Project Information

Bid Title

West Ripon Road Overlay Project

Issuing Agency

City of Ripon

Location

California

Published Date

Mar 17, 2026

Closing Date

Apr 1, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

West Ripon Road Overlay Project

Department: Engineering
Start Date: 03/17/2026
Close Date: 04/01/2026 3:00 PM

SEALED BIDS will be received by the City Clerk of the City of Ripon at 259 N. Wilma Ave., Ripon, California until 3:00 pm, Wednesday, April 1, 2026 for the West Ripon Road Overlay Project.

NO PRE-BID MEETING AND JOB WALK.

Bid Set Project Documents:
Plans: West Ripon Road Overlay Plans (PDF)
Specs: West Ripon Road Overlay Specifications (PDF)

Addendums:

Bid Results:

Notice of Intent to Award:

Disclaimer Regarding Project Bid Documents & AB 2036 Compliance

This website is a free service provided by the City of Ripon ("City") for review and download of project bid documents. This site is the only sites for prospective bidders to obtain information and digital copies of official City bid documents.

The City does not warrant, represent, or guarantee the accuracy or completeness of any bid documents and/or information retrieved from any third party source. The City is not responsible for any loss or damage including, but not limited to, time, money, or goodwill arising from errors, inaccuracies or omissions in any third party bid documents and/or information.

Be advised that the information contained on this website may change over time and without notice to prospective bidders. It is the responsibility of each prospective bidder to check this website on a DAILY bases through the close of bids for any applicable addenda or updates.

City bid documents are provided electronically and free of charge. Each prospective bidder must download and print all bid documents for review and bid. It is the responsibility of each prospective bidder to verify the completeness of their printed bid documents before submitting a bid and accompanying executed addenda acknowledgement, and other required forms.

Attachment Preview

GENERAL NOTES

1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF

THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING

HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE

SOLE NEGLIGENCE OF THE CITY OF RfPON.

2. THE CONTRACTOR SHALL NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT

(U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE

TOLL-FREE NUMBER {800-642-2444).

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING

FACILITIES INCLUDING LAMPHOLES. MANHOLES, HYDRANT MARKERS, SURVEY MONUMENTS,

AND WATER VALVES, £CT., WITHIN THE CONSTRUCTION AREA.

4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE

WITHOUT WRITTEN AUTHORIZATION FROM THE CITY ENGINEER.

5. THE CONTRACTOR SHALL EXPOSE EXISTING STORM DRAINS, SANITARY SEWERS, AND

WATER LINES WHERE CONNECTION IS TO BE MADE SO THAT HE CAN VERIFY EXISTING

FLOWLINES AND LOCATIONS BEFORE THE START OF CONSTRUCTION.

6. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND VERIFY ALL UTILITY

LOCATIONS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL

EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE

OF THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER

CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES, UTILITIES AND

SERVICES TO THE DEVELOPMENT.

7. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN OR

OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE

CURRENT ISSUE OF "MANUAL OF TRAmc CONTROLS WARNING SIGNS, LIGHTS AND

DEVICES" FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS PUBLISHED BY THE

STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.

8. CONTRACTOR SHALL REMOVE ALL EXISTING BERMS, STRUCTURES AND BARRICADES,

PAVING AND/OR OIL SCREENINGS WITHIN SPECIFIC AREAS TO BE IMPROVED.

9. THE omcE OF THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN

ADVANCE OF ANY WORK.

10. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE DONE IN ACCORDANCE

WITH THE REQUIREMENTS OF THE CITY OF RfPON, DEPARTMENT OF PUBLIC WORKS

STANDARD PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE STATE OF

CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS.

11. CAS AND ELECTRICAL UTILITIES, TELEPHONE AND CABLE TV UNDERGROUND WORK

SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF THE CURB, GUTTER, SIDEWALK

12 IF REQUIRED, THE CONTRACTOR SHALL ADEQUATELY DEWATER THE TRENCH AREA IN

ADVANCE OF TRENCHING FOR UTILITIES, ETC. LOCATION OF WELLS FOR USE IN

DEWATER/NG MUST BE APPROVED BY THE ENGINEER.

13. THE CITY OF RIPON OR ASSOCIATED UTILITY COMPANY AND RESIDENCES TO BE

AFFECTED SHALL BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVCI E DISRUPTION.

A 48-HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION.

14. DUST SHALL BE CONTROLLED PER SECTION 10 OF THE STATE OF CALIFORNIA,

DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS AND THE CITY OF RIPON'S

SPECIF/CATIONS.

15. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF RfPON,

DEPARTMENT OF PUBLIC WORKS, OR ANY OTHER APPLICABLE AGENCIES PRIOR TO

COMMENCEMENT OF WORK WITHIN EXISTING CITY RIGHT-OF-WAY.

16. THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION

OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEET IN

17. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF

ANY DESIGNATED UTILITIES WITH RESPECTIVE UTILITY COMPANIES.

18. SECTION 1540 (a) (1) OF THE CONSTRUCT/ON SAFETY ORDERS (TITLE B CALIFORNIA

ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND

HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND

HEALTH ACT OF 1913, AS AMENDED, WHICH STATES:

"PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE

WHETHER UNDERGROUND INSTALLATION, I.E., SEWER, WATER, FUEL, ELECTRIC

LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND

INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE

APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION

SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT

IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE

EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES

IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST

48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION'.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND, ALL DAMAGE OCCURRED TO EXISTING

UNDERGROUND LATERALS, PfPELINES, Etc.

CITY OF RIPON

WEST RIPON ROAD

RESURFACING

PROJECT

SHEET INDEX:

1. COVER SHEET

2. OVERVIEW

3. TREATMENT OUTLINE

4. STRIPING

5. DETAILS

N

SEINl(j.S

CALL USA TOLL FREE

1-800-642-2444

BEFORE PLANTING TREES, TRENCHING, DIGGING FENCE POST HOLES,

BLASTING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, £CT.,

CALL UNDERGROUND SERVICE ALERT FOR UNDERGROUND CLEARANCE.

USA WILL PROVIDE INFORMATION ABOUT, OR LOCATE ANY AND MARK

UNDERGROUND FACILITIES FOR YOU.

SACRAMENTO

RIPON

CALIFORNIA

APPROVED BY.·

CITY ENGINEER

REVISIONS

NO.

DESCRIPTION

DATE

BY

CITY OF RIPON

259 N. WILMA AVE

RIPON, CA 95366

TELEPHONE: (209) 599-2108

JOB/-

DATE:

2026

SCALE.·

DRAWN BY:

CHECKED BY.·

FILEV:£14_Slmits\W. Ripon flood Overlay Project\Design\Drowings\PDF\Bid Set

CITY OF RIPON

WEST RIPON ROAD RESURFACE PROJECT

COVER SHEET

SHEET

1

OF-

5

N

CITY OF RI P ON

0

120

60

Feet

N

CITY OF RI P ON

0

120

60

Feet

N

CITY OF RI P ON

0

120

60

Feet

NOTES:

1. UNDER WA/ER QUALITY ORDER 99-08-DWQ, IT IS THE OWNER/DEVOPER'S

RESPONSIBILITY TO COMPLY WITH THE STATE OF CALIFORNIA NPDES REGULATIONS.

2. THESE PLANS FOR SEDIMENT AND EROSION CONTROL MEASURES, TO BE USED, AND

SHOWN ON SAID PLANS WILL BE INSTALLED UPON PROJECT COMMENCEMENT AND MAINTAINED IN

OPERABLE CONDITION AT ALL TIMES.

3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES

DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT

CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN

IS IMMINENT.

4. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE

CITY ENGINEER.

5. THE CONTRACTOR SHALL INSTALL ALL EROS/ON/SEDIMET CONTROL DEVICES TO WORKING ORDER TO

THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.

6. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED

BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN

CIRCUMSTANCES WHICH MAY ARISE.

7. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO

PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS

CONDITION.

8. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PIAN SHALL BE

INCORPORATED HEREON.

9. GRADED AREAS AROUND THE PROJECT PERIMETE MUST BE DRAINED AWAY FROM THE FACE OF

SLOPE AT THE CONCLUSION OF EACH WORKING DAY.

10. ALL REMOVAL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING

DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.

11. THE CITY WILL PREPARE A STORM WATER POLLUTION PREVENTION PIAN (SWPPP) FOR THE

PROJECT. THE SWPPP WILL INCLUDE CONSIDERATION OF STORM WATER BEST MANAGEMENT

PRACTICES WHICH SHOULD BE INCORPORATED INTO THE PROJECT DESIGN AS WELL AS

MEASURES WHICH WILL BE IMPLEMENTED DURING THE ONGOING USE OF THE PROPOSED

PROJECT IN ORDER TO MINIMIZE URBAN RUNOFF OR OTHER CONTAMINATION.

12. THE CITY WILL FILE A NOTICE OF INTENT WITH THE REGIONAL WATER QUALITY BOARD.

Flow-+-

rlnlet

--+-Flow

Spillway, 1-bag high

TYPICAL PROTECTION FOR INLET ON SUMP

Gravel begs

2-bags high

r Fa= of Curt,

7---Flow

/Inlet

Spillway, 1-bag high

TYPICAL PROTECTION FOR INLET ON GRADE

Gravel bags

2-bags high

NOTES:

1. Intended for short-term use.

2. Use to inhibit non-storm water flow.

3. Allow for proper maintenance and cleanup.

4. Bags must be removed after adjacent operation is completed.

5. Not applicable in areas with high silts and clays without filter fabric.

FIBER ROLL

•

NOTES:

A SINGLE RING OF PROTECTION

USED WHEN CB/DI/INLET OR MANHOLE

IS ON AN EXISTING HARD SURFACE, E.G.

ROAD , CONCRETE ECT., DOUBLE RING

OF PROTECTION SHALL BE USED WHEN

CB/DI/MANHOLE IS LOCATED AND

SURROUNDED BY EXISTING LOOSE

GROUND/ EARTH.

"" 2" THK 3/4" A.B. (typ.)

SEE NOTES

BELOW (TYP.)

STAKES PLACED AT CORNERS

AND ENDS TO HOLD IN PLACE

ON EXISTING GROUND.

/

vAR1r0f

WC

�tyP·)

s��Rits

(typ��l

PAVEMENT REPAIR

6" GRIND

6" A.G.

[UNNATDIIVSETUGRRBOEUDND

SCALE: NONE

NOTES: FOLLOW MANUFACTURES SPECS ON JOINING AND APPLYING FIBER ROLLS,

OTHERWISE USE THE ABOVE GUIDELINES. ENDS SHALL BE ABUTTED TOGETHER

RATHER THEN OVERLAPPED.

1. CONTRACTOR AND CITY INSPECTOR SHALL MARK

ALL AREAS TO BE REPAIRED IN FIELD PRIOR

TO WORK BEGINNING.

NO. REVISED BY

DRAWN BY:

AJM

CHECKED BY:

SCALE:

NONE

GENERAL SWPPP

PROTECnON NOTES

CITY OF RIPON

CITY ENGINEER 58093

DATE:

7-5-05

STANDARD NO. SWPPP-1

NO.

REVISED BY

DRAWN BY:

AJM

CHECKED BY:

SCALE:

NONE

STORM DRAININLET

PROTECnON

CITY OF RIPON

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NO. REVISED BY

CITY ENGINEER

58093

DATE:

07-20-04

STANDARD NO. SWPPP-2

DRAWN BY:

AJM

CHECKED BY:

SCALE:

NONE

RELDINLET

MANHOLE PROTECnON

CITY OF RIPON

CITY ENGINEER

58093

DATE:

7-5-05

STANDARD NO. SWPPP-5

NO. REVISED BY

PROPOSED GRADE OF MANHOLE FRAME

VALVE BOX FRAME, OR MONUMENT

COVER FRAME.

1" THICKNESS OF 3/8" A.C.

RISER RING

�+-- CLASS "B" CONCRETE

6" (MIN.)

COLLAR AROUND FRAME

NOTES:

ELEVATION OF FRAME SHALL MATCH RN/SH

GRN!E OF ADJACENT PAVEMENT + 1/8'.

ADJUSTING EXISTING FRAMES

PROPOSED GRADE OF MANHOLE FRAME

VALVE BOX FRAME, OR MONUMENT

SOLDIER COURSE SHALL BE INSTALLED AROUND

MANHOLE OR AS DIRECTED BY CITY ENGINEER

(

I 80MM CONCRETE PAVER

ASPHALT DEEP

LIFT REPAIR

CITY OF RIPON

STANDARD NO.

QETAL 1

FIEW LEVEL JIICRO-TEXTURE 41

POINTS PER SQUARE INCH

DETAIL 2

BOSS AROUND PERIMETE

ANO AT CENTER OF TIL£

SEC1g\lA-A

SOUND-ON-CANE AJ./PUFYING

SISmf TYPICAL THROUGHOUT

[ O.OJ" :x 0.875" DIA. TYP. 0

1.51/1.75" 0/C OFFSET

P. C.C. COLLAR BETWEEN

FRAME &- ECCENTRIC CONE VARIES

6" {MIN.}

GAI..ZANIZED OR STAINLESS STEEL

ANCHOR BOLTS

mr PJAN

TRUNf,ATFQ DQMfFAS1FNf8IOCATION

AETAL I

mr �FCT1DN

TRUNf.ATED DOME FASTENER LOCATION

NO. REVISED BY

1f, DRAWN BY:

CHECKED BY:

SCALE:

NONE

TRUNCATED DOMES

ATTACHING TO EXISTING

CONCRETE DETAIL

CITY OF RIPON

APPROVED

NO. REVISED BY

CITY ENGINEER

DATE:

STANDARD NO.

RCE-64107

ST-29a

1f, DRAWN BY:

CHECKED BY:

SCALE:

NONE

NOTES:

ELEVATION OF FRAME SHALL MATCH RN/SH

t GR,4J)E OF ADJACENT PAVEMENT 1/8'.

MINIMUM OF J ANCHOR BOLTS MUST BE USED.

ADJUSTING NEW FRAMES

TRUNCATED DOMES

ATTACHING TO EXISTING

CONCRETE DETAIL

CITY OF RIPON

APPROVED

NO. REV/SEO BY

CITY ENGINEER

DATE:

STANDARD NO.

RCE-64107

ST-29b

DRAWN BY: MCP

CHECKED BY: DJR

SCALE:

NONE

Adjusting street

Facilities to Grade

CITY OF RIPON

CITY ENGi

DATE:

2-2-99

M-6 STANDARD NO.

APPROVED BY.·

CITY ENGINEER

REVISIONS

NO.

DESCRIPTION

DATE

BY

CITY OF RIPON

259 N. WILMA AVE

RIPON, CA 95366

TELEPHON (209) 599-2108

l JOB

DATE:

2026

SCALE:

DRAWN BY.·

CHECKED BY.·

RLEV:/U_Slreels\W. Ripon Road Ovetloy Projecl\Oesign\Drowings\POFjBid Set

CITY OF RIPON

WEST RIPON ROAD RESURFACE PROJECT

DETAILS

SHEET

5

or-

5

Commodity Codes

• NAICS 237310Highway, Street, and Bridge Construction

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