,.
/ 4i.J"B,a:.
, ~~Il"
,.;-. Sl-'
I -
,//~~ "l' ;;:. ~
I ~ -.J 9Jl.l~ -n I
. ~!~.--&-
/ . - ~ ~, iI,
I ~m_...___~__._~J'"".
,:__.__lL_~_u~~il_~ SI
" ~_~ .___2!!_
,'k')
~/
/
."-~-
in
in
~~~
\~-~.-
!'('C
Il!~
IJ:~..
;.;,7.....
54b
/c. - ~.-~ -
-G' ~ ',....' If. ~ '
1l,.Il:....,_. ,~,"~,~.... \~t_~.~<._,,~-.....
" ... ....' '" -' ...-:.'~ ',' '......
.1",-"~~+!'4- ...'<" ..../~ .' .:"".... -~~t.. - ."'\1
\' ",,' C "U"'~ .J. ""'.ArJ '-~
}t~~, ~Q- '~_,-~c..6"~~t.':'+. '~~..1, -,l'_~i~."
.. .p-. ....._.) ',4, -,
1:;4'-'"~''' i'" >'(t_r,..;..."t
::\& ' ......-::...:~ ~ .'-,' ,
i'~,~ ~. .....'-- ...
I e.<t;::,,"- 'i...'" 2;' t:'
';- ..", -~" ~'<:)
'Y-',~, M'"' .....
" /, ;~' ---, ~
'~fV.\i.(.. l;; ::II:
,,\\ ,,' -. - !I'~f'~ .c
- ~- -;0 <">-1
~".
#'
,.<#'.",
~
'q,'
'"
.."<t,, .
~.,-.,.
~:.i...'l''!f,~.FfJ.'.'...
~" - , ::::;. , '", ,.-
",
.'
..."'" "
"~'. ~
; _~ ,)JMt~!""";""
I, -'L, ~
,~.~, ,.,.'>:..
, "" ~ ~
V~-.=..~OLA3f
~.
,_~__-L-~----
"
.
EJIIE~Sr._1-
I.. VI
I;; "", I
?~_~~~.r ~ ~
~'ili I, ';/~
~f'" 3 \~~
~w
~~
,
i'
'"
I
~
J~~'"
JUNE.ifV,
~
_~_1~I___-2-'c;
"
.
~,r.,,_
~7\~,
VICINITY
MAPS
N.1.5.
~-'"
"!,~
~ ~ .
~.
:i:;
~
'0
...
('"J
...
CD ... 0 ~ ~ ... ... ... 0 0 ...
~ N N <Xl <Xl ... CD ('"J
~ ...
>-
~
0...
~
a:: b b b
<C 10 '" ~ en en N ~ ;< N N
~ X X X X X X .X x x
....J N ~ N en en N ~ ~ N 10
....J
<C
I
0
I-
0
>
....J
CO
<C
<.9
a::
0
w
<.9
I
I
~ ~
en 19 :.:
s: (3 ~ 0:: 0::
0 4:
<C ::; 19 UJ :::;
0:: 19 ...J
<.9 , 0 ...J
, ~ 4:
0 4: UJ
0 '" 19 '" J:
I- 19 '" 0 r- 0 , r- 0 '" 0
0 Z r- '" + ~ Z , + ('"J ... CD ,
<C ::> + + N N + + + ,
I-- ::> cr:
a:: 4: 0 N ~ ~ cr: 0 ~ ~ ~ N 0::
0:: CD <{ <{ <{ UJ <{ <{ <{ <{ UJ
<C UJ CD I-- I--
(/) 4: ~ I-- I-- I-- Z W Z I-- I-- I-- I-- Z
en en en en en en en en
-
'"
<Xl ...
N <Xl Q)
~ N r- en
r- ..:
c:i ... ...J
~ ~
z 0 4:
'"
I-- '" UJ 0
U , 0:: :::;
<Xl
UJ r- 4: UJ
...., ('"J 0::
0 J, ~
0:: 0 ""
('"J 0
a. ~ I-- N
~
Q)
Cl
ell
a.
02 382
______________________________________________________________________________________________{)~___~J8L~----,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
City of San Bernardino, California
Depanment of Public Works, Division of Engineering
PAVEMENT REHABILITATION
ON
SHENANDOAH WAY
FROM
HALLMARK PKWY TO CUL-DE-SAC
.,",,,,,,
--------- --------j
/:;~
....... /
.,:..'
/1t'4"(~
,,/ ~ ~v
/ ~<,- 8
~'"
/ ~r5~.~
RI]';~1}_~_ ."
" 0} '-----\1 -
,/ - ;'
~ u . - .I
~ ::t> , " "', ....,: -
/ 4! oJ sJolLi--;'L
/ A_ 'i ~, :fi~'-
~ j';- ,Y~: ...., I...,
/ '!,-'-~~-.----puM;O~-I-
'-~--~-~-~~~-;;---- ~
~"
__5.J!1_
.i
::-46
"',
."
#
,,+~
.;.,
,;:;i
_,-., ..... V -\~ ~ "
. ~~_~-I-' - ~ -'-.:-w-'--.,-.----~~~_.
:::)..--:A~ Ll~~~: ::~_l!y~A...~,l_-'z':'t4(l :..,/
! ! ,'__ C:I~~Y~~'; 1!-j;:JL~_~~;,"
z...... ~lfllSl~. ~,_ ..".'(f
: ~~,} ."'~._ ~~O.f'
i~~Ji.~-.:~.i.E.::"" ~... ~;'(
@:""'.::.!~rj;;; j:!!i:;;'~,
f~7illcisftCftTRD !f ~ ~-;,
~ ~ "
I
I
I
I
I
I
I
I
I
I
I
I
,
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
I
I
I
I
I
I
I
I
I
I I
L________________________________________________________________________________________________________________J
tf;;
~
~
-~-------
2IIl
"'.;"
v
~!
~
!!,-
1ST
....;:..;
,...::f h
< ., ,....
-e; XJUN. ,v-.,....
:1\ "{''''': {'f.-fo~
;..~:'" I ~.~,
, " ,,,. -' !'-
..~--v~~FaifOLA -Sf
v~~_.__
21('(' i
I E.MERSON ST 1-1
I -I VI
,",,'
"
2Ml~
j---
I!j, ~
J~~.....J ~f' 3
~y~:;' i!
II ~__~I~. "")~:--+--------
;']~":'
v
ii,
~~
HiLLS
C/USE
.~~-J')o
q"
.,
':)/0
VICINITY
MAPS
N r5.
~ 02 382
--
I
~ ~\\
~I
h,,?1
, M
~
~II
. 111
I~I III \t\
I ' '/I ~
I ~ , "' "-.;
~ ~tl "
I . ~ III ~ ~
I "
/~III ~
, . III ~
'\Il , 1/, \)1
~ ~!,~~
; ~,
I .....
~:~~
~II~~
~ ~;~
~I~
I
~
~
~
~
, -
." ",,'" ,
~ ~
~\
~~::'I
'IIJ.~ IlJ
'<\ \j) "
~ ~ ~
'3\rj'"
~ \ '.
~~~
~\)~
~ ~~
'\)
~f1
~
~
-
o
0 0 00 0
CD LO OlLO LO
~ ~ ""
()
<(
(/)
I
LU
0 ""'
I cO
....J N x M~
::;) _x ~ .X _x
() 0 ..... oeo
'" ~ "''''
0
fo-
>-
$
::.::::
0-
::.::::
0::
<(
:2
....J ~
....J ~
<( :J:
I z l-
I (9 :J: 0
I Cii 0 (9
Z <l:
~ 0.. - 0
LU ~ -; I-
en ~ <l: LU
$ 0 0 :2 0 ::>
<l: I- , I- a cii
I en , ~
(9 ~ >- (9
<( ~ z ~ U ~ I- Z
~ 5:
0 0 Cii 0 :J <l: Cii en
0 :J en ~ :2 ~ :J: en
0 , ...J LU <l: 0
Z , ~ , ...J ~ 0 ~
en
<( a 0 U a <l: z a 0
z .J Z :J: ::> z ~
Z ::> <l: >-
j::: W ::> w- I-
LU 0 0 LU :2 z w- :J
I al ::> I- al I- 0 LU <l: j:::
~ 0 0 ~ :J: ~
(/) 5: z LU Z w- en I- ::>
-
II)
Ol 0
LO
.....eo ""
~N ..... en
...... N
0.... ...J
" <l:
zo <l: >
LO
I-LO LU 0
0' ~ :2
LUg: <l: LU
-'''' ~
0' I-
~~ 0 ~
0
o..~ I- ~
~
Q)
OJ
'"
0..
02 382
,___________________________________________________________________________________________f\~---~JO-~-------,
I ul..)O I
I I
I
I
City of San Bernardino, California !
I
Department of Public Works, Division of Engineering I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I I
L_____________________________________________________-~---------------------------------------------------------~
-------------------_/
~?t I
-t.~/
/""{~, "1,
/ 'Iv....../.
/...t \.~...
/ (f 8 ...." ~,~~
!l!=~m ~~r ~
.cv"'I('_ - lEl!,-\i~
llO';.oill~_ .., ...
<;I~;;
(:;i~ ;;;
~,
.~2!.!:'
/
,,~,
" ~
/
,," ~It ..C_I ~
/ "",'.< SJilill
) ",:l''''-
/ . . ~ . ~ ,t;~-
:~,,'" z; i ~'I~'
~-'-- __ .L_
/ !" ~ 'I.Il,OlJ< 51
,. - - - - .'I~ - -;; ._=-~-1-~~
L
~
L
~
i
v__~_~--
'V',
-70-
,
i',
It I;'
---,
1ST
~7'"
PAVEMENT REHABILITATION
ON
GEORGIA BOULEVARD
FROM
GANNETT PKWAYTO SARATOGA WAY
546
.,.~ .
e-
~I'l!!
~ ,
%':
#.
~""-t-
~
;;: ~
.';;.
"
," /.
< . i "....
15 _~.I.JIlt ~,~_e;-
il,-'ii--; "~
~-... ~;.~<;
~ #",;. ~
It '--~-PORTOLA Sf
~
~
"i,'"
~-_.
.'):l
WI/SON S!~ I-
~
2ND i:C A~ ~
-~~-- .....
l!!. i('"
~~' 3 'il
;;~: ~
L~
,.
v
~!
~:
.1NE~m
~'i~
_~>J'...
"\>.
~,
1ST _.~:
--.----~2a(1
'v
"
,
21'X'
57ci
VICINITY
MAPS
N. T. 5.
~
02 382
\
\
~
.
"l:l j
.'';'
- ., ~'"
I
. .{ ~ '"
~ ~ "t'-i '"
. ~~ ~."'. ~
~ ~I ~ ~ ~
I \)"
\~ ~ ~
I \i~ ~ !
1.\ " ~
~ i
~ ~ ,
~ ,
P/~
~ ~~ 'ti
~I\j ~ .~
~
~Cl ~.~ ~ ,
~.-..j ....... ~ '.
'" 8 ~ ~ ~ ~ '~
~~. ~t
.....' \:i~ ! 't
~ "'~ ~ ~.~
\l~ ~~
~ ~~ !Jill) ).... ~I
~~ ~Iti "
~. ~
~~~. 'I.i\ri ~
I
\i~~ I
__J ~I
. ~
"l:l ~I
~ ~
~
~
02 382
Q)
C>
OJ
"-
0 <Xl
N '"
CD CJl
N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N CD 0 CD 0 CD 0 0 0 <Xl 0 0 CD 0 " <Xl
0 " " " N CD 0 0 " CJl CD CD CD ~ N CD ~ ~ CD ~ CD CD N CD <Xl 0 '" N N '"
'" N ~ " '" N ~ ~ N CD ~ '" CJl
N
~
:s:
<(
(!)
0
~ b. b b '" '" b b. '" b ;". ;". Co '" b. b ;". b "'. . . b.
a: N 0 '" 0 Co Co Co 0 o .
x :;; CD ~ ~ ~ '" x <Xl :;; 1< x x x ~ N <Xl ~ X N X " N '" CD X CD
<( '" x x x x .x b .x b '" '" x x x x x x .x '" .x x .x x x x
Cf) ~ " ;". ;". Co ;". <Xl ~ CD CD " " ~ '" ;". N N Co N Co ~ ~ ~ ;". N " Co Co N ;".
0
t-
~
~
a:
<(
0..
l- I
t- o ...J
0 Co
ill + x
Z 0
N ;;;
Z .,: <(
<( Ii:' f- c:l b
(!) CI) 0 ~ N
CI) 0 f- " ~
..., <( '"
Z x
, u. '" 0 0 CI) a:: U
, 0 UJ CD ~ ~ U <( ~ N
'" + + + CI) '"
0 UJ ~ '" ~ 0 N '"
N f- N CD N N N N c:i ::;; u U
> CD <( ~ ~ :t .,: .,: ~ 0 0 ~
....J 0 c:l :t :t f- f- ~ a:: ~
CO c:i :t z UJ CI) CI) CI) u. ::;; U
Z UJ UJ ...J
<( > ~ UJ ~ ...J ...J c:l 0 0 0 0 ::; , , --;
CD ...J 0 0 Ui , <(
...J 0 "- f- f- f- ,
(!) CD :t 0 "- "- u. '" '" '" , 0 0 0 '" '" '" 0 0 ::;; 0
~ 0 "- c:l ~ 0 N CJl ..... <( Z '" '" ..... " ..... 0 CD '" '" 0 '" 0 0 0 '" '" 0 "
a: z UJ Z ::; ::; U + + + (5 :::> + + + + + + + ..... ~ '" ..... '" " '" ..... ..... 0 +
0 c:l :::> ...J ::; ;:: f- f- ci 0 ~ N 0 CJl ..... CD '" N N ~ + + + + + + + + + + N
a:: N N N a:: ~ ~ ~ ~ ~ ~ ~ <Xl ..... '" " " " '" '" ~ ~ ~
0 0 f- a:: a:: a:: u. z CD
ill 0 CD "- CI) <( <( <( 0 .,: .,: .,: 0 ci .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,: .,:
(!) UJ <( f- f- f- ~ ~ f- f- f- UJ f- f- f- f- f- f- f- fo- fo- fo- fo- fo- fo- fo- fo- fo- fo- fo-
c:l Z ::; "- CI) CI) CI) CI) CI) CI) CI) c:l CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI) CI)
-
"'
CJl
~ CD
~ ..... CI)
ci 6 ,,; ...J
CJl <(
Z CJl <( >
N
fo- ..... UJ OCl)
U do a:: ::;;-
UJ ..... <( UJU
..., '" a::c:i
0 ,;, ~
a:: '" 0 ,-,<0
"- ~ fo- ;::;;
~
'0
,____________________________________________________________________________________________fr. ~---31~-2-------1
U - I
I
City of San Bernardino, California \
I
Department of Public Works, Division of Engineering :
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
I
,
,
I
I
~________------------------------------__-------------___________________________________________________________J
PAVEMENT REHABILITATION
ON
GANNETT PARKWAY
FROM
GEORGIA BLVD. TO HALLMARK PKWAY
"'.,.
, ".-.- '\, " 'f<"'." '.. ~
.1tL.w:: 'l. -:., /..~t.. ~~,-'."",,,
~ . I"V '..:;( ..($>/.."'-.Jo..<#O/'.../;O.._...A......
......._'>..,f4'-.;:,~~..~/ _~_'T<-'\~... (-t_(l.~"~ i
'~t~'eq.~-(-~-f. ._~ ~'.'~/;\~~~~A ~--~~~~~~ ~:11!i
.. ....-~, ". {Jt....::'~i '!1 ""l_ " :!. W
-l~4'-'4~. ../ ...i~ '_'-~4~q.-:t,::/ ~: ;:1
~t:-- ............',~'.. ',''- VI!, 'A
.'T",.<,. \ 11;., ..~,/ _/ ~:.' _ ,f-+--J~ ... ~f~'" '
.....,.... " \'\'.../ :::/ ",,/ l"~ " g \ ':1ll!:"~1f' ".:r .l" -
.. "~ ' "')._/i'" :-i.gi i -4 '4-:'-"1". -"-~ -I; "r'tl~ii.
"~~~':~~~~" ~Ii ..( ~.!'- _ii' -_,~t-8r~;':-<'~t~~,;~:~:<,..'" "_ ~(;; ~ '" ~J
v,/\\'.t.t(i~\ r~r' "'I'> J1i:/"ofp-ei-:'~,
" ">,,"~_.! \,.. ;:~"'. ,-f' ~;' ~~',""'~ '-""
. , .... ~r l,<l! .'tQu.tGt ".' '" ;-.'"'W--n.-.--. ""."""'. '"
'/.t;---J'?' ~'::~--""l'l~* 5: i\Il,I~ f'~'::;,9 ,~
~ 1, "~ 4>~ ~~ :.-----~/'" r-,
; .' (1 :-lIt!ll~,_,~,,~~:-Z_~
~~ #1 ' -~/l
2,",,\1 ''':':~t_ -'l = l.!r/{~I>
p..;;r~!!L,_""i'!fORG.I* ~'"
.: ~:ti!'l' 'iii.,..;~" ~--
';,Q~: i':=i,; ~. :;;
~'~~~~i~~lD ~ ~
gq
':4t1
#
~.p-~
'"
~/
~_ _W_
,
/
/
~
"~
"<1..
/
.
.
"'
.'
/
.
/
v
._~.,.-
V _~+_~__
~
~
~
~
t;;
v
___n;
--~
:,.,:0
f!IJ _~__~__~~
I!i
z
o
I-
I
"
m'!.(
~f.,-
,~
~:: ~""
HIllS
CIJOPSE
v,
l!I_ '
"
v
m:
0J.~
576
VICINITY
MAPS
N,],S,
~
-
o
0
'"
N
N
0 0 0 0 0 0 0 0 0 0 0
N ... CO N N to to to to ~ '"
'" N ~ '" '" ~ ~ N N
N
>-
~
a..
~
0::
<(
:2 b b b b '" b b <t- <t- Co
...J CO to '" CO to '" ... X X x
...J x x x x x x _X b '" '"
<( <t- <t- Co <t- Oo N ... ... ~ '"
I
a
I-
0
>
...J
C:l
<( 0
(9 f-
<.9
0:: z f-
a f- ::>
UJ a:: 0
(9 ~ <( :r:
f- <.9
I rJl ::>
I 0 Co 0
f-
>- 0 a::
<( w f- :r:
f- 0 0
S <.9 N ~ ~ ~
z Cl + +
~ <.9 () >- N '"
0:: z ~ <( :r: '" N N
Z a:: to .( .(
<( ::> () w rJl +
a:: rJl a:: 0 f- f-
a.. <( w <3 0 N rJl rJl
~ :r: u.. w w 0
I- () W f- ::;;: ...J ...J ::; + 0 0 0
I- ~ a:: 0 0 ~ 0 f- f- f-
<( ::;;: 0 W !l. !l. <.9 , N '" '" '"
UJ Cl 0 a:: --'
z () 0 a:: Cl .( N 0> t-
Z ::;;: a:: ~ u.. ::; ::; Z + + +
::> a:: rJl u.. !l. 0 ::> f- 0 ~ N
Z 0 0 ::;;: ::;;: W rJl N N N
:r: ::: w ::; <.9 0
<( o::l :::( f- <.9 f- 0 0 o::l Cl .( .( .( ~
(9 ~ :i: <.9 ~ 0 0 a:: a:: f- z f- f- f- 0
::;;: <( ~ Z f- u.. u.. <( w W rJl rJl rJl f-
l.
'"
~
N
- ...
VI 'l<
~ 0
0 0> 0 W
~ N I!'t rJl ...J
t- o
0 , N ...J
... N <( !l.
Z 0 <( > u..
'"
f- '" W 0 0
() , a:: ::;;: >- ~
co
W t- <( W 0 <(
-, '" a:: z ::: :::
0 , ~
a:: '" 0 >!!. ~ N N
'"
!l. f- 0 rJl - -
~ t- ~ ~
~
Q)
en
ro
!l.
02 382
02 382
STANDARD DRAWINGS
C1TVOF
E.X. STI ~G
.~
-e.\...
a,'1\'
-5
5-
-4'c:r
w-
-1~.eONG;--- 0 -
-~.'M
GI-
--'T
-It"I.D .CO~lfZIl.,--
-1V
E-
- -....L..--
---SIG~--
--F.--
== ==1';"10 PCC= =
-,;r- ...,,- ~ --c- IJ"""" -C-
-x-x-x-x-
OIZ .
-...--Ft - .'-
~
1Jrr--mr--nrr-~1f1r-1Tlt"
_..u.._..JL_..u.JL_-iliL_
-
-
-
-
-
-
~
~
(;1 I,lo4lZlJ&
~U' P.4LM
0~
't'
~
fee 4LA~
uloICOYEno
02 382
SA ('oJ BElZloJAIZOINO STAr-JOAlZO
""01='00 fZ'A F..,.Y
c.~IJT&:~ LINe
CITY L.lllAITS
lZlGI-4T OF WAY LINE
eXI_TING, 5EWEIZ.
IOXI5Trl'lG WATl!!:lZ LINE
EXISTING STOIZ.M DlZAlN
e"ISTING GIN; LINe:
I.I"'D'GD. TEI...c:ot-IOUIT
ElC''ST. .IlZlZ.IGATIOlo.l 1..1NE
I)I-II)'C,D. ELlfCTfZlC CONO.
.. S'TIZEE.T LIG,HTINGJ
"
TIZAFFIC 'SIGoo.lAL.
~
oc.o.
@
SYM60l..S
';~w!1Z IMAIolHOLE
r,ew!1Z CLUllOUT
~Toa.M OUrlol MANHOLE
(!)Oll.[ 1: J TELiPlolOllE 1oA.6NI-IOt..E OIZ VAULT
@ ~~J ""'.. """'IoJI-IOLE 014 V4ULT
@) C ~ J wATE"1t MANHOLE O~ VAoULT I
@ ~(] EI.ECTIZIC MAN~L.. Oil VAULT
Q PP'" ELI!CTIZ.IC al!. 'TE:LI!P~N! POl.' I
~ I.
E---- 1
~
fLECTIZ.lC 'TOWEll:.
t)OWIIl GUY
FIIZE. MVOItAI'olT
=WM WATEIZ. METE-It.
~ WATE~ VALVE
~
b
~
..
'-:'1
CE:l
-
=--
~
q
...
~
:0::
ora
*
&
o
=
l)--l..4
&1'
& +,
CITY OF SAN e.EI2NA12DIJ.-JO -PUBLIC v'/C'~s D1::pT.
..
Fllze PoLAtzM
CUL.VeIZ.T
..
e.OAo~D I"Et.lCE.
eAIZ~EO WI !Zit FEIoICE-
.
CI-IAIN 1..1"'1$ P"15"-lCI!:
Wove;;t..l wrItE F"'"'CI!.
P.C.C. eLoctS WALl..
CZAILlZ.OAO TlZAC"SS
l-lEOc;,E-
DIIZ.ECTlOl'ol FI..OW OllZT
tll~.CTlOI'J FLOW "'Av.
TOP OF SL.OF'e
Toe: OF 5L.OPE
,"UAlZD lZAlL.IAlG
~ .J
P.C.C. ~IDI!:WA.1..1i, (D....<;HED)
~ C.C. OlZIV!:'WAV
p.e.c .eulZ& ~ 6.urrerz.
TItEE (tl!eIOUO~'
E.VEIZC~EEI\I (PINE, Ere)
D 8UILDI~.
~ VAL.VE
ItLCC::TlI.OLIEll.
EL.ltc:TIZ.ClLIE.IZ.
(UPIZICSHT)
(ON MMT 102M)
TIZ....F..'4: ~IG....AI..
,
i
TU.'FIC $ta....AL. (ON M'MT ~)I
I-ULL ,. 0" I
TlZ.4I"FIC ~G~AoL CONTIUlLL.Ii& I
I
T&AI'FIC. SIGHAL J)IIre:CTolt '
W....L~ . W....,. SIv,NAL
PA!ZlS'''''''' MliTE~
Tcu....F.G <;IG....
nlte;ET "'AMI!. SIC.'"
STOP' 'itGN
1t.1t.. CG:D%I/oI4 ~IGI\I
1t.1t. CIZO~<;I"'Gt ~IGoI\l4L.
~"lZl"'~\..Ea. Io4EAtl
DELTA, ANGtLE P'OllojT
F'OI""T ON TAIJGrI!NT
U. S.IooAAIL. BOX
'I
'iEGTlOI\I COlZNEiZ.
'/4 COWEll.
AF'PIZ.O'VI!!D
^,,,,,. .l..l.. 19' '"
, -
9 01 /J; ,;2-./
CITY ENGiI"",e:~
~ '
. I
~ I
'hi
:e .Q
'i .~
'd
"i r!
~'
s (:j
,:z
STANDAI?O
No.
S17
382
NEW A.C. PAVEMENT I" THICKER
THAN EXIST. A.C. PAVEMEHT , MINIMUM I.
2'-0" MINI..... *
h
C)
Or)
CJ O{)
(JC}t)
<;1
() 0
C)
EXIST. A.C. PAVEMENT
EXIST. AGG. BASE
1ST. A.C. PAVEMENT
EXIST. AGG. BASE
TRENCH BACKFIU
.
.' TRENCH EXCAVATION liNE
NOJ'ES:
"* OR N> DlAECTED BY THE ENGINEER.
,. ElCISTlNG A.C. SHAL,L BE CUT 11<<) REMO\IED IN SUCH A WHIER so N> NOT TO TEAA. BULGE OR DISPlACE
AD.IACENT PAIIEIENT. EDGES SHALL BE ClEAN 11<<) IIERTICAL ALL CUTS SHALL BE PARALlEL OR
PERPENDICU.JIiR TO $, """" I CENTER LINE, WHEN PRJ\CTICAL
2. _lMTERIAL TO BE REPlACED TO DEPTH Of' EXISTING MSE. A.C. lMY BE SUBSTITUTED FOR MSE
lMTERIAL.
3. A TACK~TOf' N>f'tW.TIC EMJLSION OR PAVING ASPHALT SHALL BE APPLIED TO EXlSTlNGA.C. AT ALL
CONTACT SURFACES, PRIOR TO RESURFACING.
4. ASPIW. TIC CONCRETE RESUflFN::ING:
A) 1oIN_ TOTAL THICKNESS SHALL BE ONE INCH GREATER THAN EXISTING A.C.
B) A.C. StW.L BE HOT PUWT IoWlt
C) _ COURSE FOR TYPE II RESURFN::ING SHALL BE lAID DOWN USING A SPREADER BOX
5. ALL A.C. RESURFN::ING SHALL BE SEAL COATED WITH AN EWLSlFIED N>PHAL T AND COVERED WITH SAND.
CHIP SIW.ING SHALL lIE APPLIED N> REQUIRED BY CITY ENGINEER
e. TRENCH MCl<FIlL SHALl. lIE DENSlFlED TO A MlNtWM Of' 90 PERCENT RELA TIllE COMPN::TION
7. WHEN PAIIEIENT IS TO BE PLN::ED DIRECTLY ON SUllGRAOE lMTERIAL. THE TOP 6 INCHES Of' SUBGRADE
lMTERIAL SHALL lIE COMPN::TED TO A RELATIIIE COMPACTION Of' 95 PERCENT.
e. WEDGE~ND (HEADER-CUT) , INCH BELOW UP Of' GUTTER WITH A.C.OVERLAY IS REQUIRED IF EOOE OF
PARALlEL TRENCH IS WITHIN 3 FEET Of' UP OF GUTTER.
'CITY OF SAN ElERHARDINO / PUBliC WORKS DEPT.
TYPICAL DETAIL
RESTORATION PERMANENT
SURFACING / TRENCHING
APPROVED ,- 'Z~ 't:.
~~60RK8
CITY ENGINEER.
STANDARD
NO.
310
I OF I
02 382
STD. PLAN A20A
.
.. III
Z
l. ~I l. -
l. l. ",I, ...
-- l. , . - .l.. -- 1.:"
Z ~g rD ~ liT ,.,.Q. ~i -:..- ,:i;t-i,....""ii l.)
0 .-11 ., ,.,.11. -
;: 0 ~ - 0 ~. ~ . ,. Ga-+- ...
j U ...
u :0' '" Q~';'
w f! 00 . . a: I ~. C
'it !Ii - : :1.10 :: 0; c5 . . O. a:_
i .
~; .:. 0 :00 fO" ~ , eo .I-::!
-if . ~ ~g ~ ~I 0 .
-. 0 0 . 00 =Qc
j )-J .: 0 .r. .i h.. lit 'ls: . ~ ':t, " f-II:::I
. .;, ,~ .. 0 .;.. ." " Zl-
'I ~ ~ to 0 '" . 4C&IIw
i .. , ' ~ fO 0 0 z Iilo 3- Q~
~I ....~ +1 :: 0
. :0 .... :: 00 u
.. - . ...~"""
fo~ QlT ~ . . :0 a.
u u :02 a:c i
;r; :B ~ .. 0 ., :0 ;r; 00 ;!I lUg
'" ....." .' u..,s .i. .9 .. ......". '" .s '0 '-ss -s~_
'" '"
.. ~ t J t J t J H t ~ t .. I t ~ t I ~ t 'a:A.
.. "- .c>-
" ., :.1-
0 " .. " !! ~ N 0 ~ N N
Z Z
.. ~ .. - " " " .. .. I-
~ ~ ~ ~ ~ ~ ~ ~ Z
is w ~ w is i5 ~ w i5 III
" " Q " Q
::I
..
)0
C
I.
= i.", _an:
r1~" io~! ~ -!;im'~ Ifj:~
. 5' -. ~ ~~
~; ~ .~ d ::._
~ ~ ..
w
~ -.... ,.~:,
! ~~I~ D~.-7l; ~:..
1 ..~ t lI.)-
I i .~ 6 ::.-
:
[0 :~ ,.,.!! ,.,.!! ,,-0
" ,.,.!! TT!!
;: ,
. ! , ,
. .
.tD ~ i '. . 0
;;; - !: !; ,
- '0
.. : r-II
'" !! to .t ,~ ~ · ill : te,<
~~ :.' 0"; 0
I -. ,
"::;1 t t"= ~. ~~o 0
" [fO .' ,
z .. ; fO; : 1-11
.. .. to
....- - "
'..OT :W ' TO
5 ., 5!'~ . . 'i:r8.t
~ . to ~ T " :l ~
~ .. '<>T
" ." ,. L...:.!! .. L.1.!! ........!! .. U-!! " '-'--0
~ t t ~ I t .. t I ~ t t ~ t I ~ t t t I
;; w w w
" "
;;;
VI-
","
30"
,d
;~
"'J
vi:!
:1
n. II f"T1I
:~ ~ .. :,1
,. ,
::f'1 ~ ,..:L i ~
,+1 I'::r l. '[
~I ; i ,i - ! 'I
T s!: ,it i~
I : I' 1 I ~
, I tl It:; j. i.l
. 't. LO' I /.
:II : ~s : u. :: : J.
~ll~JI~Jt~JI~Jt
.. .......
~ J t
m
;1
,.,.s
0:'"
w-'
><c
0:_
"w
:>0
;,
.
to.!
'';
:'.
..
1 : 1
. .. - -
:~:!i!
j1j::::
.. ~ .. I' ~ '
, j'. . 1
j ~:::
. . . . .
.!I~~~~
I-Ull
... ; ... . .. .
.
- .'
.. ~ z: I: r r ~
j_.....
-----.
aeaRa II
3
I
Ii
jj
.;;
. t .
18 S
~ -
1 ~ ;
i >>i i
~:. J
~~
Jjj !
I:, .l
. .. ~
~I
1
I
: i ..
1 . .i
!/oi i
i
I
i
~ ;;
I ~I -.-
l.-:.. I_!
~I ~! ~~ :-,-""
::
1.1
::21
Z'
oC' ;,
~
z I
a:
;: Iii
~
...
'"
~
>- !
oC
..
0 ;,
..
-
- - ~ - ..
---~- ~ii~,-;"
r~ : r- 8,.
"
:. '.
l"lh .:
t
I
:
r+s 8:c
,
i
;' ~I
..
I
IS IH "
:
Jr.
.
EI :
.
~" "J.
; 1 ~
I .
.
~
" -
~
i
!
1
:..:..
I
.
~
..
.
'0
"
..
: ;.
......-:..
- -.
I
&
'&
;:; t
..
.
~
o
..
...
..
=
~
o
~S
:
HI
:
L"
!
....
I. r t
,,~
_:'-.
:'." '-''-'-
T.:. ' T...!
.~ ~! .
.1 · ·
:8, J ! .
.'. t..
.-..- if:" "of
f.. ....
:. ,.: I ;,
.:. .. I 8 lof~.
e , .: f"
. ; .'
. il -n..-+ .. ~
· : .; ~J .
..,8!21'"
, =:. ..: I :c .1...1....... i-
, ... -.- cc
· ~ :+:. irt'.:l'" _._.-.......~...:..~~..r._.-
I ; .. -. r:-- ~ T"TI T8.,....,. .-r,
I'.. . '. I, . . I'
i :.. . ~: it ! I ~ t i I
.1 ~;! 1.: ! L~ ~I I:, 11;.!!1
· · ;iI-+ f ,
.: : i " ::,' ~.:. i" "t... ~ f ,
:.~ .: 11 . I ...: 1.1
t::' :: i '" "+ i fL'1 II i
.. e. ir . 11..1.
:... ::
. .
. .
. ..L..I... .
STD. PLAN A20B
. ..
... --
,.......,
Te I~
-r-
~
~
~
~
,...
~
1
1..-
,,~
'"
It
:l-
'"
.
s.
J
s
i
"
02 ~8?
.
...
a:
ZIII
~Cl
I:~
~IUU
II =~ ~
Ow C oC
;.~~ll
I., ;i~.i
=- ZIII
!..,!
.~...
IIIU
>-
~...
..I&.
~
iI:
t-
1
"
Ii
-
t ; 1
"~ ~ 1 I
c ,~ c
~f.::t~T:I: 1:=1 :J-:l
-. . - - ...-
~ .. .. ~ ~ ~
.ilrO:
A.....).(
I,-~-~O;':~' : 8r]~ IlJ =
. s '""' .. ' , ..
:- ~ ;: ., - 0
oi ~ _
t
~
"
... ~ ...
" -
.
,-.. ..
.. ..
. .. ..
: .. eo
.. ..
.. ..
+-.. ..
.. ..
. .. ..
:. .. ..
;-:1..j".
;.. ..
..1...-.. ..
~
J ~ t
a:~
""-
"..
a:~
oC",
::I'"
.
.
..
~
'"
oC
~
o
~
"
, ...
~ ~""7"~
- -.J~
,
....,
..
""
i!:
~
: <>
e. C
.. '"
.. ~
JL G
a:
I
..J. ..1
~ t Ie t
.. ..
. oC
:!l :!l
.~
t
-
..
.....
t
t~
...
~
w
o
:I
~
w
..
4
;,
I
I
I
,
i
I
IT'
tr "
III ~
;, ts
.
IT -
. .
~ LLg
-'--
.I.b'O:
1 _~-;""11 '0"".....' ~
I . .:.~ ~ ~
I
.
.
Q
- r0-
O 4,
;:
;: ~, \
~~I ~~:
z;: ~y
~ul ~"
)(~ ~-",,\:
; ~I -:)
: tF gl
<> ..
a: ;!
:!l
- -..
-~
t .:
_T i . ST
I I i
"'.. ;
i:
I. ..
.t t . .
!.7 !
1
f
'&
J
: J
in
'. .
. . .
i : .
. I' !
. .
t . :
, f '
! .. I
. = .
r r r r
j ;;;
I
j ~
. :
-. ';
'i.
.. ,
.! !
1- ~ 1
jl. ._
.n,
"11 :!!
liB
I: J a
. ..-
i
I
.
: J j
I Z w
~ ~ 1
~O I ~
)
I
i~
j -J!!;
~IJ 1)
. ~
i
~
z
'"
:0
~
.
'"
a:
~
'"
a:
o
\1
oC
'"
a:
oC
~
.
a:
~
::>
'"
z
a.
:0
.
a:
~
;;
'" .
~
'"
z
51 ,
~
OJ
'"
'"
a:
'"
~
.i;
T~:'
~ 0 ;1
:. ,~
;+-_ .r.:
,
,
,
II
o
o
~
.
a.
o
l!i
'"
z
.
~
I ~"'! t
i 0
II II I !
! ~ 0 i ;
: +-,.;. 7 t
, : ![J/ !
1I~
$0
~-
!
~
o
o
II
..
~
...
"
'--
i Ii
il!
i: I
: II
, "
- ,
o
~
!
:!
.'
,
L
.-
"
~
.. .
~ r } I
, ,.
L";'"
-'r-
.
.
-
.
i'
-,---: ~,
. .
t; - U
r- . .u
r-+-- -
I :
II
~~ !
. It - $
G~ j
SI ,-
j : *=
I .
u I :
~ ~ co
,
I
.
..
I
:
.
~ i
z
...
:0
~ :
.
w I
a:
~ ~
;:;
a: ~
0
~ !
.
...
a:
.
~
.
a: .
~ i
::>
... . \
z
a. =,
:0
. i1
0:
w .t.
OJ .1=
z
. tl!
0:
~
Z
... oC
.
"
5
w
Q
STD. PUN
A20C
__ ,_ .....,: ...., .1Ir'I:
~~10'~~ ~~~ii~lrT1~
~~, - ilJ~ldJ:
..",
w.
...
a:~
.....
:lQ
I {I' 7. ~"':'l
. ~ 1 u
. j .. ~D~
,
1
i J j
1 - ,
. I .
. , 4 1
~ J f '
I J i ~
.. .. .. j
;srrri
.--=.
o ~ e J
~J
i i
t, ;;
i:j i
i1' .
.==i .:
i
~
.
!
,
;
.-
..
~I
"
oC
a:
~
-
;;
..,
-
oC
0..
o
~
..,
z
.
... .
~
~ L\ ;,
:if
5
I
I~
.ji
:5 J
1. _
-I"
I. .
~1 J
Ijj
I:,
f~
.
.
\W
~~
.. &!m"
i..
., :,;,
I
...z-,-. .
:L.
;.. 0
rt~
I , I 0
I .
: ~ r-
~~~O,
;:.;;. .
; ; I 0 i
I:jn~
II'
Lf~
, 0
II
i 0
'--
..
:!
...
Q
tOt
02
382
.
III
'1: ...
-
...
u
-
II.
II.
C
I c.
- ......
J ," a:
i _ =: ~
.. . l:C
=. C'" Q
", Ilea
. - u
. le_
i cA.
c~
2'"
I-
Z
:II
a
II
:.
e
..
.
.
t, iV.1
-I) II
iii- i I
-r;:r~ ...!
pr: 1':
. :! .. l
I - co ..:
I '---: l I
'-,-- . I
:L. .
... at 1.
rr; i I
!.I : I! I
: ~ +--_ J. I
'.i : IE
. I - -J
ll~~ . "
::: I .. Ii
.! . f:
i t-.-_ .,.
I'. i
I I -::. ·
a ~CD
I I -t;.
T=
II ..
I =
..
:! .&-.-.
l'l t: J
~
~
j
J
i
!
!o i ;.
a:! f ,-i-'?j ~
'0 ~f;.-c
r~!l:i
STD. !'u.. .200
;
.
ii ;.
h ~
:. s= .,
, '-~-1
I '3\ii$ll;
~ : ~ ~
'..J. ...
,J t
.
.
I .... ...h
!s.m~ 'llI1..... ;
-LU. ::
~
~
u
~
~
o
.
: j
; ;;
1
o } .
j\" .. ;
. .
. -
. . .
i i :
J
i ; ; i
: : I
O!l J
.Qn1 :
f1'~iO~"'-"">';
- - ~
~ ~ -
a: "'I
....
....
a:~
.....
20
..
.,
1,'
i..i !
l: 0
Ii
~
.ft \
!!
. .
-,;
~. -4
r
!
. .,
!
.
i
.1
~.
,
l:
!
,
o
:l .J t =
~ ~
01
~
01
c
01
II
~ II
II
1
II
1
I
.
i! fUU fiJ:~ i
<C~ SiU_4 Lll..
2~ -~..I ~ ..
... ..
;~ r
~'" I ::. -
w~ _ .
~S~; i
..", 8, Q J
~~ , :r
~u ~
~; U;: 0:: ~
~L.i ~ ~ :;
Ii
Ii !l. I
IOd.
i ~'! i
I!! 'J' ;
t . .' '"
"f.i,)1
!.I "11
I"UJ[-,;
I1J= !
:, t J
f ..
!
;
r: I
.. ilrY
IIi lo~
; TI~
---.
co .
co ,
co .
co ;
co .
--t
co .
co !
';" Q) ::
=!. .J *::tJ
. .,
~
..
~
01
~
~
a
6
iJ
!
o i
~
r/
ra
"
1
~ rO
oil.
~
II
1
j
J
o J
o c
o I
o -
V
10
.. '0
~T
01
..
-
II
02 382
.
II
a
-
~
u
i:
...
'C
C.
'''"::I
: ~
, '1=..
!_'CQ~
.. .
:. C~i
;'tIIQ
fW_
'C"
. ~
;1-
)0
Z
II
:I
II
:.
C
..
lTD. 'LAN A24A 02 382
....
I -"
~ .. .~" , .
,
I d aI
, - ----= . ~ . .1
I 0
: -~ -w
j :::::-::::::: , ; ,'e
~J ~: - -+ :> if; E ~
--- ..' o.
j :I il ~'" I'
....-----; ... i~ _,.. C lC
.. !jZCl!
...
-. :.c
. I- II
l:! .
..... l! >
r- c
.' &.
I I .....
; .
~ , 0 I I
;. , 0:
I ..l-~ I ....t ..
I "ill ~ " oi-
I .,.~> .. .f.i.1
, . '" I I i-
I I ... l ' . dC'
I .. ; I i~r
i ...
. !; ~;I
'" ....
......
;-......,~
........
..
.
tf'l:/
_!~!i
J-cI~
!:I~I
Q. ..!~
:ja:a
r-
; .
, .
, i I
I ;
I
I ,!
~
-4"
.
.
;,
I I
L
~..
.-..0-"
-
r-
I I
.
o
, 0:
'Ij-~
"i -
1!~
~
,
r
I j t
I
I-
;,
, ,
-L ..
" o.
'T a:i.:
I a::~u
i;ii
,I !;:3
I .:;::
.. "'5~
::;..
.
..
I I,
.L i
L
.-O-.,l
.L!
, ,
.
0
0:
0:
-I. 'C
" i~
r ~::
'"
I ...
..
. ...
:'
t '
, I
.
!
r : I
..0.-..
1
.
o
0:
0:
-I. - 'C
" i-
c!!
r .~
I ~
..
.
.
....,
.
7
~
:
'=-=-
~
- : ,
:
(,'
:
:
=- -
;--=-
~
L
:
,
~
r-
c'
S TO, PLAN 10240
"
~
~
-Ei~
::i
:'1
oil
'II
..:()
-
~
Q
~
~
':
~
c
'- (
.
.
=--
:; ,-
: 4=f
i: ( ");
~~
::: -:- l ~~ ~
,
-'-
'iT
,;
I ~
~
I .c
.....
I ~~T
I~
~;
~ ~
! .
:
'-J
;
.
~= , ~ :;
( ] )T
: I
. ('
~
I.
~
r I , JT
I
; -
is
r I '-=i ~
.
~
: ; ~
.
.....
-.-
.
;;
L
rl
:
:
.....
'iT
-=- ;-
l-'=f !
; :.
~~ r:;
I.
...; ~
10
....
'i -:
'-H
~
r '
l
-
~,
~,
~
~l
(,
:'r-.
I.
- -
02 382
.
'='
I~
".
.c
~f;:;
,- c u
='....0...
:; 3: ~ i
-III
!~
"111
>
~
II.
~,
..
-
l!l
~
~
':'
~
! d
I ;,
h Hi
.. "-a
;; iJ~
j; ;iJ
IJ f:
oi II!
I. -.'_
H.U
~ !
.
,;
;i
..
'!
s
02 382
AGREEMENT
02 38?
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this l(.TI+ 4ay of ll..eCe"'l ~ 2002, between the
City of San Bernardino (hereinafter "City), and L.. \" A G ~.~ tr" e--\, () '" (hereinafter "Contractor").
I. For and in consideration of the payments and ~~~ts'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
PAVEMENT REHABILITATION
ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARATOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
SHENANDOAH WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT PARKWAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
in strict conformity with Plans and Special Provisions No. 10510 , and also in accordance with Standard
Specifications for Public Works/Construction, 2002 Edition, on file in the Office of the City Engineer Public
Works Division, Department of Development Services City of San Bernardino, which said Special Provisions and
Standard Specifications are hereby especially referred to and by such reference made a part hereof.
2. Contractor agrees to receive and accept the prices as set forth in the bid schedule as full
compensation for furnishing all materials and doing all the work contemplated and embraced in this agreement;
also for all loss or damage arising out of the nature of the work aforesaid or from any unforeseen difficulties or
obstructions which may arise or be encountered in the prosecution of the work and for all risks of every
description connected with the work; also for all expenses incurred by or in consequence of the suspension or
discontinuance of work, and for well and faithfully completing the work and the whole thereof, in the manner and
according to the Plans and Special Provisions, and requirements of the Engineer under them.
3. The Contractor herein covenants by and for himself or herself, his or her heirs, executors,
administrators, and assigns, and all persons claiming under or through them, that there shall be no discrimination
against or segregation of, any person or group of persons on 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.
AGREEMENT: PAVEMENT REHABILITATION ON
LEXINGTON WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
SARATOGA WAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
SHENANDOAH WAY FROM HALLMARK PARKWAY TO CUL-DE-SAC
GEORGIA BOULEVARD FROM GANNETT PARKWAY TO SARATOGA WAY
GANNETT PARKWAY FROM GEORGIA BOULEVARD TO HALLMARK PARKWAY
02 387
4. City hereby promises and agrees with the said Contractor to employ, and does hereby employ
the said Contractor to provide the materials and to do the work according to the terms and conditions herein
contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner,
and upon the conditions above set forth; and the same parties for themselves, their heirs, executors, administrators,
and assigns, do hereby agree to the full performance of the covenants herein contained.
5. It is further expressly agreed by and between the parties hereto that should there be any conflict
between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing
herein shall be considered as an acceptance of said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the year
and date first above written.
CONTRACTOR
CITY OF SAN BERNARDINO
rVfjl~ t
&----
ITH VALLES, Mayor
City of San Bernardino
Name of Firm:
(/
BY:
MAILING ADE;SS: ~
~(nO lA1 .k,
_r\.o,M(~'1u W(AIv1n:Y" (A... ~'\1~()
~~b~~
HEL CLARK, City Clerk .
PHONE NO:d.1l C\ ~4 d-:S--q (
APPROVED AS TO FORM
AND LEGAL CONTENT:
JAMES F. PENMAN, City Attorney
cr7.~
I~ '~ "Ij
ACORD~ CERTIFICA TE OF LIABILITY INSURANC~I~~DDS DATE (MMIDDIYY)
-.- ~ 12/23/02
PRODUCER THIS CERTIFICATE IS ISSUED AS A MA TIER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
CROSBY INS, , INC, HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
8181 E, KAISER BLVD, ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
ANAHEIM HILLS CA 92808
Phone: 714-221-5200 Fax:714-221-5210 INSURERS AFFORDING COVERAGE
INSURED INSURER A: STEADFAST INSURANCE CO.
INSURER B' Starnet Insurance Company
LAIRD CONSTRUCTION CO. CORP. INSURER C STATE COMPENSATION INS.FUND
9460 Lucas Ranch Road INSURER 0 AME. INTNL. SPECIALTY LINES ~.
Rancho Cucamonga CA 91730-5797
I INSURER E Roval Surplus Lines Ins. Co.
COVERAGES J"l. -orCD
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING -01..;;(., 2 ;
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR 2002
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCHl41RD
POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CONco.,.
INSR TYPE OF INSURANCE POLICY NUMBER ~2~lrlM~~5miE P~..}TE~i~f~~lN LIMITS "~U., INf'
LTR
GENERAL LIABILITY ! EACH OCCURRENCE $ 1000000
-
A X COMMERCIAL GENERAL LIABILITY SC03989903-00 03/20/02 03/31/03 FIRE DAMAGE (Anyone fire) $ 50000
- n CLAIMS MADE ~ OCCUR $ Excluded
MED EXP (Anyone person)
~ XCU Inc PERSONAL & ADV INJURY $ 1000000
X BFPD Contr Liab GENERAL AGGREGATE $ 2000000
c- $ 2000000
GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG
Ii rjilPRO n
POLICY X JECT LOC
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
B ~ ANY AUTO 2SMCC2BAUOO1504 01/01/02 01/01/03 (Eaaccident) $1000000
H ALL OWNED AUTOS BODILY INJURY
H SCHEDULED AUTOS (Per person) $
J HIRED AUTOS BODILY INJURY
-, $
NON-OWNED AUTOS I (Per accident)
-
,- PROPERTY DAMAGE '$
(Per accident)
GARAGE LIABILITY AUTO ONLY - EAACCIDENT $
=j ANY AUTO OTHER THAN EAACC $
AUTO ONLY AGG $
, EXCESS LIABILITY EACH OCCURRENCE $ 9000000
D ~ OCCUR 0 CLAIMS MADE BE47628l0 01/01/02 01/01/03 AGGREGATE $ 9000000
$
R DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND X I TORY' OMITS I IVER'
C EMPLOYERS' LIABILITY 046000869602 01/01/02 01/01/03 $ 1000000
E.L EACH ACCIDENT
, E.L DISEASE - EA EMPLOYEE $ 1000000
E.L DISEASE - POLICY LIMIT $ 1000000
OTHER
E Railroad Protectiv K2HA120908 07/17/02 07/17/03 Occurrenc $2,000,000
Aggregate $6,000 000
DESCRIPTION OF OPERATlONSlLOCATlONSNEHICLESJEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
Re: Pavement Rehabilitation on Lexington Way, Saratoga Way, Shenandoah Way,
Georgia Blvd. & Gannet Parkway. City of San Bernardino is named as
Additional Insured. *10 Day Notice of Cancellation for Non-Payment of
Premium.
CERTIFICATE HOLDER I N I ADDITlONALINSUREDj INSURER LETIER; CANCELLATION
SANBER7 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRA TlO~
DA IE THEREOF, THE ISSUING INSURER WILL MAIL -!.3.Q. DAYS WRITTEN
CITY OF SAN BERNARDINO NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, -- ,no"""
Attn: Public Works Division I ~.,nn'" - ,- . - - '-"_<0 .- .
300 North "0" Street I~~~~~
San Bernardino CA 92418
ACORD 25-S (7/97) --...:::::,. '~AC(lRD-CORPORA TION 1988
2
....
, )
?82
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25-5 (7/97)
02 J82
ZURICH
Steadfast Insurance Company
POLICY NO. EH. DATE or POl. EXP. DATE or POL. Err. DATE or PRODUCER DATE
ENDT. TRI-CITY PREPARED
SC0398990300 03/20/02 03/31/03 03/20/02 BROKERAGE. INC. 12123102
Named Insured:
Laird Construction Co. Corp.
Additional Insured - Primary Non-contributory,
Waiver of Subrogation, Notice of Cancellation
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
SCHEDULE
Name of Person or Organi2ation: Where required by written contract.
1. Who is An Insured (Section II) is amended to include as an insured the person or organi2ation shown
in the Schedule, but only with respect to liability arising out of "your work" or premises owned by or
rented to you.
Also, the insurance provided by this policy will be primary and not-contributory insurance, but only as
respects a claim, loss or liability arising out of the insured operations or work on behalf of you performed
under an "insured contract" between you and the person organi2ation shown in the schedule above, that
requires you to maintain such primary and non-contributory insurance and to include them as an
additional insured.
2. The following is added to Section IV, Conditions, paragraph 13, Transfer of Rights and Duties under
this Policy:
If you are required by a written contract or agreement, which is executed before a loss, to waive your
rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights applies only
if you are required by a written contract or agreement, which is executed before a loss, to waive your
rights of recovery from others, and shall not be construed to be a waiver with respect to any other
operations in which the insured has no contractual interest.
3. In the events that this policy is cancelled before the expiration date thereof, the company will mail
sixty (60) days prior written notice to the additional insured(s) if such prior written notice of cancellation
is required by written contract or agreement.
COU~g~
---- .
Authori2ed Representative
STF-CGL-1699A CW (7/98)