HomeMy WebLinkAbout2026/03/24 City Council Resolution 2026-023 RESOLUTION NO. 2026-023
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK
FINDING THE 2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
(CIP2508) EXEMPT FROM CALIFORNIA ENVIRONMENTAL QUALITY ACT
(CEQA) PURSUANT TO CEQA GUIDELINES SECTION 15301(C),APPROVE THE
PLANS AND SPECIFICATIONS,AWARD THE CONSTRUCTION CONTRACT TO
TEAM GHILOTTI, INC. FOR AN AMOUNT NOT TO EXCEED $8,622,510.00,
AUTHORIZE THE CITY MANAGER TO APPROVE UP TO $1,293,376.50 (15%) IN
CHANGE ORDERS,AUTHORIZE TASK ORDER 2026-02 WITH GHD INC. FOR
CONSTRUCTION MANAGEMENT SERVICES FOR AN AMOUNT NOT TO EXCEED
$884,896.00, AND AUTHORIZE AN INCREASE IN APPROPRIATIONS IN THE
AMOUNT OF $374,334
WHEREAS; in April 2024, the City completed a pavement management program report,
which provides a five-year pavement management plan to guide the City with pavement
maintenance treatment and timing; and
WHEREAS, the 2025 Pavement Preventative Maintenance Project(CIP2508) (Project)
is a city-wide project intended to maintain and repair roadways as identified in the report. The
project will include overlays, cape seals, slurry seals, curb ramp replacements, dig-out repairs,
and crack sealing streets; and
WHEREAS, the plans and specifications for the Project were prepared by GHD Inc. and
approved by the City Engineer; and
WHEREAS, consistent with Public Contract Code, an invitation for bids was posted and
published on January 13, 2026 and January 16, 2026; and
WHEREAS, six(6) sealed bids were received at the bid opening on February 19, 2026,
and were publicly opened; and
WHEREAS, staff reviewed the bids and determined that Team Ghilotti, Inc. submitted
the lowest responsive and responsible bid in an amount of$8,622,510; and
WHEREAS, staff posted a Request for Proposals (RFP) for construction management
and inspection services and received proposals from five (5) consultants; and
WHEREAS, staff reviewed the proposals and found GHD Inc., the most qualified to
perform construction management and inspection services on the Project in the amount not to
exceed $884,896; and
WHEREAS, staff is recommending authorization of the City Manager to execute
construction contract change orders up to 15% or $1,293,376.50 and for the Finance Director to
increase appropriations in the amount of$374,334 from F4273 SESP Valley House Fund to
allow for additional paving work to occur on the remainder of Camino Colegio from Mitchell
Drive to Bodway Parkway and for any unforeseen conditions that may arise during construction;
and
NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Rohnert
Park that it does hereby authorize and approve as follows:
1. The above recitals are true and correct and material to this Resolution.
2. The City Council determines that the Project is categorically exempt from CEQA pursuant
to CEQA Guidelines Sections 15301(c)due to the Project involving only work on existing
streets and not expanding use and directs staff to file a Notice of Exemption with the Clerk-
Recorder's Office for the County of Sonoma.
3. The plans and specifications for the Project, on file with the City Clerk, are hereby
approved and adopted.
4. In making its findings, the City Council relied upon and hereby incorporates by reference
all of the bid materials, correspondence, staff reports and all other related materials.
5. In accordance with California Public Contract Code Section and any other applicable laws,
the City Council of the City of Rohnert Park hereby finds the bid from Team Ghilotti, Inc.
for $8,622,510 to be the lowest, responsive and responsible bid and waives any
irregularities in such bid in accordance with applicable law.
6. The City Manager is hereby authorized and directed to execute the contract with Team
Ghilotti,Inc.,Exhibit A,for the sum of Eight Million, Six Hundred Twenty-Two Thousand,
Five Hundred and Ten Dollars ($8,622,510) for construction of the Project in accordance
with the bid documents and applicable law upon submission by Team Ghilotti, Inc. of all
documents required pursuant to the Project bid documents.
7. The City Manager is hereby authorized for a change order authority of up to $1,293,376.50
(15%).
8. City staff is hereby directed to issue a Notice of Award to Team Ghilotti, Inc. for the
Project.
9. The City Manager is hereby authorized to execute Task Order 2026-02 GHD Inc. for
$884,896 for Construction Management and Inspection Services, as shown in Exhibit B.
10. The Finance Director is authorized to increase appropriations in the amount of$374,334
from F4273 SESP Valley House Fund to the Project.
BE IT FURTHER RESOLVED that the City Manager is hereby authorized and
directed to execute documents pertaining to same for and on behalf of the City of Rohnert Park.
DULY AND REGULARLY ADOPTED BY THE CITY COUNCIL OF THE CITY
OF ROHNERT PARK ON this 24th day of March, 2026.
C Y OF ROHNERT PARK
ATTEST: E anborn, Mayor
Elizabeth Machado, Assistant City Clerk
AP RQVED(AS 0 _
Y
kO‘ _ _
Michelle M. Kenyon, City Attorney
Attachments: Exhibit A, Exhibit B
ADAMS: Prt,(t GIUDICE: Qt.(e_ RODRIGUEZ: e. ELWARD: R�( SANBORN: e_
AYES: ( 5— ) NOES: ( � ) ABSENT: ( ) ABSTAIN: ( 0 )
Resolution 2026-023
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DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
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G-001
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NOT TO SCALE
PROJECT
LOCATION
SHEET INDEX
SHEET NUMBER DRAWING NUMBER SHEET TITLE
1 G-001 TITLE SHEET
3 TO 5 G-003 TO G-005
PAVEMENT REHABILITATION PLAN VARIOUS SHEETS
KEYMAP
6TO 24 C-101 TO C-119
PROJECT LIMITS
NOT TO SCALE
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CURB RAMP DETAIL SHEETS25 TO 32 C-401 TO C-408
2 G-002 GENERAL NOTES, LEGEND, PAVEMENT REHABILITATION PLANS SHEET LIST
CONSTRUCTION DETAILS33 TO 36 C-501 TO C-504
QUANTITY TABLES37 TO 38 C-601 TO C-602 ROHNERT PARK EXPWY
STREET NAME BEGIN END SHEET
LACROSSE COURT CUL DE SAC SOUTH OF LANCASTER CUL DE SAC NORTH OF LANCASTER C-101
LAMONT COURT NORTH LANCASTER DRIVE CUL DE SAC (NORTH)C-101
LANCASTER DRIVE CUL DE SAC (SOUTH)LYDIA COURT C-101
LANYARD COURT EAST LANCASTER DRIVE CUL DE SAC (EAST)C-101
LANYARD COURT WEST LANCASTER DRIVE CUL DE SAC (WEST)C-101
LASSEN COURT LANCASTER DRIVE CUL DE SAC C-101
LYDIA COURT NORTH LANCASTER DRIVE CUL DE SAC (NORTH)C-101
LANCASTER DRIVE MYRTLE AVE LIMAN WAY
C-101,
C-102,
C-103
LANCEWOOD COURT LORDS MANOR WAY CUL DE SAC C-102
LILAC WAY HOUSE #822 CUL DE SAC (EAST)C-102
LORDS MANOR WAY LILAC WAY LANCASTER DRIVE C-102
LIMAN WAY MYRTLE AVE LOMBARD WAY C-102,
C-103
LINDSAY AVENUE LIBERTY AVE LANCASTER DRIVE C-103
LOMBARD WAY LANCASTER DRIVE CUL DE SAC SOUTH OF LIMAN WAY C-103
MACAW COURT MAPLE DRIVE CUL DE SAC C-103
MCNAIR COURT MAGNOLIA AVE CUL DE SAC C-103
MAIDEN WAY MELODY DRIVE CAMINO COLEGIO C-104
MEDALLION WAY MAGNOLIA AVE MARISSA COURT C-104
MAGNOLIA AVENUE CAMINO COLEGIO MITCHELL DRIVE C-104
CAMINO COLEGIO E COTATI AVE MITCHELL DRIVE C-104
BODWAY PARKWAY CAMINO COLEGIO E COTATI AVE C-105
MICHAEL WAY MAURICE AVE CUL DE SAC C-105
EAST COTATI AVENUE (EAST)SNYDER LANE CITYLIMITS (EAST END)C-106
MITCHELL DRIVE MAURICE AVE CUL DE SAC C-106
MONIQUE PLACE CUL DE SAC SOUTH OF MAURICE AV CUL DE SAC NORTH OF MAURICE AV C-106
CADIZ COURT CIRCLE DRIVE CUL DE SAC C-107
CAIRO COURT CIRCLE DRIVE CUL DE SAC C-107
CALCUTTA COURT CIRCLE DRIVE CUL DE SAC C-107
CAPRI WAY CIELO CIRCLE SNYDER LANE C-107
CORAL COURT CIRCLE DRIVE CUL DE SAC C-107
CORINTH COURT CIRCLE DRIVE CUL DE SAC C-107
CORONADO COURT CAMINO CORONADO CUL DE SAC C-107
CORSICA COURT CIRCLE DRIVE CUL DE SAC C-107
AVRAM AVENUE 430 FT E. OF SANTA ALICA DRIVE SANTA ALICIA DRIVE C-108
ENTERPRISE DRIVE COMMERCE BLVD STATE FARM DRIVE C-108
SANTA ALICIA DRIVE AVRAM AVE AVA AVE C-108
REDWOOD DRIVE 1 COPELAND CREEK 130 FT S/COPELAND CREEK C-109
REDWOOD DRIVE 1 COPELAND CREEK (SOUTHBOUND)ROHNERT PARK EXPRESSWAY C-109
COMMERCE BOULEVARD 1 ROHNERT PARK EXPRESSWAY 290 FT W/O PROFESSIONAL CTR DR.C-110
COMMERCE BOULEVARD ENTERPRISE DRIVE ROHNERT PARK EXPRESSWAY C-110
DOWDELL AVENUE 1 MARTIN AVENUE BUSINESS PARK DRIVE C-111
LABATH AVENUE HINEBAUGH CREEK BRIDGE MARTIN AVE C-111
REDWOOD DRIVE 2 780 FT S/O J ROGERS LANE J ROGERS LANE C-112
REDWOOD DRIVE 3 180 FT N/MARTIN AVE EXT MARTIN AVE C-112
REDWOOD DRIVE 2 780 FT S/O J ROGERS LANE 180 FT N/MARTIN AVE EXT C-112
GOLF COURSE DRIVE W HWY 101 REDWOOD DR C-113
COMMERCE BOULEVARD 2 STATE FARM DRIVE REDWOOD AVENUE C-113
REDWOOD DRIVE 990 FT SOUTH OF GOLF COURSE GOLF COURSE DRIVE C-113
REDWOOD DRIVE 3 END OF MEDIAN TACO BELL/BURGER KING DW C-113
DOWDELL AVENUE 2 1875 FT S/MILLBRAE AVE.MILLBRAE AVE.C-114
MILLBRAE AVENUE CITY LIMITS (#148 MILLBRAE AVE)DOWDELL AVE C-114
ROBERTS LAKE ROAD PARK PARKING LOT CITY LIMITS C-114
REDWOOD DRIVE 4 DOWDELL AVE COMMERCE AVE C-114
GOLF COURSE DRIVE 1 RAILROAD TRACKS FAIRWAY DRIVE C-115
GOLF COURSE DRIVE W/WILFRED AVE REDWOOD DR LANGNER AVENUE C-115
EMILY AVENUE COUNTRY CLUB DRIVE ELLEN STREET C-116
SANTA CRUZ WAY COUNTRY CLUB DRIVE SAN BENITO WAY C-116
SANTA DORETEA CIRCLE 1 DEXTER CIRCLE DORIAN DRIVE C-116
SANTA DORETEA CIRCLE 2 DAVIS CIRCLE (WEST INT.)W/O DANIEL DRIVE C-116
COUNTRY CLUB DRIVE ROHNERT PARK EXPRESSWAY RACQUET CLUB CIRCLE C-116
SNYDER LANE 2 SAN FRANCISCO WAY SB CIRCULO GRANDE, NB HINNEBAUGH CREEK C-116
HUDIS STREET 1100 FT E/O FLORAL WAY COUNTRY CLUB DRIVE C-117
GOLF COURSE DRIVE COUNTRY CLUB DRIVE HILLVIEW WAY C-117
HAILEY COURT HILLVIEW COURT CUL DE SAC C-117
HALCYON PL HAILEY CT GOLF COURSE DRIVE C-117
GOLF COURSE DRIVE 2 HILLVIEW WAY GRANDVIEW WAY C-118
SNYDER LANE 1 MOURA LANE GOLF COURSE DRIVE C-118
EAGAN COURT EVONNE AVE CUL DE SAC C-118
ELEANOR AVENUE EMILY AVE SYNDER LANE C-118
SNYDER LANE HOLLY AVE CITY LIMITS (ROAD NARROWS)C-119
HEATH CIRCLE 1480 FT E/O HILLVIEW WAY SEE PLAN C-119
HOLLY AVENUE 1 HILLVIEW WAY SNYDER LANE C-119
HOLLY AVENUE 2 GRANDVIEW WAY DEAD END C-119
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
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E. IKECHI
E. IKECHI
M. EOFF
SHEET INDEX
G-002
2
GENERAL NOTES
1. ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION SHALL CONFORM TO THE MOST RECENT VERSION OF THE CITY OF
ROHNERT PARK STANDARD PLANS, CONSTRUCTION SPECIFICATIONS, AND DESIGN AND CONSTRUCTION STANDARDS AND THE
STATE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE NOTED.
2. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CITY
ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION OR THE INADVERTENT OMISSION OF ANY SUCH
INFORMATION.
3. PRIOR TO COMMENCING WORK ON THIS PROJECT, THE CONTRACTOR SHALL CALL:
PACIFIC GAS & ELECTRIC CO. (GAS AND ELECTRICAL) (707) 579-6200
AT&T BROADBAND (COMMUNICATION) (707) 544-7337
COMCAST (CABLE) (800) 945-2288
SONOMA WATER (707) 526-5370
CITY OF ROHNERT PARK - UTILITIES (WATER, SEWER, RECYCLED WATER, STORM DRAIN) (707) 588-2200
4. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO
ANYEXCAVATION FOR MARKOUTS OF EXISTING UNDERGROUND FACILITIES.
5. ANY DAMAGES TO CITY OR OTHER UTILITIES CAUSED BY PROJECT OPERATIONS SHALL BE THE CONTRACTOR'S
RESPONSIBILITY.
6. NO CONSTRUCTION SHALL COMMENCE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY OF ROHNERT PARK'S CITY ENGINEER.
7. THE CONTRACTOR SHALL OBTAIN A TRENCH SAFETY PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO
EXCAVATION OF ANY TRENCH GREATER THAN 5-FEET DEEP.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE OFF-SITE DISPOSAL OF ALL REMOVED OR DEMOLISHED BITUMINOUS
PAVEMENT, CONCRETE, REINFORCEMENT, AND SPOILS AS REQUIRED BY THE ENGINEER AND PER PLANS & SPECIFICATIONS.
9. ALL LANDSCAPING AND IRRIGATION SYSTEMS OR OTHER PRIVATE IMPROVEMENTS DISTURBED BY THE CONTRACTOR SHALL BE
REPAIRED OR REPLACED IN KIND OR AS DIRECTED BY THE ENGINEER AT CONTRACTOR'S EXPENSE.
10. EXISTING SHRUBBERY AND TREES SHALL BE REMOVED ONLY AS DIRECTED BY THE ENGINEER.
11. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION.
12. ALL TRENCHES SHALL BE PAVED AT THE END OF EACH WORKING DAY PER SPECIFICATIONS, UNLESS APPROVED BY THE
ENGINEER IN ADVANCE.
13. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CALIFORNIA DEPARTMENT OF
TRANSPORTATION MANUAL OF TRAFFIC FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES, CITY OF ROHNERT PARK
TRAFFIC STANDARDS SECTION V, AND CITY OF ROHNERT PARK TRAFFIC STANDARD PLANS 700 THROUGH 741. ALL SIGNS
SHALL BE APPROPRIATELY CONSTRUCTED WITH REFLECTIVE MATERIAL ON A BACKING OF METAL OR FABRIC (NO WOOD OR
PLASTIC ALLOWED) AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO PROVIDE PROPER VISIBILITY. SEE
SPECIFICATIONS AND TRAFFIC CONTROL SHEETS FOR ADDITIONAL REQUIREMENTS.
14. THE CONTRACTOR SHALL HAVE THE CLASS OF LICENSE SPECIFIED IN THE NOTICE TO CONTRACTORS.
15. CONTRACTOR SHALL PROTECT ALL UTILITIES DURING CONSTRUCTION FROM CONSTRUCTION AND NON-CONSTRUCTION
IMPACTS. SPECIAL CONSIDERATION SHALL BE MADE AND IMPLEMENTED FOR SHALLOW EXISTING AND NEW UTILITIES, AT
CONTRACTOR'S EXPENSE.
16. SHOP DRAWINGS FOR PRECAST MANHOLE BASES SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION.
17. WATER SERVICES AND SEWER LATERALS SHALL BE SEPARATED HORIZONTALLY BY A MINIMUM OF FIVE (5) FEET.
18. CAUTION SHALL BE EXERCISED WHEN DIGGING WITHIN THE DRIPLINE OF ANY TREE. ROOTS LARGER THAN 2 INCHES SHALL NOT
BE CUT WITHOUT PERMISSION FROM THE ENGINEER. IN THE EVENT THAT A TREE ROOT LARGER THAN 2 INCHES NEEDS TO BE
REMOVED, THE ROOT PRUNING SHALL BE PERFORMED BY A CITY APPROVED LICENSED ARBORIST ONLY. CONTACT THE CITY
PARKS DEPARTMENT FOR A LIST OF APPROVED ARBORISTS.
19. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS (CURB
TAGS, IRON PIPES, CENTERLINE WELL DISKS, ETC.). IF THE CONTRACTOR SUSPECTS THAT WORK WILL BE CONDUCTED IN AN
AREA WHICH MAY RESULT IN THE DISTURBANCE OF SURVEY MONUMENTS, THE CONTRACTOR SHALL RETAIN THE SERVICES OF
A LICENSED PROFESSIONAL AUTHORIZED TO PRACTICE LAND SURVEYING TO LOCATE SAID MONUMENTS PRIOR TO
DISTURBANCE, RE-ESTABLICH MONUMENTS WHICH HAVE BEEN DISTURBED AS A RESULT OF CONSTRUCTION AND FILE THE
APPROPRIATE DOCUMENTATION WITH THE COUNTY ONCE THE MONUMENTS ARE RESET. THE CONTRACTOR SHALL PROVIDE A
MINIMUM OF 10 (TEN) WORKING DAYS NOTICE TO THE ENGINEER/SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING
MONUMENTS. THE CONTRACTOR SHALL PROVIDE THE CITY WITH A MONUMENT CERTIFICATION LETTER FROM THE
ENGINEER/SURVEYORS STATING THAT THE EXISTING MONUMENTS HAVE BEEN IDENTIFIED AND LOCATED PRIOR TO REMOVAL.
20. OVERHEAD UTILITY SERVICE DROPS TO RESIDENCES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL INVESTIGATE
THE SITE AND BE AWARE OF LIMITED OVERHEAD CLEARANCES.
21. CONTRACTOR SHALL PROTECT AND PRESERVE EXISTING IMPROVEMENTS IF POSSIBLE OR REPLACE IN KIND. CONTRACTOR
SHALL ALSO PROTECT NEW IMPROVEMENTS DURING CONSTRUCTION ACTIVITIES, INCLUDING SHALLOW UTILITIES.
CONTRACTOR SHALL NOTE THE LOCATION OF SHALLOW UTILITIES (ALL WITH LESS THAN TWO FEET OF TEMPORARY OR
PERMANENT COVER) SUCH THAT THE LOCATION CAN BE OBSERVED AT THE GROUND SURFACE. CONTRACTOR SHALL PROVIDE
MATERIALS AND LABOR TO PROTECT UTILITIES FOR THE DURATION OF THE PROJECT.
22. ALL SERVICE CONNECTIONS ARE NOT SHOWN. CONTRACTOR TO LOCATE AND POTHOLE PRIOR TO CONSTRUCTION.
23. CONTRACTOR IS RESPONSIBLE FOR SECURING CONSTRUCTION STAGING AREAS BEYOND THOSE IDENTIFIED HEREIN.
24. CONTRACTOR IS REQUIRED TO HAVE SIGNED PERMIT SET ONSITE DURING CONSTRUCTION.
25. CONTRACTOR SHALL IDENTIFY AND UNDERSTAND CONSTRAINTS (E.G. SHALLOW WATER TABLE AND ALL APPLICABLE
MITIGATION AND PERMITTING REQUIREMENTS.
26. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL USA MARKINGS CREATED WITHIN THE PROJECT LIMIT, AND IN
RELATION TO THE PROJECT. REPLACEMENT AND RESTORATION MUST MEET THE APPROVAL OF THE CITY ENGINEER AND TO BE
COMPLETED PRIOR TO NOTICE OF COMPLETION.
27. ALL UTILITY COVERS SHALL MEET FINAL PAVING ELEVATIONS. MORE THAN 0.25 INCH OF DEVIATION BETWEEN THE TOP OF THE
UTILITY COVER AND SURROUNDING PAVEMENT IN A SIX FOOT RADIUS AT ANY LOCATION SHALL BE CAUSE FOR REJECTION.
28. WATER LINE TIE-INS TO THE EXISTING CITY WATER SYSTEM MUST BE INSPECTED BY A PUBLIC WORKS INSPECTOR PRIOR TO TIE
IN.
29. THE CONTRACTOR SHALL MAINTAIN ONE CLEAN SET OF MARKED PLANS SHOWING ALL CHANGES AND "AS BUILT" INFORMATION.
THIS SET OF PLANS WILL BE SUBMITTED TO THE CITY ENGINEER UPON COMPLETION OF WORK.
30. THE CONTRACTOR SHALL KEEP THE WORK SITE, STAGING AREAS AND OTHER AREAS USED BY IT IN A NEAT AND CLEAN
CONDITION, AND FREE FROM ANY ACCUMULATION OF TRASH. THE CONTRACTOR SHALL DISPOSE OF ALL TRASH, RUBBISH, AND
WASTE MATERIALS OF ANY KIND GENERATED BY THE CONTRACTOR, SUBCONTRACTOR OR ANY COMPANY HIRED BY THE
CONTRACTOR ON A DAILY BASIS. THE CONTRACTOR SHALL ALSO KEEP HAUL ROADS FREE FROM DIRT, RUBBISH, AND
UNNECESSARY OBSTRUCTIONS RESULTING FROM SITE OPERATION. DISPOSAL OF ALL TRASH, RUBBISH, AND DEBRIS
MATERIALS SHALL BE IN A COVERED WASTE RECEPTACLE OR HAULED OFF SITE, IN ACCORDANCE WITH LOCAL CODES AND
ORDINANCES GOVERNING LOCATIONS AND METHODS OF DISPOSAL, AND IN CONFORMANCE WITH ALL APPLICABLE LAWS AND
REGULATIONS. WASTE RECEPTACLES SHALL BE COVERED AT THE END OF EVERY DAY AND DURING RAIN EVENTS.
31. DUST CONTROL SHALL BE PROVIDED BY CONTRACTOR DURING ALL PHASES OF CONSTRUCTION.
32. BEFORE COMBUSTIBLE MATERIALS MAY BE DELIVERED, STORED, OR CONSTRUCTED ON SITE, FIRE FLOW AND ACCESS MUST BE
PROVIDED AND APPROVED BY THE FIRE DEPARTMENT PER CURRENT CITY FIRE CODE. IN ADDITION, PUBLIC AND/ OR PRIVATE
FIRE HYDRANTS MUST BE INSTALLED, FLUSHED, TESTED, AND OPERATIONAL.
33. ALL BACKFLOW ASSEMBLIES MUST BE LISTED ON THE LATEST REVISION OF THE APPROVED USC FOUNDATION FOR
CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH LIST.
34. THE CONTRACTOR SHALL OBTAIN A DE-WATERING PERMIT FROM THE NORTH COAST REGIONAL WATER QUALITY CONTROL
BOARD FOR DE-WATERING OPERATIONS THAT ARE USED TO MANAGE THE REMOVAL OF GROUND WATER FROM EXCAVATIONS
AND THEIR DISCHARGE TO THE WATERS OF THE STATE OR THE STORM DRAIN SYSTEM. APPROVAL MUST BE OBTAINED FROM
THE CITY OF ROHNERT PARK ENVIRONMENTAL COMPLIANCE DIVISION PRIOR TO DISCHARGING GROUNDWATER TO THE
SEWER.
35. ALL UNDERGROUND IMPROVEMENTS INCLUDING SEWER LINES, WATER LINES, STORM DRAINS, PUBLIC UTILITY FACILITIES, AND
SERVICES SHALL BE INSTALLED, TESTED, AND ACCEPTED BY THE UTILITIES AND PUBLIC WORKS DEPARTMENTS PRIOR TO
PAVING. TRENCH PAVING FOR ALL UTILITIES SHALL BE COORDINATED AND INSTALLED AT THE SAME TIME.
36. CONSTRUCTION HOURS SHALL BE LIMITED FROM 8 AM TO 6 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. THIS
RESTRICTION INCLUDES THE START UP OF ANY MOTORIZED EQUIPMENT. ALL CONTRACTORS' EQUIPMENT SHALL BE PROPERLY
MUFFLED AND SHALL BE SHUT DOWN WHEN NOT IN USE.
37. TEMPORARY STOCKPILES MUST BE REMOVED BY COMPLETION OF GRADING ACTIVITIES UNLESS A SEPARATE TEMPORARY USE
PERMIT AND GRADING PERMIT IS OBTAINED FOR THE STOCKPILE.
38. STREET SWEEPING SHALL BE PERFORMED AT 3 WORKING DAYS, 14 WORKING DAYS, 28 WORKING DAYS AND 45 WORKING DAYS
AFTER SLURRY SEALING.
39. CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES (BMP'S) IN ACCORDANCE WITH THE CITY OF ROHNERT PARK.
40. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES.
41. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON SITE SHALL BE PERMITTED. DO NOT ALLOW DELETERIOUS MATERIALS TO
ENTER THE CATCH BASINS, STORM DRAINAGE, OR TO ENTER SITE RUNOFF. ALL CONCRETE WASHOUT SHALL OCCUR OFF-SITE.
42. EROSION CONTROL MEASURES TO BE EMPLOYED PER CITY OF ROHNERT PARK REQUIREMENTS.
CO
SD
SS
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
WATER VALVE
FOUND MONUMENT, SIZED AND
PAVEMENT REHABILITATION PLANS SHEET LIST
PROPOSEDEXISTING
CURB RAMP
SIDEWALK
CURB & GUTTER
E ELECTRIC BOX
BOLT IN CURB
LEGEND
C-111
C-112
C-113
C-114
C-115
C-116
C-117
C-118
C-119
GOLF COURSE DR
SN
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D
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N
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MILLBRAE AVE
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KEISER AVE
HUDIS
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PROFES
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SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
C. PHELPS
C. PHELPS
M. EOFF
KEYMAP
G-003
3
KEYMAP
SCALE: 1" = 500'
SEE DWG NO. G-004MATCH LINE N
0 1000'500'
C-106
C-107
C-109
C-110
C-111 C-112
C-116
C-116
E CO
T
A
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I
A
V
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SOUTHWEST BLVD
HI
G
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W
A
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1
0
1
S
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D
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M
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ROHNERT PARK EXPWY
SN
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D
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PE
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EMILY AVE
SANTA CRUZ WY
CO
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ENTERPRISE DR
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AVRAM AVE
SANTA ALICIA DR
ALMA AVE
SOUTHW
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MO
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ROHNERT PARK EXPWY
SN
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ROHNERT PARK
EXPWY
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WAY
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SA
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B
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MARTIN AVE
HINEBAUGH CREEK
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
KEYMAP
G-004
4
KEYMAP
SCALE: 1" = 500'
SEE DWG NO. G-003MATCH LINE
SEE DWG NO. G-005MATCH LINE
N
0 1000'500'
C-101
C-102
C-103
C-104
O
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PE
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BO
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P
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1
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CA
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MAGNOLIA AVE
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A
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SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
KEYMAP
G-005
5
KEYMAP
SCALE: 1" = 500'
SEE DWG NO. G-004MATCH LINE
N
0 1000'500'
LASSEN CT
LANYARD CT W LANY
A
R
D
C
T
E
LY
D
I
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LA
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LANC
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T4
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T4
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T4
U1
U1
U1
U1
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U1U1
U1
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U1U1
U1
U1
U1
U1U1
U1
U1
U1U1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-101
6
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
C-101 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
LILAC WAY
LA
N
C
A
S
T
E
R
D
R
LI
M
A
N
W
A
Y
LANCEWOOD CT
L
O
R
D
S
M
A
N
O
R
W
A
Y
L
A
N
C
A
S
T
E
R
D
R
L
I
M
A
N
W
A
Y
L
A
U
R
E
L
W
O
O
D
D
R
R1
R1 R1
R1
R1
R1
R1
T4
T4
T4
T4
T4
T1
T1
T1
T1
T1
T10
T10
T10
7
C-405
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-102
7
SEE DW
G
N
O
.
C-103
MATCH
L
I
N
E
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
C-102 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
LAN
C
A
S
T
E
R
D
R
L
O
M
B
A
R
D
W
A
Y
LIMAN W
A
Y
LIANA C
T
LINDSA
Y
A
V
E
LISBON
C
T
LIBERT
Y
C
T
LINCOL
N
A
V
E
LIVE
R
Y
C
T
S
A
N
T
E
R
O
W
A
Y
L
I
B
E
R
T
Y
A
V
E
R1
R1
R1
R1
T4 T4
T10
T10
T10
T10
T10
T4
T4
T10
T10
T10
T10
L
A
N
C
A
S
T
E
R
D
R
R1
7
C-405
7
C-405
MAGNO
L
I
A
W
A
Y
R1 M
C
N
A
I
R
C
T
T1
4
C-401
C-401
MAPLE D
R
M
A
C
A
W
C
T
R1
T7
U2
U2
T1
T3
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-103
8
SEE DW
G
N
O
.
C-102
MATCH
L
I
N
E
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
C-103 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-103 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-103 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
6
C-401
7
C-401
8
C-401
1
C-402
MAGNOLIA AVE
MARIGOLD PL
MI
T
C
H
E
L
L
D
R
MATTICE LN
MIRAMONTE PL
MO
N
T
E
R
O
D
R
ME
D
A
L
L
I
O
N
W
A
Y
ME
D
A
L
L
I
O
N
W
A
Y
MICHELLE CTCA
M
I
N
O
C
O
L
E
G
I
O
MARLENE
C
T
MAIDEN W
A
Y
MAGNO
L
I
A
W
A
Y
M
E
L
O
D
Y
D
R
R1
R4
R1
R1
T2
T7
T1 T3
T1
T7
T2
T8
T7
T2
T8
T2
U2
U2
U2
U2
U2
R6
R6
R6
M
C
N
A
I
R
C
T
REMOVE EXISTING
AC BERM END
REMOVE EXISTING
AC BERM BEGIN
REMOVE EXISTING
AC BERM END
REMOVE EXISTING
AC BERM END
REMOVE EXISTING
AC BERM BEGIN
T11
D11-1
M6-1P
D11-1
M6-1P
D11-1
M6-1P
T1
2
C-402
3
C-402
MAGIL LN
EAST
C
O
T
A
T
I
A
V
E
R4
T2T2
T7
T2
T7
T7
T8
T2
T8
T2
T2
T8
R6
R6
R6
1
C-502
C
A
M
I
N
O
C
O
L
E
G
I
O
T11
T11
T11
REMOVE EXISTING
AC BERM BEGIN
REMOVE EXISTING
AC BERM END
REMOVE EXISTING
AC BERM BEGIN
D11-1
M6-1P
D11-1
M6-1P
T11
T11
1
C-401
2
C-401
3
C-401
4
C-401
5
C-401
CAMI
N
O
C
O
L
E
G
I
O
MI
T
C
H
E
L
L
D
R
MAPLE D
R
M
A
C
A
W
C
T
R1
R4
T10
T7
T2
U2
U2
U2
U2
U2
U2
U2U2
U2
MI
T
C
H
E
L
L
D
R
T1
T3
T1
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-104
9
SEE LOWER LEFTMATCH LINE
SEE UPPER MIDDLE MATCH LINE
LEGEND
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24B
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24ATYPE VI
CROSSWALK PER CALTRANS STD A24F
TYPE I (10')
CONTINENTAL
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
TYPE I (24')
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24A
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24A
CROSSWALK PER CALTRANS STD A24F
TYPE III (L)
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24D
"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
"XING"
"PED""SCHOOL" "SLOW"
TYPE III (R)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24D
THERMOPLASTIC PAVEMENT MARKING
PER CALTRANS STD A24B
TYPE II (R)RAILROAD CROSSING
3
C-503
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
T11 36" CLASS 1 DELINEATOR (PEXCO FG300 OR APPROVED EQUAL).
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
2
C-503
3
C-502
SEE UPPER RIGHT MATCH LINE
APPROXIMATE EXTENTS OF
EXISTING SIDEWALK AND CURB
& GUTTER
4' MIN
4' MIN
10'-12'10'-12'9'-10'
12' MIN
11'-12'11'-12'7' MIN
CA
M
I
N
O
C
O
L
E
G
I
O
0 40'20'10'
N
SEE CLOSE UP VIEW FOR
APPROXIMATE LANES LAYOUT AND
STRIPING
SEE LOWER MIDDLEMATCH LINE
STRIPED BUFFER 1
C-503
1,2,3
C-504
ROADSIDE SIGN - ONE POST 4
C-503
WINDSO
N
G
WAY
36" CLASS 1 DELINEATOR 4
C-503
BOLT IN CURB 2
C-503
BODWAY PKWY
MA
G
N
O
L
I
A
A
V
E
CA
M
I
N
O
C
O
L
E
G
I
O
R1
T8 T4
T8 T4 T7 T1
T1 T8 T4
T7 T1
T1
8
C-402
8
C-408
CO
BODWAY
P
K
W
Y
MA
U
R
I
C
E
A
V
E
MI
C
H
A
E
L
W
A
Y
MAUREEN LN
MI
D
D
L
E
B
R
O
O
K
W
A
Y
MI
L
L
P
L
R1
T7
T9
T2
T4 T8
T8
T4
T7
T7
T1
T8
T8
T8
T9
T4
T2
T7
T2
T7
T8
T4
T9
T9
T8T8T7
T3T8T4
T1
T1
1
T6
R8
1
(
C
A
)
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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V
I
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E
S
P
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L
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D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-105
10
SE
E
L
O
W
E
R
L
E
F
T
MA
T
C
H
L
I
N
E
SE
E
U
P
P
E
R
R
I
G
H
T
MA
T
C
H
L
I
N
E
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
SE
E
D
W
G
N
O
.
C
-
1
0
6
MA
T
C
H
L
I
N
E
E
C
O
T
A
T
I
A
V
E
C-105 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'N
0 160'80'
C-105 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'N
0 160'80'
BODWAY PKWY
N
0 40'20'10'
10
'
11
'
3'
5
'
M
I
N
11
'
3
'
5'
M
I
N
SEE CLOSE UP VIEW FOR
APPROXIMATE LANES LAYOUT AND
STRIPING
APPROXIMATE EXTENTS OF EXISTING
SIDEWALK AND CURB & GUTTER
APPROXIMATE EXTENTS OF EXISTING
SIDEWALK AND CURB & GUTTER
E COTATI AVE
E COT
A
T
I
A
V
E
R1
T8
T2 T7
T7
T8 T8 T8T9
T9
T9T2 T2
R6
R6
T11
T11
R81(CA)R81(CA)R81(CA)
R81(CA)
6
C-402
7
C-402
4
C-402
5
C-402
MA
U
R
I
C
E
A
V
E
MITCHELL DR
MONIQUE PL
R1
R2R2
T1
T1 T1
U1 U1 U1
U1U1
U1 U1
U1
U1
U1
U1U1
U1
U1
U1
R8
1
(
C
A
)
E COTATI AVER1T8T8T9T2
T2 R6 T7T9 T2
T7T3
BO
D
W
A
Y
PK
W
Y
T11
T11
T3
T6
R6
R81(CA)
R81(CA)
R81(CA)R81(CA)
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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O
C
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E
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S
P
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L
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D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
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O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
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D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-106
11
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
T11 36" CLASS 1 DELINEATOR (PEXCO FG300 OR APPROVED EQUAL).
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
SEE DWG NO.C-105MATCH LINE
C-106 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-106 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-106 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'N
0 160'80'
SE
E
L
O
W
E
R
L
E
F
T
MA
T
C
H
L
I
N
E
SE
E
U
P
P
E
R
R
I
G
H
T
MA
T
C
H
L
I
N
E
ROADSIDE SIGN - ONE POST 4
C-503
36" CLASS 1 DELINEATOR 4
C-503
BOLT IN CURB 2
C-503
CORNE
L
L
A
V
E
C
I
R
C
L
E
D
R
CORSIC
A
C
T
C
I
R
C
L
E
D
R
R1
T1 U1U1
U1
U1 U1
C
I
R
C
L
E
D
R
CALCUT
T
A
C
T
CORINT
H
C
T
CAIRO C
T
CIR
C
L
E
D
R
R1
R1
R1
T1
T1
T1
U1
U1
U1
U1
U1
U1
U1
U1
CIRCLE
D
R
COR
A
L
C
T
R1 T1
U1
U1
U1
U1 U1
CAPRI WAY
CIE
L
O
C
R
SN
Y
D
E
R
L
N
R1
T10
T1
U1
U1
U1
U1 U1
U1 U1U1
CAMINO CORONADO
CO
R
O
N
A
D
O
C
T
R1
T1
U1
U1
U1
U1
U1
U1
CAD
I
Z
C
T
C
I
R
C
L
E
D
R
S
M
A
R
T
R
/
R
R1 T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
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\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-107
12
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-107 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
AV
R
A
M
A
V
E
SANTA ALICIA DR
AV
A
A
V
E
AR
L
E
N
D
R
R1
R1
T10
T10 T10 T10
T10
T1
T3
ENTERPRISE DR
ENTERPRISE DR
T2
T3
R1
T7 T7 T2T7 T2T7
T2 T2
T2
T7
T7
T7
T7
T7T3 ST
A
T
E
F
A
R
M
D
R
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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K
\
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C
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E
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V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-108
13
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
C-108 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-108 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
3
C-503
2
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
REDWOOD DR
RO
H
N
E
R
T
P
A
R
K
E
X
P
W
Y
LA
G
U
N
A
D
R
RED
W
O
O
D
D
R
LO
S
F
E
L
I
Z
HIGHWAY 101
R2
T8
T8
T8
T8
T8
T2
T2
T9
T9
T3
T3
T6
T9
T8
T8
T8
T9
T8 T9
T8
T8
T9
T8
T9
T9
T7
T7
R1
T8 T9
T9
T9
T7T8
T8
T7
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
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K
\
A
C
C
D
O
C
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\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-109
14
NC-109 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-503
2
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
EN
T
E
R
P
R
I
S
E
D
R
COMMERCE BLVD
RO
H
N
E
R
T
P
A
R
K
E
X
P
W
Y
T7
T7
T2
T7
T7
T2
T8T9
T8
T8
T9
T2
T6
T6
T7
T3
T7
T7
T3
T8
T2 T7T7
T2
T8
T2
T9
T7 T2 R4
T8
T8
T3
T7
RO
H
N
E
R
T
P
A
R
K
E
X
P
W
Y
COMMERCE BLVD
PROFESS
I
O
N
A
L
CENTER
D
R
R1
T8 T8T2T6T3T3 T6
T8
T8T2T7T7T2
T3
T9
T7
T8
T9
T7
T7
T8
T8
T6
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-110
15
N
SEE
D
W
G
N
O
.
C-108
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
NC-110 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
C-110 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-503
2
C-503
3
C-502
EN
T
E
R
P
R
I
S
E
D
R
STRIPED BUFFER 1
C-503
1,2,3
C-504
HUN
T
E
R
D
R
DOWDELL AVE BU
S
I
N
E
S
S
P
A
R
K
D
R
DOWDELL AVE
MA
R
T
I
N
A
V
E
R1
T8 T3
T6
T7T9
T8 T9
T8
T6T8
T7T9
T3
LABATH AVEMA
R
T
I
N
A
V
E
CA
R
L
S
O
N
C
T
R1
T3 T1
T1 T3
HINEBAUGH
CREEK BRIDGE
MA
R
T
I
N
AV
E
CA
R
L
S
O
N
A
V
E
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
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K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-111
16
NC-111 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
NC-111 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-503
2
C-503
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
CA
R
L
S
O
N
A
V
E
HIGHWAY 101
R
E
D
W
O
O
D
D
R
MA
R
T
I
N
A
V
E
J
R
O
G
E
R
S
L
N
R1
R2
T8
T2
R1
T3
T9
T2
T6
T7
T3
T7
J
R
O
G
E
R
S
L
N
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-112
17
SHEET KEYNOTES
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER
1,2,3
C-504
NC-112 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
COMMERCE BLVD
ST
A
T
E
F
A
R
M
D
R
CA
S
C
A
D
E
C
T
UT
I
L
I
T
Y
C
T
R1
T4
T8 T9
T7
T3
T6 T4
T6
T8
T9
T2
T7
T2
T3
T4
T3
T8
T8
T2
T2
T7
8
C-407
COMMERCE BLVD
CO
M
M
E
R
C
E
B
L
V
D
R1
R1
R1
T7
T3
T5
T7
T7
T8
T8
5
C-407
4
C-407
WI
L
L
I
S
A
V
E
GO
L
F
CO
U
R
S
E
D
R
RED
W
O
O
D
D
R
REDWOOD DR
R2
R1
R4
T2
T2
T5
T2
T7
T7
T8
T9
T7
T3
T2
T9
T9
T8
T2
T7
T8
T8
T2
T9T3
T2
T7
T8
T9
T7
T8
T3
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-113
18
SE
E
B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
SHEET KEYNOTES
SE
E
A
B
O
V
E
R
I
G
H
T
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
N
O
.
C
-
1
1
4
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
NC-113 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
NC-113 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
NC-113 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
TYPE II (R)RAILROAD CROSSING
3
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-502
2
C-503
STRIPED BUFFER 1
C-503
1,2,3
C-504
ROBERTS LAKE RD
HIGHWAY 101
ROBERTS
L
A
K
E
R
D
HIGHWAY
1
0
1
R1 T8 T3
T8
T4
8
C-407
1
C-408
2
C-408
REDWO
O
D
D
R
REDWO
O
D
D
R
CO
M
M
E
R
C
E
B
L
V
D
R2
T9
T8
T2
T9
T8
T9
T8
T8
T8T2
T6
T3
T8
T4
T8
T7
T7
T5
2
C-408
DOWDELL AVE
MI
L
L
B
R
A
E
A
V
E
R1 R1
T8
T8
T3
T1
T3
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
2
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-114
19
SEE RIGHT
SEE LEFT
SEE DWG NO. C-113MATCH LINE
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
NC-114 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
NC-114 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
3
C-503
SHEET KEYNOTES
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
2
C-503
3
C-502
STRIPED BUFFER 1
C-503 1,2,3
C-504
APPROXIMATE
CITY LIMITS LINE
WILFRED AVE
LA
B
A
T
H
A
V
E
LA
N
G
N
E
R
A
V
E
R1T7T9T8
T2 T5
T5
T3 T7
T3
T9 T3
T7 T9 T8
T8 T2
T8
GOLF COURSE DR
GOLF COURSE DRDO
W
D
E
L
L
A
V
E
RE
D
W
O
O
D
D
R
R1 T8 T7
T3T2T8T9 T8 T9
T9
T9 T8T2
T2 T8
T8
T7T1
T8
GOLF COURSE DR T7
DOU
B
L
E
T
R
E
E
D
R
GOL
F
C
O
U
R
S
E
D
R
R1
T8 T9
T8T2
T7
T7
T2
T9
T2 T8
T8
T9
T7
T3
T9 T8
T8
T2
T2
T8
T8
T9 T7
T3
T3
T7
T8
T10
6" STRIPE
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
3
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-115
20
SE
E
A
B
O
V
E
R
I
G
H
T
MA
T
C
H
L
I
N
E
SE
E
B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
SE
E
D
W
G
N
O
.
C
-
1
1
3
SHEET KEYNOTES
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
1,2,3
C-504
N
C-115 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-115 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-115 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
SEE DWG NO. C-113
DO
U
B
L
E
T
R
E
E
RO
B
E
R
T
S
LA
K
E
R
D
FAI
R
W
A
Y
D
R
2
C-403
1
C-403
4
C-408
SNYDER LN
SA
N
FR
A
N
C
I
S
C
O
WA
Y
PA
R
K
W
A
Y
DR
T8
T8
T9T5
T9 T8 R4
T8T3 T3
T7 T8 T6
T8
T8 T7
T10
T10
SANTA DOROTEA CR
DA
N
I
E
L
D
R
DA
V
I
S
C
R
DA
V
I
S
C
R
R1
T1
T1
T1
D
O
R
I
A
N
D
R
SAN
T
A
D
O
R
O
T
E
A
C
I
R
R1
CO
U
N
T
R
Y
C
L
U
B
D
R
EMILY AVE
ELS
A
A
V
E
ELLEN ST
EVE C
T
EDITH
C
T
EM
I
L
Y
A
V
E
EVE
L
Y
N
A
V
E
DE
L
A
C
T
CO
U
N
T
R
Y
C
L
U
B
D
R
R1
T10
3
C-408
SA
N
B
E
N
I
T
O
W
A
Y
RACQUET CLUB CR
CO
U
N
T
R
Y
C
L
U
B
D
R
R1
R4
T7
T7
ROHNERT PARK
EXPWY
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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\
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C
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2
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6
8
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R
O
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A
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K
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A
V
E
M
E
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T
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P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
3
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-116
21
0 160'80'
N
SHEET KEYNOTES LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL" "SLOW"
CONTINENTAL TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
C-116 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-116 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-116 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
2
C-503
CI
R
C
U
L
O
GR
A
N
D
E
3
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
DA
W
N
D
R
LAWRENCE
JONES PKWY
C-404
7
C-403
8
C-403
1
C-404
GOL
F
C
O
U
R
S
E
D
R
H
A
C
I
E
N
D
A
W
A
Y
C
O
U
N
T
R
Y
C
L
U
B
D
R
HA
I
L
E
Y
C
T
R4
R2
T8
T2
T8
T8
T8
T2
T2
T7
T7
T7
T7
T7
T7
T7
T2
T9
T9
T3
T3
T9
T2
T11
T11
T11
T11
T11
T11
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
T1
2
C-404 3
C-404
4
C-404
5
C-404
6
C-404
7
C-404
8
C-404
HAILEY CT
HI
L
L
V
I
E
W
C
T
HALCYON
P
L
GOLF
C
O
U
R
S
E
D
R
H
I
L
L
V
I
E
W
W
A
Y
R4
R2
R2
T1
T8
T8
T2
T2
T7
T3
T3
T7
T2
T2
T8
T8
T9
T7
T6
T9
T2
T7
H
I
L
L
V
I
E
W
C
T
T11
T11
T11
T11
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
R81(CA)
HUDIS
C
T
HUDIS
S
T
C
O
U
N
T
R
Y
C
L
U
B
D
R
R1
T10
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
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H
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E
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S
P
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Y
L
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D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
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O
J
E
C
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F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
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G
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-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
3
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-117
22
0 160'80'
N
SEE TOP LEFTMATCH LINE
C-117 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-117 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
0 160'80'
N
C-117 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
SEE BOTTOM RIGHTMATCH LINE
GOLF COURSE DR
APPROXIMATE EXTENTS OF EXISTING
SIDEWALK AND CURB & GUTTER
R6
R6
5'
-
6
'
7'
-
8
'
10
'
-
1
2
'
10
'
-
1
2
'
10
'
-
1
2
'
10
'
-
1
2
'
9'
-
1
0
'
7'
-
9
'
5'
-
7
'
SEE CLOSE UP VIEW FOR
APPROXIMATE LANES LAYOUT AND
STRIPING
0 40'20'10'
N
SHEET KEYNOTES LEGEND
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24CTYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
T11 36" CLASS 1 DELINEATOR (PEXCO FG300 OR APPROVED EQUAL).
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
3
C-502
STRIPED BUFFER 1
C-503
1,2,3
C-504
T11
REMOVE "END" SIGN PLATE AND LEAVE
BIKE LANE SIGN PLATE ON THE POST.
REMOVE "NO PARKING" SIGNS
ADJACENT TO AREAS WHERE
SEPARATED BIKE LANE IS BEING
CONSTRUCTED (TYP.)
ROADSIDE SIGN - ONE POST 4
C-503
36" CLASS 1 DELINEATOR 4
C-503
BOLT IN CURB 2
C-503
5
C-404
7
C-404
8
C-404
5
C-408
2
C-405
1
C-405
GOLF COURSE DR
HAILEY CT
HI
L
L
V
I
E
W
C
T
MOURA LN
GOLF COURSE DR
GREGORY CT
GO
L
D
W
A
Y
SN
Y
D
E
R
L
N
H
I
L
L
V
I
E
W
W
A
Y
R1
R2
R4
T1
T3
T7
T2
T2
T8
T8
T8 T8
T8
T8
T8
T9
T9
T8
T9
T9
T8
T3
T7
T3
T7
T3T7T2
T7
T9
T7
T8
T9
T8
T2 T2
T6
T9
H
I
L
L
V
I
E
W
C
T
T3
T3
T1
GR
A
N
D
V
I
E
W
W
A
Y
GOLF C
O
U
R
S
E
D
R
R1
T8
T9
T3 T8
T8 T3
T8
T8 T8
T3
4
C-403
3
C-403
EA
G
A
N
C
T
EV
O
N
N
E
A
V
E
R2
T1
5
C-403
6
C-403
ELEANOR AVE
E
M
I
L
Y
A
V
E
SN
Y
D
E
R
L
N
R3
T3
T3
T7
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
D
S
K
\
A
C
C
D
O
C
S
\
G
H
D
S
E
R
V
I
C
E
S
P
T
Y
L
T
D
\
1
2
6
5
2
0
6
8
-
R
O
H
N
E
R
T
P
A
R
K
P
A
V
E
M
E
N
T
\
P
R
O
J
E
C
T
F
I
L
E
S
\
0
1
W
I
P
\
C
I
V
I
L
\
D
W
G
\
S
H
E
E
T
S
\
1
2
6
5
2
0
6
8
-
G
H
D
-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
3
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-118
23
SE
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
SE
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
C-118 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'C-118 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-118 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
SHEET KEYNOTES
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP" "CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
1,2,3
C-504
C-118 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
3
C-407
2
C-407
1
C-407
8
C-406
7
C-406
6
C-406
5
C-406
4
C-406
3
C-406
2
C-406
1
C-406
4
C-405
5
C-405
6
C-405HOLLY AVE
HERITAGE LN
HI
L
L
V
I
E
W
W
A
Y
HA
R
V
A
R
D
C
T
HA
Z
E
L
C
T
HA
M
L
E
N
C
T
HA
M
P
T
O
N
C
T
SN
Y
D
E
R
L
N
HA
R
V
E
S
T
C
T
HA
T
T
E
R
A
S
C
T
H
E
M
I
N
G
W
A
Y
C
T
R3
R1
T9
T8
T2
T7
T7
T2
T9
T2T2
T3T8
T5
T3
T8
T1
T1 T1 T1 T1
3
C-405
HOLLY AVE
GR
A
N
D
V
I
E
W
W
A
Y
R3
T1
T1
6
C-408
7
C-408
HEATH CR
HEATH CR
H
I
L
L
V
I
E
W
R2
T1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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6
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-
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-
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-
C
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0
0
3
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
C. PHELPS
C. PHELPS
M. EOFF
PAVEMENT REHABILITATION PLAN
VARIOUS STREETS
C-119
24
SHEET KEYNOTES
LEGEND
YIELD LINE PER CALTRANS STD A24G
TYPE IV (L)
BASIC
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24BTYPE II (R)
TYPE III (L)
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D"STOP" "AHEAD"
BIKE LANE ASSEMBLY
GREEN BIKE LANE DELINEATION
(COLOR E-F BIKE LANE)
(METHYL METHACRYLATE)
THERMOPLASTIC PARALLEL PARKING
PAVEMENT MARKING PER
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24ATYPE VI
"KEEP""CLEAR"
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD A24E
CROSSWALK PER CALTRANS STD A24F
YIELD LINE
TYPE I (10')
"XING"
"PED""SCHOOL""SLOW"
CONTINENTAL
TYPE III (R)
LADDER
TYPE VII (L)
TYPE VII (R)
TYPE IV (L)
SHARED ROADWAY BICYCLE
MARKING PER CALTRANS STD A24C
TYPE I (24')
RAILROAD CROSSING
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24A
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24D
CROSSWALK PER CALTRANS STD A24F
THERMOPLASTIC PAVEMENT
MARKING PER CALTRANS STD
A24B
2
C-503
3
C-503
3
C-502
STRIPED BUFFER 1
C-503
R1 CRACK SEAL & SLURRY SEAL PER SPECIFICATIONS.
R2 CAPE SEAL PER SPECIFICATIONS.
R3 3" OVERLAY WITH REINFORCING MAT.
R4 3" MILL & 3" HMA OVERLAY WITH REINFORCING MAT.
R5 CONFORM GRIND
R6 BOLT IN CURB PER
T1 INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER 2023 CALTRANS STD A24G.
T2 INSTALL LANE LINE DETAIL 8 PER 2023 CALTRANS STD A20A.
T3 INSTALL NO PASSING LANE DETAIL 22 PER 2023 CALTRANS STD A20A.
T4 INSTALL RIGHT EDGE LINE DETAIL 27B PER 2023 CALTRANS STD A20B.
T5 INSTALL MEDIAN ISLAND DETAIL 29 PER 2023 CALTRANS STD A20B.
T6 INSTALL TWO-WAY LEFT TURN LANE DETAIL 32 PER 2023 CALTRANS STD A20B.
T7 INSTALL CHANNELIZING LINE DETAIL 38 PER 2023 CALTRANS STD A20D.
T8 INSTALL BIKE LANE LINE DETAIL 39 PER 2023 CALTRANS STD A20D.
T9 INSTALL INTERSECTION LINE BIKE LANE DETAIL 39A PER 2023 CALTRANS STD
A20D.
T10 YELLOW THERMOPLASTIC PAVEMENT MARKING AS SHOWN.
U1 PROTECT (E) UTILITY IN PLACE.
U2 ADJUST (E) UTILITY COVER TO FINISHED GRADE. OLD STYLE SANITARY
SEWER MANHOLE LIDS TO BE REPLACED WITH NEW FRAME AND COVER.
1,2,3
C-504C-119 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-119 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
C-119 PAVEMENT REHABILITATION PLAN
SCALE: 1" = 80'
N
0 160'80'
AP
P
R
O
X
I
M
A
T
E
CI
T
Y
L
I
M
I
T
S
L
I
N
E
APPROXIMATE
CITY LIMITS LINE
C1
U1
C4
C4 C1
C4
C4
C1
C1
C1
C1
C1
C1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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6
8
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0
-
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-
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-
D
0
0
4
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-401
25
1 CURB RAMP DETAIL
CAMINO COLEGIO & MITCHELL DR - NORTHWEST 2 CURB RAMP DETAIL
CAMINO COLEGIO & EMERALD PT DWY - NORTHEAST 3 CURB RAMP DETAIL
CAMINO COLEGIO & EMERALD PT DWY - NORTHWEST CAMINO COLEGIO & WINDSONG DWY - SOUTHEAST4CURB RAMP DETAIL
CAMINO COLEGIO & WINDSONG DWY - NORTHEAST5CURB RAMP DETAIL
CAMINO COLEGIO & MAGNOLIA AVE - SOUTHEAST6CURB RAMP DETAIL
CAMINO COLEGIO & MAGNOLIA AVE - NORTHEAST7CURB RAMP DETAIL
CAMINO COLEGIO & MAIDEN WAY - SOUTHWEST8CURB RAMP DETAIL
N
0 20'10'
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C1
C1
C1 C1
U1
C1
U1
C1
C1
C1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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1
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5
2
0
6
8
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A
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E
M
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C
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\
0
1
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5
2
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6
8
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-
0
0
-
0
0
-
D
R
G
-
C
I
-
D
0
0
4
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-402
26
1 CURB RAMP DETAIL
CAMINO COLEGIO & MAIDEN WAY - NORTHWEST 2 CURB RAMP DETAIL
CAMINO COLEGIO & MAGIL LN - SOUTHWEST 3 CURB RAMP DETAIL
CAMINO COLEGIO & MAGIL LN - NORTHWEST 4 CURB RAMP DETAIL
MAURICE AVE & MONIQUE PL - NORTHWEST
5 CURB RAMP DETAIL
MAURICE AVE & MONIQUE PL - NORTHEAST 6 CURB RAMP DETAIL
MAURICE AVE & MONIQUE PL - SOUTHEAST 7 CURB RAMP DETAIL
MAURICE AVE & MONIQUE PL - SOUTHWEST 8 CURB RAMP DETAIL
MAURICE AVE & MICHAEL WAY - SOUTHWEST
N
0 20'10'
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C1
C1
C3
C3
C3
C3
C1
C1
U1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
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-
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I
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D
0
0
5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-403
27
N
0 20'10'
1 CURB RAMP DETAIL
SNYDER LN & CIRCULO GRANDE - SOUTHWEST 2 CURB RAMP DETAIL
SNYDER LN & CIRCULO GRANDE - NORTHWEST 3 CURB RAMP DETAIL
EAGAN CT & EVONNE AVE - NORTHWEST 4 CURB RAMP DETAIL
EAGAN CT & EVONNE AVE - SOUTHWEST
5 CURB RAMP DETAIL
ELEANOR AVE & EMILY AVE - SOUTHEAST 6 CURB RAMP DETAIL
ELEANOR AVE & EMILY AVE - NORTHEAST 7 CURB RAMP DETAIL
GOLF COURSE DR & COUNTRY CLUB DR - SOUTHEAST 8 CURB RAMP DETAIL
GOLF COURSE DR & COUNTRY CLUB DR - NORTHEAST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C1
C3
C3
C3
U1
C3
C3
C2
C3
U1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
\
A
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K
\
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6
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0
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0
0
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C
I
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D
0
0
5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-404
28
SHEET KEYNOTES
N
0 20'10'
1 CURB RAMP DETAIL
GOLF COURSE DR & HACIENDA WAY - NORTHWEST 2 CURB RAMP DETAIL
GOLF COURSE DR & HALCYON PL - SOUTHEAST 3 CURB RAMP DETAIL
HAILEY CT & HALCYON PL - SOUTHWEST 4 CURB RAMP DETAIL
HAILEY CT & HALCYON PL - NORTHWEST
5 CURB RAMP DETAIL
HAILEY CT & HILLVIEW CT - SOUTHWEST 6 CURB RAMP DETAIL
HAILEY CT & HILLVIEW CT - NORTHWEST 7 CURB RAMP DETAIL
GOLF COURSE DR & HILLVIEW CT - SOUTHWEST 8 CURB RAMP DETAIL
GOLF COURSE DR & HILLVIEW WAY - NORTHWEST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C2
C2
C3
C2
C2
C2
C3
C3
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-405
29
N
0 20'10'
1 CURB RAMP DETAIL
SNYDER LN & GOLF COURSE DR - SOUTHWEST 2 CURB RAMP DETAIL
SNYDER LN & GOLF COURSE DR - SOUTHEAST 3 CURB RAMP DETAIL
HOLLY AVE & GRANDVIEW WAY - SOUTHEAST
4 CURB RAMP DETAIL
HOLLY AVE & SNYDER LN - SOUTHEAST 5 CURB RAMP DETAIL
HOLLY AVE & SNYDER LN - NORTHEAST 6 CURB RAMP DETAIL
HOLLY AVE & SNYDER LN - NORTHWEST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
7 CURB RAMP DETAIL
LIMAN WAY
C2
C3
C3
C3
C3 C3 C3 C3
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-406
30
N
0 20'10'
1 CURB RAMP DETAIL
HOLLY AVE & SNYDER LN - SOUTHWEST 2 CURB RAMP DETAIL
HOLLY AVE & HAMPTON CT - SOUTHEAST 3 CURB RAMP DETAIL
HOLLY AVE & HAMPTON CT - SOUTHWEST 4 CURB RAMP DETAIL
HOLLY AVE & HAMLET CT - SOUTHEAST
5 CURB RAMP DETAIL
HOLLY AVE & HAMLET CT - SOUTHWEST 6 CURB RAMP DETAIL
HOLLY AVE & HAZEL CT - SOUTHEAST 7 CURB RAMP DETAIL
HOLLY AVE & HAZEL CT - SOUTHWEST 8 CURB RAMP DETAIL
HOLLY AVE & HARVARD CT - SOUTHEAST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C3
C3
C3
C1
C1
C1
C1 C1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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0
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5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-407
31
N
0 20'10'
1 CURB RAMP DETAIL
HOLLY AVE & HARVARD CT - SOUTHWEST 2 CURB RAMP DETAIL
HOLLY AVE & HILLVIEW WAY - SOUTHEAST 3 CURB RAMP DETAIL
HOLLY AVE & HILLVIEW WAY - SOUTHWEST 4 CURB RAMP DETAIL
REDWOOD DR & WILLIS RD - NORTHEAST
5 CURB RAMP DETAIL
REDWOOD DR & WILLIS RD - NORTHWEST 6 CURB RAMP DETAIL
REDWOOD DR & WILLIS RD - SOUTHEAST 7 CURB RAMP DETAIL
REDWOOD DR & WILLIS RD - SOUTHWEST 8 CURB RAMP DETAIL
REDWOOD DR & COMMERCE AVE - NORTHEAST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
C1 C1
C3
C3
C2
C3
C3
C1
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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5
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
C. PHELPS
C. PHELPS
M. EOFF
CURB RAMP DETAILS
VARIOUS STREETS
C-408
32
N
0 20'10'
1 CURB RAMP DETAIL
REDWOOD DR & COMMERCE AVE - NORTHWEST 2 CURB RAMP DETAIL
REDWOOD DR & DOWDELL AVE - SOUTHEAST 3 CURB RAMP DETAIL
COUNTRY CLUB DR & RACQUET CLUB CIR - SOUTHWEST 4 CURB RAMP DETAIL
SNYDER LN & SAN FRANCISCO WAY - NORTHWEST
5 CURB RAMP DETAIL
SNYDER LN & MOURA LN - NORTHEAST 6 CURB RAMP DETAIL
HEATH CIR & HEATH CIR - SOUTHEAST 7 CURB RAMP DETAIL
HEATH CIR & HEATH CIR - SOUTHWEST 8 CURB RAMP DETAIL
MICHAEL WAY & MAURICE AVE - SOUTHEAST
SHEET KEYNOTES
C1 CASE A CURB RAMP PER 2023 CALTRANS STD A88A.
C2 CASE B CURB RAMP PER 2023 CALTRANS STD A88A.
C3 CASE C CURB RAMP PER 2023 CALTRANS STD A88A.
C4 PAINT CURB RED.
U1 ADJUST UTILITY COVER TO FINISHED GRADE.
CONSTRUCTION LEGEND
0.5' HMA PLUG OR MATCH (E) THICKNESS WHICHEVER IS GREATER.
SEE NOTES SHEET C-501
DETECTABLE WARNING SURFACE
2
C-501
1
C-501
3
C-501
CONSTRUCTION NOTES
1. CONFORM CURB RAMPS TO THE NEXT ADJACENT SCORE LINE OR
EXPANSION JOINT.
2. 2023 CALTRANS STANDARD PLAN A88A
4
C-501
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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6
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
E. IKECHI
E. IKECHI
M. EOFF
CURB RAMP
CONSTRUCTION & PAYMENT DETAILS
C-501
33
1 PAYMENT LIMITS CURB RAMP CASE A 3 PAYMENT LIMITS CURB RAMP CASE C2PAYMENT LIMITS CURB RAMP CASE B
SHEET LEGEND
CURB RAMP ITEM INCLUDES MINOR CONCRETE (CURB RAMP), CURB
& GUTTER, AND DETECTABLE WARNING SURFACE
MINOR CONCRETE (SIDEWALK )
CURB & GUTTER
SHEET KEYNOTES
1. LAYOUTS REPRESENT APPROXIMATE LIMITS OF CURB RAMP
RECONSTRUCTION.
2. CONTRACTOR SHALL CONSTRUCT CURB RAMPS IN COMPLIANCE WITH
ADA REQUIREMENTS.
3. CONTRACTOR SHALL PROTECT IN PLACE, ADJUST TO GRADE UTILITIES,
OR REMOVE AND REPLACE FURNITURE AS NECESSARY TO CONSTRUCT
IMPROVEMENTS IN PLACE.
4 2023 CALTRANS STANDARD PLAN A88A
2
C-503
PROPOSED TWO-WAY BIKE RAMP
DRAINAGE OPENING WITH SLIP RESISTANT PLATE.
SEE DETAIL 2 THIS SHEET.
BOLT IN CURB
CONFORM TO EXISTING CURB & GUTTER
CONFORM TO EXISTING CURB & GUTTER
EXISTING SIDEWALK
TO REMAIN
ALGRIP PLATE & EMBED FRAMES OR
SIMILAR SLIP RESISTANT VARIATION
MINOR CONCRETE BULB OUT.
WIDTH VARIES
EXISTING SB
TRAVEL LANE
VA
R
I
E
S
EXISTING ROADWAY
EXISTING CURB & GUTTER TO RE REMOVED FOR
BIKE RAMP CONSTRUCTION.
SECTION OF THE ROADWAY TO BE REMOVED
AND REBUILT TO ALLOW FOR CONSTRUCTION OF
BIKE RAMP AND BULB-OUTS.
BIKE RAMP
MAX SLOPE 1.8%
MINOR
CONCRETE
VARIES 0' TO 2.5'
MINOR CONCRETE
BIKE RAMP
8' WIDE
MINOR CONCRETE
BULB-OUT
VARIES 0.5' TO 3'
VA
R
I
E
S
SLIP RESISTANT PLATE (ALGRIP PLATE OR EQUAL)
DRILL & COUNTERSINK FOR 1/4" DIA.
HOT-DIP GALV. ALLEN HEX-SOCKET
FLAT-HEAD CAP SCREWS AT 16" O.C.
3"
1/2" CONTINUOUS
BARSTOCK COVER
SUPPORT 24" O.C.
1/2" x 3" CONTINUOUS
BARSTOCK. DRILL & TAP
FOR 1/4" DIA. SCREWS.
1/2" x 1/4" BARSTOCK
CONTINUOUS
TWO #3 A706
BARS AT 24" O.C.
1/4 2-24
1/4
DETAIL "A"
DETAIL "A"
3"
(E) AC TO BE REMOVED
6' EDGE GRIND
(E) CURB
& GUTTER
WHERE
PRESENT
(E) SUBGRADE
(E) AC
(E) AC SURFACE
FINISHED HMA OVERLAY
(E) AB
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
C:
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6
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
E. IKECHI
E. IKECHI
M. EOFF
CONSTRUCTION DETAILS 2
C-502
34
1 BULB-OUT BIKE RAMP DETAIL 2 BULB-OUT FLOW THROUGH WITH NON-SLIP PLATE
2
C-502
REMOVAL
PROPOSED MINOR CONCRETE BIKE RAMP AND BULB OUTS
EXISTING CURB & GUTTER AND SIDEWALK
SHEET LEGEND
3 CONFORM/EDGE GRIND
CAMINO COLEGIO
E.
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20' (TYPICAL)
18' (MINIMUM)22' (TYPICAL)8' (TYPICAL)
7' (MINIMUM)
FACE OF CURBDRIVEWAY
2'
1'1'4" WHITE THERMOPLASTIC
PAVEMENT MARKING
TOTAL MARKING AREA = 1.5 SF
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
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TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
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E. IKECHI
E. IKECHI
M. EOFF
CONSTRUCTION DETAILS 3
C-503
35
45° (TYP)
15' (TYP)
39
27B BUFFER SIZE AND LAYOUT PER PLAN
BIKE LANE
DIRECTION OF TRAVEL
1 BUFFER STRIPING DETAIL
2 BIKE BLOCK DETAIL
3 PARKING TEE DETAIL
NOTE:
1. MAINTAIN SPACING OF1.5' MIN BETWEEN EACH BOLT IN CURB.
2. DELINEATOR TO BE INSTALLED INTO EVERY FIRST BOLTED
CURB AT EACH DRIVEWAY OR STREET BREAK.
15' (TYP)
BUFFER LAYOUT PER PLAN
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
45° (TYP)27B
32 OR 27B
32 OR 27B
4 ROADSIDE SIGN INSTALLATION DETAIL
36" CLASS 1 DELINEATOR
(PEXCO FG300 OR APPROVED EQUAL)
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
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E
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R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
E. IKECHI
E. IKECHI
M. EOFF
CONSTRUCTION DETAIL 4
C-504
36
1 STANDARD PRECAST CONCRETE MANHOLE FOR SANITARY SEWER 3 MANHOLE COVER PLACEMENT2SANITARY SEWER MANHOLE COVER
EMULSION
PMCQS-1h,
TON
TYPE II
AGGREGATE,
TON
WHITE
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
YELLOW
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
DETAIL 8,
LF
DETAIL 22,
NO PASSING
ZONES TWO
DIRECTIONAL,
LF
DETAIL 27B,
RIGHT EDGE
LINE,
LF
DETAIL 29
MEDIAN
ISLAND,
LF
DETAIL 32,
TWO WAY
LEFT TURN
LANE,
LF
DETAIL 38,
CHANELLIZING
LINE,
LF
DETAIL 39,
BIKE LANE,
LF
DETAIL 39A,
INTERSECTIO
N BIKE LANE,
LF
4" WHITE
STRIPE,
LF
6" WHITE
STRIPE,
LF
GREEN
CONFLICT
MARKING,
SF
GOLF COURSE DRIVE W 4.1 25.6 573.5 0 1241 0 0 313 0 634 0 0 0 57 0
AVRAM AVENUE 1.7 10.3 82 0 0 750 0 0 0 0 0 0 0 0 0
BODWAY PARKWAY 25.5 158.5 1632.5 0 2174 36 6999 0 0 1212 7348 398 0 1935 1573
CADIZ COURT 0.9 5.3 41 0 0 0 0 0 0 0 0 0 0 0 0
CAIRO COURT 1.2 7.2 43 0 0 0 0 0 0 0 0 0 0 0 0
CALCUTTA COURT 2.3 14.2 44 0 0 0 0 0 0 0 0 0 0 0 0
CAPRI WAY 1.9 11.5 66 0 0 0 0 0 0 0 0 0 0 0 0
COMMERCE BOULEVARD 1 13.8 86.1 1339 0 867 607 0 0 1256 420 3284 156 133 82 260
COMMERCE BOULEVARD 2 18.2 113.0 1499.5 0 1390 2025 1800 705 3035 1115 1490 200 0 0 0
CORAL COURT 1.0 6.1 53 0 0 0 0 0 0 0 0 0 0 0 0
CORINTH COURT 1.9 12.1 45 0 0 0 0 0 0 0 0 0 0 0 0
CORONADO COURT 1.9 11.9 45 0 0 0 0 0 0 0 0 0 0 0 0
CORSICA COURT 2.5 15.6 46 0 0 0 0 0 0 0 0 0 0 0 0
DOWDELL AVENUE 1 12.7 78.9 553 0 0 710 0 0 1806 353 3791 604 0 0 0
DOWDELL AVENUE 2 8.5 53.1 227 0 0 3730 0 0 0 0 3600 100 0 0 0
EAST COTATI AVENUE (EAST)22.5 140.0 4301.5 0 3707 86 0 0 160 857 4048 557 0 0 1380
EMILY AVENUE 8.3 51.5 138 0 0 0 0 0 0 0 0 0 0 0 0
ENTERPRISE DRIVE 13.8 86.0 1497 0 3200 200 0 0 0 1133 0 0 0 0 0
GOLF COURSE DRIVE 1 10.6 66.0 1475.5 0 1836 120 0 0 0 547 2587 860 126 228 0
GOLF COURSE DRIVE 2 19.7 122.5 1765 0 2528 1910 0 0 0 606 4768 600 0 0 805
GOLF COURSE DRIVE
W/WILFRED AVE 22.2 138.1 1113 0 3139 2796 0 734 0 1669 4370 1288 0 0 1068
HUDIS STREET 1.1 7.0 22 0 0 0 0 0 0 0 0 0 0 0 0
LABATH AVENUE 7.3 45.6 546 0 0 3050 0 0 0 0 0 0 0 0 0
LACROSSE COURT 3.1 19.5 256 0 0 0 0 0 0 0 0 0 0 0 0
LAMONT COURT NORTH 2.5 15.8 107 0 0 0 0 0 0 0 0 0 0 0 0
LANCASTER DRIVE 6.8 42.5 0 0 0 0 1910 0 0 0 0 0 0 0 0
LANCASTER DRIVE 8.6 53.3 182 518 0 0 3230 0 0 0 0 0 0 0 0
LANCEWOOD COURT 1.7 10.8 0 0 0 0 0 0 0 0 0 0 0 0 0
LANYARD COURT EAST 1.3 7.8 140 0 0 0 0 0 0 0 0 0 0 0 0
LANYARD COURT WEST 2.2 13.6 126 0 0 0 0 0 0 0 0 0 0 0 0
LASSEN COURT 2.6 15.9 136 0 0 0 0 0 0 0 0 0 0 0 0
LILAC WAY 3.0 18.4 0 0 0 0 0 0 0 0 0 0 0 0 0
LIMAN WAY 8.9 55.1 255 1836 0 0 0 0 0 0 0 0 0 0 0
LINDSAY AVENUE 3.6 22.3 156 0 0 0 0 0 0 0 0 0 0 0 0
LOMBARD WAY 7.2 44.9 22 0 0 0 0 0 0 0 0 0 0 0 0
LORDS MANOR WAY 6.8 42.5 194 0 0 0 0 0 0 0 0 0 0 0 0
LYDIA COURT NORTH 2.0 12.6 134 0 0 0 0 0 0 0 0 0 0 0 0
MACAW COURT 1.9 11.7 43 0 0 0 0 0 0 0 0 0 0 0 0
MAIDEN WAY 1.2 7.3 192 0 0 0 0 0 0 0 0 0 0 0 0
MCNAIR COURT 0.9 5.9 45 0 0 0 0 0 0 0 0 0 0 0 0
MEDALLION WAY 1.4 8.6 48 0 0 0 0 0 0 0 0 0 0 0 0
MILLBRAE AVENUE 1.6 9.8 0 0 0 1140 0 0 0 0 0 0 0 0 0
MITCHELL DRIVE 2.0 12.2 42 0 0 0 0 0 0 0 0 0 0 0 0
REDWOOD DRIVE 1 11.0 68.4 350 0 1884 730 0 0 869 524 2250 280 0 0 2003
REDWOOD DRIVE 2 6.0 37.3 138 0 1531 272 0 0 633 130 781 0 0 0 0
REDWOOD DRIVE 3 1.4 8.8 51 0 363 130 0 0 119 60 183 181 0 0 0
ROBERTS LAKE ROAD 6.7 41.7 80 0 0 2940 389 0 0 0 2320 0 0 0 0
SANTA ALICIA DRIVE 9.5 59.3 332 806 0 0 0 0 0 0 0 0 209 294 0
SANTA CRUZ WAY 1.8 11.4 686 0 0 0 0 0 0 0 0 0 0 0 0
SANTA DORETEA CIRCLE 1 2.1 13.2 0 0 0 0 0 0 0 0 0 0 0 0 0
SANTA DORETEA CIRCLE 2 4.9 30.3 118 0 0 0 0 0 0 0 0 0 0 0 0
SNYDER LANE 4.8 30.1 268.5 0 715 445 0 92 0 145 858 202 0 0 0
SOUTHWEST BOULEVARD 1 2.2 13.7 191 0 131 733 0 0 0 200 421 0 0 0 0
STATE FARM DRIVE 12.6 78.3 1473.5 0 2557 0 0 90 0 795 2359 203 0 0 318
MAGNOLIA AVENUE 5.5 34.3 44 0 0 656 0 0 0 0 0 0 0 0 0
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
T ATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
MA
L
M. EOFF
E. IKECHI
J. SCHMAL
SLURRY SEAL -
PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
Q-601
37
SLURRY SEAL - PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
NTS
ASPHALTIC
EMULSION
PMCRS-2h,
TON
3/8"
SCREENINGS,
SY
ASPHALTIC
EMULSION
PMCQS-1h,
TON
TYPE II
AGGREGATE,
TON
FOG SEAL,
TON
12" HMA PLUG,
SY
WHITE
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
YELLOW
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
DETAIL 8,
LF
DETAIL 22,
NO PASSING
ZONES TWO
DIRECTIONAL,
LF
DETAIL 27B,
RIGHT EDGE
LINE,
LF
DETAIL 29
MEDIAN
ISLAND,
LF
DETAIL 32,
TWO WAY
LEFT TURN
LANE,
LF
DETAIL 38,
CHANELLIZING
LINE,
LF
DETAIL 39,
BIKE LANE,
LF
DETAIL 39A,
INTERSECTIO
N BIKE LANE,
LF
4" WHITE
STRIPE,
LF
6" WHITE
STRIPE,
LF
GREEN
CONFLICT
MARKING,
SF
EAGAN COURT 3.9 2100 2.4 14.7 0.5 16 41 0 0 0 0 0 0 0 0 0 0 0 0
HAILEY COURT 8.9 4770 5.4 33.4 1.2 30 44 0 0 0 0 0 0 0 0 0 0 0 0
HALCYON PL 1.2 640 0.7 4.4 0.2 8 131 0 0 0 0 0 0 0 0 0 0 0 0
HEATH CIRCLE 7.8 4150 4.7 29.0 1.0 14 46 0 0 0 0 0 0 0 0 0 0 0 0
MICHAEL WAY 3.0 1620 1.8 11.3 0.4 15 21 0 0 0 0 0 0 0 0 0 0 0 0
MONIQUE PLACE 7.8 4140 4.7 28.9 1.0 29 86 0 0 0 0 0 0 0 0 0 0 0 0
REDWOOD DRIVE 1 16.8 8950 10.1 62.6 2.2 0 329 0 1747 0 0 0 0 215 1875 589 0 0 1867
REDWOOD DRIVE 2 11.3 6000 6.8 42.0 1.5 0 185 0 1743 0 0 0 1730 0 1723 20 0 0 0
REDWOOD DRIVE 3 4.3 2320 2.6 16.2 0.6 0 128 0 525 540 0 0 0 70 390 117 0 0 240
REDWOOD DRIVE 4 25.0 13350 15.0 93.4 3.3 21 748 0 3600 640 0 70 830 380 5030 390 0 0 0
SOUTHWEST BOULEVARD 2.5 1340 1.5 9.3 0.3 0 207 0 357 360 0 0 0 179 179 0 0 0 0
COLD PLANE
ASPHALT
CONCRETE
PAVEMENT,
SY
HOT MIX ASPHALT
(Type A),
TON
12" HMA PLUG,
SY
WHITE
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
YELLOW
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
DETAIL 8,
LF
DETAIL 22,
NO PASSING
ZONES TWO
DIRECTIONAL,
LF
DETAIL 27B,
RIGHT EDGE
LINE,
LF
DETAIL 29
MEDIAN
ISLAND,
LF
DETAIL 32,
TWO WAY
LEFT TURN
LANE,
LF
DETAIL 38,
CHANELLIZING
LINE,
LF
DETAIL 39,
BIKE LANE,
LF
DETAIL 39A,
INTERSECTIO
N BIKE LANE,
LF
4" WHITE
STRIPE,
LF
6" WHITE
STRIPE,
LF
GREEN
CONFLICT
MARKING,
SF
COMMERCE BOULEVARD 10630 1860 0 803.5 0 2608 620 0 0 841 831 2375 993 0 0 1384
GOLF COURSE DRIVE 18140 3170 42 2622 0 4945 80 0 0 70 860 4530 400 0 0 0
CAMINO COLEGIO 24250 4230 78 2516 316 7041 70 0 36 0 1301 2120 0 0 33 0
COUNTRY CLUB DRIVE 2500 440 7 210 0 0 0 0 0 0 450 0 0 0 0 0
REDWOOD DRIVE 9460 1650 27 261 0 2000 10 0 850 0 500 1500 610 0 0 1300
SNYDER LANE 1 6370 1120 21 351 0 1004 80 0 22 597 140 1318 125 0 0 0
SNYDER LANE 2 8040 1410 22 288 3030 0 1240 0 0 900 270 3010 180 0 119 0
CONFORM
GRIND,
SY
HOT MIX ASPHALT
(Type A),
TON
12" HMA PLUG,
SF
WHITE
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
YELLOW
THERMOPLASTIC
PAVEMENT
MARKINGS,
SF
DETAIL 8,
LF
DETAIL 22,
NO PASSING
ZONES TWO
DIRECTIONAL,
LF
DETAIL 27B,
RIGHT EDGE
LINE,
LF
DETAIL 29
MEDIAN
ISLAND,
LF
DETAIL 32,
TWO WAY
LEFT TURN
LANE,
LF
DETAIL 38,
CHANELLIZING
LINE,
LF
DETAIL 39,
BIKE LANE,
LF
DETAIL 39A,
INTERSECTIO
N BIKE LANE,
LF
4" WHITE
STRIPE,
LF
6" WHITE
STRIPE,
LF
GREEN
CONFLICT
MARKING,
SF
ELEANOR AVENUE 2230 1104.375 16 108 0 0 620 0 0 0 62 0 0 0 0 0
HOLLY AVENUE 1 2230 893.1875 104 520 0 0 0 0 0 0 0 0 0 0 0 0
HOLLY AVENUE 2 1460 703.3125 8 138 0 0 0 0 0 0 0 0 0 0 0 0
SHEET
SHEETS
OF
DWG NO:
PROJECT:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
REV. NO. DATE DESCRIPTION BYCITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CALIFORNIA 94928
PHONE: (707) 588-2232 FAX: (707) 794-9242
APPROVED:
JULIAN DE ANDA R.C.E. C82463
ACTING CITY ENGINEER
DEC. 2025
38
12652068
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1
CITY OF ROHNERT PARK
ROHNERT PARK 2025 CITYWIDE PAVEMENT PROJECT
PROJECT No. 2025 - 08
This document and the ideas and designs incorporated herein, as an
instrument of professional service, is the property of GHD. This document
may only be used by GHD’s client (and any other person who GHD has
agreed can use this document) for the purpose for which it was prepared
and must not be used by any other person or for any other purpose.
Conditions of Use
2235 Mercury Way Suite 150
Santa Rosa California 95407 USA
T 1 707 523 1010
GHD Inc.
C87192No.
R
EGISTERED P R O F E SSIONAL
E
N
G
I
N
E
E
R
S
TATEOF C A L I F O R NIACIVIL
JER E M Y M . SCH
M
A
L
M. EOFF
E. IKECHI
J. SCHMAL
CAPE SEAL, GRIND & OVERLAY, OVERLAY -
PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
Q-602
38
CAPE SEAL - PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
3" GRIND & 3" OVERLAY - PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
3" OVERLAY - PAVEMENT, STRIPING & PAVEMENT MARKING QUANTITIES
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
CITY OF ROHNERT PARK
CONTRACT DOCUMENTS, SPECIAL PROVISIONS AND
STANDARD SPECIFICATIONS
FOR
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
BID DUE DATE: FEBRUARY 12, 2026 BY 2:00PM
REQUEST FOR INFORMATION DUE: JANUARY 26, 2026
Prepared by
City of Rohnert Park-
Public Works
600 Enterprise Drive
Rohnert Park, CA 94928
(707) 588-3300
CITY COUNCIL
Mayor – Emily Sanborn
Vice Mayor – Jackie Elward
Council Member –Samantha Rodriguez
Council Member – Gerard Giudice
Council Member – Susan Hollingsworth Adams
City Manager – Marcela Piedra
Acting City Engineer – Julian De Anda
Approved: ____________________________________
Julian De Anda, PE Date
Acting City Engineer
4883-4068-7264 v2 TOC-i
OAK #4883-4068-7264 v1 (Rev. 1-24)
TABLE OF CONTENTS
Page
PART 1 - BID DOCUMENTS
Invitation for Sealed Bids 1-1
Instructions to Bidders 1-3
Bidder's Proposal 1-7
Schedule of Bid Prices 1-9
Addendum Acknowledgment 1-10
Contractor's License Declaration 1-11
List of Subcontractors 1-12
Bid Bond 1-13
Noncollusion Declaration 1-14
Declaration of Eligibility to Contract 1-15
In-Use Off-Road Diesel-Fueled Fleets Certification 1-16
Sample Contract 1-18
Insurance 1-25
Sample Certificate of Insurance and Endorsements 1-26
PART 2 - SPECIAL PROVISIONS
Paragraph Page
Project Owner 2.01 2-1
Location and Description of Work 2.02 2-1
Insurance Requirements for Contractors 2.03 2-1
Bonds 2.04 2-5
Liquidated Damages 2.05 2-5
Withdrawals of Proposals 2.06 2-5
Drawings and Specifications 2.07 2-5
Cooperation and Collateral Works 2.08 2-6
Protection and Restoration of Existing Improvements 2.09 2-6
Permits and Licenses 2.10 2-6
Approved Debris Haulers 2.11 2-6
Field Review Prior to Bidding 2.12 2-7
Testing 2.13 2-7
Working Hours and Record Drawings 2.14 2-7
Project Notification and Identification Sign 2.15 2-7
PART 3–STANDARD SPECIFICATIONS
SECTION 1 - DEFINITIONS AND TERMS
Paragraph Page
Definitions and Terms ........................................................................................... n/a 3-1
SECTION 2 - PROPOSAL REQUIREMENTS AND CONDITIONS
Intent ...................................................................................................................... 2.1 3-4
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SECTION 3 - AWARD AND EXECUTION OF CONTRACT
Award of Contract ....................................................................................... .......... 3.1 3-5
Bid Protests ................................................................... ......................................... 3.2 3-5
Return of Proposal Guarantees .............................................................................. 3.3 3-5
Bonds ................................................................................. .................................... 3.4 3-6
Execution of Contract ........................................................................ .................... 3.5 3-6
Failure to Execute Contract ................................................................................... 3.6 3-6
SECTION 4 - SCOPE OF WORK
Work to be Done by Contractor .................................................................. .......... 4.1 3-8
Final Cleanup ............................................................................................ ............. 4.2 3-8
Changes in the Contract - Effect Between Parties ...................................... .......... 4.3 3-8
Maintenance of Detours .............................................................................. .......... 4.4 3-11
Use of Materials Found on the Work .......................................................... .......... 4.5 3-12
SECTION 5 - CONTROL OF THE WORK
Authority of City Engineer ....................................................................... ............. 5.1 3-13
Plans..................................................................................................... ................... 5.2 3-13
Conformity with Plans ................................................................................ .......... 5.3 3-13
Working Drawings ...................................................................................... .......... 5.4 3-13
Coordination of Plans, Specifications, and Special Provisions .................. .......... 5.5 3-13
Interpretation of Plans and Specifications .................................................. .......... 5.6 3-14
Superintendence .......................................................................................... .......... 5.7 3-14
Lines, Grades and Measurements ............................................................... .......... 5.8 3-14
Inspection .................................................................................................... ........... 5.9 3-15
Unauthorized Work and Defective Work or Materials ............................... ......... 5.10 3-16
Methods and Equipment ............................................................................. .......... 5.11 3-16
Final Inspection and Acceptance ................................................................ .......... 5.12 3-17
Cleanup Work ........................................................................................... ............. 5.13 3-17
SECTION 6 - CONTROL OF MATERIALS
City-Furnished Materials ....................................................................................... 6.1 3-18
Materials to be Furnished by the Contractor ............................................... ......... 6.2 3-18
Source of Supply and Quality of Materials ................................................. ......... 6.3 3-18
Water and Electric Power ........................................................................... ........... 6.4 3-19
Materials and Workmanship; Warranty................................................................. 6.5 3-19
Storage of Materials .................................................................................... .......... 6.6 3-19
Samples and Specimens .............................................................................. .......... 6.7 3-20
Trade Names and Alternatives .................................................................... .......... 6.8 3-20
Removal of Equipment or Materials ........................................................... .......... 6.9 3-20
Testing of Materials .................................................................................... ........... 6.10 3-20
SECTION 7 - LEGAL RELATIONS AND RESPONSIBILITY
Laws to be Observed ................................................................................... .......... 7.1 3-21
Permits ........................................................................................................ ........... 7.2 3-21
Patent Claims .............................................................................................. ........... 7.3 3-21
Sanitary Provisions ..................................................................................... ........... 7.4 3-21
Right of Way and Right of Access .............................................................. ......... 7.5 3-22
Public Convenience and Access ................................................................. .......... 7.6 3-22
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Storage of Materials in Public Streets, Roads or Highways ....................... ......... 7.7 3-22
Public Safety ............................................................................................... ........... 7.8 3-22
Street Closures, Detours, Barricades .......................................................... .......... 7.9 3-23
Use of Explosives ....................................................................................... ........... 7.10 3-23
Preservation of Property ............................................................................. ........... 7.11 3-24
Preservation of Monuments ........................................................................ .......... 7.12 3-24
Safeguarding Excavations and Structures ................................................... ......... 7.13 3-24
Emergencies and Responsibility for Damage ............................................. .......... 7.14 3-24
Disposal of Material Outside of City's Right of Way ............................. ............. 7.15 3-25
Contractor's Responsibility for Work ......................................................... .......... 7.16 3-25
City Engineer Cannot Waive Obligations ................................................. ........... 7.17 3-26
Rights in Land Improvements ..................................................................... .......... 7.18 3-26
Personal Liability ........................................................................................ ........... 7.19 3-26
Repair of Equipment ................................................................................... .......... 7.20 3-27
Contractor's Legal Address ......................................................................... .......... 7.21 3-27
Cooperation and Collateral Works .............................................................. .......... 7.22 3-27
Utilities ........................................................................................................ ........... 7.23 3-27
In-Use Off-Road Diesel-Fueled Fleets Regulation. .............................................. 7.24 3-30
SECTION 8 - PROSECUTIONS AND PROGRESS
Subcontracts ................................................................................................ ........... 8.1 3-32
Assignment .................................................................................................. .......... 8.2 3-32
Progress of the Work .................................................................................. ........... 8.3 3-32
Character of Workers ................................................................................ ............ 8.4 3-32
Temporary Suspension of Work ................................................................. .......... 8.5 3-32
Time of Essence, Liquidated Damages, Extension of Time by City ...... ............. 8.6 3-33
Default By Contractor…………………………………………………….. ....... 8.7 3-34
Work at Night ........................................................................................................ 8.8 3-34
Maximum Length of Open Trench ............................................................. .......... 8.9 3-34
Limited Acceptance of Work ...................................................................... .......... 8.10 3-35
SECTION 9 - MEASUREMENT AND PAYMENT
Measurement for Payment .......................................................................... .......... 9.1 3-36
Scope of Payment ....................................................................................... ........... 9.2 3-36
Deductions from Payments ......................................................................... .......... 9.3 3-36
Schedule of Values...................................................................................... ........... 9.4 3-36
Payments and Monthly Estimates ............................................................... .......... 9.5 3-37
Payment for Stored Materials Off Site .................................................................. 9.6 3.38
Payment for Extra Work ........................................................................................ 9.7 3-38
Final Payment ............................................................................. ........................... 9.8 3-38
SECTION 10 - CLAIMS BY CONTRACTOR
Obligation to File Claims for Disputed Work....................................................... 10.1 3-39
Form and Contents of Claim................................................................................. . 10.2 3-39
Informal Conference after Claim Submission....................................................... 10.3 3-40
Mediation ............................................................................................................... 10.4 3-40
Other Matters ......................................................................................................... 10.5 3-41
Compliance with Statutory Procedures ................................................................. 10.6 3-42
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PART 4 – TECHNICAL SPECIFICATIONS
DIVISION 01 – GENERAL REQUIREMENTS
01110 Summary of Work
01270 Measurement and Payment
01300 Special Project Constraints
01310 Coordination
01330 Contractor Submittals
01356 Storm Water Pollution Prevention
01450 Quality Control
01505 Mobilization/Demobilization
01510 Temporary Utilities and Facilities
01555 Temporary Traffic Control Systems
01560 Protection of Existing Facilities
01600 Product Requirements
01770 Project Closeout
DIVISION 02 – SITEWORK
02001 Site Conditions
02003 Existing Utilities and Underground Structures
02110 Site Preparation
02120 Contaminated Materials Handling and Disposal
02220 Demolition, Salvage and Abandonment
02221 Existing Highway Facilities
02316 Earthwork
02700 Paving Systems
02750 Seals
02760 Traffic Striping, Pavement Markers, Pavement Markings and Signage
02770 Crack Sealing
02800 Irrigation
02902 Aggregate Base
DIVISION 03 – CONCRETE
03300 Cast-in-Place Concrete
PART 5 – DRAWINGS
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
PART 1 - BID DOCUMENTS
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-1
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INVITATION FOR SEALED BIDS
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
Notice is hereby given that on Thursday, February 12, 2026, at 2:00:00 PM at 130 Avram Avenue, Rohnert
Park, California, the City of Rohnert Park will receive and open sealed bids for the 2025 Pavement
Preventative Maintenance Project, Project No. 2025-08 (“Project”). Sealed bids shall be dropped off in
the secured box to the right of the main doors in front of City Hall before 2:00:00 PM on February 12,
2026. The work is described generally as pavement grinding and overlay, crack sealing, slurry seal, chip
seal, striping and marking and curb ramp replacement and concrete flatwork. The Contractor must have a
valid California contractor’s license, a Class A license. The Engineer’s estimate for this Project is $8.14
Million. The Contractor must begin work within fifteen (15) calendar days after official notice by the City
Engineer to proceed with the work and must diligently prosecute the same to completion within 120
business days of that Notice.
Under California Labor Code Section 1770, et seq., copies of the determination of the Director of the
Department of Industrial Relations of the general prevailing rate of per diem wages for each craft,
classification and type of workman needed to execute the work are on file in and available to any interested
person on request at the Department of Public Works, or on the Internet at
http://www.dir.ca.gov/dlsr/PWD/index.htm, and are incorporated herein. (Labor Code Sec. 1773.2.)
Prevailing wage determinations must also be posted at each job site.
Labor Code Section 1725.5 provides that no contractor or subcontractor may be listed on a bid proposal
for a public works project nor awarded a contract for public work on a public works project unless
registered with the Department of Industrial Relations [with limited exceptions from this requirement for
bid purposes only under Labor Code section 1771.1(a)]. This Project is subject to compliance monitoring
and enforcement by the Department of Industrial Relations. All contractors and subcontractors must
furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor
Standards Enforcement). The prime contractor must also post jobsite notices prescribed by regulation.
Per California Civil Code Section 9550, a payment bond in the amount of one hundred percent (100%) of
the bid total will be required from the successful bidder for bids exceeding twenty-five thousand dollars
($25,000). A performance bond will also be required for bids exceeding twenty-five thousand dollars
($25,000). The bond(s) must be provided within ten (10) calendar days from notice of award and prior to
the performance of any work.
For any moneys earned by the Contractor and withheld by the City of Rohnert Park to ensure the
performance of the contract, the Contractor may, at its request and sole expense, substitute certain
securities equivalent to the amount withheld in the form and manner and subject to the terms and
conditions provided in the California Public Contracts Code Section 22300.
This notice incorporates by reference the terms, conditions and requirements of the specifications
approved by the City, any and all changes or amendments to the specifications, and special instructions
or special notice issued or given to prospective bidders.
The City of Rohnert Park makes no representation or warranty of the condition of the jobsite. All
prospective bidders are requested to carefully review the plans and specifications and to examine and
conduct tests or otherwise satisfy themselves as to the conditions at the Project site, subject to coordination
with the office of the Rohnert Park City Engineer.
Except as otherwise indicated in the Instructions to Bidders, bids will be publicly opened, examined and
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declared on said day and hour and referred to and considered by the City Council at a future City Council
meeting. Each bid must be submitted on the bid forms furnished by the City, and each bid must include
all the items shown on these forms. Substitute forms may be used if specified in this Notice.
The City reserves the right, in its sole discretion, to reject any or all bids, to re-bid, or to waive
inconsequential defects in bidding not involving time, price or quality of the work. The City may reject
any and all bids and waive any minor irregularity in the bids.
A digital copy of the drawings and specifications can be obtained on the Bids page of the City of
Rohnert Park website (www.rpcity.org/Bids). A hard copy of the drawings and specifications may be
obtained from Draftech for a non-refundable fee. Draftech Blueprinting is located at 1544 Terrace Way,
Santa Rosa, CA 95404, phone number 707-578-9442.
To ensure receipts of addendums, any party interested in the Project shall place their information
with the Department of Public Works at 707-588-3300 or PWProjects@rpcity.org. Submit
requests for information (RFIs) by January 26, 2026, to the Department of Public Works at
PWProjects@rpcity.org and/or jsampietro@rpcity.org.
Posted Date: January 13, 2026 /s/ SYLVIA LOPEZ CUEVAS
Published Date: January 16, 2026 City Clerk of the City of Rohnert Park
January 23, 2026
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INSTRUCTIONS TO BIDDERS
The bidder must file its bid with the City Engineer of the City of Rohnert Park, California, using the copy of
the Bidder's Proposal and Schedule of Bid Prices furnished with the specifications. These documents must
be placed in a sealed envelope marked:
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
and addressed to the City Engineer of the City of Rohnert Park, California. Said sealed bids shall be dropped
off in the secured box to the right of the main doors in front of City Hall located at 130 Avram Avenue,
Rohnert Park, California before 2:00:00 PM on February 12, 2026. The bidder must not file the book of
Special Provisions or the Contract Drawings with their bid.
The bidders’ attention is directed to the schedule of bid prices that requires this Project bid as a unit price
contract.
Bid Forms. Each proposal and all bid submittals must conform and be responsive to the Invitation and the
Plans, Specifications and Contract documents.
The wording of the proposal and bid submittals must not be changed. Any additions, conditions, limitations,
or provisions inserted by the bidder will render the proposal irregular and may cause its rejection. Erasures
or interlineations in the proposal or other submittals must be explained or noted over the signature of the
bidder.
In case of discrepancy between a unit price and the total price set forth for the unit price item, the unit price
shall prevail. Discrepancies between the indicated sum of any column of numerals and the correct sum
thereof will be resolved in favor of the correct sum. Discrepancies between written words and figures, or
words and numerals, will be resolved in favor of the words.
Prices. All proposals must give the prices proposed, both in writing and in figures in the respective spaces
provided, and must be signed by the bidder, who must fill out all blanks in the proposal form as therein
required.
Rejection of Bids. Proposals may be rejected if they show any alterations of form, additions not called for,
conditional proposals, incomplete proposals, erasures, or irregularities of any kind, excepting that erasures or
delineations in the proposal will be accepted as provided under “Bid Forms” above.
When proposals are signed by an agent, other than the officer or officers of a corporation authorized to sign
Contracts on its behalf or a member of a co-partnership, a Power of Attorney must be on file with the City
prior to opening proposals or must be submitted with the proposal; otherwise, the proposal may be rejected
as irregular and unauthorized.
Bid Security. All proposals must be presented under sealed cover and accompanied by one of the following
forms of bidder’s security: Cashier’s check, certified check, or a bidder’s bond in the form provided herein,
executed by an admitted surety insurer authorized to transact business in this State, made payable to the City.
The submitted bidder’s bond must be the City’s bid bond. The security must be in an amount equal to at least
ten percent (10%) of the proposal amount. A proposal will not be considered unless one of the forms of
bidder’s security is enclosed with it. A bidder’s bond will not be accepted unless it has been properly filled
out and executed by both the surety and the bidder.
Withdrawal of Bid. Any bid may be withdrawn at any time prior to the time fixed in the public notice for
the opening of proposals only by a written request for withdrawal of the bid filed with the City Engineer. The
request must be executed by the bidder or its duly authorized representative. The withdrawal of a bid does
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not prejudice the right of the bidder to file a new bid. No bid may be withdrawn after the time fixed in the
public notice for the opening of bids.
Means of Submittal. Proposals submitted by facsimile and proposals failing to reach the office of the City
prior to the date and time set for receipt of same will not be considered.
Opening. Bids will be opened and read at the time and place indicated in the Invitation for Sealed Bids.
Bidders and the public are invited to be present.
Multiple Proposals. More than one proposal from an individual, a firm, partnership, corporation or an
association under the same or different names, will not be considered. Reasonable grounds for believing that
any bidder is interested in more than one proposal for the work contemplated will cause the rejection of all
proposals in which such bidder is interested. If there is reason for believing that collusion exists among the
bidders, none of the participants in such collusion will be considered in this or future proposals. Proposals in
which the prices obviously are unbalanced may be rejected.
License Requirement. No proposal will be accepted from a Contractor who is not licensed in accordance
with law under the provisions of Division III, Chapter 9, of the Business and Professions Code of the State
of California, or from a Contractor that has been deemed irresponsible or unresponsive by the City Council.
Subcontractors. Subcontractors listed by the bidder in accordance with the Special Provisions included
herein must be properly licensed under the laws of the State of California for the type of work which they are
to perform.
All bidders are hereby notified that they will be required to comply strictly with the provisions of Sections
4100 to 4113, inclusive, of the Public Contract Code of the State of California.
Each bidder must file with its proposal the name and location of the place of business, contractor’s license
number and Department of Industrial Relations registration number of each Subcontractor who will perform
a portion of the Contract work in an amount in excess of one-half of one percent (0.5%), or in the case of
bids for the construction of streets or highways, including bridges, in excess of one-half of one percent
(0.5%) of the total bid or ten thousand dollars ($10,000). In each such instance, the nature and extent of the
work to be sublet must be described.
The General Contractor to whom the Contract is awarded will not be permitted, without the written consent
of the City, to substitute any person as Subcontractor in place of the Subcontractor designated in the original
proposal, or to permit any Subcontract to be assigned or transferred, or to allow it to be performed by anyone
other than the original Subcontractor. The City may consent to the substitution of another person as
Subcontractor if the original Subcontractor, after having reasonable opportunity to do so, fails or refuses to
execute the written Contract presented to it by the General Contractor, when said written Contract is based
upon the conditions of the general Contract and complies with the Subcontractor’s written proposal.
The failure of the Contractor to specify a Subcontractor for any portion of the Contract work in excess of one-
half of one percent (0.5%) of the total Contract price must be deemed to indicate that the Contractor intends
to perform such portion itself. The subletting or Subcontracting of work for which no Subcontractor was
designated in the original proposal and which is in excess of one-half of one percent (0.5%) of the total
Contract price will be allowed only with the written consent of the City and then only in cases of public
emergency or necessity as determined by the City. Under such circumstances, the City is required to establish
the facts constituting the emergency or necessity and to reduce its findings to a written public record.
Violations of the provisions of these specified sections of the Code must be deemed to be a violation of the
Contract, and the City, because of any such violations, may cancel the Contract. The Contractor, after any
such violations, will be penalized up to twenty percent (20%) of the amount of the Subcontract involved.
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Material. The bidder may be required to furnish, as part of the submittal process, a complete statement of
the origin, composition, and manufacture of any or all materials to be used in the construction of the work,
together with samples. Such samples may be subjected to the tests provided for in these specifications or in
the Special Provisions to determine their quality and fitness for the work.
Additional Requirements. The bidder’s attention is directed to Section 3 of the General Provisions for
additional proposal requirements and conditions, and information regarding award and execution of the
contract. Contractor submitting a bid to the City of Rohnert Park, a public entity, must state, under penalty
of perjury, the contractor’s license number and the license’s expiration date. This information must be entered
in the Schedule of Bid Prices. No contractor or subcontractor may be awarded a contract for public work on
a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code
Section 1725.5.
Explanations and Addenda. Any explanation desired by the bidders regarding the meaning or interpretation
of the drawings and specifications must be requested in writing and in sufficient time to allow for a written
reply to reach them and all other potential bidders before the date and time for submission of bids. Oral
explanation or instructions given before award of the contract will not be binding. Any interpretations made
will be in the form of an addendum to the specifications or drawings and will be furnished to all bidders and
its receipt by the bidder must be acknowledged. Any explanation that makes a material change, addition, or
deletion to the terms of the Invitation for Sealed Bids shall be issued no less than seventy-two (72) hours
before the date and time for submission of bids. If an explanation making a material change, addition, or
deletion must be issued less than seventy-two (72) hours before the scheduled date and time for submission
of bids, the date and time for submission shall be extended so that a full seventy-two (72) hours is provided
for analysis of the change, addition, or deletion.
Quantity of Work. The quantity of work for the unit price items to be done under the contract as noted in
the Bid Schedule is but an estimate and is not to be taken as an expressed or implied statement that the actual
quantity of work will correspond to the estimate. The right is reserved to increase or decrease, or to entirely
eliminate items from the work if found desirable or expedient. The Contractor will be allowed no claims for
anticipated profits, loss of profits, or for any damages of any sort because of any difference between the
estimated and the actual quantities of work done.
The quantities given in the schedule for unit price items are for comparing proposals and may vary from the
actual final quantities. Some quantities may be increased and others may be decreased or entirely eliminated,
and no claim must be made against the City for damage occasioned thereby or for loss of anticipated profits,
the Contractor being entitled only to compensation for the actual work done at the unit prices proposal.
The City reserves and must have the right to increase or decrease the quantities of work to be performed under
a scheduled unit item or to entirely omit the performance thereof and upon decision of the City to so do, the
City Engineer will direct the Contractor to proceed with the said work as so modified. If an increase in the
quantity of work so ordered should result in delay to the work, the Contractor will be given an equivalent
extension of time.
All estimates and all measurements used in determining the quantities of unit price items of work done, the
percentage of completion of lump sum items of work, and the quantity of materials furnished under the
Contract at various times during the progress of the work must be the Engineer’s estimates and measurements.
The planimeter must be considered an instrument of precision adapted to the measurements of all areas.
Insurance. The bidders’ attention is drawn to Special Provisions − Location and Description of Work and
Special Provisions − Minimum Limits of Insurance.
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Inspection of Site. The bidder must examine carefully the site of the work contemplated and the proposal,
plans, specifications, and the Contract form therefor. It will be assumed that the bidder has investigated and
is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be
performed and materials to be furnished, and as to the requirements of these specifications, the Special
Provisions, and the Contract.
Where the City has investigated the subsurface conditions in respect to foundation or other design, bidders
may inspect the City’s investigation records, including examination of samples, if available. When the Plans
include a log of test borings showing a record of the data obtained in the City’s investigation of subsurface
conditions, said log represents only the City’s opinion as to the character of material encountered by it in its
test borings and is only included for the convenience of bidders.
Investigations of subsurface conditions are made for the purpose of design. The City assumes no
responsibility whatsoever in respect to the sufficiency or accuracy of borings or of the log of test borings or
other preliminary investigations, or of the interpretation thereof, and there is no guaranty, either expressed or
implied, that the conditions indicated are representative of those existing throughout the work, or any part of
it, or that uninvestigated developments may not occur.
Making such information available to the bidders is not to be construed in any way as a waiver of the
provisions of the first paragraph of this article and bidders must satisfy themselves through their own
investigations as to conditions to be encountered.
No information derived from such inspection of the records of preliminary City investigations or from the
maps, plans, specifications, profiles or drawings will in any way relieve the Contractor from any risk from
properly fulfilling all the terms of the Contract.
Records of such preliminary City investigations may be inspected at the office of the Engineer. As-builts can
be provided upon request.
Pre-construction Meeting. At the pre-construction meeting, the successful bidder must submit a CPM
progress schedule which will show the time he/she proposes to occupy in prosecuting the various major
divisions of work and his/her proposed sequence of operations. The CPM progress schedule must be subject
to the approval of the City Engineer.
Adjustment of Schedule. If at any time the construction schedule is inadequate to secure completion of the
work within the time specified, and the work is being prosecuted inadequately or improperly, the Engineer
may require the Contractor to submit a revised progress schedule, providing for proper and timely completion
of the work.
The Contractor is not entitled to additional compensation on account of revisions required by the City.
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BIDDER’S PROPOSAL
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
To: City Council, City of Rohnert Park
The undersigned hereby declares:
(a) That the only persons or parties interested in this proposal as principals are the following:
________________________________________________________________________.
(If the bidder is a corporation, give the name of the corporation and the name of its president, secretary,
treasurer, and manager. If a co-partnership, give the name under which the co-partnership does
business, and the names and addresses of all co-partners. If an individual, state the name under which
the contract is to be drawn.)
(b) That this proposal is made without collusion with any other person, firm, or corporation.
(c) That he/she has carefully examined the locations of the proposed work and has familiarized
himself/herself with all of the physical and climatic conditions and makes this bid solely upon his/her
own knowledge.
(d) That he/she has carefully examined the drawings and specifications and makes this proposal in
accordance therewith.
(e) That, if this bid is accepted, he/she agrees to enter into an agreement with City in the form included
in the Contract Documents to complete all work as specified in the Contract for the contract price
and within the contract time indicated in this bid and in accordance with the Contract Documents.
(f) That this bid will remain open and not be withdrawn for the period specified in the Instructions to
Bidders.
(g) That he/she has read the insurance requirements in Section 2.03, Insurance in the Special Provisions
section of this bid document;
(h) That he/she has conferred with his/her insurance carriers or brokers to determine in advance of the bid
submission the availability of insurance certificates and endorsements as prescribed and provided
herein;
(i) That if the bid is accepted, he/she will enter into a written contract and within ten (10) calendar days
furnish the required proof of insurance including certificates and endorsements;
(j) That failure to comply strictly with the insurance requirements may result in forfeiture of the bid security
and withdrawal of the bid proposal.
(k) That he/she is properly licensed in accordance with California Business and Professions Code section
7000, et seq. Bidder acknowledges that if the bidder is not properly licensed at the time the bid is
awarded or as otherwise required by law, the bid will be considered non-responsive and will be
rejected.
(l) That he/she and any subcontractor relied on by him will 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 the contractor or subcontractor in connection with the public
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-8
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work, as more fully set forth in the Contract. All contractors and subcontractors must furnish
electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor
Standards Enforcement).
(m) That in compliance with the Subletting and Subcontracting Fair Practices Act, California Public
Contracts Code Section 4100, et seq., he/she has listed on the attached “List of Subcontractors” each
subcontractor who will perform work or labor or render service to the bidder in or about the
construction of the work or will specifically fabricate and install a portion of the work in an amount
in excess of one half of one percent (0.5%) of the total bid sum or in the case of bids or offers for
the construction of streets or highways, including bridges, in excess of one-half of one percent
(0.5%) of the total bid or ten thousand dollars ($10,000), whichever is greater, and that no
subcontractors may be used other than those specified without written approval of the City Engineer.
Accompanying this proposal is a certified or cashier’s check, or bidder’s bond payable to the order of the City
Clerk of the City of Rohnert Park, in the sum of _______________________ dollars ($_________________).
Said bidder’s bond is the City’s bid bond form. Said bidder’s bond has been duly executed by the undersigned
bidder and by a financially sound surety company admitted in the State of California.
It is understood and agreed that should the bidder fail within ten (10) calendar days after the date of mailing
written notice to the successful bidder that the contract has been awarded to enter into the contract and furnish
acceptable surety bonds and insurance on forms included herein, then the proceeds of said check or bidder’s
bond will become the property of the City. But if the contract is entered into and said bonds are furnished, or
if the bid is not accepted, then said check will be returned to the undersigned or the bidder will be released
from the bidder’s bond.
______________________________ ______________________________
Address of Bidder Telephone Number of Bidder
______________________________ ______________________________
City, State, Zip Signature of Bidder
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SCHEDULE OF BID PRICES
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
In accordance with the plans and specifications approved by the City of Rohnert Park, the undersigned bidder
is submitting the following bid prices for the performance of the entire proposed work as described in these
specifications and attached drawings.
ITEM
NO. ITEM DESCRIPTION QUANTITY UNIT
UNIT
PRICE
TOTAL
COST
1 Mobilization and Demobilization 1 LS
2 Traffic Control System 1 LS
3 Project Identification Sign 2 EA
4 Removal of Existing Striping and Pavement
Markings
1 LS
5 Crack Seal (Crack Treatment) 1 LS
6 Asphaltic Emulsion PMCQS-1h 440 TON
7 Type II Aggregate 2,500 TON
8 Asphaltic Emulsion (PMCRS-2h) 98 TON
9 3/8" Screenings 50,500 SY
10 Asphaltic Emulsion (Fog Seal Coat) 13 TON
11 Cold Plane Asphalt Concrete Pavement 83,400 SY
12 Conform Grind 6,300 SY
13 Hot Mix Asphalt (Type A) 17,500 TON
14 12" HMA Plug 484 SY
15 Minor Concrete (Curb Ramp) 64 EA
16 Bike Ramp 1 LS
17 Minor Concrete (Sidewalk) 6,200 SF
18 Curb & Gutter 1,000 LF
19 Adjust Utility Cover to Finished Grade 30 EA
20 Adjust Monument Well to FG 5 EA
21 White Thermoplastic Pavement Marking and
Crosswalk Stripe
33,700 SF
22 Yellow Thermoplastic Pavement Marking and
Crosswalk Stripe
7,200 SF
23 Detail 8, Lane Line 53,800 LF
24 Detail 22, No Passing Zones Two Directional 29,100 LF
25 Detail 27B, Right Edge Line 15,800 LF
26 Detail 29 Median Island 2,700 LF
27 Detail 32, Two Way Left Turn Lane 14,200 LF
28 Detail 38, Channelizing Line 15,500 LF
29 Detail 39, Bike Lane Line 72,400 LF
30 Detail 39A, Intersection Line Bike Lane 9,800 LF
31 4" White Thermoplastic Stripe 600 LF
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32 6" White Thermoplastic Stripe 3,100 LF
33 Green Conflict Marking 13,100 SF
34 Non-Reflective Pavement Markers 1 LS
35 Blue, Two-way Retroreflective Pavement Markers 1 LS
36 Bolt In Curb 936 EA
37 36” Class 1 Delineator 21 EA
38 Roadside Sign – One Post 28 EA
39 Salvage Sign, Remove Post and Foundation 10 EA
Total Amount of Bid (written in words) is:
dollars
and cents.
Any discrepancy between words and figures shall be resolved as provided in the Instructions
to Bidders.
$_____________________________
(Figures)
______________________________ ______________________________
Address of Bidder Signature of Bidder
______________________________ ______________________________
City, State, Zip Name of Bidder (Print)
______________________________ ______________________________
Telephone Number of Bidder FAX Number of Bidder
______________________________ ______________________________
Contractor’s License Number License’s Expiration Date
______________________________ ______________________________
Contractor’s DIR Number DIR Registration Expiration Date
Contractor’s email address
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ADDENDUM ACKNOWLEDGEMENT
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID IF ADDENDUM ISSUED
ADDENDUM #1 Date Signature acknowledging receipt:
ADDENDUM #2 Date Signature acknowledging receipt:
ADDENDUM #3 Date Signature acknowledging receipt:
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CONTRACTOR’S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
The undersigned declares that he or she is ________________________________ of
____________________________. (party making foregoing bid) (hereinafter the "Bidder")
1. Bidder’s Contractor’s License Number is as follows:___________________________.
2. The expiration date of Bidder’s Contractor’s License is _______________, 20___.
3. Bidder acknowledges that pursuant to Business and Professions Code Section 7028(a), it is a
misdemeanor for any person to submit a bid to a public agency in order to engage in the business or act in the
capacity of a contractor within this State without having a license therefor, except as provided therein.
The undersigned declares, under penalty of perjury, that the representations made by the undersigned
in this bid proposal are true and correct.
Executed on ________________________, 20 ___, at _____________________________ (insert
city and state where Declaration signed).
________________________________________
Signature
________________________________________
Typed Name
________________________________________
Title
________________________________________
Name of Bidder
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LIST OF SUBCONTRACTORS
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
In accordance with the provisions of Public Contact Code Sections 4103 to 4108, inclusive, each bidder must
list below the name and location of place of business, contractor’s license number and Department of
Industrial Relations registration number of each subcontractor who will perform a portion of the contract
work in an amount in excess of one-half of one percent (0.5%) of the total contract price. In each such
instance, the nature and extent of the work to be sublet must be described.
Subcontractor name, California
Contractor’s License Number
and DIR Registration Number
Location of
Place of
Business
Description of
Work to be
Performed (also
show bid Schedule
Item No.)
Percentage of total
contract work to be
performed
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
Name:
CLN:
DIR:
[Add additional sheets if necessary]
**Note, the Subletting and Subcontracting Fair Practices Act also requires inclusion of any subcontractor
who specially fabricates and installs a portion of the work according to detailed drawings.
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-14
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BID BOND Bond No. _________
WHEREAS, ______________________________________________ (“Principal”) intends to submit a
bid to the City of Rohnert Park (“City”) for the above-referenced Project, and the terms of the bid require
the Principal to submit bidder’s security.
NOW, THEREFORE, Principal and , a
corporation organized and existing under the laws of the State of and
duly authorized to transact business under the laws of the State of California as Surety, are held and firmly
bond unto City in the sum of
dollars ($_______________) lawful money of the United States of America, such sum being not less than
ten percent (10%) of the bid amount for the payment of which sum to be made, the Principal and Surety
bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly
by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal submits a bid for the
above-referenced Project, the terms and conditions of which are incorporated herein by reference, and if
said bid is rejected by the City, or if said bid is accepted by the City and the Bidder properly executes and
submits to the City the Agreement and all required documents (including the Performance bond, the
Payment Bond, and the proof of insurance), then this obligation will be null and void; otherwise it will
remain in full force and effect.
The Surety hereby agrees, for value received, that its obligations under this bond must in no way be
impaired or modified by any agreement between the City and the Principal to extend the time within which
the City may accept the Principal’s bid, and the Surety hereby waives notice of any such extension.
In the event suit is brought upon this bond, the Surety must pay reasonable attorneys’ fees and costs
incurred by the prevailing parties in such suit, which fees and costs must be in addition to the face amount
of the bond.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal
capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety
and have caused this document to be executed by setting hereto their names, titles and signatures.
Principal: _________________________ Surety: _____________________________
(Name of Firm) (Name of Firm)
By: ______________________________ By: ________________________________
Title: _____________________________ Title: ______________________________
Date: _____________________________ Date: ______________________________
Address for Notices to Surety:
___________________________________
___________________________________
___________________________________
Note: Notary acknowledgment for Surety and Surety’s Power of Attorney must be attached.
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NONCOLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the _________________________ of ___________________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association,
organization, or corporation. The bid is genuine and not collusive or a sham. The bidder has not directly or indirectly
induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded,
conspired, connived, or agreed with any bidder or anyone else to put in a sham bid or to refrain from bidding. The
bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with
anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the
bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or
indirectly, submitted their bid price or any breakdown thereof, or the contents thereof, or divulged information or
data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any
member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or
entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited
liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power
to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct,
and that this declaration is executed on ___________________________[date], at _____________________ [city],
___________________ [state].
Firm (print or type) Signature
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DECLARATION OF ELIGIBILITY TO CONTRACT
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
The undersigned, a duly authorized representative of the bidder, certifies and declares that:
1. The bidder is aware of California Labor Code Sections 1771.1 and 1777.7, which prohibit a
contractor or subcontractor who has been found by the Labor Commissioner or the Director of
Industrial Relations to be in violation of certain provisions of the Labor Code from bidding on,
being awarded, or performing work as a subcontractor on a public works project for specified
periods of time.
2. The bidder is not prohibited from bidding on, being awarded, or performing work as a contractor
or subcontractor on a public works project under Labor Code sections 1771.1 and 1777.7, or any
other provision of law.
3. The bidder is aware of Public Contract Code Section 6109, which states:
(a) A public entity, as defined in Section 1100 [of the Public Contract Code], may not
permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded,
a public works project pursuant to Section 1771.1 or 1777.7 of the Labor Code to bid
on, be awarded, or perform work as a subcontractor on, a public works project. Every
public works project shall contain a provision prohibiting a contractor from performing
work on a public works project with a subcontractor who is ineligible to perform work
on the public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code.
(b) Any contract on a public works project entered into between a contractor and a debarred
subcontractor is void as a matter of law. A debarred subcontractor may not receive any
public money for performing work as a subcontractor on a public works contract, and
any public money that may have been paid to a debarred subcontractor by a contractor
on the project will be returned to the awarding body. The contractor is responsible for
the payment of wages to workers of a debarred subcontractor who has been allowed to
work on the project.
4. The bidder has investigated the eligibility of each and every subcontractor that bidder intends to
use on this public works project and has determined that none of them is ineligible to perform work
as a subcontractor on a public works project by virtue of Public Contract Code Section 6109, Labor
Code Sections 1771.1 and 1777.7, or any other provision of law.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and
correct.
Executed this ________ day of ___________________, 20___, at ______________________, California.
_____________________
Signature Title of Authorized Official
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IN-USE OFF-ROAD DIESEL-FUELED FLEETS
CERTIFICATION
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
The undersigned Bidder certifies to Owner as set forth in sections 1 through 2, below.
1. Certification of Compliance. I hereby certify that I and all of my Subcontractors will conform to the
California Air Resource Board (CARB) In-Use Off-Road Diesel-Fueled Fleets requirements for all
work involving the use of vehicles subject to the regulations, including, without limitation, as
applicable, the Contracting Requirements in Title 13 CCR section 2449, subdivision (i), subparts (1)
– (4), and the Prime Contractor Requirements in Title 13 CCR section 2449, subdivision (j), subparts
(1) – (5).
2. Instructions. Check one (1) box below.
☐ Bidder’s current CARB issued Certificate of Reported Compliance accompanies this
Certification. (If this box is checked, the Certificate must be provided.)
☐ Bidder certifies that its work on the Project (including work of its Subcontractors) does not
involve the use of vehicles subject to the CARB In-Use Off-Road Diesel-Fueled Fleets
requirements.
BIDDER:
(Name of Bidder)
Date: ___________________, 202__ By:
(Signature)
Name:
(Print Name)
Its:
(Title)
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C O N T R A C T
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
THIS AGREEMENT is made and entered into this _____ day of______________, 20___, by and
between _____________________, (“Contractor”) License No. ____________, DIR No.
_______________, DIR Expiration Date ________________, and the City of Rohnert Park, (“City”)
(“Agreement”).
WHEREAS, the City Council of said City has awarded a contract to Contractor for performing the
work hereinafter mentioned in accordance with the sealed proposal of said Contractor.
NOW, THEREFORE, IT IS AGREED, as follows:
1. Scope of Work: Contractor must perform all the work and furnish all the labor, materials,
equipment and all utility and transportation services required to complete all of the work of construction and
installation of the improvements more particularly described in the Resolution adopted by the City Council
of said City on <<MONTH DAY, YEAR>>, the items and quantities of which are more particularly set forth
in Contractor’s bid therefor on file in the office of the City Clerk, except work to be performed by
subcontractors as set forth in Contractor’s bid and for which Contractor retains responsibility.
2. Time of Performance and Liquidated Damages:
A. Contractor must begin work within fifteen (15) calendar days after official notice by
the City Engineer to proceed with the work and must diligently prosecute the same to completion within 120
business days of that Notice. Contractor acknowledges and agrees that time is of the essence with respect
to Contractor’s work and that Contractor shall diligently pursue performance of the work.
B. In the event Contractor does not complete the work within the time limit so specified
or within such further time as said City Council must have authorized, Contractor must pay to City liquidated
damages in the amount of Three Thousand Dollars ($3,000) per day for each and every day’s delay in
finishing the work beyond the completion date so specified. Additional provisions with regard to said time
of completion and liquidated damages are set forth in the specifications, which provisions are hereby referred
to and incorporated herein by reference.
3. Payments:
A. City will pay Contractor for said work performed at the times and in the manner
provided in the specifications and at the unit prices stated in Contractor’s bid.
B. The award of the contract is for a total amount not to exceed <<AMOUNT [words
($_____)]>>.
4. Component Parts and Interpretation:
A. This contract consists of the following documents, each of which is on file in the office
of the City Clerk and all of which are incorporated herein and made a part hereof by reference thereto
(“Contract Documents”):
1) This Agreement
2) Notice Inviting Sealed Proposals
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3) Instruction and Information to Bidders
4) Accepted Proposal, with all attachments and certifications
5) Performance Bond
6) Payment Bond
7) Special Provisions
8) Standard Specifications
9) Technical specifications
10) Design Standards
11) Plans, Profiles and Detailed Drawings
B. In the event of conflict between these documents, the following order of precedence
will govern: this Agreement; change orders; supplemental agreements and approved revisions to plans
and specifications; special conditions; standard specifications; detail plans; general plans; standard plans;
and reference specifications. In the absence of a controlling or contrary provision in the foregoing, the
Standard Specifications (2022 edition) of the California Department of Transportation shall apply to this
Project.
5. Independent Contractor. Contractor is and will at all times remain as to City a wholly
independent contractor. Neither City nor any of its officers, employees, or agents will have control over
the conduct of Contractor or any of Contractor’s officers, employees, agents or subcontractors, except as
expressly set forth in the Contract Documents. Contractor may not at any time or in any manner represent
that it or any of its officers, employees, agents, or subcontractors are in any manner officers, employees,
agents or subcontractors of City.
6. Prevailing Wages:
A. Copies of the general prevailing rates of per diem wages for each craft,
classification or type of worker needed to execute this Contract, as determined by Director of the State of
California Department of Industrial Relations, are on file at the City’s Public Works Department and may
be obtained from the California DIR website http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.
B. Contractor must post at the work site, or if there is no regular work site then at its
principal office, for the duration of the Contract, a copy of the determination by the Director of the
Department of Industrial Relations of the specified prevailing rate of per diem wages. (Labor Code
Sec. 1773.2.)
C. Contractor, and any subcontractor Contractor may engage may pay not less than
the specified prevailing rate of per diem wages to all workers employed in the execution of the Agreement.
(Labor Code § 1774.) Contractor is responsible for compliance with Labor Code Section 1776 relative to
the retention and inspection of payroll records.
D. Contractor must comply with all provisions of Labor Code section 1775. Under
Section 1775, Contractor may forfeit as a penalty to City up to two hundred dollars ($200) for each worker
Contractor or any subcontractor employs in the execution of the Contract for each calendar day, or portion
thereof, in which the worker is paid less than the prevailing rates. Contractor may also be liable to pay
the difference between the prevailing wage rates and the amount paid to each worker for each calendar
day, or portion thereof, for which each worker was paid less than the prevailing wage rate.
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-20
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E. With each application for payment, Contractor shall also deliver certified payrolls
to the City as set forth above in these General Conditions, and concurrently therewith (but in no event less
frequently than monthly) directly to the Labor Commissioner in the format prescribed by the Labor
Commissioner.
F. If federal funds are used to pay for the Work, Contractor and any subcontractor
agree to comply, as applicable, with the labor and reporting requirements of the Davis-Bacon Act (40
USC § 276a-7), the Copeland Act (40 USC § 276c and 18 USC § 874), and the Contract Work Hours and
Safety Standards Act (40 USC § 327 et. seq.).
7. Hours of Labor: Contractor acknowledges that under California Labor Code sections 1810
and following, eight hours of labor constitutes a legal day’s work. Contractor will forfeit as a penalty to
City the sum of twenty-five dollars ($25) for each worker employed in the execution of this Contract by
Contractor or any subcontractor for each calendar day during which such worker is required or permitted
to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week
in violation of the provisions of Labor Code Section 1810.
8. Apprentices:
A. Contractor and any subcontractor under him must comply with the requirements of
Labor Code Sections 1777.5 and 1777.6. Section 1777.5, as amended, which require Contractor or any
subcontractor employing tradesmen in any apprenticeable occupation to apply to the joint apprenticeship
committee nearest the site of the public works project and which administers the apprenticeship program in
that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that
will be used in the performance of the Contract. The ratio of apprentices to journeymen in such cases must
not be less than one to five except:
1) When unemployment in the area of coverage by the joint apprenticeship
committee has exceeded an average of fifteen percent (15%) in the ninety (90) days prior to the request for
certificate, or
2) When the number of apprentices in training in that area exceeds a ratio of one
(1) to five (5), or
3) When the trade can show that it is replacing at least one-thirtieth (1/30) of its
membership through apprenticeship training on an annual basis statewide or locally, or
4) When the assignment of an apprentice to any work performed under a public
works contract would create a condition which would jeopardize his life or the life, safety, or property of
fellow employees or the public at large, or if the specified task to which the apprentice is to be assigned is of
such a nature that training cannot be provided by a journeyman, or
5) When Contractor provides evidence that he employs registered apprentices on
all of his contracts on an annual average of not less than one (1) apprentice to eight (8) journeymen.
B. Contractor is required to make contributions to funds established for the
administration of an apprenticeship program if he employs registered apprentices or journeymen in any
apprenticeable trade on such contracts and if other contractors on the public works site are making such
contributions.
C. Contractor is responsible for making training fund contributions in the amount
established in the prevailing wage rate – either to the applicable apprenticeship committee, or the California
Apprenticeship Council (“CAC”).
D. Contractor is required to submit contract award information for each craft required on
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the Project using the appropriate form prepared by the Division of Apprenticeship Standards (“DAS”) within
the California Department of Industrial Relations (“DIR")—currently the “DAS 140 form.” A copy of the
current DAS 140 form is available at https://www.dir.ca.gov/DAS/DASForm140.pdf. If Contractor is
approved to train apprentices, Contractor must send the required information to its apprenticeship committee.
If Contractor is not approved to train apprentices, Contractor must send the information to all apprenticeship
committees that can supply apprentices to the site of the public works project.
E. Contractor is required to contact the applicable apprenticeship committee to request
apprentices for each craft or trade on the Project using the appropriate form DIR, currently the DAS 142 form.
A copy of the current DAS 142 form is available at https://www.dir.ca.gov/DAS/DASForm142.pdf. The
form must be submitted at least three business days before apprentices are required.
F. Information relative to apprenticeship standards, wage schedules, and other
requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of
Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch
offices.
9. Labor Discrimination: Labor Code Section 1735 reads as follows:
A contractor must not discriminate in the employment of persons upon public
works on any basis listed in subdivision (a) of Section 12940 of the Government Code, as those
bases are defined in Sections 12926 and 12926.1 of the Government Code, except as otherwise
provided in Section 12940 of the Government Code. Every contractor for public works who
violates this section is subject to all the penalties imposed for a violation of this chapter.
10. Workers’ Compensation Insurance:
A. In accordance with the provisions of Labor Code Article 5, Chapter 1, Part 7, Division
2 (commencing with Section 1860) and Chapter 4, Part 1, Division 4 (commencing with Section 3700),
Contractor is required to secure the payment of compensation to his employees and must for that purpose
obtain and keep in effect adequate Worker’s Compensation Insurance.
B. Contractor is aware of the provisions of Labor Code Section 3700 which requires
every employer to be insured against liability for workers’ compensation or to undertake self-insurance in
accordance with the provisions of that Code, and will comply with such provisions before commencing the
performance of the work of this Agreement.
11. Indemnity and Insurance:
A. To the fullest extent permitted by law (including without limitation California Civil
Code Section 2782), Contractor must indemnify, hold harmless, release and defend City, its officers, elected
officials, employees, agents, volunteers, and consultants from and against any and all actions, claims,
demands, damages, disability, losses, expenses including, but not limited to, attorney's fees and other defense
costs and liabilities of any nature that may be asserted by any person or entity including Contractor, in whole
or in part, arising out of Contractor’s activities hereunder, including the activities of other persons employed
or utilized by Contractor including subcontractors hired by the Contractor in the performance of this
Agreement excepting liabilities due to the sole negligence, intentional misconduct or active negligence of the
City. This indemnification obligation is not limited in any way by any limitation on the amount or type of
damages or compensation payable by or for Contractor under Worker’s Compensation, disability or other
employee benefit acts or the terms, applicability or limitations of any insurance held or provided by Contractor
and must continue to bind the parties after termination/completion of this Agreement.
B. Contractor shall procure and maintain throughout the time for performance of the
work under this Contract the insurance required by the Special Provisions. The requirement that Contractor
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procure and maintain insurance shall in no way be construed to limit the Contractor’s duty to indemnify City
as provided in the paragraph above.
C. Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder.
12. City Right of Termination and Right to Complete the Work.
A. The City may terminate the Contract when conditions encountered during the work
make it impossible or impracticable to proceed, or when the City is prevented from proceeding with the
Contract by act of God, by law, or by official action of a public authority. In addition, the occurrence of
any of the following is a default by Contractor under this Contract:
1) Contractor refuses or fails to prosecute the Work or any part thereof with
such diligence as will insure its completion within the time specified or any permitted extension.
2) Contractor fails to complete the Work on time.
3) Contractor is adjudged bankrupt or makes a general assignment for the
benefit of creditors, or a receiver is appointed on account of Contractor’s insolvency.
4) Contractor fails to supply enough properly skilled workers or proper
materials to complete the Work in the time specified.
5) Contractor fails to make prompt payment to any subcontractor or for
material or labor.
6) Contractor fails to abide by any applicable laws, ordinances or instructions
of City in performing the Work.
7) Contractor breaches or fails to perform any obligation or duty under the
Contract.
B. Upon the occurrence of a default by Contractor, City will serve a written notice of
default on Contractor specifying the nature of the default and the steps needed to correct the default.
Unless Contractor cures the default within 10 days after the service of such notice, or satisfactory
arrangements acceptable to City for the correction or elimination of such default are made, as determined
by City, City may thereafter terminate this Contract by serving written notice on Contractor. In such case,
Contractor will not be entitled to receive any further payment, except for Work actually completed prior
to such termination in accordance with the provisions of the Contract Documents.
C. In the event of any such termination, City will also immediately serve written notice
of the termination upon Contractor’s surety. The surety will have the right to take over and perform
pursuant to this Contract; provided, however, that if the surety does not give City written notice of its
intention to take over and perform this Contract within five (5) days after service of the notice of
termination or does not commence performance within ten (10) days from the date of such notice, City
may take over the Work and prosecute the same to completion by contract or by any other method it may
deem advisable for the account and at the expense of Contractor. Contractor and the surety will be liable
to City for any and all excess costs or other damages incurred by City in completing the Work.
D. If City takes over the Work as provided in this Section, City may, without liability
for so doing, take possession of, and utilize in completing the Work, such materials, appliances, plant, and
other property belonging to Contractor as may be on the site of the Work and necessary for the completion
of the Work.
13. Substitution of Securities for Withheld Amounts:
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A. Pursuant to California Public Contracts Code Section 22300, securities may be
substituted for any moneys withheld by a public agency to ensure performance under a contract. At the
request and sole expense of the Contractor, securities equivalent to the amount withheld must be deposited
with the public agency, or with a state or federally chartered bank as the escrow agent, who must pay such
moneys to the Contractor upon satisfactory completion of the contract.
B. Securities eligible for substitution under this section must include those listed in the
Public Contracts Code Section 22300 or bank or savings and loan certificates of deposit. Contractor must
be the beneficial owner of any securities substituted for moneys withheld and must receive any interest
thereon.
C. Alternatively, Contractor may request and the City shall make payment of
retentions earned directly to the escrow agent at the expense of the Contractor. At Contractor’s expense,
Contractor may direct the investment of the payments into securities and the Contractor shall receive the
interest earned on the investments upon the same terms provided for in Section 22300 for securities
deposited by the Contractor. Upon satisfactory completion of the Agreement, Contractor shall receive
from the escrow agent all securities, interest, and payments received by the escrow agent from the City,
pursuant to the terms of this section.
D. Any escrow agreement entered into pursuant to this section must contain as a
minimum the following provisions:
1) The amount of securities to be deposited;
2) The terms and conditions of conversion to cash in case of the default of the
Contractor; and
3) The termination of the escrow upon completion of the contract.
14. General Provisions
A. Authority to Execute. Each party represents and warrants that all necessary action
has been taken by such party to authorize the undersigned to execute this Agreement and to bind it to the
performance of its obligations.
B. Assignment. Contractor may not assign this Agreement without the prior written
consent of City, which consent may be withheld in City’s sole discretion since the experience and
qualifications of Contractor were material considerations for this Agreement.
C. Binding Effect. This Agreement is binding upon the heirs, executors,
administrators, successors and permitted assigns of the parties.
D. Integrated Contract. This Agreement, including the Contract Documents, is the
entire, complete, final and exclusive expression of the parties with respect to the Work to be performed
under this Agreement and supersedes all other agreements or understandings, whether oral or written,
between Contractor and City prior to the execution of this Agreement.
E. Modification of Contract. No amendment to or modification of this Agreement will
be valid unless made in writing and approved by Contractor and by the City Council, City Manager or
Assistant City Manager, as applicable. The parties agree that this requirement for written modifications
cannot be waived and that any attempted waiver will be void.
F. Counterparts, Facsimile or other Electronic Signatures. This Agreement may be
executed in several counterparts, each of which will be deemed an original, and all of which, when taken
together, constitute one and the same instrument. Amendments to this Agreement will be considered
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executed when the signature of a party is delivered by facsimile or other electronic transmission. Such
facsimile or other electronic signature will have the same effect as an original signature.
G. Waiver. Waiver by any party of any term, condition, or covenant of this Agreement
will not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach
of the provisions of this Agreement will not constitute a waiver of any other provision, or a waiver of any
subsequent breach or violation of any provision of this Agreement. Acceptance by City of any Work
performed by Contractor will not constitute a waiver of any of the provisions of this Agreement.
H. Interpretation. This Agreement will be interpreted, construed and governed
according to the laws of the State of California. Each party has had the opportunity to review this Contract
with legal counsel. The Agreement will be construed simply, as a whole, and in accordance with its fair
meaning. It will not be interpreted strictly for or against either party.
I. Severability. If any term, condition or covenant of this Agreement is declared or
determined by any court of competent jurisdiction to be invalid, void or unenforceable, the remaining
provisions of this Agreement will not be affected, and the Agreement will be read and construed without
the invalid, void or unenforceable provision.
J. Venue. In the event of litigation between the parties, venue in state trial courts will
be in the County of Sonoma. In the event of litigation in a U.S. District Court, venue will be in the
Northern District of California.
IN WITNESS WHEREOF, the City of Rohnert Park has caused these presents to be executed by its
officers, thereunto duly authorized, and Contractor has subscribed same, all on the day and year first above
written.
CITY OF ROHNERT PARK <<CONTRACTOR>>
____________________________________
Marcela Piedra, City Manager Date Name:_______________________ Date
Per Resolution No. <<RESO #>>adopted by the Rohnert Park
City Council at its meeting of <<Month>><<Day>>,<<Year>>. Title: ________________________
_______________________________________
Jamie Cannon, Risk Manager Date
______________________________________
Betsy Howze, Finance Director Date
ATTEST: APPROVED AS TO FORM:
____________________________________
City Clerk City Attorney
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OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
INSURANCE
Bidder’s attention is directed to the following insurance forms and to Section 2.03 of the Special
Provisions, located on Pages 2-1 through 2-6 in the Special Provisions section. It is highly
recommended that bidders confer with their respective insurance carriers or brokers to determine
in advance of bid submission the availability of insurance certificates and endorsements as
prescribed and provided herein. Failure to comply strictly with the insurance requirements may
result in forfeiture of the bid security and withdrawal of the bid proposal.
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents
Rohnert Park City Proj. No. 2025-08 Page 1-26
OAK #4883-4068-7264 v1 (Rev. 1-24)
4883-4068-7264 v2
CERTIFICATE OF INSURANCE ISSUE DATE MM/DD/YY)
CITY OF ROHNERT PARK (the "City")
PRODUCER
THIS CERTIFICATE OF INSURANCE IS NOT AN INSURANCE POLICY AND DOES NOT
AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. BEST'S
COMPANIES RATING
COMPANY
LETTER A ________________________________ ______________
COMPANY
LETTER B________________________________ ______________
COMPANY
LETTER C ________________________________ ______________
COMPANY
LETTER D ________________________________ ______________
COMPANY
LETTER E ________________________________ ______________
INSURED
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY
REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY
THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVEN BEEN REDUCED BY PAID CLAIMS.
CO
LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE
DATE (MM/DD/YY)
POLICY EXPIRATION
DATE (MM/DD/YY) ALL LIMITS IN THOUSANDS GENERAL LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE OCCUR.
OWNER'S & CONTRACTOR'S PROT.
OTHER _________________________
GENERAL AGGREGATE $ PRODUCTS-COMP/OPS AGGREGATE $ PERSONAL & ADVERTISING INJURY $ EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MEDICAL EXPENSE (Any one person) $ AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
COMBINED
SINGLE LIMIT $ BODILY INJURY
(Per person) $ BODILY INJURY
(Per accident) $ PROPERTY DAMAGE $ EXCESS LIABILITY
UMBRELLA
OTHER THAN UMBRELLA FORM
EACH OCCURRENCE $
AGGREGATE $ $
WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
STATUTORY
EACH ACCIDENT $
DISEASE-POLICY LIMIT $
DISEASE-EACH EMPLOYEE $ PROPERTY INSURANCE
COURSE OF CONSTRUCTION
AMOUNT OF INSURANCE $
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
THE FOLLOWING PROVISIONS APPLY:
1. None of the above-described policies will be canceled until after 30 days' written notice has been given to the City at the address indicated below.
2. The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are added as insureds on all liability insurance policies listed above.
3. It is agreed that any insurance or self-insurance maintained by the City will apply in excess of and not contribute with, the insurance described above.
4. The City is named a loss payee on the property insurance policies described above, if any.
5. All rights of subrogation under the property insurance policy listed above have been waived against the City.
6. The workers' compensation insurer named above, if any, agrees to waive all rights to subrogation against the City for injuries to employees of the insured resulting
from work for the City or use of the City's premises or facilities.
7. Attached hereto are copies of the applicable policy pages or endorsements regarding notice of cancellation, additional insured and waiver of subrogation matters.
CERTIFICATE HOLDER/ADDITIONAL INSURED
CITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CA 94928
AUTHORIZED REPRESENTATIVE
SIGNATURE _________________________________________
TITLE _________________________________________
PHONE NO. _________________________________________
Rev. 11/08
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Rohnert Park City Proj. No. 2025-08 Page 1-27
OAK #4883-4068-7264 v1 (Rev. 1-24)
4883-4068-7264 v2
INSURER ISO FORM CG 20 10 11 85 (MODIFIED)
POLICY NO: COMMERCIAL GENERAL LIABILITY
ENDORSEMENT NO:
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY
ADDITIONAL INSURED − OWNERS, LESSEES OR CONTRACTORS
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Organization:
The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are
named as additional insured.
(If no entry appears above, the information required to complete this endorsement will be shown
in the Declarations as applicable to this endorsement).
WHO IS INSURED (Section II) is amended to include as an insured the person or organization
shown in the Schedule but only with respect to liability arising out of “your work” performed for
that insured.
Modifications to ISO for CG 20 10 11 85 1. The insured scheduled above includes the insured's elected or appointed officers, officials, employees, agents and volunteers. 2. This insurance must be primary as respects the insured shown in the schedule above, or if excess, must stand in an unbroken chain of coverage excess of the Named Insured's scheduled underlying primary coverage. In either event, any other insurance maintained by the Insured scheduled above must be in excess of this insurance and must not be called upon to contribute with it. 3. The insurance afforded by this policy must not be canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Entity. 4. Coverage must not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insurance would be invalid under Subdivision (b) of Section 2782 of the Civil Code.
_________________________________
Signature-Authorized Representative _________________________________
_________________________________
Address _________________________________
CG 20 10 11 85 Insurance Services Office, Inc. Form (Modified)
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OAK #4883-4068-7264 v1 (Rev. 1-24)
4883-4068-7264 v2
SUBMIT IN DUPLICATE
AUTOMOBILE LIABILITY SPECIAL ENDORSEMENT
FOR CITY OF ROHNERT PARK (the "City")
ENDORSEMENT NO.
ISSUE DATE (MM/DD/YY)
PRODUCER POLICY INFORMATION:
Insurance Company:
Policy No.:
Policy Period: (from) (to)
LOSS ADJUSTMENT EXPENSE Included in Limits
In Addition to Limits
Telephone
Deductible Self-Insured Retention (check which) of $__________________ NAMED INSURED
APPLICABILITY. This insurance pertains to the operation and/or tenancy of the named
insured under all written agreements and permits in force with the City unless checked here in
which case only the following specific agreements and permits with the City are covered:
CITY AGREEMENTS/PERMITS
TYPE OF INSURANCE OTHER PROVISIONS
COMMERCIAL AUTO POLICY
BUSINESS AUTO POLICY
OTHER ____________________________________________________________ LIMIT OF LIABILITY
CLAIMS: Underwriter's representative for claims pursuant to this insurance.
Name: _____________________________________________________
Address: _____________________________________________________
Telephone: ( )
$ ______________ per accident, for bodily injury and property damage.
In consideration of the premium charged and notwithstanding an inconsistent statement in the policy to which this endorsement is attached or any endorsement now or
hereafter attached thereto, it is agreed as follows:
1. INSURED. The City of Rohnert Park, its officers, elected officials, employees, agents and volunteers are included as insureds with regard to damages and defense of
claims arising from: the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by the Named Insured, or for which
the Named Insured is responsible.
2. CONTRIBUTION NOT REQUIRED. As respects work performed by the Named Insured for or on behalf of the City, the insurance afforded by this policy must: (a) be
primary insurance as respects the City, its officers, officials, employees, agents or volunteers; or (b) stand in an unbroken chain of coverage excess of the Named
Insured's primary coverage. Any insurance or self-insurance maintained by the City, its officers, officials, employees and volunteers must be in excess of the Named
Insured's insurance and not contribute with it.
3. CANCELLATION NOTICE. With respect to the interests of the City, this insurance must not be cancelled, except after thirty 30) days prior written notice by receipted
delivery has been given to the City.
4. SCOPE OF COVERAGE. This policy affords coverage at least as broad as:
(1) If primary, Insurance Services Office form number CA0001 (Ed. 1/87), Code 1 ("any auto"); or
(2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in the preceding section (1).
Except as stated above nothing herein must be held to waive, alter or extend any of the limits, conditions, agreements or exclusions of the policy to which this endorsement
is attached. ENDORSEMENT HOLDER
CITY
CITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CA 94928
AUTHORIZED Broker/Agent Underwriter _________________
REPRESENTATIVE
I _______________________ (print/type name), warrant that I have
authority to bind the above-mentioned insurance company and by my
signature hereon do so bind this company to this endorsement.
Signature ________________________________________
(original signature required)
Telephone: ( ) Date signed: __________________
REV. 11/08
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Rohnert Park City Proj. No. 2025-08 Page 1-29
OAK #4883-4068-7264 v1 (Rev. 1-24)
4883-4068-7264 v2
SUBMIT IN DUPLICATE
WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY
SPECIAL ENDORSEMENT
FOR CITY OF ROHNERT PARK (the "City")
ENDORSEMENT NO.
ISSUE DATE (MM/DD/YY)
PRODUCER POLICY INFORMATION:
Insurance Company:
Policy No.:
Policy Period: (from) (to)
Telephone
OTHER PROVISIONS
NAMED INSURED
CLAIMS: Underwriter’s representative for claims pursuant to this insurance.
Name: _________________________________________________________________
Address: _________________________________________________________________
_________________________________________________________________
Telephone: (______)__________________________________________________________
EMPLOYERS LIABILITY LIMITS
$ ____________________________ (Each Accident)
$_____________________________ (Disease - Policy Limit)
$_____________________________ (Disease - Each Employee)
In consideration of the premium charged and notwithstanding an inconsistent statement in the policy to which this endorsement is attached or any endorsement now or
hereafter attached thereto, it is agreed as follows:
1. CANCELLATION NOTICE. This insurance must not be cancelled, except after thirty (30) days prior written notice by receipted delivery has been given to the City.
2. WAIVER OF SUBROGATION. This insurance Company agrees to waive all rights of subrogation against the City, its officers, officials, employees, agents and volunteers
for losses paid under the terms of this policy which arise from the work performed by the Named Insured for the City.
Except as stated above nothing herein must be held to waive, alter or extend any of the limits, conditions, agreements or exclusions of the policy to which this endorsement
is attached.
ENDORSEMENT HOLDER
CITY
CITY OF ROHNERT PARK
130 AVRAM AVENUE
ROHNERT PARK, CA 94928
AUTHORIZED Broker/Agent Underwriter _________________
REPRESENTATIVE
I _______________________ (print/type name), warrant that I have
authority to bind the above-mentioned insurance company and by my
signature hereon do so bind this company to this endorsement.
Signature ________________________________________
(original signature required)
Telephone: ( ) Date signed: __________________
REV. 11/08
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
PART 2 – SPECIAL PROVISIONS
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OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
SPECIAL PROVISIONS
2.01 PROJECT OWNER
The Project Owner is the City of Rohnert Park, California. Wherever in these or the
Standard Specifications the word “Owner” appears, it means the City of Rohnert Park.
2.02 LOCATION AND DESCRIPTION OF WORK
Location of work is within the City of Rohnert Park, at various streets around the City.
The work generally consists of, but not limited to, asphalt grinding and HMA overlay,
crack sealing, slurry seal, chip seal, striping and pavement markings, and curb ramp replacement
and concrete flat work, and appurtenances as shown on the plans and specified in these Special
Provisions.
2.03 INSURANCE REQUIREMENTS FOR CONTRACTORS
A. The following parties or entities must be listed as additional insured by
endorsement:
1. The City of Rohnert Park, its officers, elected officials, employees, agents
and volunteers
B. BIDDER’S ATTENTION IS DIRECTED TO THE INSURANCE
REQUIREMENTS BELOW. IT IS HIGHLY RECOMMENDED THAT BIDDERS CONFER
WITH THEIR RESPECTIVE INSURANCE CARRIERS OR BROKERS TO DETERMINE IN
ADVANCE OF BID SUBMISSION THE AVAILABILITY OF INSURANCE CERTIFICATES
AND ENDORSEMENTS AS PRESCRIBED AND PROVIDED HEREIN. IF AN APPARENT
LOW BIDDER FAILS TO COMPLY STRICTLY WITH THE INSURANCE REQUIREMENTS,
THAT BIDDER MAY BE DISQUALIFIED FROM AWARD OF THE CONTRACT.
C. Contractor must 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 Contractor, Contractor’s agents, representatives,
employees or subcontractors. The coverage of the above-named parties as additional insureds shall
be “primary and non-contributory” and must state that it will not seek contribution from the City’s
insurance or self-insurance. The cost of Contractor’s insurance must be included in Contractor’s
bid. The Notice to Proceed with the Work will not be issued, and Contractor must not commence
work, until such insurance has been approved by the City. Such insurance must remain in full force
and effect at all times during the prosecution of the Work and until the final completion and
acceptance thereof. In addition, the Commercial General Liability Insurance must be maintained
for a minimum of three (3) years after final completion and acceptance of the Work. It is
Contractor’s responsibility to ensure that proof of insurance is sent to the City during this time.
The Notice to Proceed does not relieve Contractor of the duty to obtain such insurance as required
herein.
D. Minimum Scope of Insurance
Coverage must be at least as broad as:
1. Insurance Services Office Commercial General Liability coverage
(Occurrence Form CG 0001).
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OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering
Automobile Liability, Code 1 "any auto" or the exact equivalent. If Contractor owns no vehicles,
this requirement may be satisfied by a non-owned auto endorsement to the general liability policy
described above. If Contractor or Contractor’s employee(s) will use personal autos in any way on
this Project, Contractor must provide evidence of personal auto liability coverage for each such
person.
3. Workers’ Compensation and Employers Liability: Workers' Compensation
on a state-approved policy form providing statutory benefits as required by law with employer’s
liability insurance, with minimum limits of One Million Dollars ($1,000,000) per occurrence.
4. Course of Construction insurance coverage must provide “all risk” coverage
for the completed value of the Project. Policies must contain the following provisions:
a. The City must be named as loss payee, and
b. The insurer must waive all rights of subrogation against the City.
5. Pollution Exposure and/or Asbestos Pollution Liability
Coverage must not extend to any indemnity coverage for the active
negligence of the additional insured in any case where an agreement to indemnify the
additional insured would be invalid under Subsection (b) of Section 2782 of the Civil Code.
D. Minimum Limits of Insurance
Contractor must maintain limits no less than:
1. Commercial General Liability: $2,000,000 per occurrence for bodily injury,
personal injury and property damage and $2,000,000 general aggregate. It is permissible to use
excess/umbrella coverage to meet limit requirements provided the umbrella policies are
appropriately endorsed and meet all other requirements. Additionally, a letter clearly identifying
the primary policy or policies to which the excess umbrella coverage applies must be submitted
attesting to the following: “Umbrella or excess liability policies must provide coverage at least as
broad as specified for underlying coverages and covering those insured in the underlying policies.
Coverage must be “pay on behalf”, with defense costs payable in addition to policy limits. There
must be no cross-liability exclusion of claims or suits by one insured against another, and such
coverage must also apply on a primary and non-contributory basis for the benefit of the City before
the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.”
2. Automobile Liability: $2,000,000 combined single limit per accident for bodily
injury and property damage.
3. Workers’ Compensation and Employers Liability: Workers’ Compensation
providing statutory benefits as required by the Labor Code with employers’ liability insurance,
with minimum limits of $1,000,000 per accident or disease.
4. Course of Construction insurance coverage must provide “all risk” coverage
for the completed value of the Project. Policies must contain the following provisions:
a. The City must be named as loss payee, and
b. The insurer must waive all rights of subrogation against the City.
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5. Pollution and/or Asbestos Pollution Liability: $1,000,000 each occurrence/
$1,000,000 policy aggregate. If coverages are written on a Claims Made form:
a. The “Retro Date” must be shown and must be before the date of the
contract or the beginning of contract work.
b. Insurance must be maintained and evidence of insurance must be
provided for at least five (5) years after completion of contract work.
c. If coverage is canceled or non-renewed, and not replaced with another
claims made policy form with a “Retro Date” prior to the contract
effective date, Contractor must purchase “extended reporting” coverage
for a minimum of five (5) years after completion of contract work.
d. A copy of the claims reporting requirements must be submitted to the
City for review.
E. Contractor agrees that any available insurance proceeds broader than or in excess
of these specified minimum coverage requirements or the limits in subsection (A) shall be
available to the additional insureds named above. Furthermore, the requirements for coverage and
limits shall be (1) the minimum coverage and limits specified herein; or (2) such broader coverage
and maximum limits of coverage of any insurance policy or proceeds available to the named
insured for the work performed; whichever is greater.
F. Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by the
City. At the option of the City, either: the insurer must reduce or eliminate such deductibles or
self-insured retentions as respects the City, its officers, elected officials, employees, agents, and
volunteers; or the Contractor must procure a bond guaranteeing payment of losses and related
investigations, claim administration and defense expenses.
G. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:
1. General Liability and Automobile Liability Coverages
a. The City, its officers, elected officials, employees, agents and
volunteers are to be covered as insureds as respects: liability arising out of activities performed
by or on behalf of the Contractor, including the insured's general supervision of the Contractor;
products and completed operations of the Contractor, premises owned, occupied or used by the
Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage
must contain no special limitations on the scope of protection afforded to the City, its officers,
elected officials, employees, agents or volunteers.
b. The Contractor’s insurance coverage must be primary insurance as
respects the City, its officers, elected officials, employees, agents and volunteers. Any insurance
or self-insurance maintained by the City, its officers, elected officials, employees, agents or
volunteers must be in excess of Contractor’s insurance and must not contribute with it.
c. Any failure to comply with reporting provisions of the policies must
not affect coverage provided to the City, its officers, elected officials, employees, agents or
volunteers.
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d. The Contractor’s insurance must apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
2. Workers’ Compensation and Employers Liability Coverage
The insurer must agree to waive all rights of subrogation against the City,
its officers, elected officials, employees, agents and volunteers for losses arising from work
performed by Contractor for the City.
3. All Coverages
a. Each insurance policy required by this clause must be endorsed to
state that coverage must not be suspended, voided, cancelled by either party, reduced in coverage
or in limits except after thirty (30) days' prior written notice by certified mail, return receipt
requested, has been given to the City.
b. Coverage must not extend to any indemnity coverage for the
active negligence of the additional insured in any case where an agreement to indemnify the
additional insured would be invalid under Civil Code Section 2782(b).
4. Course of Construction policies must contain the following provisions:
a. The City must be named as loss payee.
b. The insurer must waive all rights of subrogation against the City.
5. Pollution and/or Asbestos Pollution Liability: $1,000,000 each occurrence/
$1,000,000 policy aggregate. If coverages are written on a Claims Made form:
a. The “Retro Date” must be shown and must be before the date of the
contract or the beginning of contract work.
b. Insurance must be maintained and evidence of insurance must be
provided for at least five (5) years after completion of contract work.
c. If coverage is canceled or non-renewed, and not replaced with
another claims made policy form with a “Retro Date” prior to the contract effective date,
Contractor must purchase “extended reporting” coverage for a minimum of five (5) years after
completion of contract work.
d. A copy of the claims reporting requirements must be submitted to
the City for review.
H. Acceptability of Insurers
Insurance is to be placed with insurers with a Best's rating of no less than A:VII or
as approved by the City.
I. Verification of Coverage
Contractor must furnish the City with certificates of insurance and with original
endorsements affecting coverage required by this clause. The certificates and endorsements for
each insurance policy are to be signed by a person authorized by that insurer to bind coverage on
its behalf. The certificates and endorsements are to be on forms provided by the City. Where by
statute, the City’s workers’ compensation-related forms cannot be used, equivalent forms approved
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by the Insurance Commissioner are to be substituted. All certificates and endorsements are to be
received and approved by the City before work commences. The City reserves the right to require
complete, certified copies of all required insurance policies, at any time.
J. Subcontractors
Contractor must include all subcontractors as insureds under its policies or must
furnish separate certificates and endorsements for each subcontractor. All coverages for
subcontractors must be subject to all of the requirements stated herein.
2.04 BONDS
A. In accordance with Section 3.4 of the Standard Specifications, Contractor must
provide the following bonds: Payment Bond equal to one hundred percent (100%) of the Contract
Bid Price, and Performance Bond equal to one hundred percent (100%) of the Contract Bid Price
on City’s forms. Both bonds must, by their terms, remain in full force and effect for a period of
one (1) year after the completion and acceptance of said Work to guarantee the replacement or
making acceptable of any defective materials or faulty workmanship.
B. Contractor may elect to post a maintenance bond equal to one hundred percent
(100%) of the Contract Bid Price, which will run for one (1) year after completion and acceptance
of said Work to guarantee replacing or making acceptable any defective materials or faulty
workmanship prior to the acceptance of said Work.
2.05 LIQUIDATED DAMAGES
In accordance with Section 8.6 of the Standard specifications, liquidated damages shall be
Three Thousand dollars ($3,000.00) per calendar day.
2.06 WITHDRAWALS OF PROPOSALS
A. City reserves the right to reject any and all bids and to waive any informality or
irregularity in the bids received.
B. No bidder may withdraw his/her bid for a period of ninety (90) days from the
opening thereof.
2.07 DRAWINGS AND SPECIFICATIONS
A. The drawings showing location and character of work are entitled Citywide
Pavement Project, numbered 1 through 38 inclusive, and are included as a part of these
specifications. The City of Rohnert Park 2023 Manual of Standards, Details and Specifications
are the adopted Standard Plans for the City of Rohnert Park and are included as a part of these
specifications.
B. Also included by reference as part of these specifications are the Standard
Specifications of the City of Rohnert Park, Sections 1-10 inclusive, hereinafter referred to as
“General Provisions.”
C. In addition, the technical provisions of the Standard Plans and Standard
Specifications, State of California, Department of Transportation, Business and Transportation
Agency, most current edition, and to revisions thereof are included by reference as a part of these
specifications insofar as they refer to materials and methods of work where applicable. Wherever
in the Special Provisions reference is made to “Caltrans Standard Specifications” or “Caltrans
Standard Plans,” it refers to these specifications or plans.
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2.08 COOPERATION AND COLLATERAL WORKS
A. Contractor must conform to the provisions of Section 7.26, “Cooperation and
Collateral Works,” of the Standard Specifications.
B. Contractor must ascertain the nature and extent of any simultaneous collateral work
and must coordinate their operations and cooperate to minimize interference.
2.09 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
A. Contractor must conform to the provisions of Section 7.15, “Preservation of
Property,” of the Standard Specifications.
B. Without additional compensation, Contractor may remove and replace, in a
condition as good as or better than original, such small miscellaneous structures as fences and sign
posts, that interfere with the Contractor’s operations.
C. All costs to Contractor for protecting, removing, modifying, relocating and
restoring existing improvements must be considered as included in the Contract prices paid for the
various items of work, and no additional allowance will be made therefor.
2.10 PERMITS AND LICENSES
A. Contractor will not be required to obtain a City permit for this work.
B. Contractor must have a valid California contractor’s Class A license. Contractor
and all subcontractors will be required to obtain a City Business license.
2.11 APPROVED DEBRIS HAULERS
A. There are three (3) approved debris haulers within the City and their contact
information is listed below. Contractor shall contract with one of the three (3) debris haulers for
service on the project. Payment for debris hauling shall be included within the Contractor’s bid
and no additional payment will be made for using one of the three (3) approved debris haulers.
Industrial Carting
(Global Materials Recovery Services
C&D Recycling Facility)
(707) 585-0511
Recology Sonoma Marin
800-243-0291
https://www.recology.com/rec
ology-sonoma-marin/
Pacific Sanitation
707-838-2597
http://www.pacific
sanitation.com/
B. When Contractor utilizes a staging area or storage yard that is fenced and screened,
final cleanup of the staging area and storage yard will be completed before the fence and screen
are removed, except for spot cleanup or trimming that may be required in areas directly under or
adjacent to the fence and screen.
C. Unless expressly waived by the City Engineer, when Contractor utilizes an area for
storage of material or staging its activities, the area will be fenced and locked and all fencing will
be installed with protective screening (i.e., green screen) to minimize the visual impact of the
storage and staging area.
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2.12 FIELD REVIEW PRIOR TO BIDDING
The bidder must examine carefully the site of the work contemplated and the proposal,
plans, specifications, and the contract forms therefor. It will be assumed that the bidder has
investigated and is satisfied as to the conditions to be encountered, as to the character, quality and
quantities of work to be performed and materials to be furnished, and as to the requirements of
these specifications, the Special Provisions, and the Contract.
2.13 TESTING
The City will only pay for passing compaction tests meeting the requirements of these
specifications. All failing tests will be charged to Contractor and the costs of such failing tests
will be deducted from the Contract. In addition, the decision as to when and from what areas tests
are to be made will be at the judgment of the Engineer only.
2.14 WORKING HOURS AND RECORD DRAWINGS
A. Contractor working hours shall be between 8:00 AM and 6:00 PM unless approved
by the City Engineer at least seventy-two (72) hours in advance. Working days shall be Monday
through Friday, excluding weekends and holidays.
B. Contractor shall provide record drawings at the end of the Project, and final
payment shall not be issued until completed and approved by the Project manager. The record
drawing compilation shall be considered part of the bid amount.
2.15 PROJECT NOTIFICATION AND IDENTIFICATION SIGN
A. Contractor shall post notification flyers at each residence or commercial
establishment within the work limit two (2) weeks prior to commencement of work and three (3)
days prior to commencement of work. Cost for notification shall be considered as part of
mobilization, and no additional payment shall be made.
B. Contractor shall supply a four foot-by-eight foot (4’ X 8’) signs to be displayed at
the Project site as approved by the Engineer in wording to be provided by the City. The sign shall
be constructed in accordance with City STD 742. Contractor shall remove the sign when
construction is complete.
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PART 3 – STANDARD SPECIFICATIONS
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PART 3
CONDITIONS OF THE CONTRACT
SECTION 1
DEFINITIONS AND TERMS
Whenever in these specifications, or in any documents or instruments where these specifications
govern, the following terms, or acronyms in place of them, are used, the intent and meaning must
be interpreted as follows (except as the context requires a different meaning):
Abbreviations
AAI American Asphalt Institute
AASHTO American Association of State Highway and Transportation Officials
ACI American Concrete Institute
AISC American Institute Steel Construction
AISI American Iron and Steel Institute
API-ASME American Pressure Institute - American Society of Mechanical Engineers
AREA American Railway Engineering Association
ASA American Standards Association
ASTM American Society for Testing Materials
AWPA American Wood Preservers Association
AWA American Welding Society
AWWA American Water Works Association
CRA California Redwood Association
DFPA Douglas Fir Plywood Association
NEMA National Electrical Manufacturers' Association
WCLA West Coast Lumbermen's Association
Acceptance
The formal written acceptance by the City of an entire Contract which has been completed in all
respects in accordance with the plans and specifications and any modifications thereof previously
approved.
Bidder
Any individual, firm or corporation submitting a proposal for the Work contemplated, acting
directly or through a duly authorized representative.
City
City of Rohnert Park
City Engineer
The City Engineer of the City of Rohnert Park.
Contract or Contract Documents
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The contract or agreement to be entered into by the successful bidder for the performance of the
work must consist of the following documents, each of which is on file in the office of the City
Clerk and all of which are incorporated in the Contract and made a part thereof by reference thereto:
Contract, Invitation for Sealed Proposals, Instructions and Information to Bidders, Accepted
Proposal, Performance Bond, Payment Bond, Special Provisions, Standard Specifications, Design
and Construction Standards, Plans, Profiles and Detailed Drawings.
Contractor
The word “Contractor” means the person, persons, partnership or corporation entering into the
Contract for the performance of the work required and the legal representative of said party of the
agent appointed to act for said party in the performance of the Work.
Contract Prices
Either the unit prices or lump sum amounts to be named in the Contract, or the total of all payments
under the Contract at the unit prices or lump sum amounts, as the case may be. This definition is for
convenience and reference only and must not be construed to alter the fact that the Contract is an
entire Contract for the performance of all work depicted on the plans and as described herein.
Directed
Whenever in these specifications the words “directed,” “required,” “permitted,” “ordered,”
“instructed,” “designated,” “considered necessary,” “prescribed,” or words of like import are used,
it must be understood that the directions, requirements, permission, order, instruction, designation,
or prescription, etc. of the City Engineer are intended; and, similarly, the words “approved,”
“acceptable,” “satisfactory,” or words of like import, mean approved by, or acceptable or
satisfactory to the City Engineer, unless otherwise stated.
Engineer
“Engineer” means properly authorized engineers, inspectors, and superintendents acting severally
within their scope of the particular duties entrusted to them by the City Engineer.
Federal Agencies
Whenever in these specifications reference is made to any federal agency or officer, such references
are deemed made to any agency or officer succeeding in accordance with law to the powers, duties,
jurisdictions and authority of the agency or officer mentioned.
Inspector
The word “Inspector” means the authorized individual or firm acting within the jurisdiction
entrusted to it by the City Engineer.
Plans
The word “Plans” means collectively all of the drawings or plans referenced by the Project
specifications and made a part thereof, and also such supplemental drawings or plans as the City
Engineer must issue from time to time to elucidate drawings or plans attached to these
specifications, or for showing details which are not shown thereon, or for the purpose of showing
changes in the work, as authorized in later paragraphs describing changes and Extra Work.
Specifications
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The directions, provisions, and requirements contained herein as supplemented by such special
provisions or special specifications as may be necessary, pertaining to the method and manner of
performing the work or the quantities and qualities of materials to be furnished under the Contract.
The special provisions or special specifications are specified clauses setting forth conditions or
requirements peculiar to the Project under consideration and covering work or materials involved
in the proposal and estimate but not satisfactorily covered by these Standard Specifications.
State
State of California.
Supervision
The word “supervision” where used in these specifications to indicate supervision by the City
Engineer means the performance of obligations and the exercise of rights specifically imposed and
granted upon and to the City in becoming a party to the Contract, of which the text of these
specifications forms a part. Excepting as specifically stated herein, supervision by the City is not be
construed to mean active and direct superintendence of the details of the Work.
Surety
The word “surety” or “sureties” means the bondsmen or party or parties who may guarantee the
fulfillment of the Contract by bond, and whose signatures are attached to said bond.
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SECTION 2
PROPOSAL REQUIREMENTS AND CONDITIONS
2.1 INTENT
It is the intent of these specifications that the provisions of all sections must apply unless
otherwise specified in the Special Provisions, in which case the provisions contained therein must
have precedence over those specified in the Standard Specifications. It is also the intent where
reference is made to specifications or other organizations for portions of the Work, that such
reference applies only to construction methods and materials used in said Work.
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SECTION 3
AWARD AND EXECUTION OF CONTRACT
3.1 AWARD OF CONTRACT
A. The City reserves the right to accept or reject any or all proposals and waive
technical defects as the City’s best interests may require. Award of the Contract, if it be awarded,
will be to the lowest responsive, responsible bidder whose proposal complies with all the
requirements prescribed. The award, if made, will be awarded as soon as practicable after the
opening of the proposals but not before the time for bid protests set forth below. Proposals in which
the prices are obviously unbalanced will be rejected.
B. The proposals will be compared on a basis of the sum of the totals of the items on
the schedule as calculated from the given estimated quantities and the unit prices or lump sums of
the amount submitted. The entire work will be awarded to one bidder, unless otherwise specified in
the Special Provisions.
3.2 BID PROTESTS
A. Any bid protest (“Bid Protest”) must be filed in writing with the City Clerk, with
a copy to the bidder whose bid is being protested and served by email or facsimile transmission
within seven (7) calendar days of the City’s issuance of the Notice to Intent to Award for
Construction Work. Proof of service of the Bid Protest must be submitted to the City Clerk
within one business day of the filing of the Bid Protest, and any protest without a timely
submitted proof of service may be rejected. City will use reasonable efforts to deliver by
email or facsimile a copy of the Notice of Intent to Award to all bidders who submitted bids no
later than the business day after issuance, although any delay or failure to do so will not extend
the bid protest deadline described above.
B. The Bid Protest must state all grounds upon which the protest is based and include
all facts and documents in support of each protest ground.
C. Any bidder whose bid is subject to a protest may submit to the City Clerk a written
response (“Response”) to the Bid Protest, with a copy to the protesting bidder, and served by
email or facsimile transmission within five (5) calendar days of the service of the Bid Protest.
D. The City Clerk shall promptly submit the Bid Protest, and any Response, to the
City Manager, Assistant City Manager or his/her designee for decision (“Decision”). The
Decision on the Bid Protest shall be in writing and shall be served upon the protesting bidder,
and the bidder whose bid is being protested, via email or facsimile transmission within five (5)
calendar days of his or her receipt of Bid Protest and any Response. If the City Manager,
Assistant City Manager or his/her designee has not issued a written Decision on the Bid Protest
within said five (5) calendar day period, then the Bid Protest shall be deemed denied. The
Decision, by written Decision or deemed denial, shall be final.
E. Failure to comply with these Bid Protest Procedures shall be deemed to be a
waiver of the right to protest a bid.
3.3 RETURN OF PROPOSAL GUARANTEES
Within ten (10) days after award of the Contract, the City will upon demand return the
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proposal guarantees accompanying the proposals of all bidders, except those of the three (3) lowest
responsible bidders as determined by the City. Proposal guarantees of the three (3) lowest
responsible bidders will be held until the Contract has been finally executed, after which they will
be returned to the respective bidders whose proposals they accompany.
3.4 BONDS
A. Prior to the City’s execution of the Contract, the successful bidder must file good
and sufficient bonds to be approved by the City conditioned upon the complete performance of the
Contract and upon the payment of claims for labor and materials in connection therewith. The
Contractor must pay all premiums and costs thereof and incidental thereto. Such bonds must not be
subject to cancellation.
B. The following minimum thresholds require Payment and Performance bonds for
projects over twenty-five thousand dollars ($25,000):
1. Payment Bond. Per Civil Code Section 9550, a payment bond is required
for a public works contract involving an expenditure in excess of twenty-five thousand dollars
($25,000). Civil Code Section 9554 requires that the payment bond be in an amount not less than
one hundred percent (100%) of the total amount payable pursuant to the public works contract and
is subject to the provisions of that chapter as specified in the Special Provisions.
2. Performance Bond: The performance bond shall be in an amount specified
in the Special Provisions and must be conditioned so as to ensure the complete performance of the
Contract without exception.
C. Should City deem any surety or sureties unsatisfactory at any time, notice will be
given to Contractor to that effect, and they must forthwith substitute a new surety or sureties
satisfactory to the City. No further payment will be deemed due or will be made under this Contract
until the new surety is qualified and accepted by the City.
D. Any alterations in the Work to be done, or increase or decrease of the materials to
be furnished, which may be made pursuant to the terms of said Contract, will not in any way release
either the principal or surety thereunder, nor will any extensions of time granted under the
provisions of said Contract release either the principal or surety, and notice of such alterations or
extensions of the Contract must be waived by the surety. The bonds must be maintained in full force
and effect until the Contract has been completely performed and until all claims for material and
labor have been paid.
E. Once the Notice of Completion has been recorded, Contractor may elect to post a
Maintenance Bond equal to one hundred percent (100%) of the final Contact Price, including
Contract change orders, if any, for a period of one-year after the Notice of Completion recorded
date.
3.5 EXECUTION OF CONTRACT
The Contract must be signed by the successful bidder and returned, together with the
Contract Bonds and valid insurance on City forms, within ten (10) calendar days after the date of
mailing written notice to the successful bidder that the Contract has been awarded.
3.6 FAILURE TO EXECUTE CONTRACT
Failure to execute the Contract, file acceptable bonds, and/or acceptable insurance as
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provided herein within said ten (10) calendar days shall allow the City, at its discretion, to annul the
award and claim the proposal guarantee as provided in the California Public Contract Code. If the
successful bidder refuses or fails to execute the Contract, the City may award the Contract to the
second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute
the Contract, the City may award the Contract to the third lowest responsible bidder. On the failure
or refusal of the second or third lowest responsible bidder, to whom any Contract is so awarded, to
execute the same, such bidders’ guarantees must be likewise forfeited to the City. The Work may
then be re-advertised or may be constructed by other means as the City may decide.
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SECTION 4
SCOPE OF WORK
4.1 WORK TO BE DONE BY CONTRACTOR
A. The Work to be done consists of furnishing all labor, methods or processes,
implements, tools, machinery, transportation, insurance, permits, bonds, taxes and materials, except
as otherwise specified which are required to construct the asphalt grinding and HMA overlay, crack
sealing, slurry seal, chip seal, striping and pavement markings, and curb ramp replacement and
concrete flat work in complete order for use and to leave the grounds in a neat and orderly condition.
B. Where items contain a description of work to be included for payment under a
particular item, such description will be considered as including, but not being limited to, the Work
described. It is further understood that it is the intent that the cost of all Work necessary for the
completion of a particular item must be included in the price proposal for the item, unless the cost
of such Work is specifically included in another item.
4.2 FINAL CLEANUP
A. Before City’s final inspection, Contractor must clean the site and grounds occupied
by it in connection with the Work of all rubbish, excess materials, falsework, temporary structures,
and equipment, and all parts of the Work must be left in a neat and presentable condition. Nothing
herein, however, requires Contractor to remove warning and directional signs prior to City’s formal
acceptance of the Work.
B. When Contractor utilizes a staging area or storage yard that is fenced and
screened, final cleanup of the staging area and storage yard will be completed before the fence
and screen are removed, except for spot cleanup or trimming that may be required in areas
directly under or adjacent to the fence and screen.
4.3 CHANGES IN THE CONTRACT - EFFECT BETWEEN PARTIES
A. City reserves the right to make such alterations or deviations, additions to or
omissions from the plans and specifications, as may be determined during the progress of the Work
to be necessary and advisable for the proper completion thereof. When such change is ordered, the
City Engineer must determine and state in his/her written order to Contractor made pursuant thereto
whether in his/her opinion such change constitutes a material change and what adjustment of
consideration provided for in the Contract is warranted. Upon written order of the City Engineer,
Contractor must proceed with the Work as so increased, decreased or altered. Such action and any
disposition thereof may be taken without notice by City to Contractor’s insurance underwriters,
sureties, or guarantors required by this Contract, and absence of notice thereto will not discharge
the obligation of any such party.
B. When City and Contractor fail to agree as to whether an omission of a portion of the
work or alterations, or deviations or additions to or omissions from the plans and specifications
ordered by the Engineer or City constitute a material change or difference in character of the Work
as herein contemplated sufficient to warrant adjustment in the consideration provided to be paid to
the Contractor or fail to agree on the consideration adjustment or compensation to be allowed for
such change, Contractor must forthwith proceed with the changed Work upon receipt of written
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order from the City Engineer.
C. Pending a settlement of the dispute, the Contractor must file with the City Engineer,
within ten (10) days after receiving such written notice to proceed, a protest setting forth in detail
in what particulars the character of the Work was changed so as to warrant a consideration
adjustment or by what amount the unit cost or other cost was increased or to what extent the
consideration demand or reduction in consideration determined by the City Engineer as warranted
is excessive. Failure to file such a protest in the time allotted will be deemed a waiver of any right
to protest, and Contractor will proceed to complete the Work under the changed Contract terms and
specifications.
D. The failure of the parties to agree will not be construed as relieving Contractor of its
duty and responsibility for continuing with performance under the Contract as changed. Failure to
continue performance under such circumstances will constitute a material breach of Contract by
Contractor and the appropriate provisions hereof with relation thereto will apply. The determination
of the City Engineer of the amount of reduction in Contract consideration or other consideration to
City or increase in consideration or other basis of compensation to Contractor arising out of any
such change will be final and binding upon the Contractor, unless it files a protest as set forth in
Section 4.3(C) above. Payment by City on the basis of Contract prices so adjusted will constitute
full and final performance of City obligations hereunder. If the parties fail to agree prior to
completion of the Contract, final payments will not be delayed but must be made in accordance
with the City Engineer’s determinations subject to further claim of Contractor and compliance by
City with court order, but nothing contained in this clause will excuse Contractor from proceeding
with the performance of the Work as changed.
4.3.1 Reduction in Cost
If the cost of the Work to Contractor is reduced by reason of any modification of the
Contract, compensation must be made to City therefor or a proportionate reduction in Contract
consideration must be made therefor.
4.3.2 Quantity Changes
The quantities given in the proposal schedule for unit price items are for comparing
proposals and may vary from the actual final quantities. Some quantities may be increased and
others may be decreased or eliminated, and no claims can be made against the City for damage
occasioned thereby or for loss of anticipated profits, Contractor being entitled only to compensation
for the actual work done at the unit prices proposed.
4.3.3 Extra Work
A. City reserves the right, when confronted with unpredicted conditions, unforeseen
events, or emergencies, to revise the details of the contemplated Work or to add work of a different
character or function and have the Contractor perform such revised or added work, as Extra Work,
when such Extra Work is considered by the City Engineer to be vitally appurtenant to the
satisfactory completion of the Project. “Extra Work” is defined as added work of a different
character or function and for which no basis for payment is prescribed in the Contract; or that
involving revisions of the details of the Work in such a manner as to render inequitable payment
under items upon which the Contractor proposed; or that work to be done under stipulated prices as
given in the Schedule of Bid Prices.
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B. Contractor’s execution of the Contract will be deemed to be an agreement on its part
to perform Extra Work, as and when ordered by the City Engineer. Contractor must give notice to
the sureties on the Contractor’s bonds if the estimated total value of the Contract, as changed or
supplemented, exceeds the original total proposal price by more than twenty-five percent (25%),
but failure to give such notice will not affect the surety’s obligation under said bonds. If required
Extra Work results in delay to the Work, Contractor will be given an equivalent extension of time.
C. Upon City’s decision to have Extra Work performed, the City Engineer will so
inform Contractor, acquainting it with the details of the new work. Should an item of work within
the proposal schedule correspond with the type of work to be done under Extra Work to the mutual
satisfaction of Contractor and City, the Extra Work must be performed at the stipulated bid price
and in the manner provided for said item. Should such Extra Work not correspond to a stipulated
bid price, Contractor must prepare a price for said work based upon its estimate of cost and submit
said price and estimate to the City Engineer based on one of the following methods as requested by
City:
1) For a stated unit price or lump sum amount based upon current prevailing
fair prices for materials, labor, plant, overhead, and profit; or
2) On a cost plus markup basis (“force account” by the Contractor). All work
done by Contractor on a cost plus markup basis will be computed in the manner hereinafter
described, and the compensation thus provided must be accepted as payment in full by the
Contractor, and no additional payment will be allowed for the use of small tools, superintendent's
services, timekeeper's services, nor any other overhead expenses incurred in the prosecution of the
force account work.
(3) Under either method (1) or (2), total cost shall include:
(a) MATERIALS: For all materials purchased by Contractor and used
in this specific work, the cost estimate shall reflect the actual cost less normal discounts of such
materials, including freight and delivery charges, as shown by original receipted bills. Salvage
value, as may be agreed upon between the City and the Contractor for materials which are not
permanently incorporated in the work, will be deducted from the total amount as derived above.
City reserves the right to furnish such materials required as it deems advisable, and Contractor shall
have no claim for profit on the cost of such materials.
(b) LABOR: For all direct labor engaged in the specific operation,
Contractor will receive the prevailing wage paid on the Project for each and every hour that said
labor is actually engaged in such work. In addition, City will reimburse Contractor for
unemployment compensation insurance payments; contributions made to the State as required by
the provisions of the Unemployment Reserve Act, Chapter 352, Statutes of 1935, as amended; and
for taxes paid to the federal government, as required by the Social Securities Act, approved August
14, 1935, as amended.
(c) EQUIPMENT: For any machine, power and equipment which is
deemed necessary, Contractor will receive the actual cost of rented equipment furnished by it as
shown on its paid vouchers. For the use of equipment Contractor owns, it will be paid at the rental
rates currently prevailing in the locality, and said rental rates must be deemed to include profit and
overhead, and no extra compensation will be allowed, nor will any percentage or amount
whatsoever be added thereto.
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(d) MARKUP:
(i) Work by Contractor. A fifteen percent (15%) allowance will be
added to Contractor’s direct costs and will constitute the markup for all overhead and profit on
Contractor’s work. Contractor will also be compensated for any actual increase in the Contractor’s
bond premium caused by the Extra Work.
(ii) Work by Subcontractor. When any of the Extra Work is
performed by a subcontractor, a fifteen percent (15%) allowance will be added to the
subcontractor’s direct costs and will constitute the markup for all overhead and profit on work by
the subcontractor. In addition, a five percent (5%) allowance will also be added to the
subcontractor’s direct cost and will constitute the markup for all overhead and profit for Contractor
on work by the subcontractor. Contractor will also be compensated for any actual increase in
Contractor’s bond premium caused by the Extra Work.
D. Contractor shall not commence Extra Work until it has secured the City’s approval
as to the method and amount of payment thereunder, excepting that the City Engineer may, in
writing, order Contractor to proceed with Extra Work in advance of such approval.
E. Upon receipt of Contractor’s price, the City Engineer will make an analysis thereof,
and City will adopt one of the following procedures for prosecuting the Extra Work:
(1) Accept Contractor’s price for the lump sum or unit price amount in the
original or amended form and direct Contractor to proceed with the work; or direct Contractor to
perform the work on a cost plus markup basis; or
(2) Have the work performed by the City or another contractor under separate
contract, without undue interference or hindrance to Contractor and without claim or suit by
Contractor for damages on account thereof.
4.4 MAINTENANCE OF DETOURS
A. Contractor will construct and maintain detours and detour bridges for the use of
public traffic as provided in the Special Provisions, or as shown on the plans or as directed by the
Engineer, and payment for such work will be made as set forth in the Special Provisions or at the
contract prices for the items of work involved if the work being performed is covered by contract
items of work, and no other method of payment therefor is provided in the Special Provisions.
Otherwise, the work will be paid for as Extra Work as specified under Paragraph 4.3 of this section.
B. When public traffic is routed through the work, provisions for passageway through
construction operations will not be considered as detour construction or detour maintenance.
C. Detours used exclusively by Contractor for hauling materials and equipment will be
constructed and maintained by Contractor at Contractor’s expense.
D. Contractor’s failure or refusal to construct and maintain detours at the proper time
will be sufficient cause for closing down the work until such detours are in satisfactory condition
for the safe use of public traffic.
E. Where Contractor’s hauling is causing such damage to the detour that its
maintenance in a condition satisfactory for public traffic is made difficult or unusually expensive,
the Engineer will have authority to regulate Contractor’s hauling over the detour.
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4.5 USE OF MATERIALS FOUND ON THE WORK
Contractor, with the approval of the Engineer, may use in the proposed construction such
stone, gravel, sand or other material suitable, in the opinion of the Engineer, as may be found in the
excavation, but it must replace at its own expense with other suitable material all of that portion of
the material so removed and used which was contemplated for use in the embankments, backfills,
bridge approaches, or otherwise. No charge for materials so used will be made against Contractor.
Contractor shall not excavate or remove any materials from within the Project location which is not
within the excavation, as indicated by the slope and grade lines, without written authorization from
the Engineer.
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SECTION 5
CONTROL OF THE WORK
5.1 AUTHORITY OF CITY ENGINEER
The City Engineer must decide all questions which may arise as to the quality or
acceptability of materials furnished and work performed, the manner of performance, the rate of
progress of the work, and the interpretation of the Plans and Specifications. His/her decision will be
final, unless otherwise ordered by the City Manager or Assistant City Manager, and the City
Engineer will have the authority to enforce and make effective all decisions and orders Contractor
fails to carry out promptly.
5.2 PLANS
The approved Plans are hereby made a part of these Specifications. These Plans show in
general the nature and dimensions of the work to be done. Contractor acknowledges that changes
may be made to the Plans according to the best interests of the City.
5.3 CONFORMITY WITH PLANS
A. Finished surfaces in all cases must conform with the lines, grades, cross sections,
and dimensions shown on the approved Plans. Deviations from the approved Plans and working
drawings, as may be required by the exigencies of construction, will in all cases be determined by
the City Engineer and must be authorized in writing by him/her.
B. Contractor must have Plans and Specifications for the Project on the Project location
at all times and must make these Plans and Specifications available to the Engineer upon request.
5.4 WORKING DRAWINGS
A. Contractor must submit working drawings, in quadruplicate, as required by the
Special Provisions. Working drawings for any structure must consist of such detailed plans as may
be required for the prosecution of the work and are not included in the plans furnished by the City.
They must include shop details, erection plans, masonry layout diagrams, and bending diagrams for
reinforcing steel, which must be approved by the Engineer before any work involving these plans
is performed. Plans for cribs, cofferdams, falsework, centering, and form work will be required and
must be subject to approval, unless approval is waived by the Engineer. These plans will be subject
to approval insofar as the details affect the character of the finished work, but other details of design
will be left to Contractor, who must be responsible for the successful construction of the work.
B. Contractor hereby acknowledges that approval by the Engineer of Contractor’s
working drawings does not relieve Contractor of any responsibility for accuracy of dimensions and
details, or for mutual agreement of dimensions and details.
C. Full compensation for furnishing all working drawings must be considered as
included in the prices paid for the various Contract items of work, and no additional allowance will
be made therefor.
5.5 COORDINATION OF PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS
A. These Specifications, the Plans, Special Provisions, Contract change orders, and all
supplementary documents are essential parts of the Contract, and a requirement occurring in one is
binding as though occurring in all. They are intended to be cooperative and to describe and provide
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for a complete work.
B. In case of discrepancy either in the Plans or Specifications, the matter must be
promptly submitted to the City Engineer who must make a determination in writing. Any
adjustment by the Contractor without this determination will be at its own risk and expense. If
Contractor, in the course of the work, finds any discrepancy in the Plans in the physical conditions
of the locality, or any errors or omissions in the Plans, or in the layout as given by survey points and
instructions, Contractor must immediately notify the Engineer in writing who will promptly verify
the same. Any work or material not herein specified or shown on the Plans, but which is fairly
implied in the judgment of the City Engineer, should be included therein, must be done or furnished
as a part of the Contract as though shown or included in the Plans or Specifications. Any work done
after such discovery, until authorized, will be done at Contractor’s risk.
5.6 INTERPRETATION OF PLANS AND SPECIFICATIONS
A. Should it appear that the work to be done or any of the matter relative thereto are
not sufficiently detailed or explained in the Plans and Specifications, Contractor shall apply to the
Engineer for such further explanations as may be necessary and must conform to them as part of
the Contract, so far as they may be consistent with the original Specifications; and in the event of
any doubt or question arising respecting the true meaning of the Specifications, reference must be
made to the City Engineer, whose decision thereon will be final.
B. In the event of any discrepancy between any Plans and the figures written thereon,
the figures must be taken as correct.
5.7 SUPERINTENDENCE
A. Whenever Contractor is not present on any part of the work where it may be desired
to give direction, the Engineer will give orders that must be received and obeyed by the
superintendent, foreman, or authorized representative who may have charge of the particular work
in reference to which the orders are given. Any order given by the Engineer, not otherwise required
by the Specifications to be in writing, will, on Contractor’s request, be given or confirmed by the
Engineer in writing.
B. An authorized representative of the Contractor must be present at the site of the
Work at all times, both while work is actually in progress and during periods when work is
suspended.
C. Where Contractor is comprised of two or more persons, co-partnership or
corporations, functioning on a joint-venture basis, Contractor must designate in writing to the City
the name of their authorized representative who must have supreme authority to direct the work and
to whom orders will be given by the Engineer, to be received and obeyed by Contractor.
D. Contractor must have a sufficient number of superintendents or foremen on the site
of the work to adequately supervise and direct each major type of its construction work, and when,
in the opinion of the Engineer, Contractor’s required supervisory personnel are considered
inadequate, Contractor, upon request from the City, must promptly provide adequate personnel.
5.8 LINES, GRADES AND MEASUREMENTS
A. Contractor will do the initial staking out of the work unless otherwise stated in the
Special Provisions. Contractor will establish control lines and offset lines and set all stakes normally
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required so Contractor can make the necessary measurements therefrom for the layout of the details
of its work without the need for surveyors. Survey stakes and benchmarks removed by the
carelessness of Contractor or its employees will be replaced by the City at Contractor’s expense.
B. Contractor must employ skilled personnel for making measurements and skilled
mechanics for setting equipment or metal parts that are to be permanently imbedded in or attached
to proposed structures. Contractor must remedy any inaccuracies in the placing of equipment or
metal parts at its own cost. Any inaccuracies in the performance of the Contractor’s work due to
faulty transfer or measurements must be remedied by the Contractor at its own expense.
5.9 INSPECTION
A. Except as otherwise provided in paragraph (D) below, all material and
workmanship, if not otherwise designated by the Specifications, must be subject to inspection,
examination and test by the Engineer at any and all times during manufacture and/or construction
and at any and all places where such manufacture and/or construction are carried on. The Engineer
may reject defective material and workmanship or require its correction. Rejected workmanship
must be satisfactorily corrected, and rejected material must be satisfactorily replaced with proper
material without charge therefor, and Contractor must promptly segregate and remove the rejected
material from the premises. If Contractor fails to proceed at once with the replacement of rejected
material and/or the correction of defective workmanship, the Engineer may by contract or otherwise
replace such material and/or correct such workmanship and charge the cost thereof to Contractor,
or may terminate the right of Contractor to proceed.
B. Contractor must furnish promptly without additional charge, all reasonable
facilities, labor, and materials necessary for the safe and convenient inspection and tests as the
Engineer may require. All Engineer inspections and tests will be performed in such a manner as not
unnecessarily to delay the work. Special, full size, and performance tests will be as described in the
Specifications. Contractor will be charged with any additional cost of inspection when material and
workmanship are not ready at the time inspection is requested by the Contractor.
C. Inspection of material and finished articles to be incorporated in the work at the site
must be made at the place of production, manufacture, or shipment, whenever the quantity justifies
it, unless otherwise stated in the Specifications; and such inspection and written or other formal
acceptance, unless otherwise stated in the Specifications, will be final, except as regards latent
defects, departures from specific requirements of the Contract, damage or loss in transit, frauds, or
such gross mistakes amount to fraud. Subject to the requirements contained in the preceding
sentence, the inspection of material and workmanship for final acceptance as a whole or in part must
be made at the site. Nothing contained in this paragraph will in any way restrict the City’s rights
under any warranty or guarantee. No work will be covered by a succeeding operation until the
Engineer has had adequate notice and a sufficient opportunity to inspect the work. Any violation of
this requirement will be deemed an attempt to defraud the City, and the work covered may be
rejected. Contractor must comply promptly with all instructions of the Engineer. Failure to so
comply will be sufficient cause for breach of contract. The Engineer may, when in the best interests
of the City, order a suspension of the work or any part of the work which is not, in his/her opinion,
proceeding satisfactorily.
D. The inspection of the work will not relieve Contractor of any of its obligations to
fulfill its Contract as prescribed.
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E. Should the Engineer consider it necessary or advisable at any time before final
acceptance of the entire work to examine work already completed, and upon which adequate notice
and sufficient opportunity for inspection was provided, Contractor must on request promptly furnish
all necessary facilities, labor, and material. If such work is found to be defective or non-conforming
in any material respect due to fault of the Contractor or its subcontractors, Contractor must defray
all the expense of such examination and satisfactory reconstruction. If, however, such work is found
to meet the requirements of the Contract, the actual direct cost of labor and material necessarily
involved in the examination and replacement, plus markup as determined in Section 4.3, will be
allowed the Contractor, and if completion of the work has been delayed thereby, Contractor will be
granted a suitable extension of time on account of the additional work involved.
F. All inspections by the City, the Engineer, or the Engineer’s representative are for
the City’s use in determining the acceptability of the Project. Contractor is responsible for the
quality of all materials supplied and all workmanship. Contractor must provide and implement a
quality control program independent of the inspections provided by the City. Such quality control
program must be designed to ensure materials and workmanship are of first quality in conformance
with these specifications and the best practices of the construction industry. Contractor’s quality
control plan must be submitted to the Engineer for review within fifteen (15) days of Notice to
Proceed. Approval of the quality control plan by the Engineer does not relieve Contractor of
providing sufficient tests or certifications to provide a complete and useable product in accordance
with these specifications.
5.10 UNAUTHORIZED WORK AND DEFECTIVE WORK OR MATERIALS
Any work done beyond the scope of the Plans and Specifications established by the City
Engineer, or any Extra Work done without written authority, will be considered unauthorized and
will not be paid for. Work so done may be ordered removed at Contractor’s expense. Upon failure
of Contractor to comply promptly with any order of the Engineer made under the provisions of this
Section 5, the City Engineer will have authority to cause defective work or materials to be remedied
or removed and replaced, and unauthorized work to be removed, and to deduct the cost from any
moneys due or to become due to the Contractor, notwithstanding that such defective work and
materials have been previously overlooked by the Engineer and accepted or estimated for payment.
5.11 METHODS AND EQUIPMENT
A. Equipment not suitable to produce the quality of work required will not be permitted
to operate on the Project. If the City Engineer or representative observes unsuitable equipment, the
City Engineer shall have the right and authority to stop work. Contractor will not be granted extra
additional days or compensation for delay due to Contractor’s use of unsuitable equipment.
B. Plants must be designed and constructed in accordance with general practice for
such equipment and must be of sufficient capacity and of such character to insure the production of
sufficient material to carry the work to completion within the time limit.
C. Contractor must provide adequate and suitable equipment and plants to meet the
above requirements and, when ordered by the Engineer, must remove unsuitable equipment from
the work and discontinue the operation of unsatisfactory plants.
D. Each machine or unit of equipment must be operated by a person experienced in
handling the particular make of machine or unit of equipment in use, at a speed or rate of production
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not to exceed Manufacturer’s recommendations.
E. All vehicles used to haul materials over existing highways must be equipped with
pneumatic tires.
F. Beam scales for use in batchers, proportioning plants, platform scales, or for other
purposes must be equipped with “V” blocks and pivots of hard steel in all hangers or other points
of support which are used as parts of the weighing mechanism.
5.12 FINAL INSPECTION AND ACCEPTANCE
A. City will inspect the work for acceptance promptly upon receipt of notice in writing
from Contractor that the work required under the Contract has been performed.
B. If, in the judgment of the City Engineer, the work has been completed in accordance
with the Plans and the Specifications and is ready for acceptance, he/she will so certify and accept
the completed work in accordance with the City’s approved procedures. The City Engineer will, in
his/her certification, give the date upon which the work was completed. Upon City’s acceptance
pursuant to such certification, the date of completion as certified by the City Engineer will be the
date of completion of work up to which penalties for liquidated damages, if any, will be computed.
5.13 CLEANUP WORK
A. During construction, Contractor must keep the site reasonably free and clear from
all rubbish and debris. Care must be taken to prevent spillage when hauling is being done on any
public road or street, and any such spillage or debris resulting from Contractor’s operation must be
immediately cleaned up.
B. Upon the completion of the work, Contractor must remove all plants, building,
rubbish, unused materials, concrete forms and other like material belonging to it or used under
its direction during the construction. In the event of its failure to do so, the same may be removed
by the City at Contractor’s expense.
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SECTION 6
CONTROL OF MATERIALS
6.1 CITY-FURNISHED MATERIALS
A. Contractor must notify the City as to the time at which it will require those materials
which are to be furnished by the City. This notice must be given in sufficient advance of actual need
to avoid delay.
B. City-furnished materials will be delivered Freight on Board (f.o.b.) trucks at the site
of the work. “Site of the work” means the nearest point to the work which is readily accessible to
trucks. Contractor will be charged with any standby or demurrage charges which may accrue at the
point of delivery because of their failure to unload the trucks immediately upon their arrival at the
site of work.
C. Contractor must receive and be responsible for these materials, storing those which
may be damaged by the elements, in a safe, substantial manner until they are used in the work.
D. Any materials City delivered in an acceptable condition to Contractor which are
subsequently lost or rejected by the City due to damages from handling, transporting, storing, flood
waters, fire, or for any other reasons before its use in the completed Work, must be paid for by the
Contractor. The total value of such materials will be deducted from moneys due or becoming due
to Contractor. Contractor must remove any condemned material immediately and permanently from
the site of work.
E. Any of the City’s materials, remaining unused after all requirements for said
materials have been met, must be promptly returned to City in acceptable condition. Contractor
must return these materials f.o.b. to the City’s truck at the site of work and at such points as will be
conveniently accessible to City transportation.
F. Contractor must not sell, assign, mortgage, hypothecate, or remove equipment or
materials which have been installed or delivered and which may be necessary for the completion of
the Contract, without the City’s written consent.
6.2 MATERIALS TO BE FURNISHED BY CONTRACTOR
Unless otherwise specified herein, or on the Plans and Specifications, Contractor must
furnish all materials required for the completion of the Contract. The cost of hauling, storing and
handling of all the materials Contractor is required to furnish must be included in the unit price
proposal in the schedule for the work for which the materials are required.
6.3 SOURCE OF SUPPLY AND QUALITY OF MATERIALS
A. It is the Contractor’s responsibility to require material suppliers and subcontractors
to furnish materials which meet the requirements of the Specifications. All materials which are to
become part of the completed Project must be new and must conform to the requirement prescribed
therefor in these Specifications or as specified in the Special Provisions.
B. Unless otherwise waived in writing by the Engineer, Contractor will be required to
furnish the City with certification(s) prepared and signed by the manufacturers and/or suppliers to
the effect that items furnished meet all the requirements of the Specifications. Such certification(s)
must be furnished prior to the use of the material in any part of the construction.
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C. In the case of sand and gravel to be used for concrete construction, Contractor must
notify the City’s representative in writing of the sources of the available materials and secure source
approval in writing prior to placing order for delivery of this material to the job site.
6.4 WATER AND ELECTRIC POWER
A. Unless otherwise indicated in the proposal schedules, Contractor will be responsible
for providing, paying all costs for, and maintaining at their own expense an adequate supply of
water and electric power of a quality suitable for construction and domestic purposes.
B. Contractor must indemnify, defend, and save City harmless against any and all
claims or suits for damages arising from its acquisition and use of electric power and water.
6.5 MATERIALS AND WORKMANSHIP; WARRANTY
A. All material furnished by the Contractor must be of the specified quality and equal
to approved samples, if samples have been submitted. All work must be performed and completed
in a thorough, workmanlike manner, notwithstanding any omission from the Plans and
Specifications. All work done and all materials furnished must comply with these Specifications to
the City’s satisfaction.
B. Materials furnished by Contractor and condemned by the Engineer as being unfit
for use must be immediately and permanently removed from the site of work. Unused materials,
except such as furnished by the City, will remain the property of Contractor.
C. Contractor warrants that all construction services shall be performed in accordance
with generally accepted professional standards of good and sound construction practices, all
Contract Documents requirements, and all laws, codes, standards, licenses, and permits. Contractor
warrants that all materials and equipment shall be new, of suitable grade of their respective kinds
for their intended uses, and free from defects. Contractor hereby grants to City for a period of one
(1) year following the date of completion its unconditional warranty of the quality and adequacy of
all of the Work including, without limitation, all labor, materials and equipment provided by
Contractor and its subcontractors of all tiers. If either prior to completion of the Work, or within
one (1) year after completion, any Work (completed or incomplete) is found to violate any of the
foregoing warranties (“Defective Work”), Contractor shall promptly, without cost to City and in
accordance with City’s written instructions, correct, remove and replace the Defective Work with
conforming Work, and correct, remove and replace any damage to other Work or other property
resulting therefrom. If Contractor fails to do so, Contractor shall pay all of the City’s resulting
claims, costs, losses and damages. Where Contractor fails to correct Defective Work, or defects are
discovered outside the correction period, City shall have all rights and remedies granted by law.
6.6 STORAGE OF MATERIALS
Materials must be so stored as to insure the preservation of their quality and fitness for the
work. When considered necessary by the Engineer, they must be placed on wooden platforms or
other hard, clean surfaces and not on the ground. They must be placed under cover when so directed.
Stored materials must be so located as to facilitate prompt inspection.
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6.7 SAMPLES AND SPECIMENS
Contractor must submit specimens or samples of materials to be used in the work as the
Engineer may require.
6.8 TRADE NAMES AND ALTERNATIVES
A. For convenience in designation on the Plans or in the Specifications, certain
equipment or articles or materials may be designated under the trade name of a manufacturer and
its catalogue information. The use of alternative equipment or an article or material which is of
equal quality and of the required characteristics for the purpose intended will be permitted, subject
to the approval of the City Engineer.
B. The burden of proof as to the comparative quality and suitability of alternative
equipment or articles or materials is on Contractor, and it must furnish, at its own expense, all
information necessary or related thereto as required by the City Engineer. The City Engineer will
be the sole judge as to the comparative quality and suitability of alternative equipment or articles or
materials, and his/her decision will be final.
C. Contractor’s price proposal is assumed to be on the basis of trade names specified
or designated in the Specifications. Savings resulting from use of a less expensive equal or alternate
must accrue to the City and must be subtracted from the unit price for this item.
6.9 REMOVAL OF EQUIPMENT OR MATERIALS
Contractor may not sell, assign, mortgage, hypothecate or remove equipment or materials
which have been installed or delivered and which may be necessary for the completion of the
Contract without the written consent of the City.
6.10 TESTING OF MATERIALS
Unless otherwise specified elsewhere in the Specifications or in the Special Provisions or
called for in the Plans, the City or its authorized representative shall perform all tests of materials
and work for determining compliance with specified requirements.
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SECTION 7
LEGAL RELATIONS AND RESPONSIBILITY
7.1 LAWS TO BE OBSERVED
Contractor must keep itself fully informed of all existing and future State and Federal laws
and County and municipal ordinances and regulations which in any manner affect those engaged or
employed in the work, or the materials used in the work, or which in any way affect the conduct of
the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or
authority over the same. Contractor must at all times observe and comply with all such existing and
future laws, ordinances, regulations, orders, and decrees of bodies or tribunals having any
jurisdiction or authority over the work; and must indemnify, defend, and hold the City and all its
officers, agents and servants harmless against any claim or liability arising from or based on the
violation of any such law, ordinance, regulation, order, or decree, whether by itself or its employees
or agents. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Specifications,
or Contract for the Work in relation to any such law, ordinance, regulation, order or decree,
Contractor must forthwith report the same to the City Engineer in writing.
7.2 PERMITS
A. City will obtain all necessary rights and approvals for the work to occupy properties
in streets, highways or railways. Contractor will obtain all permits and pay any fees connected
therewith having to do with its construction operations. Contractor will furnish City with a copy of
all permits and must fully comply with all conditions and provisions of same.
B. Bidders must contact railway companies affected by the work under the Project and
ascertain their requirements in respect to indemnification agreements, bonds and insurance. Upon
award of the Contract, Contractor must immediately again contact the railway company and, if
required, enter into an indemnification agreement, furnish bonds and insurance, and pay the fees
therefor.
C. All expenses incurred by the railway company as a result of Contractor’s operations
will be borne by the Contractor.
7.3 PATENT CLAIMS
The bidder must include in the price proposal for the work the patent fees or royalties or
charges upon any patented article or process which it may furnish or use in the prosecution of the
work, and the bidder to whom the Contract is awarded must indemnify, defend and save the City
harmless against any legal action that may be brought for infringement of patents upon any articles
or processes that may be used by Contractor in the prosecution of the work. Contractor must furnish
satisfactory evidence of release of all claims of this nature before the final payment is made upon
the Contract.
7.4 SANITARY PROVISIONS
Contractor must provide and maintain in a neat and sanitary condition such
accommodations for the use of its employees as may be necessary to comply with all applicable
laws, ordinances and regulations pertaining to the public health and sanitation of dwellings and
camps. Enclosed toilets must be provided for the use of the persons employed or engaged on any
work under these Specifications.
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7.5 RIGHT OF WAY AND RIGHT OF ACCESS
A. City will acquire all permanent rights of way or permanent easements required for
the constructed Project. Contractor is hereby authorized to use the site for the purposes described in
the Specifications.
B. Contractor is responsible for obtaining the right to enter, remove, alter, or make use
of any existing road, culvert, bridge, canal, pipeline, levee, fence or similar barrier, lines of
communications or improvement of any nature, or the trespassing on privately owned lands, and it
must indemnify, defend and save City harmless from any and all claims for such damages
occasioned by such entering, removing, altering, using or trespassing.
C. In case of interference to the work by delay of the City in furnishing permanent
rights of way or permanent easements, Contractor will be allowed an extension of time equivalent
to the time lost by unavoidable delay in the completion of the Contract because of the failure to
furnish the rights of way on time, but no damages will be allowed or paid for such delay.
D. Rights of way and/or easements and construction easements have been secured for
work sites, and for trails and roadways as considered necessary for ingress and egress to the work
site. Such rights and/or easements have been delineated on the Plans. The right to enter, remove,
alter, or otherwise make use of adjacent property, roads, utility lines, fences, vegetation and other
improvements as not included within the rights of way or easements will be at Contractor’s sole
expense and responsibility .
7.6 PUBLIC CONVENIENCE AND ACCESS
A. Contractor must conduct its operations so as to cause the minimum obstruction and
inconvenience to traffic and to places of business and residence adjacent to the work. No greater
quantity of work must be under construction at any one time than can be properly conducted with
due regard for the rights of the public. Where existing streets are not available as detours, all traffic
must be permitted to pass through the work with as little inconvenience and delay as possible, unless
otherwise provided or authorized. If only half the street is under improvement, the other half must
be conditioned and maintained as a detour.
B. The work must be conducted by tunneling, backfilling or bridging where necessary
to provide access to fire hydrants and water gates; driveways to service stations, markets or other
places of business requiring public vehicular access; and driveways to private residences, unless
Contractor makes other arrangements satisfactory to the City. Temporary approaches to intersecting
streets and alleys must be provided and maintained in good condition. Safe crossings for pedestrians
must be provided at intervals of not more than three hundred feet (300’).
7.7 STORAGE OF MATERIALS IN PUBLIC STREETS, ROADS OR HIGHWAYS
Construction materials must not be stored on the streets unless permitted by the City
Engineer.
7.8 PUBLIC SAFETY
Contractor is required by law to conform to the “Construction Safety Order,” “Trench
Construction Safety Orders,” “General Safety Orders,” and “Tunnel Safety Rules” of the
California Division of Occupational Safety and Health. Contractor must maintain copies of these
rules and orders at the site of its operations and shall be governed by the requirements thereof.
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The requirements concerning Ventilation, General Safety Precautions, Transportation, Roof
Inspection, Timbering, and all rules and regulations concerning the use of explosives are of
particular importance.
7.9 STREET CLOSURES, DETOURS, BARRICADES
A. In addition to the requirements of this paragraph and Section 4 of these
Specifications, Contractor must, unless otherwise permitted by the City Engineer, conform to the
requirements for street closures, detours and barricades as stipulated in the Special Provisions.
However, the City Engineer may permit deviations from the requirements stipulated therein when
such deviations are to the best interests of the City and are approved by the County, City or State
authorities concerned.
B. During the progress of the work, Contractor must make adequate provisions to
accommodate the normal traffic along streets and highways immediately adjacent to or crossing the
work so as to cause a minimum of inconvenience to the general public.
C. Contractor must give due notice to local police and fire departments prior to
beginning construction and must cooperate with said departments in complying with their
requirements pertaining to emergency vehicles and equipment.
D. Contractor must comply with County, City or State requirements and authorities
concerning closure of streets; the providing of barriers, guards, lights, temporary bridges, flagmen
and watchmen; and the posting of proper notices or signals to the public regarding detours and the
condition of the work under construction so as to effectively guard the public from danger as a result
of the work being done under the Contract. Contractor must fully comply with such requirements.
Contractor must also be held responsible for compliance with any additional requirements as may
arise during the progress of the work. All costs involved in respect to the above requirements will
be considered as included in the price proposals for the various items of work.
E. Contractor must furnish, install, and upon completion of the work, remove all signs
and warning devices required for directing and protecting the public during construction.
F. The signs and posting thereof must conform to the current requirements as specified
in the manuals covering signs published by the Division of Highways, Department of Public Works
of the State of California. Copies of these manuals are on file in the office of the Engineer.
G. Contractor must notify the appropriate authorities of any municipality or
unincorporated area twenty-four (24) hours in advance of the start of any construction work being
done in said municipality or area.
H. The provisions of Paragraph 7.18, “Emergencies and Responsibility for Damage,”
apply to the precautions and safeguards taken by Contractor in connection with the closure of
streets, barricades, detours, signs, etc., as required by the above authorities.
7.10 USE OF EXPLOSIVES
A. The use of explosives will not be permitted unless otherwise stated in the Special
Provisions. If permitted, the method employed and the quantity of explosives used must at all times
be subject to the approval of the Engineer. Explosives must be handled, used and stored in
accordance with the provisions and requirements of all applicable laws, ordinances and regulations
with respect thereto.
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B. The Engineer’s approval for the use of explosives does not relieve Contractor from
its responsibility to indemnify, defend and save City harmless from any legal actions or claims
brought against it because of or on account of the use of explosives.
7.11 PRESERVATION OF PROPERTY
A. Contractor is responsible for the protection, restoration, , or the replacement of any
improvements such as, but not limited to, lawns, trees, shrubs, hedges, fences, walls, sidewalks,
driveways, curbs, gutters and pavement existing on public or private property at the start of work
or placed there during the progress of work and not being specified or shown on the drawings to be
either temporarily or permanently removed. Contractor is responsible for removal of all USA
Markings created within the Project limits and in relation to the Project. Replacement or restoration
must meet the approval of the Engineer.
B. With respect to trees, Contractor must obtain permission from the Engineer and
from any jurisdictional agency concerned prior to the removal or trimming of any trees, except
where a tree is specifically indicated on the Plans or in the Specifications to be removed. Trees
which are so indicated need not be replaced except where otherwise stipulated in the Specifications.
C. All costs involved in the protection and restoration of existing improvements as
herein specified must be included in the prices proposal for the various items of work.
7.12 PRESERVATION OF MONUMENTS
Contractor must not disturb any monuments or stakes found on the lines of improvements
without permission from the Engineer, and must bear the expenses of resetting any monuments or
stakes which may have been disturbed with such permission. Contractor must reset all street signs
and traffic signs it disturbed during the progress of the Work.
7.13 SAFEGUARDING EXCAVATIONS AND STRUCTURES
A. In excavating for the Project, Contractor must be fully responsible for providing and
installing adequate sheeting and/or timbering and bracing as may be necessary as a precaution
against slides or cave-ins, and to protect all existing improvements of any kind, either on public or
private property, from damage. Contractor must make necessary repairs to or reconstruction of any
such damaged improvements at its own expense and as directed by the Engineer.
B. Contractor must remove all shattered rock or other loose material which may be
dangerous to workmen or to structures. Even if such removal enlarges the excavation beyond the
required limits, it does not relieve Contractor from the necessity of making such removal, and
Contractor will not be entitled to additional compensation under any Contract item on account of
such removal and enlargement.
C. Contractor is responsible for providing all materials required for sheeting, bracing
and shoring. Upon completion of the work, except for such as may be left in place, all remaining
materials will become Contractor’s property and responsibility.
7.14 EMERGENCIES AND RESPONSIBILITY FOR DAMAGE
A. Contractor, at all times throughout the performance of the Contract, must take all
precautions necessary to prevent any accident or other cause of damage to life or property in any
place affected by the operations, arising from the Work, or resulting from any unusual conditions
which may arise, including, but not limited to, erecting and maintaining suitable and sufficient
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barriers, signs, lights, or other necessary protection. This duty also extends to interruption or
contamination of public water supplies, irrigation, or other public services, or to any failures of
partly completed works.
B. If, in the opinion of the Engineer, the precautions taken by Contractor are not safe
or adequate at any time during the life of the Contract, he/she may order Contractor to take further
precautions, and if Contractor fails to remediate the situation adequately, the Engineer may order
the work done by the City and charge Contractor for the cost thereof, such cost to be deducted from
any moneys due or becoming due to Contractor. Failure of the Engineer to order such additional
precautions, however, does not relieve Contractor from its full responsibility for public safety.
C. Contractor must indemnify, defend and save City harmless from any legal actions
or claims of every kind and description brought against City for, or on account of, any injury or
damage to person or property received or sustained by any person or persons on account of work
done by Contractor, any duly authorized subcontractor, agent, employee or workman of Contractor
(“Indemnifying Parties”) pursuant to the Contract or any extension or addition thereof caused by
the negligence of the Indemnifying Parties, or by or in consequence of any negligence in guarding
the person or property, or any material used or to be used for the same, or by or on account of any
material, implement, appliance or machine used in the construction, or by or on account of any
accident or of any act or omission of the Indemnifying Parties.
D. City may withhold and retain a sufficient amount of the money due Contractor under
the Contract as City determines is necessary until all legal actions or claims for such damages have
been resolved and evidence to that effect has been furnished to the City. The funds retained under
this Section is in addition to any funds retained as provided for in Paragraph 9.5.
E. All of the above provisions also apply to suits for loss of business and/or obstruction
or inconvenience to business of private property owners.
7.15 DISPOSAL OF MATERIAL OUTSIDE OF CITY’S RIGHT OF WAY
A. Unless otherwise specified in the Special Provisions, Contractor must make its own
arrangements for disposing of materials outside of City’s right of way at Contractor’s own expense
and Contractor must pay all costs associated therewith.
B. When any material, including excess or unsuitable excavated earth or other
materials are to be disposed of outside of City’s right of way, Contractor must first obtain written
permit from the owner on whose property the disposal is to be made, and it must file said permit or
a certified copy thereof, together with a written release from the property owner, absolving City
from any and all responsibility in connection with disposal of material on said property.
C. Unless otherwise provided in the Special Provisions, full compensation for all costs
for disposing of materials, as specified above, must be included in the prices paid for the various
Contract items of work, and no additional allowance will be made therefor.
7.16 CONTRACTOR’S RESPONSIBILITY FOR WORK
A. The submission of a proposal hereunder shall be considered evidence that the bidder
has carefully examined the site of the work with regard to the climatic and physical conditions
which will affect construction operations.
B. Throughout the term of the Contract, Contractor assumes all risks and expense of
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interference and delay in its operations, and the protection from or the repair of damage to
improvements being built by it under the Contract as may be caused by floods, storms, industrial
waste, irrigation, underground water, or other sources. Contractor also assumes full responsibility
and expense of protecting or removing and returning to the site of work all equipment or materials
under its care that are or may be endangered by weather elements.
C. Furthermore, Contractor must indemnify, defend and save City harmless against all
claims or suits for damage arising from Contractor’s operations in dewatering the Work and efforts
to control or divert water.
D. All works installed by the Contractor in connection with dewatering, control, and
diversion of water, but not specified to become a permanent part of the Project, must be removed
and the site restored, insofar as practical, to original condition at the Contractor's own expense.
7.17 CITY ENGINEER CANNOT WAIVE OBLIGATIONS
It is expressly agreed that neither the City Engineer nor any of his/her agents have the power
or authority to waive any of the obligations of these Specifications for Contractor’s furnishing of
good and suitable material and for performing the work as herein described. Failure or omission on
the part of the City Engineer, or any of his/her assistants or agents, to condemn defective or inferior
work or materials does not imply acceptance of the work nor release of Contractor from obligations
to immediately tear out, remove and properly replace the same without compensation, at its own
cost and expense at any time, upon the discovery of said defective work or material, prior to the
final acceptance of the entire Work; neither will such failure or omission, nor any acceptance by the
City or by the City Engineer or any other officer or employee of the City, be construed as barring
the City at any subsequent time from recovery of damages from Contractor and its sureties of such
a sum of money as may be needed to remove and to build anew all portions of the work in which
fraud was practiced, or improper work or material hidden.
7.18 RIGHTS IN LAND IMPROVEMENTS
Nothing in these Specifications may be construed as allowing Contractor to make any
arrangements with any person to permit occupancy or use of any land, structure or building within
the limits of the Contract for any purpose whatsoever, either with or without compensation, in
conflict with any agreement between the City and any owner, former owner, or tenant of such land,
structure or building.
7.19 PERSONAL LIABILITY
Neither the City, the City Engineer, nor any of their elected officials, officers, employees,
or agents may be held personally responsible for any liability arising under the Contract. Contractor
must maintain in full force and effect, during the entire life of the Contract, public liability, property
damage and personal injury insurance in amounts not less than specified in the Special Provisions.
Contractor must maintain on file with the City during the entire life of the Contract a memorandum
of coverage or other evidence of such insurance, issued by the underwriter. Said insurance may not
be cancelled or declined renewal unless notice is mailed to the City at least forty-five (45) days prior
to the effective date of renewal or at least sixty days (60) days prior to the effective date of
cancellation. In addition, if a public agency is named as an additional insured by way of
endorsement or certificate of insurance, notice shall be given to said public agency. Contractor must
pay all premiums whether said premiums cover Extra Work or work under regular Contract items.
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7.20 REPAIR OF EQUIPMENT
The work of installing, assembling, repairing, reconditioning, or other work of any nature
on machinery, equipment, or tools used for the Work will be considered a part of the work to be
performed under the Contract, and any laborers, workmen, or mechanics working on such
machinery, equipment or tools, unless employed by bonafide commercial repair shops, garages,
blacksmith shops, or machine shops, which have been established and operating on a commercial
basis for a period of at least two (2) months prior to the award of the Contract, will be subject to all
of the requirements relating to labor set forth in the Contract and in these Special Provisions.
7.21 CONTRACTOR’S LEGAL ADDRESS
The address given in the proposal will be considered Contractor’s legal address, which may
be changed at any time by notice in writing to the City at its office. The delivery to such address, or
the depositing in the United States mails in a sealed envelope, postpaid, registered and properly
directed to the Contractor’s legal address, of any communications will be legal and sufficient service
of the same upon Contractor.
7.22 COOPERATION AND COLLATERAL WORKS
A. Where two or more contractors are employed in related or adjacent work, each must
conduct its operations in such manner as not to cause any unnecessary delay or hindrance to the
other. Each contractor must be responsible to the other for all damage to work, to person or property,
and for loss caused by failure to finish the work within the specified time for completion.
B. Contractor must also coordinate its work and cooperate with contractors or
workmen employed by other agencies on or adjacent to the site of the work.
7.23 UTILITIES
A. “Utilities” for the purpose of these specifications must be considered as including,
but not limited to, pipelines, conduits, transmission lines, and appurtenances of “Public Utilities”
(as defined in the California Public Utilities Code) and those of private industry, businesses, or
individuals solely for their own use or for the use of their tenants, and storm drains, sanitary sewers,
street lighting, and traffic signal systems.
B. All utility service interrupted or severed by Contractor’s operations shall be
immediately reinstated at the earliest opportunity whether by temporary or permanent connections,
and permanent reconstruction must be made as soon as construction operations permit.
C. City has, by a search of known records, endeavored to locate and indicate on the
drawings, all utilities that exist within the limits of the work. However, the accuracy or completeness
of the utilities indicated on the drawings is not guaranteed. Service connections to adjacent property
may or may not be shown on the drawings. It is Contractor’s responsibility to determine the exact
location of all utilities and their service connections. Contractor must make its own investigation as
to the location and type of existing utilities, their appurtenances, and service connections which may
be affected by the Work and must notify the City as to any utility located by it which has been
incorrectly shown or omitted from the drawings.
D. Work required in connection with utilities because of interference with Contract
work will be performed and paid for as specified in the following paragraphs, 7.23(D)(1) through
7.23(D)(8); however, when directed or approved by the City Engineer, changes in line or grade of
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structure being built may be made in order to avoid utilities. The cost of such changes will be paid
for as Extra Work.
(1) By Other Than Contractor
When it is stated in the Special Provisions or indicated on the drawings that
a utility is to be relocated, altered, or reconstructed by other than Contractor, City will conduct all
negotiations with the owners in respect to such work, and the work will be done at no cost to
Contractor.
(2) By Contractor Under a Specified Contract Item
When the bidding schedule contains a separate item covering the relocation,
alteration, or reconstruction of a utility by Contractor, the price proposal for said item must cover
all costs involved in such work. The utility owner’s drawings and Special Provisions will give the
construction details for the work, and unless the time at which the work must be done is specified
in the Special Provisions, Contractor must coordinate with the utility owner regarding when the
work is to be done.
(3) By Contractor But Not Under a Specified Contract Item
When work on a utility is specified or indicated on the Plans to be done by
Contractor, but is not included as a separate Contract item in the bidding schedule, City will make
all arrangements with the owner of the utility with respect to the construction details; however,
Contractor must coordinate with the utility owner as to when the work is to be done. Any costs for
such work must be included in the unit prices or included in the lump sum amounts proposed for
the various Contract items.
(4) By Contractor − Service Connections
The alteration, temporary relocation or reconstruction of service connections
to adjacent property is Contractor’s responsibility, and Contractor must notify occupants of the
affected properties before service is interrupted and make all arrangements with the utility owners
regarding the interruption and reconstruction of service connections. The costs for such work on
service connections must be included in the unit prices or in the lump sum amounts proposed for
the various Contract items, unless otherwise specified in the Special Provisions. Reconstruction of
sanitary sewer house connections must be accomplished in the manner shown on the Plans.
(5) By Contractor for His Own Convenience
The temporary relocation or alteration of any utility desired by Contractor
solely for its own convenience in the performance of the Contract work to a position or condition
other than that provided for in the Special Provisions or shown on the Plans is Contractor’s
responsibility, and Contractor must make all arrangements with the owners of the utility regarding
such work. Any cost of such work for Contractor’s own convenience must be included in the unit
prices or included in the lump sum amounts proposed for the various Contract items.
(6) By Contractor or by Others – Unknown Utilities Disclosed During the
Work
In the event that a utility is disclosed subsequent to the award of the Contract,
such utility not being indicated on the drawings, the alteration, relocation, or proper support and
protection must be done and paid for as follows:
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(a) When said utility is found to occupy space required to be occupied
by a part of the permanent works to be constructed under the Contract, or when said utility is more
or less parallel with the conduit and, in the case of pipe conduit, found to be within vertical planes
of each side of the pipe a distance away from the pipe equal to ten inches (10”) for pipe ninety-six
inches (96”) or less in diameter and equal to twelve inches (12”) for pipe greater than ninety-six
inches (96”) in diameter or to be within the specified excavation pay lines (when such are specified
or shown on the drawings), City will arrange for the relocation or alteration of said utility or require
Contractor to do the same as Extra Work. However, when said utility is found to cross the
excavation laterally, but not to intercept the permanent works to be constructed, then Contractor
will be required to maintain the utility in place at its own expense.
(b) When said utility is more or less parallel with and any portion of it
does not lie within the vertical planes specified hereinabove (for pipe conduit) or does not lie within
the excavation pay lines (when such are specified or shown on the drawings), Contractor must
advise the City thereof, and in cooperation with the City, provide and place the necessary support
for proper protection to insure continuous and safe operation of the utility structure. All costs for
such work must be borne by Contractor, unless it is ascertained by the City that the utility’s franchise
is such as to require the utility to bear such costs, in which case, it will be Contractor’s responsibility
to secure enforcement of said franchise if it so desires.
(7) Responsibility of Contractor
Contractor is responsible for all costs for the repair of any and all damage to
the Work or to any utility (whether previously known or disclosed during the work), as may be
caused by Contractor’s operations. Contractor must maintain in place all utilities not shown on the
drawings to be relocated or altered by others. Contractor must maintain in their relocated positions
utilities which are relocated by others to avoid interference with structures and which cross the
Project work. At the completion of the Work, Contractor must leave all utilities and appurtenances
in a condition satisfactory to the owners and the City.
(8) Delays Caused by Failure to Relocate Utilities
(a) Where parties other than Contractor are responsible for the
relocation of utilities in accordance with these Plans and Specifications, and a delay in the
Contractor’s work is caused by the failure on the part of said parties to remove or relocate such
utilities in time to prevent such delay, Contractor will not be entitled, as a result of such delay, or to
damages or additional payments over and above the Contract price. In the event of such delays,
Contractor will be entitled to an extension of time. The City will determine the length of such
extension with consideration as to the effect of the delay on the Project as a whole.
(b) To minimize delays caused by the failure of other parties to relocate
utilities which interfere with construction work, Contractor, upon request to the City, may be
permitted to temporarily omit that portion of work affected by the utility. Contractor must construct
the portion thus omitted immediately following the relocation of the utility involved. Should the
omitted portion of the work consist of concrete pipe, Contractor may complete said portion by
constructing a field joint.
(c) Unless otherwise specified, where sewers, drainage water, gas or
any other conduits and related structures and appurtenances which have been abandoned or which
are to be abandoned as a result of the construction of this Project are found to interfere with
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construction, the interfering portions will be removed and the remaining exposed portions sealed
with either a wall of concrete not less than six inches (6”) thick. All salvable castings or steel parts
which interfere with construction must be removed, and Contractor must contact the owners and, if
required, must deliver such materials f.o.b. to the owner’s trucks at the site of the work; otherwise,
such material will become Contractor’s property to be disposed of away from the site of work.
(d) The cost of all such work must be included in the prices proposed
for the various items of work, unless it is ascertained that the franchise of the former owner is such
as to require it to bear such costs, in which event, it will be Contractor’s responsibility to secure
enforcement of said franchise if it so desires.
7.24 IN-USE OFF ROAD DIESEL-FUELED FLEETS REGULATION
Attention is directed to provisions of the California Code of Regulations Sections 2449, 2449.1, and
2449.2, Title 13, relating to In-Use Off-Road Diesel-Fueled Fleets (Regulation), issued by the
California Air Resources Board (CARB). Contractor warrants that it shall be knowledgeable of and
comply with the Regulation, including without limitation the matters contained in this Section, at
all times prior to and during its work on the Project. The Regulation shall control in the event of
any conflict between this Section and the Regulation.
A. Contracting Requirements.
(a) If the Project involves the use of vehicles subject to the Regulation,
Contractor must obtain copies of the valid Certificates of Reported Compliance, as described in
Regulation section 2449(n), for the fleet selected for the Contract and its listed subcontractors, if
applicable, prior to entering into a new or renewed contract with that fleet.
(b) Contractor shall not enter into a contract with a fleet for which it does not
have a valid Certificate of Reported Compliance for the fleet and Contractor’s listed Subcontractors,
if applicable, prior to entering into a new or renewed contract with that fleet.
(c) The Certificates of Reported Compliance received by the Contractor for the
Project must be retained for three years after the Project’s completion. Upon request by CARB,
these records must be provided to CARB within five business days of the request.
(d) If the Project is considered to be an emergency operation, as defined in
Regulation section 2449(c)(18), it is exempt from the requirements in Regulation section
2449(i)(1)-(3). Nevertheless, Contractor must still retain records verifying vehicles subject to the
Regulation that are operating on the emergency operations project are actually being operated on
the project for emergency operations only. These records must include a description of the
emergency, the address or a description of the specific location of the emergency, the dates on which
the emergency operations were performed, and an attestation by the fleet that the vehicles are
operated on the project for emergency operations only.
B. Other Contractor Requirements.
(a) Between March 1 and June 1 of each year, Contractor must collect new valid
Certificates of Reported Compliance for the current compliance year, as defined in Regulation
section 2449(n), from all fleets that have an ongoing contract with the Contractor as of March 1 of
that year. Contractor must not write contracts to evade this requirement.
(b) Contractor shall only allow fleets with valid Certificates of Reported
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Compliance on Contractor’s job sites.
(c) If Contractor discovers that any fleet intending to operate vehicles subject to
the Regulation for Contractor does not have a valid Certificate of Reported Compliance, as defined
in Regulation section 2449(n), or if Contractor observes any noncompliant vehicles subject to the
Regulation on Contractor’s job site, then Contractor must report the required information to CARB
when as provided and within the time period contained in in the Regulation
(d) Upon request by CARB, Contractor must immediately disclose to CARB
the name and contact information of each responsible party for all vehicles subject to the Regulation
operating at the job site or for Contractor.
(e) If applicable, Contractor shall prominently display signage for any project
where vehicles subject to the Regulation as provided and within the time period contained in in the
Regulation.
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SECTION 8
PROSECUTIONS AND PROGRESS
8.1 SUBCONTRACTS
Contractor may sublet the Contract work only in accordance with the provisions of these
Specifications and with the consent of City. Contractor will be responsible as the prime contractor
to ensure that its subcontractors and material suppliers conform to all the provisions of these
Specifications. If Contractor, after complying with these conditions, must sublet any portion of the
proposed work to a subcontractor, Contractor will remain directly responsible to City for all work
being performed by it or by any subcontractor under it, and all obligations imposed upon Contractor
in the original Contract will be equally binding upon any subcontractor. City will deal directly with
and make all payment to Contractor and will have no obligation at any time to pay a subcontractor
for any work done. Contractor understands and acknowledges that the Subletting and
Subcontracting Fair Practices Act (as set forth in the California Public Contracts Code) applies to
this Contract, and Contractor agrees to comply with the terms of that Act.
8.2 ASSIGNMENT
Contractor may not assign the Contract or sublet it as a whole without the written consent
of City. Contractor may not assign or permit the assignment of or any lien on any money due or to
become due to it hereunder without the written consent of the City.
8.3 PROGRESS OF THE WORK
A. Time is of the essence in this Contract. Unless otherwise provided in the Special
Provisions, Contractor must begin work not later than fifteen (15) calendar days after the date of the
Notice to Proceed, and Contractor shall prosecute the work with due diligence so as to complete the
work within the time specified in the Special Provisions or within such extension of time as may be
granted.
B. Should Contractor begin work in advance of receiving notice that the Contract has
been approved as above provided, any work performed in advance of said date of approval will be
considered as having been done by Contractor at its own risk and as a volunteer, unless the Contract
is so approved.
8.4 CHARACTER OF WORKERS
A. Contractor will only employ skilled foremen and workers on work requiring special
qualifications. When required by the Engineer, Contractor shall discharge from the Work any
employee − whether employed by Contractor or any subcontractor − who is incompetent,
disorderly, abusive, dangerous, insubordinate, or who in any way attempts to interfere with City
employees in the inspection and supervision of the work and shall not employ them again without
the consent of the City Engineer.
B. Any representative of Contractor who is proven to have deliberately given false
information about the performance of any part of the work shall be discharged if so ordered by the
City Engineer.
8.5 TEMPORARY SUSPENSION OF WORK
The City Engineer may order Contractor to suspend work when, in his/her opinion, the
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conditions are such as to prevent the work being properly carried out. Such conditions may include
war, government regulations, labor disputes, strikes, fire, floods, adverse weather or elements,
inability to obtain material, labor or equipment, required Extra Work, or other specific conditions
or events as may be further described in the Specifications. When delay is caused by such an order,
an extension of time may be granted when the conditions, in the opinion of the City Engineer, could
not have reasonably been foreseen. Under no circumstances will Contractor be excused from
performance or entitled to any extra compensation or reimbursement because of any such
suspension.
8.6 TIME OF ESSENCE, LIQUIDATED DAMAGES, EXTENSION OF TIME BY
CITY
A. Time is of the essence, and the parties acknowledge and agree that, (1) if all the
Work called for under the Contract in all parts and requirements is not finished or completed by the
date set forth in the Special Provisions, (2) circumstances and conditions as reflected by records of
the City are such that material damage will be sustained by the City, and (3) it is and will be
impracticable and extremely difficult to ascertain and determine the actual damage which City will
sustain by reason of such delay, Contractor will pay to City the sum stated in the Special Provisions
per day for each and every calendar days’ delay in finishing the work beyond the date prescribed;
and Contractor agrees to pay said liquidated damages as herein provided. In case the same are not
paid, Contractor agrees that the City may deduct the amount thereof from any monies due or that
may become due to Contractor under the Contract.
B. It is further agreed that, in case the work called for under the Contract is not finished
and completed in all parts and requirements by the date specified, City shall have the right to extend
the time of completion or not, as may be deemed to best serve the interest of the City. If City decides
to extend said time, City has the right to charge Contractor, its heirs, assigns or sureties and to deduct
from the final payment for the work all or any part, as may be deemed proper, the actual cost of
engineering, inspection, superintendence, and other overhead expenses directly chargeable to
Contractor and which accrue during the period of such extension, except that the cost of final
surveys and preparation of a final estimate will not be included in such charges.
C. The time of completion will be extended, and Contractor will not be assessed with
liquidated damages during any delay beyond the day named for completion of the work caused by
Acts of God or acts of a public enemy, fires, floods, epidemics, quarantine restrictions, strikes, and
freight embargoes or delay of subcontractors due to such causes, provided Contractor must notify
the Engineer in writing of any cause or causes of such delay within ten (10) days from the beginning
of any such delay and must include in each monthly pay request the number of days of such delay
that occurred in said pay period. Subject to entry of a judgment of a court of competent jurisdiction
contrary to the decision of the Engineer’s determination of the facts and cause of such delay, the
Engineer’s determination of what constitutes a reasonable extension of time for completion will be
final and conclusive. Failure to give notice of cause for such a time delay and failure of inclusion
of the Contractor’s request for an extension in the monthly pay request will be deemed a waiver of
any right to an extension of time for such cause, subject only to impossibility of compromise
therewith by Contractor.
D. Under no circumstances will Contractor be excused from performance or entitled to
any extra compensation or reimbursement because of any delay occasioned by, or in any way arising
out of, any Acts of God or acts of a public enemy, fires, floods, epidemics, quarantine restrictions,
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strikes, and freight embargoes or delay of subcontractors due to such causes.
8.7 DEFAULT BY CONTRACTOR
A. If Contractor fails to begin delivery of material and equipment, to commence the
Work within the time specified, to maintain the rate of delivery of material, to execute the Work
in the manner and at such locations as specified, or to maintain the work schedule that will ensure
the City’s interest, or, if Contractor fails to carry out the intent of the Contract, City may serve
written notice upon Contractor and the surety on its Performance Bond demanding satisfactory
compliance with the Contract.
B. The Contract may be canceled by the City without liability for damage, when in
City’s opinion Contractor is not complying in good faith, has become insolvent, or has assigned
or subcontracted any part of the work without the City’s consent. In the event of such
cancellation, Contractor will be paid the actual amount due based on Contract unit prices or the
lump sums proposal and the quantity of the work completed at the time of cancellation, less
damages caused to City by Contractor’s acts. Contractor, in having tendered a Proposal, will be
deemed to have waived any and all claims for damages because of cancellation of the Contract
for any such reason. If City declares the Contract canceled for any of the above reasons, City
will serve written notice to that effect upon the surety. The surety must, within five (5) days,
assume control and perform the work as successor to the Contractor.
C. If the surety assumes any part of the Work, it must take Contractor’s place in all
respects for that part, and City will pay the surety for all work performed by it in accordance
with the Contract. If the surety assumes the entire Contract, all money due to Contractor at the
time of its default will be paid to the surety as the work progresses, subject to the terms of the
Contract.
D. If the surety does not assume control and perform the work within five (5) days
after receiving notice of cancellation, or fails to continue to comply, City may exclude the surety
from the premises. City may then take possession of all material and equipment and complete
the work by using City forces, by letting the unfinished work to another contractor, or by a
combination of such methods. In that event, the cost of completing the Work will be charged
against the Contractor and its surety and may be deducted from any money due or becoming due
from the City. If the sums due under the Contract are insufficient for completion, the Contractor
or surety must pay to City all costs in excess of the sums due within five (5) days after the Notice
of Completion resolution.
E. The remedies available to City under this subsection are cumulative and in
addition to all other rights and remedies available to City under the law.
8.8 WORK AT NIGHT – Not Applicable
8.9 MAXIMUM LENGTH OF OPEN TRENCH
A. Except by special permission of the Engineer, the maximum length of any open
trench where prefabricated pipe is used must not be greater than five hundred feet (500’), or the
distance necessary to accommodate the amount of pipe installed in a single day, whichever is
greater. The distance is measured as the collective length, including excavation, construction, pipe
laying, backfilling, and compaction at any one location.
B. Except by special permission of the Engineer, the maximum length of open trench
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in any one location where concrete structures are poured in place will be that which is necessary to
permit the uninterrupted progress of construction of the concrete structure, with construction
pursued as follows: excavation, setting of reinforcing steel, pouring of floor slab, walls, and cover
slab or arch are to follow each other without any one of these operations preceding the next nearest
operation by more than two hundred feet (200’).
C. Except by special permission of the Engineer, the maximum length of open trench
in any one location where prefabricated concrete box conduit is used will be that which is necessary
to permit the uninterrupted progress of construction of the concrete structure with construction
pursued as follows: excavation, setting of reinforcing steel, pouring of floor slab, erection of side
walls, erection of cover slab, and pouring of filler spaces are to follow each other without any one
of these operations preceding the next nearest operation by more than two hundred feet (200’).
8.10 LIMITED ACCEPTANCE OF WORK
At any time during the progress of the Work, City may, upon written notice to
Contractor, take over and utilize the whole or any part of the work, or appurtenance thereto,
which has been completed, giving, if desired, permits to utilize the same. Such use by City will
constitute a limited acceptance of that part of the work so taken over and utilized which will
relieve Contractor and its sureties from responsibility for any damage to, or defect in, that part
of the work not inherent in its construction which may be caused by the use of such part by
City or by property owners under its permits.
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SECTION 9
MEASUREMENT AND PAYMENT
9.1 MEASUREMENT FOR PAYMENT
A. Measurement and calculations of quantities for payment will be as hereinafter
specified for the particular material to be furnished or class of work to be performed, unless
otherwise specified in the Special Provisions.
B. Unit prices or lump sum amounts proposals shall include full compensation for
furnishing all labor, materials, tools, and equipment and doing all work shown on the Plans or
stipulated in the Specifications for that particular item of work, unless otherwise specified in the
Special Provisions.
C. When payment is specified to be made on the basis of weight, the weighing shall be
done on certified platform scales, and Contractor must furnish the Engineer with the duplicate
Certified Weighmaster’s Certificate(s) showing the actual net weights. When weighing is done on
certified scales at a mixing plant, duplicate weight delivery tickets will be accepted. One ticket must
be furnished to the inspector at the plant and one ticket to the Engineer at the site of work. City will
accept the certificates as evidence of the weight delivered.
9.2 SCOPE OF PAYMENT
Contractor hereby accepts the compensation as herein provided, in full payment for
furnishing all materials, labor, tools, and equipment necessary to complete the Work and for
performing all Work contemplated by the Contract; also for loss or damage arising from the nature
of the Work, or from the action of the elements, except as provided above or from any unforeseen
difficulties that may be encountered during the prosecution of the work until acceptance of the
completed Work; also for all expenses incurred in consequence of the suspension or discontinuance
of the work as herein specified; and for completing the work according to the Plans and
Specifications. Neither the payment of any estimate nor of any retained percentage relieves
Contractor of any obligation to make good any defective work or material.
9.3 DEDUCTIONS FROM PAYMENTS
City may, at its option and at any time, retain out of any amounts due to Contractor sums
sufficient to cover any unpaid claims, provided that sworn statements of said claims must have been
filed with the City.
9.4 SCHEDULE OF VALUES
A. Prior to Contractor’s application for the first progress payment, Contractor must
submit a detailed breakdown of its bid by scheduled Work items and/or activities, including
coordination responsibilities and Project record document responsibilities. Where more than one
subcontractor comprises the work of a work item or activity, the Schedule of Values must show a
separate line item for each subcontract. Contractor must furnish such breakdown, of the total
Contract sum, by assigning dollar values (cost estimates) to each applicable progress schedule
network activity, which cumulative sum equals the total Contract sum. The format and detail of
the breakdown must be as directed by City to facilitate and clarify future progress payments to
Contractor for direct work under the Contract Documents. This breakdown will be referred to as
the “Schedule of Values.”
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B. Contractor’s overhead, profit, insurance, cost of bonds and/or other financing, as
well as “general conditions costs,” (e.g., site cleanup and maintenance, temporary roads and access,
off-site access roads, temporary power and lighting, security and the like), must be prorated
through all activities so that the sum of all the Schedule of Values line items equals Contractor’s
total Contract sum.
C. City will review the breakdown in conjunction with the progress schedule to ensure
that the dollar amounts of this Schedule of Values are, in fact, fair-market cost allocations for the
Work items listed. Upon City’s favorable review, City will accept this Schedule of Values for use.
City will be the sole judge of fair-market cost allocations.
D. City will reject any attempt to increase the cost of early activities (i.e., “front
loading”) which will result in a complete reallocation of monies until such front loading is
corrected. Repeated attempts at front loading may result in suspension or termination of the Work
or refusal to process progress payments, until such time as the Schedule of Values is acceptable to
City.
9.5 PAYMENTS AND MONTHLY ESTIMATES
A. The City Engineer will, after the award of Contract, establish a monthly payment
closure date. This date will serve to close each working month for which a monthly payment is
payable during the life of the Contract. Contractor will, within five (5) days after the established
monthly payment closure date each month in which work is being performed, make and deliver to
the City two signed copies of monthly Contract payment applications stating the amount or
percentage of work completed according to the Contract, as of the closure date established,
estimated on the basis of the unit or lump-sum Contract prices. No allowance will be made for
materials and equipment not incorporated into the work, unless approved by the City Engineer. City
will independently verify Contractor’s monthly payment application and create a monthly progress
payment request. City’s determinations of the amounts or percentages of work completed are final.
B. Except as otherwise provided in a labor compliance program applicable to the Work
or as otherwise required by City, concurrently with each application for payment, Contractor shall
submit to City Contractor’s and its subcontractors’ certified payroll records required to be
maintained pursuant to Labor Code Section 1776 for all labor performed during the pay periods
ending in the period covered by the application for payment
C. City will prepare a warrant in an amount sufficient with all previous payments to
make the aggregate ninety-five percent (95%) of the amount earned as certified, provided, however,
that City, at any time after fifty percent (50%) of the Work has been completed may make any of
the remaining partial payments in full, less authorized deductions, if it finds that satisfactory
progress is being made.
D. The partial payments made as the work progresses will be payments on account and
will in no way be considered as an acceptance of any part of the Work or materials, nor will they
govern the final estimate. Extra Work will be paid for as specified in Section 4.6. Payments for unit
price items will be made upon the basis of the unit prices proposal and the quantities of work done,
calculated as hereinafter specified, for each particular item of work. However, where several types
of work are included in a unit price item, City will make partial payment for the portions of such
work as are completed at the time of making the monthly estimates. City will pay all monies due to
Contractor under the Contract on demand, prepared and approved as required by law. It is further
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understood that any delay in the preparation, approval and payment of these demands will not
constitute a breach of Contract on the part of City.
E. Payments for lump sum items will be based upon the lump-sum proposal and City’s
estimate as to the percentage of completion.
9.6 PAYMENT FOR STORED MATERIALS OFF SITE
A. Contractor to submit a request in writing for such payment. Upon approval by the
City Engineer, the Contractor may invoice City for materials purchased in advance and not stored
at the Project Location, if any. Payment of such invoice(s) by City is contingent upon the following
conditions:
1. The invoice shall specifically identify the quantity, manufacturer and unique
description of each of the materials stored off-site (“Listed Items”);
2. Contractor shall certify that the Listed Items are in accordance with the
Contract;
3. Contractor shall provide proof that (a) title to the Listed Items has vested in
Contractor and (b) the Listed Items are insured while stored or in transit until delivered to
the Project Location;
4. Contractor shall include an anticipated schedule for delivery of the Listed
Items to the Project Location;
5. Listed Items must be clearly and visibly marked as belonging to Contractor
and/or City, as applicable and segregated from other materials; and
6. City shall be entitled to inspect the Listed Items at the off-site storage
facility.
B. City will pre-pay one hundred percent (100%) of Contractor’s Application for
Payment for the materials delivered, less (5%) Retention as indicated in Section 9 of these Standard
Specifications. Contractor shall protect stored materials from damage. Damaged materials, even
though paid for, will not be incorporated into the Work and will be replaced at Contractor’s expense.
9.7 PAYMENT FOR EXTRA WORK
A. Payment for Extra Work will be made as provided by Section 4.6. Where payment
is to be made on a force account basis, Contractor and the City’s representative will compare records
of Extra Work Contractor performed on a force account basis at the end of each day. City’s
representative will make copies of these records in duplicate and must be signed by both the
inspector and Contractor’s representative, one copy for Contractor and one copy for the City. Bills
for Extra Work must be signed by Contractor and submitted to the City.
B. Each month, Contractor will include in the monthly payment application an estimate
of the amount or cost of Extra Work performed as included in approved Contract change orders.
Contractor will submit, at the same time it returns the signed monthly payment application, a
complete itemized statement of claim for all costs of Extra Work performed. Failure to include such
a statement or claim for Extra Work for the pay period, or failure to deliver a complete statement
for Extra Work in excess of that estimated by the City Engineer, will constitute a waiver on the part
of Contractor to any claim for payment for Extra Work not therein included.
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C, Method of payment for Extra Work approved as specified in Section 4 under unit
price or lump sum amounts or at stipulated prices must be the same as that for Contract items as set
forth in this Section.
D. Payment for Extra Work by Contractor’s force account must be made in the following
manner: Upon verification by the Engineer of Contractor’s statement for force-account work, a
claim will be prepared upon the proper claims form for approval of the City Engineer and
presentation to the City Manager or Assistant City Manager, for his/her approval and direction.
9.8 FINAL PAYMENT
A. Upon Contractor’s completion and City’s acceptance of the Work, and at least
thirty-five (35) days after the date of recordation of the Notice of Completion, the City Engineer
will present Contractor’s claim for the balance of the total Contract price, less any sums which may
lawfully be retained under the Contract.
B. Unless qualified by Contractor under the procedure established in Section 9.5
hereof, the final progress payment request of the City Engineer shall be taken as conclusive
evidence of the amount of work done under the Contract. If Contractor qualified its acceptance of
the final progress payment and the parties fail to agree prior to the termination of the thirty-five-
(35-) day period after recordation of Notice of Completion, the final payment shall not be delayed
and shall be made in accordance with the City Engineer’s determination, subject to further claim
of Contractor and compliance by City with any applicable court order.
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SECTION 10
CLAIMS BY CONTRACTOR
10.1 OBLIGATION TO FILE CLAIMS FOR DISPUTED WORK
A. Should it appear to Contractor that (1) the Work to be performed or any of the
matters relative to the Contract Documents are not satisfactorily detailed or explained therein,
(2) should any questions arise as to the meaning or intent of the Contract Documents, or (3)
should any dispute arise regarding the true value of any work performed, work omitted, or Extra
Work that Contractor may be required to perform, time extensions, payments to Contractor
during performance of this Contract, performance of the Contract, and/or compliance with
Contract procedures, or (4) should Contractor otherwise seek extra time or compensation FOR
ANY REASON WHATSOEVER, then Contractor shall first follow all other procedures set forth
in the Contract Documents and Standard Specifications. If a dispute remains, then Contractor
shall give written notice to City that expressly invokes this Section 10. City shall decide the
issue in writing within fifteen (15) days; and City’s written decision shall be final and conclusive.
If Contractor disagrees with City’s decision, or if Contractor contends that City failed to provide
a decision timely, then Contractor’s SOLE AND EXCLUSIVE REMEDY is to promptly file a
written claim setting forth Contractor’s position as required herein (“Claim”).
B. Contractor shall present as its Claims all subcontractor, sub-subcontractor and
supplier claims of any type, and prove them under the terms of the Contract Documents. City
shall not be directly liable to any subcontractor, supplier, or any other person or organization, or
to any surety for or employee or agent of any of them, for damages or extra costs of any type
arising out of or resulting from the Project.
10.2 FORM AND CONTENTS OF CLAIM
A. Contractor’s written Claim shall be submitted via registered mail or certified mail
with return receipt requested, identify itself as a “Claim” under this Section 10, and include the
following: (i) a narrative of pertinent events; (ii) citation to contract provisions; (iii) theory of
entitlement; (iv) complete pricing of all cost impacts; (v) a time impact analysis of all time delays
that shows actual time impact on the critical path; (vi) reasonable documentation supporting
items (i) through (v); and (vii) a verification under penalty of perjury of the Claim’s accuracy.
The Claim shall be submitted to City within thirty (30) calendar days of receiving City’s written
decision, or the date Contractor contends such decision was due, shall be priced like a change
order, and must be updated monthly as to cost and entitlement if it is a continuing claim. Routine
contract materials, for example, correspondence, RFI, change order requests, or payment
requests shall not constitute a Claim. Contractor shall bear all costs incurred in the preparation
and submission of a Claim.
B. Upon receipt of a Claim, City shall conduct a reasonable review of the Claim.
Within forty-five (45) days, or such extended period as City and Contractor may agree, City shall
provide Contractor with a written statement identifying what portion of the Claim is disputed
and what portion is undisputed.
C. If City’s governing body must approve City’s response to the Claim and the
governing body has not met within the forty-five- (45-) day (or extended) period, then City shall
provide its written statement within three (3) days of the governing body’s meeting.
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D. City shall pay the undisputed portions of the Claim within sixty (60) days of the
issuance of a written statement identifying an undisputed portion.
E. Claims must be submitted on or before the day of final payment. Claims not
submitted before final payment are deemed waived.
F. Notwithstanding and pending the resolution of any Claim or dispute, Contractor
shall diligently prosecute the disputed work to final completion in accordance with City’s
determination.
10.3 INFORMAL CONFERENCE AFTER CLAIM SUBMISSION
A. If Contractor disputes City’s response to its Claim, including a failure to respond,
it may submit via registered mail or certified mail, return receipt requested, a written demand for
an informal conference to meet and confer for settlement of the issues in dispute. City shall
schedule such a meet-and-confer conference within thirty (30) days for settlement of the dispute.
B. Within ten (10) days of the meet-and-confer conference, City shall provide
Contractor with a written statement identifying the portion of the Claim that remains in dispute
and the portion that is undisputed.
C. City shall pay the undisputed portions of the Claim within sixty (60) days of the
issuance of a written statement identifying an undisputed portion.
10.4 MEDIATION
A. If the Contractor disputes City’s statement provided under Paragraph 10.3(B), it
shall lodge with the City Clerk a written objection to the City’s written statement within three
(3) days of the date on the City’s statement of dispute. The parties shall then mutually agree to a
mediator within ten (10) business days of the date of the City’s written statement. If the parties
cannot agree upon a mediator, each party shall select a mediator and those mediators shall select
a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each
party shall bear the fees and costs charged by its respective mediator in connection with the
selection of the neutral mediator.
B. Mediation shall be confidential and non-binding. Unless otherwise agreed, by
the parties or as provided in this Paragraph 10.4, the mediation shall be pursuant to the
construction mediation procedures of JAMS and held at the JAMS office closest to the Project
site.
C. The cost of mediation shall be equally shared by all parties to the mediation. The
parties shall, prior to the commencement of mediation upon notice of the other party, exchange
relevant, non-privileged Project documents in compliance with Code of Civil Procedure Sections
2031.010, et seq. The parties may agree mutually to engage in additional discovery prior to
mediation. Should the parties proceed with additional discovery, they shall, unless mutually
agreed otherwise, comply with Code of Civil Procedure Sections 2019.010, et. seq. The
mediator(s) will undertake to resolve any discovery disputes relating to the mediation.
D. For Claims under three hundred seventy-five thousand dollars ($375,000), unless
the parties agree otherwise in writing, mediation pursuant to this Paragraph 10.4 shall excuse the
mediation obligation under Public Contract Code Section 20104.4(a).
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E. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be
resolved as otherwise provided by the Contract and applicable law.
F. Following receipt of a Claim, the parties may mutually agree, in writing, to waive
the mediation requirements of this Paragraph 10.4 and proceed to the commencement of a civil
action.
G. All statutes of limitation shall be tolled from the date of the demand for mediation
until a date two (2) weeks following the mediation’s conclusion.
10.5 OTHER MATTERS
A. The provisions of this Section 10 constitute a non-judicial claim settlement
procedure that, pursuant to Government Code Section 930.2, shall constitute a condition
precedent to submission of a valid Government Code claim. Contractor shall bear all costs
incurred in the preparation, submission and administration of a claim. Any Government Code
claims presented must affirmatively indicate Contractor’s prior compliance with the claims
procedure herein and the previous dispositions under Paragraphs 10.3 and 10.4 above of the
claims asserted. No suit may be brought against City arising out of or in connection with the
Project unless and until Contractor presents to City a statutory Government Code claim, in
accordance with Government Code Sections 910, et seq. Pursuant to Government Code Section
930.2, the one- (1-) year period in Government Code Section 911.2 shall be reduced to one
hundred and fifty (150) days from either accrual of the cause of action, substantial completion,
or termination of the contract, whichever occurs first; in all other respects, the Government Code
shall apply unchanged.
B. Failure to submit and administer claims as required in this Section 10 shall waive
Contractor’s right to claim on any specific issues not included in a timely submitted claim.
Claim(s) or issue(s) not raised in a timely protest and timely claim submitted under this
Section 10 may not be asserted in any subsequent litigation, Government Code claim, or legal
action.
C Contractor shall submit subcontractor claims in the same manner as other Claims.
In the event a subcontractor (on behalf of the subcontractor or a lower-tier subcontractor)
requests in writing that Contractor present a Claim to the City and furnishes reasonable
documentation supporting the Claim, Contractor shall, within forty-five (45) days of receipt of
the written request, notify the subcontractor in writing as to whether the Contractor presented
the claim to City and, if the Contractor did not present the Claim, provide the subcontractor with
a statement of the reasons for not doing so.
D. All waivers or modifications of this Section 10 may only be made in a writing
signed by City and Contractor and approved as to form by legal counsel for both; oral or implied
modifications shall be ineffective.
E. Any failure by City to respond within any time frame contained in Paragraphs
10.2 through 10.5 of this Section shall result in the Claim being deemed rejected in its entirety.
No failure to meet a time requirement shall constitute an adverse finding with regards to the
merits of the Claim or the responsibility or qualifications of the Contractor.
2025 Pavement Preventative Maintenance Project Part 3: Standard Specifications
Rohnert Park City Proj. No. 2025-08 Page 3-43
OAK #4883-4068-7264 v1 (Rev. 1-24)
4883-4068-7264 v2
10.6 COMPLIANCE WITH STATUTORY PROCEDURES
The foregoing provisions of Paragraphs 10.2 through 10.5 are intended to comply with
Public Contract Code Section 9204 and, to the extent applicable, Public Contract Code Section
20104, et seq. In the event of any conflict between these provisions and the Public Contract
Code, the applicable Public Contract Code provision will apply.
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
PART 4 – TECHNICAL SPECIFICATIONS
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08
TOC - i
TABLE OF CONTENTS
TECHNICAL SPECIFICATIONS
SECTION
DIVISION 01 – GENERAL REQUIREMENTS
01110 SUMMARY OF WORK
01270 MEASUREMENT AND PAYMENT
01300 SPECIAL PROJECT CONSTRAINTS
01310 COORDINATION
01330 CONTRACTOR SUBMITTALS
01356 STORM WATER POLLUTION PREVENTION
01450 QUALITY CONTROL
01505 MOBILIZATION/DEMOBILIZATION
01510 TEMPORARY UTILITIES AND FACILITIES
01555 TEMPORARY TRAFFIC CONTROL SYSTEMS
01560 PROTECTION OF EXISTING FACILITIES
01600 PRODUCT REQUIREMENTS
01770 PROJECT CLOSEOUT
DIVISION 02 – SITEWORK
02001 SITE CONDITIONS
02003 EXISTING UTILITIES AND UNDERGROUND STRUCTURES
02110 SITE PREPARATION
02120 CONTAMINATED MATERIALS HANDLING AND DISPOSAL
02220 DEMOLITION, SALVAGE AND ABANDONMENT
02221 EXISTING HIGHWAY FACILITIES
02316 EARTHWORK
02700 PAVING SYSTEMS
02750 SEALS
02760 TRAFFIC STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS AND SIGNAGE
02770 CRACK SEALING
02800 IRRIGATION
02902 AGGREGATE BASE
DIVISION 03 – CONCRETE
03300 CAST-IN-PLACE CONCRETE
DIVISION 04 – 16
(NOT USED)
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SUMMARY OF WORK
SECTION 01110 - 1
SECTION 01110
SUMMARY OF WORK
PART 1 - GENERAL
1.01 SUMMARY
A. The Contract Documents describe the Work to be performed under this Contract which
includes, but is not limited to, providing all plant, tools, equipment, materials, supplies, and
manufactured articles for the Project. It shall also include the providing of all transportation
and services, including fuel, power, water, and essential communications and site
investigations, necessary and for the performance of all labor, work, or other operations
required for the performance of the Contract in accordance with the Contract Documents.
B. The Contractor shall sufficiently obligate himself/herself and take the necessary
precautions so as to perform and complete the work in accordance with the requirements
of the contract documents and specifications and/or as shown on the plans and within the
time limit specified herein.
C. Related Sections
1. Section 01270 – Measurement and Payment
2. Section 01300 – Special Project Constraints
3. Section 01330 – Contractor Submittals
4. Section 01510 – Temporary Utilities and Facilities
5. Section 01555 – Temporary Traffic Control Systems
1.02 WORK COVERED BY CONTRACT DOCUMENTS
A. The work is described generally as the following work items:
1. Pavement grinding and overlay on various streets .
2. Crack sealing, slurry seal and chip seal on various streets.
3. Striping, marking and raised bicycle curbs on various streets.
4. Curb ramp replacement and concrete flatwork at various intersections.
B. All risk of loss, damage or diminution to the Work shall rest with Contractor until final
acceptance of the Work by the City.
1.03 JOB CONDITIONS
A. No subsurface exploration or pavement borings were completed for this project. All work is
being completed in previously built out locations. The Contractor shall be responsible for
determining methods for safe project construction for all project elements.
1.04 BEGINNING AND COMPLETION OF THE WORK
A. In accordance with the provisions of the Contract Documents, the Contractor shall begin
the Work on the date specified in the written Notice to Proceed from the City, and shall
complete all of the Work included in the Contract within the time specified in said Notice.
Time stated for completion shall include final cleanup of the premises.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SUMMARY OF WORK
SECTION 01110 - 2
1.05 CONTRACT METHOD
A. The Work of this Contract is a combination unit price and lump sum contract. The basis for
measurement and payment shall be as indicated in Part 3 – Standard Specifications and
Division 1 of these Specifications.
B. The Contractor shall include the requirements of the General Provisions, Special
Provisions, and Engineer’s Supplementary Conditions, as a part of all of its subcontract
agreements.
1.06 ORDER OF THE WORK
A. Contractor’s order and time to complete shall conform to the requirements of the approved
Contractor's schedule as submitted under the provisions for "Contractor's Schedules" in
Section 01330, “Contractor Submittals.”
B. Order of work shall include, but not be limited to, consideration of constraints as described
in Section 01300 Special Project Constraints.
1.07 WORK BY OTHERS
A. There are no known projects adjacent to the project.
B. Interference With Work on Utilities: The Contractor shall cooperate fully with all utility forces
of the City or forces of other public or private agencies engaged in the relocation, altering,
installation or otherwise rearranging of any facilities which interfere with the progress of the
Work, and shall schedule the Work so as to minimize interference with said relocation,
altering, or other rearranging of facilities.
C. Contractor shall cooperate fully with all other City contractors or forces of other public or
private entities engaged in the installation, relocation, altering, or otherwise rearranging of
any facilities which interfere with the progress of the Work, and shall schedule the Work so
as to minimize interference with said installation, relocation, altering, or other rearranging of
facilities.
1.08 WORK SEQUENCE/NOTIFICATIONS
A. Access for businesses and residents must be maintained unless work is being performed
across their only access. Adequate advance notice must be given and scheduled closures
or activities that impact access shall be adhered to.
B. Contractor shall submit a traffic control plan for review and approval per the Contract
Documents.
1.09 CONTRACTOR USE OF PROJECT SITE
A. The Contractor's use of the project site shall be limited to its construction operations,
including on-site storage of materials, on-site fabrication facilities, and field offices (if
required).
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SUMMARY OF WORK
SECTION 01110 - 3
B. The Contractor shall remove all equipment and materials from the City of Rohnert Park
right-of-way outside of normal work hours, unless specifically approved by the City. Actively
used dewatering equipment, and trench plating will be excluded.
1.10 CITY USE OF THE PROJECT SITE
A. The City and the Engineer and their authorized representatives shall be allowed access to
the project site at all times during the period of construction.
B. Any parcels adjacent to the project site (shall be provided access/egress by the Contractor,
even during temporary road closures.
1.11 PARTIAL UTILIZATION OF THE WORK BY CITY
A. The City may allow partial utilization of the Work upon completion of the various stages.
Utilization of the work does not indicate acceptance of any portion of the work.
1.12 PROJECT MEETINGS
A. Preconstruction Meeting: Prior to the commencement of Work at the site, a Preconstruction
meeting will be held at a mutually agreed time and place which shall be attended by the
Contractor, its Superintendent, and its subcontractors as appropriate. Other attendees will
be:
1. Engineer and the Construction Inspector.
2. Representatives of City.
3. Representatives of Permitees as appropriate.
4. Others as requested by Contractor, or Engineer.
B. Unless previously submitted to the Engineer, the Contractor shall bring to the meeting two
copies of each of the following:
1. Draft Construction Schedule.
2. Procurement schedule of major equipment and materials and items requiring long
lead time.
3. Preliminary Schedule of Shop Drawings, Samples, and Product Data Submittals.
4. Schedule of Values (unit price and lump sum price breakdown) for progress
payment purposes.
5. Substitution Requests per Section 01330.
6. Letter of Responsibility designating emergency contacts for the Contractor after
business hours (3 copies).
C. At the Preconstruction meeting the City will provide the Contractor with one set of the
Contract Documents. Additional sets will be available for cost.
D. The purpose of the meeting is to designate responsible personnel and establish a working
relationship. Matters requiring coordination will be discussed and procedures for handling
such matters established. The agenda may include the following:
1. Contractor's tentative schedules.
2. Update on public outreach.
3. Transmittal, review, and distribution of Contractor's submittals.
4. Processing applications for payment.
5. Maintaining of record documents.
6. Critical work sequencing.
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Rohnert Park City Proj. No 2024-08 SUMMARY OF WORK
SECTION 01110 - 4
7. Field decisions and Change Orders.
8. Use of project site, office and storage areas, security, housekeeping, and City's
needs.
9. Major equipment deliveries and priorities.
10. Contractor's assignments for safety and first aid.
11. Contact information for Contractor, Superintendent, and off-hour bypass pumping
personnel.
E. The Engineer will preside at the Preconstruction meeting and will arrange for keeping the
minutes and distributing the minutes to all persons in attendance.
1.13 PRECONSTRUCTION PHOTOGRAPHS
A. Prior to commencement of any construction activity, the City Inspector will take
photographs and/or video of all work areas.
B. The Contractor shall also conduct its own photographic and/or video survey prior to
commencement of any construction activity. A second purpose for preconstruction
documentation is to establish baseline conditions for evaluation of any change in existing
conditions in the vicinity of the work zone during construction (i.e., damage to existing
hardscape, structures, etc.)
1.14 WEEKLY PROGRESS MEETINGS
A. Weekly progress meetings will be scheduled and held at the City office.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SUMMARY OF WORK
SECTION 01110 - 5
THIS PAGE INTENTIONALLY LEFT BLANK
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 MEASUREMENT AND PAYMENT
SECTION 01270 - 1
SECTION 01270
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 SCOPE
Payment for the various items of the Bid Sheets, as further specified herein, shall
include all compensation to be received by the Contractor for furnishing all tools,
equipment, supplies, and manufactured articles, and for all labor, operations, and
incidentals appurtenant to the items of work being described, as necessary to
complete the various items of work as specified and shown on the Drawings, including
all appurtenances thereto, and including all costs of compliance with the regulations of
public agencies having jurisdiction, including Safety and Health Requirements of the
California Division of Industrial Safety. No separate payment will be made for any item
that is not specifically set forth in the Schedule Bid Prices, and all costs therefore shall
be included in the prices named in the Schedule of Bid Prices for the various
appurtenant items of work.
1.02 WORK INCLUDED UNDER ALL BID ITEMS
For all bid item work, Contractor’s responsibilities shall conform to the provisions of
Section 7 – “Legal Relations and Responsibility” of the Standard Specifications,
except as modified herein, in the Special Provisions, or in the Detailed Project
Specifications. Additionally, Contractor shall ensure each of the following is included
as part of the work under each bid item:
1. The safety of personnel, subcontractor’s personnel, and the public. Safety
measures shall include, but are not limited to, confined space entry, abrasive
blasting, fall protection, electrical safety and warning signs as may be necessary.
Engineer may direct Contractor to erect any safety feature as may be necessary
in his opinion.
2. Make available all work for inspection and/or testing by the Engineer.
3. Clear, prune, and/or remove from the site of work all items that might interfere
with contract work, including sidewalks, curbs and gutters and AC paving. Also
remove existing piping, fittings, valves, boxes and debris as may be necessary to
complete work.
4. Restore all surfaces to their original, existing condition as nearly as possible
including landscaping, sidewalks, street and driveway pavement, and curbs and
gutters. Remove all USA markings that were part of the project. All materials for
restoration work shall be furnished by contractor.
5. Protection of all trees and their roots.
6. Proper removal and disposal of existing abandoned utilities or other subsurface
structures as required to complete construction of the work.
7. Proper restraint of existing facilities. Temporary restraints may be necessary to
prevent facilities from being damaged. Damage to existing facilities that occurs
due to improper restraint shall be repaired by Contractor at his own expense
8. Cost of any water used on the project. Contractor may apply for a hydrant meter
at Contractor’s expense to meter and pay for water used.
9. Disposal of all excess or waste materials.
10. Cleanup and sweeping of the project site.
11. Quality control.
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SECTION 01270 - 2
12. Provide advance notice of road or lane closures.
13. Noise and sound control.
14. Submittals for the project.
15. As-built drawings. No portion of the work shall be deemed complete unless
reflected on the as-built drawings.
1.03 BID SCHEDULE
All pay line items will be paid for at the unit prices named in the Schedule of Bid Prices
for the respective items of work. The quantities of work or material stated as unit price
items on the Schedule of Bid Prices are supplied only to give an indication of the
general scope of the Work.
Immediately after award of the contract, the Contractor shall submit a cost breakdown
list to the Engineer for lump sum bid items (i.e., Schedule of Values). This list shall
consist of the major items of work that make up the schedule and shall be used for
determining progress pay estimates. The Contractor shall fill in the amounts for each
item, giving both unit and total costs, and prorating general costs such as setup,
overhead, and profit in each item. The total of all items shall equal the total of the
schedule. The amounts the contract indicates for any items on the list may be revised
as deemed necessary by the Engineer, if it appears such items are unbalanced,
unless the Contractor can substantiate these costs.
Only items of work of value to the Owner shall be included in the list. An item for
cleanup shall be listed in the breakdown in the amount of at least 1 percent of the total
schedule. If cleanup proceeds as the job progresses, then partial payments of this
amount will be made accordingly. An item for fulfilling the submittal requirements of
Section 01330, “Contractor Submittals” shall be listed in the breakdown in the amount
of at least 1 percent of the total schedule. Partial payments of this amount will be
made as the requirements are met.
All bid items for pipelines shall include, but not be limited to initial and final saw
cutting, excavation and disposal of trench section materials including pavements,
soils, curbs, and preservation of existing items, pipe bedding and backfill, pipe, joints,
and other fittings as required, tracer wire, installation above or below existing utilities,
supporting exposed utilities and pipes, repair or replacement of damaged existing
utilities, handling of asbestos cement pipe, trench plating, control of grades, survey
construction staking, protection of trees and roots, public outreach and all other
related work as described in the Contract Documents. Length of new pipelines shall
be measured horizontally inclusive of fittings.
PART 2 - PRODUCTS
2.01 MOBILIZATION / DEMOBILIZATION (Bid Item No. 1)
Measurement for payment for this bid item will be based upon completion of such
work as a lump sum (LS), non-prorateable pay item, and shall require completion of all
of the items listed in Section 11-1.01, Description, of Section 11 Mobilization of the
Standard Specifications.
Payment for “Mobilization / Demobilization” will be made in two (2) equal payments
totaling the lump sum (LS) allowance named in the Bid Schedule under Item No. 1,
one at mobilization and one at demobilization, which price shall constitute full
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
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SECTION 01270 - 3
compensation for all such work. Payment for mobilization will be made in the form of a
single, lump sum, non-prorateable payment, no part of which will be approved for
payment under the Contract until all mobilization items listed herein have been
completed as specified. The scope of the work included under this bid item shall
include the obtaining of all bonds, insurance, and permits; moving onto the project
site, inclusive of any staging areas, all equipment, personnel, and permanent and
temporary facilities as required for the proper performance and completion of the
Work. Mobilization shall include but not be limited to the following principal items:
1. Arrangement with and payment for project staging areas with necessary
responsible parties, inclusive of all necessary site investigation, reporting,
permitting, traffic control, screened fencing, crushed rock surfacing (if required),
storm water best management practices, and all other improvements upon the
land and work associated with the establishment and ongoing maintenance of
staging areas.
2. Moving on to the project site of all Contractor's equipment, personnel, and
temporary and permanent facilities required for the project.
3. Establishing fire protection systems.
4. Providing on-site sanitary facilities and potable water facilities.
5. Furnishing, installing, and maintaining all storage buildings or sheds required for
temporary storage of products, equipment, or materials that have not yet been
installed in the Work. All such storage shall meet manufacturer's specified
storage requirements, and the specific provisions of the specifications, including
temperature and humidity control, if recommended by the manufacturer, and for
all security.
6. Any work, coordination, hardware/software, Internet, and related technical or
process-based activities associated with the project’s web-based document
management system.
7. Obtaining and paying for all required bonds, insurance, permits and licenses.
8. Posting all OSHA required notices and establishment of safety programs.
9. Submittal of required Construction Schedule.
10. Conducting a pre-construction photographic survey of all work areas.
Payment for demobilization shall occur when all required items per the contract are
fulfilled, including the submittal and acceptance of Contractor’s record drawings, and
the site is free of equipment, spare materials, temporary facilities, and is clean.
Note: Contractor is advised that no payment for the “Mobilization” bid item will be
made unless the construction schedule and traffic control plan have been submitted
and accepted by the Engineer.
In addition to the requirements specified above, all submittals shall conform to the
applicable requirements of Section 01330, "Contractor Submittals."
Maximum limit for Mobilization is 3% (three percent) of the Total Bid Price.
Maximum limit for Demobilization is 3% (three percent) of the Total Bid Price.
No payment for any of the listed mobilization and demobilization work items will be
made until all of the listed items have been completed, as specified, to the satisfaction
of the Engineer.
The aforementioned amount will be retained by the City as the agreed, estimated
value of completing all of the mobilization items listed. Any such retention of money for
failure to complete all such mobilization items as a lump-sum item shall be in addition
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
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SECTION 01270 - 4
to the retention of any payments due to the Contractor as specified in Section 9 of the
General Provisions.
2.02 TRAFFIC CONTROL SYSTEM (Bid Item No. 2)
Measurement for payment for this bid item will be based upon, but not limited to, all
work required for Traffic Control under Section 01555, “Temporary Traffic Control
Systems” and as otherwise required in these Contract Documents, permits,
construction area signs, lighted and changeable message boards as required,
installation and maintaining all measures throughout the project limits, inclusive of
staging areas, and advance of the project limits to temporarily control, detour, or stage
traffic during construction and all other related work per the Contract Documents.
The first payment for traffic control shall be no more than twenty-five percent (25%) of
the bid item amount. The remainder of the bid item amount shall be divided evenly
among the entire schedule and will be paid in monthly payments so long as the
Contractor continues to properly implement the approved plan.
Payment for traffic control system will be made at the lump sum (LS) price which price
shall constitute full compensation for the completion of all such work as required per
the Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.03 PROJECT IDENTIFICATION SIGN (Bid Item No. 3)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all necessary work to furnish and install a minimum of two (2) project
identification signs per City Standard 742, including all necessary work to
manufacture, label, place, maintain, remove, and dispose of such identification signs
and all labor, materials, tools, and equipment in performing the work required per the
Contract Documents
Payment for project identification sign will be made at the unit bid price per each (EA),
which price shall constitute full compensation of all such work as required per the
Contract Documents.
2.04 REMOVAL OF EXISTING STRIPING AND PAVEMENT MARKING (Bid Item No. 4)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all the necessary measures to removal of striping, pavement markings
and markers, including, but not limited to furnishing all plant, labor, materials, tools,
equipment, disposal, and all other related work per the Documents.
Payment for Removal of Existing Striping and Pavement Marking will be made at lump
sum (LS) price, which price shall constitute full compensation for the completion of all
such work as required per the Contract Documents, as specified in the Standard
Specifications and these special provisions, and no additional allowances will be made
therefor.
2.05 CRACK SEAL (Bid Item No. 5)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all the necessary measures to crack seal any cracks greater than ¼ of
an inch and less than 1 inch, including, but not limited to all plant, labor, materials,
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
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SECTION 01270 - 5
tools, equipment, transportation, set-ups, cleaning and crack preparation, and
incidentals for completion of the work involved in crack sealing per the contract
documents.
Payment for Crack Seal will be made at the lump sum (LS) price, which price shall
constitute full compensation for the completion of all such work as required per the
Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.06 Asphaltic Emulsion PMCQ-1h (Bid Item No. 6)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all the necessary measures to complete the application of Asphaltic
Emulsion PMCQ-1h, including, but not limited to furnishing all labor, materials, tools,
equipment, and doing all work involved in furnishing and applying, including, but not
limited to submittals, mix design, samples, testing, surface preparation, placing the
emulsion, protecting it until it has set, post sweeping and all other work involved in
placing Asphaltic Emulsion PMCQ-1h.
Payment for Asphaltic Emulsion PMCQs-1h will be made at the per ton (TON) price,
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.07 Type II Aggregate (Bid Item No. 7)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in Type II aggregate material, including furnishing, hauling, storing
and placing as directed by the Engineer, as shown on the Drawings, and as required
per the Contract Documents.
Payment for class Type II Aggregate will be made at the unit bid price per ton (TON),
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.08 Asphaltic Emulsion PMCQS-2h (Bid Item No. 8)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all the necessary measures to complete the application of Asphaltic
Emulsion PMCQ-1h, including, but not limited to furnishing all labor, materials, tools,
equipment, and doing all work involved in furnishing and applying, including, but not
limited to submittals, mix design, samples, testing, surface preparation, placing the
emulsion, protecting it until it has set, post sweeping and all other work involved in
placing Asphaltic Emulsion PMCQ-1h.
Payment for Asphaltic Emulsion PMCQs-1h will be made at the per ton (TON) price,
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
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2.09 3/8” Screenings (Bid Item No. 9)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in 3/8” Screenings material, including furnishing, hauling, storing
and placing as directed by the Engineer, as shown on the Drawings, and as required
per the Contract Documents.
Payment for class 3/8” Screenings will be made at the unit bid price per ton (TON),
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.10 Asphaltic Emulsion Fog Seal (Bid Item No. 10)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all the necessary measures to complete the application of Asphaltic
Emulsion Fog Seal, including, but not limited to furnishing all labor, materials, tools,
equipment, and doing all work involved in furnishing and applying, including, but not
limited to submittals, mix design, samples, testing, surface preparation, placing the
emulsion, protecting it until it has set, post sweeping and all other work involved in
placing Asphaltic Emulsion.
Payment for Asphaltic Emulsion Fog Seal will be made at the per ton (TON) price,
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.11 COLD PLANE ASPHALT CONCRETE PAVEMENT (Bid Item No. 11)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all plant, labor, materials, tools, equipment, transportation, set-ups, and
incidentals for completion of the work involved in cold planing asphalt concrete
surfacing and disposal of planed material, including handling of milled lead-containing
paint, removal of existing markers, furnishing the asphalt concrete for and
constructing, maintaining, removing and disposing of temporary asphalt concrete
tapers and generally preparing surface for overlay and all other work per the Contract
Documents and as shown on the Plans. The quantity to be paid will be the actual
square yardage of surface cold planed, irrespective of the number of passes required
to obtain the depth and width as shown on the Plans.
Payment for cold plane AC pavement will be made at the unit bid price per square
yard (SY), which price shall constitute full compensation for the completion of all such
work as required per the Contract Documents, as specified in the Standard
Specifications and these special provisions, and no additional allowances will be made
therefor.
2.12 CONFORM GRIND (Bid Item No. 12)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all plant, labor, materials, tools, equipment, transportation, set-ups, and
incidentals for completion of the work involved in conform grinding asphalt concrete
surfacing and disposal of planed material, including handling of milled lead-containing
paint, removal of existing markers, furnishing the asphalt concrete for and
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constructing, maintaining, removing and disposing of temporary asphalt concrete
tapers and generally preparing surface for overlay and all other work per the Contract
Documents and as shown on the Plans. The quantity to be paid will be the actual
square yardage of surface cold planed, irrespective of the number of passes required
to obtain the depth and width as shown on the Plans.
Payment for conform grind will be made at the unit bid price per square yard (SY),
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.13 HOT MIX ASPHALT (TYPE A) (Bid Item No. 13)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in furnishing and placing hot mix asphalt (HMA) pavement
pavement, including hauling and compacting as shown on the Drawings, and as
required per the Contract Documents. All work shall comply with Caltrans
Construction Quality Assurance Program requirements for materials, workmanship,
and quality control, unless otherwise approved by the Engineer.
Payment for Hot Mix Asphalt (Type A) will be made at the unit bid price per ton (TON),
in accordance with Section 39-8 of the Standard Specifications, which price shall
constitute full compensation for the completion of all such work as required per the
Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.14 12” HMA PLUG(Bid Item No. 14)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in furnishing and placing the 12” HMA Plug, including hauling and
compacting as shown on the Drawings, and as required per the Contract Documents.
All work shall comply with Caltrans Construction Quality Assurance Program
requirements for materials, workmanship, and quality control, unless otherwise
approved by the Engineer.
Payment for 12” HMA PLUG will be made at the unit bid price per ton (TON), in
accordance with Section 39-8 of the Standard Specifications, which price shall
constitute full compensation for the completion of all such work as required per the
Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.15 MINOR CONCRETE CURB RAMP (Bid Item No. 15)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in constructing a curb ramp, including truncated domes, dowell bars,
curing materials, forming, removing discoloring, expansion joint and filler, constructing
weakened plane joints, excavating, backfilling with Class 2 AB, and compaction, as
specified in the City Standards, the Standard Specifications, as shown on the
Drawings, and as required per the Contract Documents. At locations adjacent to new
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SECTION 01270 - 8
sidewalk, the limit of work for each curb ramp shall be up to and including the 1-foot
border limits of the curb ramp and include any complete, or portion thereof, curb and
gutter in front of the ramp, integral curb along the sides or back of the ramp, retaining
curb at the back of ramp (where required), flared sides, ramp, and landing. At
locations adjacent to existing sidewalk, the curb ramp limits shall also include one
section of new concrete sidewalk on each side, as applicable, to conform to the
existing Engineer.
Payment for Minor Concrete Curb Ramp will be made at the unit bid price per each
(EA), which price shall constitute full compensation of all such work as required per
the Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.16 BIKE RAMP (Bid Item No. 16)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in constructing a bikeramp, including, dowell bars, curing materials,
forming, removing discoloring, expansion joint and filler, constructing weakened plane
joints, excavating, backfilling with Class 2 AB, and compaction, as specified in the City
Standards, the Standard Specifications, as shown on the Drawings, and as required
per the Contract Documents.
Payment for Bike Ramp will be made at the lump sum (LS) price, which price shall
constitute full compensation of all such work as required per the Contract Documents,
as specified in the Standard Specifications and these special provisions, and no
additional allowances will be made therefor.
2.17 MINOR CONCRETE SIDEWALK (Bid Item No. 17)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in constructing concrete sidewalk, including curing materials,
forming, removing discoloring, placing expansion joint filler, constructing weakened
plane joints, excavating, backfilling with Class 2 AB, and compaction, as specified in
the City Standards, the Standard Specifications, as shown on the Drawings, and as
required per the Contract Documents.
Payment for sidewalk will be made at the unit bid price per square foot (SF), which
price shall constitute full compensation for the completion of all such work as required
per the Contract Documents, as specified in the Standard Specifications and these
special provisions, and no additional allowances will be made therefor.
2.18 CURB AND GUTTER (Bid Item No. 18)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing and installing all plant, labor, materials, tools, and equipment, and doing all
the work involved in constructing curb and gutter, including curing materials, forming
and constructing curb openings for driveways, removing discoloring, placing
expansion joint filler, constructing weakened plane joints, excavating, backfilling with
Class 2 AB, and compaction, as specified in the City Standards, the Standard
Specifications, as shown on the Drawings, and as required per the Contract
Documents.
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Payment for curb and gutter will be made at the unit bid price per linear foot (LF),
which price shall constitute full compensation for the completion of all such work as
required per the Contract Documents, as specified in the Standard Specifications and
these special provisions, and no additional allowances will be made therefor.
2.19 ADJUST UTILITY COVER TO GRADE (Bid Item No. 19)
A. Measurement for payment for this bid item will be based upon, but not limited to, all
labor, materials, tools and equipment, excavation, backfill, concrete, debris platforms,
asphalt or concrete pavement and mortar for the completion of adjusting all utility
covers to grade throughout the project limits, regardless of size and type, and all other
related work per the Contract Documents.
B. Payment for adjust utility cover to grade will be made at the unit bid price per each (EA),
which price shall constitute full compensation of all such work as required per the
Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.20 ADJUST MONUMENT WELL TO FG (Bid Item No. 20)
A. Measurement for payment for this bid item will be based upon, but not limited to, all
labor, materials, tools and equipment, excavation, backfill, concrete, debris platforms,
asphalt or concrete pavement and mortar for the completion of adjusting all
monuments wells to grade per City Specification throughout the project limits,
regardless of size and type, and all other related work per the Contract Documents.
B. Payment for adjust monument well to FG will be made at the unit bid price per each
(EA), which price shall constitute full compensation of all such work as required per
the Contract Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.
2.21 WHITE THERMOPLASTIC PAVEMENT MARKING AND CROSSWALK STRIPE (Bid Item No.
21)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all necessary work to furnish and place white pavement markings,
including temporary traffic stripes and pavement markings and replacement of
damaged stripes and markings and all labor, materials, tools and equipment in
performing the work required per the Contract Documents.
Payment for white thermoplastic pavement marking and crosswalk stripe will be made
at the unit bid price per square foot (SF), which price shall constitute full compensation
for the completion of all such work as required per the Contract Documents, as
specified in the Standard Specifications and these special provisions, and no
additional allowances will be made therefor.
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2.22 WHITE THERMOPLASTIC PAVEMENT MARKING AND CROSSWALK STRIPE (Bid Item No.
22)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all necessary work to furnish and place yellow pavement markings,
including temporary traffic stripes and pavement markings and replacement of
damaged stripes and markings and all labor, materials, tools and equipment in
performing the work required per the Contract Documents.
Payment for yellow thermoplastic pavement marking and crosswalk stripe will be
made at the unit bid price per square foot (SF), which price shall constitute full
compensation for the completion of all such work as required per the Contract
Documents, as specified in the Standard Specifications and these special provisions,
and no additional allowances will be made therefor.
2.23 DETAIL 8 - LANELINE (Bid Item No. 23)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 8 - laneline per
Standard Plan A20A Detail 8 throughout the project limits, including surface
preparation, temporary markings and striping, and all other work per the Contract
Documents and as shown on the Plans. Measurement by the linear foot shall include
the full stripe section as shown in the Standard Plans, regardless of the number of
lines comprising the detail.
Payment for detail 8 - laneline will be made at the unit bid price per linear feet (LF),
which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.24 DETAIL 22 – NO PASSING ZONES-TWO DIRECTIONAL (Bid Item No. 24)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 22 – no passing
zones-two direction centerline per Standard Plan A20A Detail 22 throughout the
project limits, including surface preparation, temporary markings and striping, and all
other work per the Contract Documents and as shown on the Plans. Measurement
by the linear foot shall include the full stripe section as shown in the Standard Plans,
regardless of the number of lines comprising the detail.
Payment for detail 22 – no passing zones-two direction centerline will be made at the
unit bid price per linear feet (LF), which price shall constitute full compensation of all
such work as required per the Contract therefor.
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2.25 DETAIL 27B – RIGHT EDGELINE (Bid Item No. 25)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 27B – right
edgeline per Standard Plan A20B Detail 27B throughout the project limits, including
surface preparation, temporary markings and striping, and all other work per the
Contract Documents and as shown on the Plans. Measurement by the linear foot
shall include the full stripe section as shown in the Standard Plans, regardless of the
number of lines comprising the detail.
Payment for detail 27B – right edgeline will be made at the unit bid price per linear feet
(LF), which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.26 DETAIL 29 – MEDIAN ISLANDS (Bid Item No. 26)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 29 – median
islands per Standard Plan A20B Detail 29 throughout the project limits, including
surface preparation, temporary markings and striping, and all other work per the
Contract Documents and as shown on the Plans. Measurement by the linear foot
shall include the full stripe section as shown in the Standard Plans, regardless of the
number of lines comprising the detail.
Payment for detail 29 – median islands will be made at the unit bid price per linear feet
(LF), which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.27 DETAIL 32 – TWO-WAY LEFT-TURN LANE (Bid Item No. 27)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 32 – two-way
left-turn lane per Standard Plan A20B Detail 32 throughout the project limits, including
surface preparation, temporary markings and striping, and all other work per the
Contract Documents and as shown on the Plans. Measurement by the linear foot
shall include the full stripe section as shown in the Standard Plans, regardless of the
number of lines comprising the detail.
Payment for detail 32 – two-way left-turn lane will be made at the unit bid price per
linear feet (LF), which price shall constitute full compensation of all such work as
required per the Contract therefor.
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2.28 DETAIL 38 – CHANNELIZING LINE (Bid Item No. 28)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 38 –
channelizing line per Standard Plan A20D Detail 38 throughout the project limits,
including surface preparation, temporary markings and striping, and all other work per
the Contract Documents and as shown on the Plans. Measurement by the linear foot
shall include the full stripe section as shown in the Standard Plans, regardless of the
number of lines comprising the detail.
Payment for detail 38 – channelizing line will be made at the unit bid price per linear
feet (LF), which price shall constitute full compensation of all such work as required
per the Contract therefor.
2.29 DETAIL 39 – BIKE LANE LINE (Bid Item No. 29)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 39 – bike lane
line per Standard Plan A20D Detail 39 throughout the project limits, including surface
preparation, temporary markings and striping, and all other work per the Contract
Documents and as shown on the Plans. Measurement by the linear foot shall include
the full stripe section as shown in the Standard Plans, regardless of the number of
lines comprising the detail.
Payment for detail 39 – bike lane line will be made at the unit bid price per linear feet
(LF), which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.30 DETAIL 39A – INTERSECTION BIKE LANE LINE (Bid Item No. 30)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of detail 39A –
intersection bike lane line per Standard Plan A20D Detail 39A throughout the project
limits, including surface preparation, temporary markings and striping, and all other
work per the Contract Documents and as shown on the Plans. Measurement by the
linear foot shall include the full stripe section as shown in the Standard Plans,
regardless of the number of lines comprising the detail.
Payment for detail 39A – intersection bike lane line will be made at the unit bid price
per linear feet (LF), which price shall constitute full compensation of all such work as
required per the Contract therefor.
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2.31 4-INCH WHITE STRIPE (Bid Item No. 31)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of 4-inch white stripe
hroughout the project limits, including surface preparation, temporary markings and
striping, and all other work per the Contract Documents and as shown on the Plans.
Measurement by the linear foot shall include the full stripe section as shown in the
Standard Plans, regardless of the number of lines comprising the detail.
Payment for 4-inch white line will be made at the unit bid price per linear feet (LF),
which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.32 6-INCH WHITE STRIPE (Bid Item No. 32)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of 4-inch white stripe
hroughout the project limits, including surface preparation, temporary markings and
striping, and all other work per the Contract Documents and as shown on the Plans.
Measurement by the linear foot shall include the full stripe section as shown in the
Standard Plans, regardless of the number of lines comprising the detail.
Payment for 6-inch white line will be made at the unit bid price per linear feet (LF),
which price shall constitute full compensation of all such work as required per the
Contract therefor.
2.33 GREEN CONFLICT MARKINGS (Bid Item No. 33)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all necessary work to furnish and place green markings, including
temporary traffic stripes and pavement markings and replacement of damaged stripes
and markings and all labor, materials, tools and equipment in performing the work
required per the Contract Documents.
Payment for green conflict markings will be made at the unit bid price per square foot
(SF), which price shall constitute full compensation of all such work as required per
the Contract therefor.
2.34 Non-Reflective Pavement Markers (Bid Item No. 34)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of non-reflective
pavement markers throughout the project limits, including surface preparation and
temporary markings, and all other work per the Contract Documents and as shown on
the Plans.
Payment for Non-Reflective Pavement Markers will be made at the lump sum price
(LS), which price shall constitute full compensation for the completion of all such work
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as required per the Contract Documents, as specified in the Standard Specifications
and these special provisions, and no additional allowances will be made therefor.
2.35 BLUE, TWO -WAY RETROREFLECTIVE PAVEMENT MARKERS (Bid Item No. 35)
Measurement for payment for this bid item will be based upon, but not limited to,
furnishing all necessary equipment, labor, materials, tools, equipment and other
incidentals necessary for the complete layout and installation of raised blue
retroreflective markers throughout the project limits, including surface preparation and
temporary markings, and all other work per the Contract Documents and as shown on
the Plans.
Payment for blue, two-way retroreflective pavement markers be made at the lump sum
price (LS), which price shall constitute full compensation for the completion of all such
work as required per the Contract Documents, as specified in the Standard
Specifications and these special provisions, and no additional allowances will be made
therefor.
2.36 BOLT IN CURB (Bid Item No. 36)
Measurement for payment for this bid item will be based upon, but not limited to,
completion of all necessary work to furnish and install bolt in curb adjacent to the bike
lane, including all labor, materials, tools and equipment in performing the work
required per the Contract Documents.
Payment for bolt in curbbarricade will be made at the unit bid price per each (EA),
which price shall constitute full compensation of all such work as required per the
Contract Documents.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SPECIAL PROJECT CONSTRAINTS
SECTION 01300 - 1
SECTION 01300
SPECIAL PROJECT CONSTRAINTS
PART 1 - GENERAL
1.01 SCHEDULING
A. Vehicle access to all local businesses and two lanes of vehicular traffic shall be
maintained for the duration of the project along Southwest Boulevard and Commerce
Boulevard. A traffic control plan for all temporary closures shall be submitted to the City
for review prior to implementation that clearly illustrates proposed closure limits,
detours, and access points to provide local access, among other information. Traffic
control plan shall consider nearby construction operations by others.
B. The Contractor shall locate and make himself familiar with existing underground utilities.
The Contractor shall maintain a minimum cover of 18-inches from subgrade to all
existing utilities. Any locations that do not meet this requirement shall immediately be
brought to the attention of the Engineer. Adherence with this clause and protection of
existing facilities shall be the responsibility of the Contractor.
C. Provide the City with at least ten working days advanced written request prior to taking
out of service any existing utility pipeline/service/lateral or tie-in to an active utility
pipeline/service/lateral. Coordinate with the City for the best time and day to make
shutdowns. Water main shutdowns shall be limited to eight (8) hours unless otherwise
authorized by the City’s representative.
D. The Contractor shall submit a construction staging area plan for City approval for all
staging areas proposed for use with the project.
E. The construction constraints described herein shall be incorporated into the
Contractor's schedule.
F. Work for the project during special events shall be coordinated with the City.
G. Dewatering: Prior to pumping groundwater into the City’s sewer collection system,
Contractor to verify adequate capacity exists so that pumped groundwater does not
surcharge the sewer main into which the groundwater is being pumped. Contractor
shall also provide particulate/sediment filter and flow totalizer for all flows discharged to
the sanitary sewer system. Dewatering can be discharge to the existing sewer manhole
to the north of the intersection on Commerce Boulevard or the existing sewer manholes
to the south and east of the intersection on Southwest Boulevard; Contractor shall
submit dewatering plan for review and approval. See Section 02240, “Dewatering.”
1.02 ARRANGEMENTS FOR TEMPORARY CONSTRUCTION FACILITIES
A. The Contractor shall be responsible for the allocation of space for temporary field
offices and structures furnished by itself or its subcontractors; monitoring the use of
temporary utilities; verification that adequate services are available to comply with
requirements for Work and climatic conditions; and the administration of traffic and
parking controls. All such work shall be in strict conformance with the applicable
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SECTION 01300 - 2
requirements specified in Sections 01510, “Temporary Utilities and Facilities”, and
elsewhere in this Division 1.
1.03 NIGHT WORK
A. Night work will not be permitted, with the exception of dewatering, and traffic control
measures necessary to perform the Work.
1.04 CONTRACTOR’S WORK SCHEDULE
A. Unless arrangements are made in advance with the City for overtime or holiday work,
the Contractor shall conform to the work hours and work days listed below.
B. Work Hours. No work shall commence before 8:00 A.M. and all the work shall be
completed no later than 6:00 P.M. with the exception of permitted nighttime work. Work
hours shall be further limited to daylight hours. Daylight hours are defined as 1/2 hour
after sunrise and 1/2 hour before Sunset. Work will be allowed on Saturdays.
C. Work Hours in School Zones: No roadway or driveway closures shall commence before
9:00 A.M. when school is in session. Full access must be given between 30 minutes
before school dismissal and 30 minutes after.
D. Work Days. No work shall be allowed on Saturdays, Sundays or the following holidays:
1. January 1st, known as New Year’s Day.
2. The third Monday in January, known as Martin Luther King Jr. Day.
3. The Friday before the third Monday in February.
4. The third Monday in February, known as Presidents’ Day.
5. The last Monday in May, known as Memorial Day.
6. July 4th, known as Independence Day.
7. The first Monday in September, known as Labor Day.
8. September 9, known as Admission’s Day.
9. The second Monday in October, known as Columbus Day.
10. November 11, known as Veteran’s Day.
11. The fourth Thursday in November, known as Thanksgiving Day.
12. The day after Thanksgiving.
13. December 24th, known as Christmas Eve, beginning at 12:00 pm.
14. December 25th, known as Christmas Day.
E. When a holiday falls on a Sunday, no work shall take place on the following Monday.
When a holiday falls on a Saturday, no work shall take place on the preceding Friday.
When New Year’s Day falls on a Saturday, no work shall take place on the following
Monday.
PART 2 - PART 2 - PRODUCTS
Not Used.
PART 3 - PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 COORDINATION
SECTION 01310 - 1
SECTION 01310
COORDINATION
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall be responsible for the coordination of all work and the coordination
of the work of all subcontractors. The Contractor shall not delegate coordination to any
subcontractor. Coordination, as referred to herein, shall include the establishment of on-
site lines of authority and communication and assistance in scheduling of and
attendance of progress meetings between the Engineer or the City and the Contractor
and its subcontractors. The Contractor's onsite supervisory person shall be present and
represent the General Contractor whenever a meeting is held that involves any
interface between the City or Engineer and any subcontractors or suppliers.
B. Related Sections
1. Section 01110 – Summary of Work
2. Section 01300 – Special Project Constraints
3. Section 01330 – Contractor Submittals
4. Section 01510 – Temporary Utilities and Facilities and Facilities
5. Section 01555 – Temporary Traffic Control Systems
6. Section 01560 – Protection of Existing Facilities
1.02 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule for review by Engineer in duplicate within ten (10)
working days after date of Contract. After review, submit detailed schedules within ten
(10) working days, modified to accommodate revisions recommended by the Engineer
and/or the City.
B. Submit revised schedules with each application for payment, identifying changes since
previous version. Indicate estimated percentage of completion for each item of work at
each submission.
C. Submit a comprehensive 3-week look ahead schedule for discussion with City at each
weekly construction progress meeting.
D. Contractor to discuss 3-week look ahead schedule as it relates to overall project
schedule described in 1.02 G.
E. Distribute copies of reviewed schedules to project site file, subcontractors, suppliers
and other concerned parties.
F. Instruct recipients to promptly report, in writing, problems anticipated by projections
indicated in schedules.
G. Submit computer generated horizontal bar chart with separate line for each major
portion of work or operation, identifying first workday of each week.
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ROHNERT PARK CITY PROJ. NO 2024-08 COORDINATION
SECTION 01310 - 2
H. Submit revised Schedule of Values within ten (10) working days after preconstruction
meeting, modified to accommodate revisions recommended by the Engineer and/or the
City.
1.03 GENERAL COORDINATION
A. All Work covered in the Contract Documents shall be coordinated as a part of the
Contractor's obligations under the Contract. The Contractor shall coordinate his/her
operations with the City and others working in the immediate area.
B. The Contractor shall assure timely fabrication of work, erection of work, and completion
of closeout items and the timely preparation of shop drawings and other submittals in
conformance with the approved construction schedule.
C. The Contractor shall coordinate the efforts of all individuals and subcontractors in the
execution of the Work, including work by others as specified in Section 01110,
"Summary of Work."
D. The Contractor shall resolve differences or disputes between subcontractors
concerning coordination, interferences, or extent of work between Sections. The
Contractor's decisions, if consistent with the Contract Document requirements, shall be
final.
E. The Contractor shall conduct his/her operations so that the existing sewer facilities, as
well as all other utilities, are kept in continuous operation throughout the execution of
this contract. The Contractor, therefore, shall schedule and conduct their work so as to
minimize interference with the operation and maintenance of these facilities. Methods,
schedules and sequences of construction which prevent or jeopardize the City’s
compliance with Clean Water Standards or the NPDES Permit are not acceptable.
F. When modification, addition or connection to existing pipelines, structures, systems,
circuits or equipment is required, the Contractor shall schedule such activities with the
Engineer. The Contractor shall notify the Engineer, in writing, one (1) week in advance
of the time when construction operations will require connection to, or modification of,
in-service portions of the existing facility. No pipeline system, structure, circuit or
individual unit shall be cut, modified, dewatered or removed from the facility unless
authorized by the Engineer.
G. In the event that the Contractor accidentally damages operating pipes or utilities, they
shall immediately affect the necessary repairs. The Contractor shall maintain an
inventory of repair clamps and materials for small pipelines, including temporary pumps,
bypass pipelines, electrical conductors or other facilities necessary to maintain
operation of sewerage facilities while the repairs are being made. The Contractor shall
provide telephone numbers of standby personnel who will respond during non-working
hours to repair facilities which interrupt normal operations.
H. If the Contractor fails to respond to a request by the Engineer, the City reserves the
right to affect the repair with its own forces or by another contractor. The cost for repairs
performed by others will be deducted from the payment due the Contractor.
I. In addition to notifying the Engineer (Section 1.03 F), Contractor shall notify affected
property owners and residents in writing minimum of 48-hours in advance prior to any
planned temporary shutdown of utility services.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 COORDINATION
SECTION 01310 - 3
J. City and Contractor may utilize a web-based document management system for
submission of all data and documents, including public outreach documents where
applicable throughout the duration of the Contract.
1.04 SPECIAL COORDINATION
A. Drawings showing the location of equipment, piping, and various appurtenances, are
diagrammatic only. Although every effort has been made to provide adequate routing
and placement, actual job conditions may not permit their locations in the field where
indicated on the drawings. Whenever this condition is encountered by the Contractor,
he or she shall notify the Engineer immediately to obtain the Engineer's determination
of any necessary relocation. Minor adjustments in locations or rerouting due to ill-timed
or improper sequence of trades shall be the responsibility of the Contractor and shall be
performed at no additional cost to the City.
B. The Contractor shall provide advance notification to the Engineer of specific tasks, tests
and inspections specified. Failure to provide such advance notification may be cause
for rejection of the Work.
C. Wherever prefabricated items are to be incorporated into the Work, the Contractor shall
use templates and shall set fasteners accurately to the templates. The Contractor shall
verify all dimensions to assure that all components will fit together properly. Particular
care shall be exercised to assure workability, access, symmetry, and alignment of
components. Whenever the Contractor is in doubt of the intended effect of the Contract
Documents, a request for information or clarification shall be tendered in writing to the
Engineer prior to layout of project elements.
D. Contractor shall coordinate construction activities with adjacent projects adjacent to
project limits. Contractor should be aware and plan around the possibility of existing
power poles not being removed prior to NTP.
E. Two weeks prior to construction, Contractor shall send out mailers to all adjacent
property owners and contact schools as described below (1.04 E). Three days prior to
construction, Contractor shall send out door hangers to all adjacent property owners
and schools as described below (1.04E). If the date or information on roadway/driveway
access or closures changes the contractor must notify the affected property owners and
residents. Contractor shall take pictures and keep a record of door hangers and
notification signage and be able to provide proof of notice.
F. The Contractor shall coordinate with the various schools within and adjacent to the
project site as required in the Contract Documents. Contact information is provided
below. The Contractor is not relieved from contacting all schools within the project
limits and vicinity, including any schools affected by traffic modifications and detour
routes if the information provided below is incorrect or a school is not included in the
list.
1. School District Contacts:
Cotati-Rohnert Park Unified School District
Josh Savage, Executive Director of Facilities, Maintenance, and Operations
5860 Labath Avenue
Rohnert Park, CA 94928
(707) 792-4737 phone; (707) 792-4739 Fax
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 COORDINATION
SECTION 01310 - 4
1.05 COORDINATION OF SUBCONTRACTOR RESPONSIBILITIES
A. The Contractor shall be responsible for coordination of the work of each of its
subcontractors and suppliers. Special attention is directed to the following obligations of
the Contractor:
1. Verify that subcontractors have obtained permits for inspections.
2. Review all subcontractor shop drawings, product data, and sample submittals for
compliance with Contract Documents prior to submittal to Engineer for general
review for compliance with design intent.
3. Maintain onsite documentation and keep current record drawing set at Project
site.
4. Verify that specified cleaning is done during progress of Work and at completion
of each subcontract.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 1
SECTION 01330
CONTRACTOR SUBMITTALS
PART 1 - GENERAL
1.01 SUMMARY
A. This section describes general requirements for submittals for the Work.
B. Related Sections
Section 01110 – Summary of Work
Section 01310 – Coordination
Section 01330 – Contractor Submittals
Section 01555 – Temporary Traffic Control Systems
Section 01770 – Project Closeout
Section 02220 – Demolition, Salvage and Abandonment
Section 02250 – Shoring and Trench Safety
Section 02700 – Paving Systems
Section 02706 – Reinforcement
Section 02760 – Traffic Striping, Pavement Markers, Pavement Markings and Signage
Section 02770 – Crack Sealing
Section 02902 – Aggregate Base
Section 03300 – Cast-in-place Concrete
1.02 PROCEDURES
A. Submit at Contractor’s expense, in six (6) sets, Schedule of Shop Drawing and Sample
Submittals, Safety Plans, Progress Schedules, Product Data, Shop Drawings, Samples,
Substitution Requests, Dewatering Plan, Shoring Plan, Traffic Control Plans, Construction
Staging Area Plan, Storm Water Pollution Prevention Plan (SWPPP), Quality Control Data,
and Project Record Documents, and all other submittals required by the Contract
Documents. Submit these submittals to Engineer for review and approval. Contractor shall
supply a submittal for every item, material and specialized equipment used on the project.
B. Use a submittal transmittal form, in duplicate, containing:
1. Date, and revision date and submittal log number.
2. Project title.
3. Contractor’s name and address and job number.
4. Specification Section clearly identified.
5. The quantity of each Shop Drawing, Product Data, and Samples submitted.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 2
6. Notification of deviations from Contract Documents.
7. Materials safety data sheet (MSDS) for each item complying with OSHA’s Hazard
Communication Standard 29 CFR 1910.1200.
8. Other pertinent data.
C. Where manufacturer’s standard drawings or data sheets are used, they shall be marked
clearly to show those portions of the data that are applicable to this project. Submittals
shall be submitted based on each technical specification section. Submittals containing
information about more than one specification section will be returned for resubmittal.
Submittals shall include all information requested by each specification section. (No partial
submittals.) Incomplete submittals will be returned not reviewed by Engineer. Provide a log
number and reference to Specifications Section and/or Plan sheets and details, for each
submittal for ease of identification of submittal. Submittal shall include:
1. Date and revision dates.
2. Revisions, if any, identified.
3. Project Title and number.
4. The names of: Engineer, Contractor, Subcontractor, Supplier, Manufacturer, and
separate detailer, when pertinent.
5. Identification of product material by location within the Project.
6. Relation to adjacent structure or materials.
7. Field dimensions, clearly identified as such.
8. Specification Section number and applicable detail reference numbers on the
drawings.
9. Applicable standards, such as ASTM, ANSI, FS, NEMA, SMACNA or ACI.
10. A blank space, on each Drawing or data sheet, 5” x 4” for the Engineer’s stamp.
11. Identification of deviations from Contract Documents.
12. Contractor’s stamp, initialed or signed, with language certifying the review of
submittals, verification of field measurements, construction criteria and technical
standards in compliance with Contract Documents.
D. The data shown on the Shop Drawings shall be complete with respect to quantities,
dimensions, specified performance and design criteria, materials and similar data to show
Engineer the materials and equipment Contractor proposes to provide and to enable
Engineer to review the information for the limited purposes specified below. Samples shall
be identified clearly as to material, supplier, pertinent data such as catalog numbers and
the use for which it is intended and otherwise as Engineer may require to enable Engineer
to review the submittal. The number of each Sample to be submitted will be as specified in
the Specifications.
E. Substitutions:
1. Substitution for those equipment, procedures, materials and/or products specified
shall only be permitted when the proposed unnamed “equal” product or material to
be furnished is both equal in quality and utility and after the Contractor has complied
with the following provisions:
a. All substitutions shall be reviewed by the City;
b. The City must approve such substitution in writing prior to its incorporation
into the work;
c. Unless otherwise authorized in writing by the City, the Contractor shall, prior
to award and placing any purchase orders, and at least thirty (30) calendar
days before it requires approval of any such alternative item, submit to the
City sufficient data, drawings, samples, literature or other detailed information
as will demonstrate to the City that the proposed substitute is equal in quality
and utility to the equipment, materials, procedures and/or products specified.
2. Within thirty (30) calendar days following receipt of all requested information from
the Contractor, the City will determine whether the proposed alternative is equal in
quality and utility and meets the requirements of the Contract and will inform the
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 3
Contractor in writing of such determination. The burden of substantiating the quality
and utility of alternatives shall be upon the Contractor, and the Contractor shall
furnish all necessary information requested and required by the City. The City will be
the sole judge as to the quality and utility of alternative equipment, materials and/or
products, and the City’s decision shall be final. An acceptance by the City of a
substitution shall not relieve the Contractor from complying with the requirements of
the Project Drawings and Specifications. Acceptance by the City shall not relieve the
Contractor from full responsibility for the efficiency, sufficiency and quality and
performance of the substitute equipment, materials, procedures and/or products, in
the same manner and degree as the equipment, materials, procedures and/or
products specified by name.
3. Failure of the Contractor to submit proposed substitutions for review in the manner
described above and within the time prescribed shall be sufficient cause for rejection
by the City of any other proposed substitutions.
4. In determining whether a proposed product is equal in quality and utility, the City is
not restricted to such basic issues as performance and durability, but may consider
any other issues that the City, in the discretion of the City, deems appropriate. Said
issues may, but are not required to include, nor are they limited to, such additional
factors as comparable performance, reliability, efficiency or operation, ease of
operation, adaptability, ease of maintenance, capital costs, life-cycle costs,
operational characteristics, costs of training personnel, maintenance history,
warranties, problems created by the resulting overall warranty system, availability of
qualified service, availability of parts, the history of any supplier, and compatibility
with existing facilities.
5. No one factor or group of factors, including such issues as savings on capital costs,
shall be determinative of whether the proposed product or material is equal in quality
and utility. The decision of the City shall be based on those factors deemed by the
City to be relevant and any data, drawings, samples, literature or other detailed
information furnished by the Contractor with respect to the proposed substitution.
6. Each decision as to whether a product or material is equal in quality and utility shall
be made by the City on a case-by-case basis.
7. The Contractor shall be responsible for any and all costs, including consultant costs,
incurred by the City with respect to the proposed substitution that exceed the costs
inherent in the normal and reasonable review of drawings and other standard data,
information and documents concerning any proposed substitution. The Contractor
shall be responsible for this cost, regardless of whether or not the substitution is
approved by the City.
F. Submittal coordination and verification is the responsibility of Contractor; this responsibility
shall not be delegated in whole or in part to subcontractors or suppliers. Before submitting
each Shop Drawing or Sample, Contractor shall have reviewed and coordinated each Shop
Drawing or Sample with other Shop Drawings and Samples and with the requirements of
the Work and the Contract Documents, and shall have determined and verified:
1. All field measurements, quantities, dimensions, specified performance criteria,
installation requirements, materials, catalog numbers and similar information with
respect thereto;
2. All materials with respect to intended use, fabrication, shipping, handling, storage,
assembly and installation pertaining to the performance of the Work; and
3. All information relative to Contractor’s sole responsibilities and of means, methods,
techniques, sequences and procedures of construction and safety precautions and
programs incident thereto.
G. Contractor’s submission to City or to Engineer of a Shop Drawing or Sample submittal will
constitute Contractor’s representation that it has satisfied its obligations under the Contract
Documents, and as set forth immediately above, with respect to Contractor’s review and
approval of that submittal.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 4
H. Designation of work “by others”, if shown in submittals, shall mean that work will be
responsibility of Contractor rather than subcontractor or supplier who has prepared
submittals.
I. The Contractor shall sign a statement with each submittal, certifying that the submittal has
been checked by the Contractor and is in conformance with the Specifications. Any
submittal received without this certification shall be returned AMEND AND RESUBMIT and
count as one submittal under R.5.a of this specification section.
J. After review by City or Engineer of each of Contractor’s submittals, two (2) sets of material
will be returned to Contractor with actions defined as follows:
1. NO EXCEPTIONS TAKEN – A formal revision and resubmission of said submittal
will not be required. Accepted subject to its compatibility with future submittals and
additional partial submittals for portions of the work not covered in this submittal
does not constitute approval or deletion of specified or required items not shown on
the submittal.
2. MAKE CORRECTIONS NOTED (NO RESUBMISSIONS REQUIRED) - Same as 1
above, except that minor corrections as noted shall be made by Contractor.
3. AMEND AND RESUBMIT - Rejected because of major inconsistencies or errors that
shall be resolved or corrected by Contractor prior to subsequent review by Engineer.
K. Contractor shall make a complete and acceptable submittal at least by second submission.
City reserves the right to deduct monies from payments due Contractor to cover additional
costs of review beyond the second submission. Illegible submittals will be rejected and
returned to Contractor for resubmission. Contractor shall be in breach of the Contract if it,
following a submittal which City determines falls within category 3 above, Contractor’s first
resubmittal does not fall within categories 1 or 2 above.
L. Favorable review will not constitute acceptance by City or Engineer of any responsibility for
the accuracy, coordination and completeness of the submittals. Accuracy, coordination,
and completeness of Submittals shall be the sole responsibility of Contractor, including
responsibility to back-check comments, corrections, and modifications from City or
Engineer’s review before fabrication. Contractor, subcontractors, or suppliers may prepare
submittals, but Contractor shall ascertain that submittals meet requirements of Contract
Documents, while conforming to structural space and access conditions at point of
installation. Engineer’s review will be only to determine if the items covered by the
submittals will, after installation or incorporation in the Work, conform to the information
given in the Contract Documents and be compatible with the design concept of the
completed Project as indicated by the Contract Documents. Favorable review of submittal,
method of work, or information regarding materials and equipment Contractor proposes to
furnish shall not relieve Contractor of responsibility for errors therein and shall not be
regarded as assumption of risks or liability by City or Engineer, or any officer or employee
thereof, and Contractor shall have no claim under Contract on account of failure or partial
failure or inefficiency or insufficiency of any plan or method of work or material and
equipment so accepted. Favorable review shall be considered to mean merely that City
and/or Engineer has no objection to Contractor using, upon his own full responsibility, plan
or method of work proposed, or furnishing materials and equipment proposed.
M. City and/or Engineer’s review will not extend the means, methods, techniques, sequences
or procedures of construction or to safety precautions or programs incident thereto. The
review and approval of a separate item as such will not indicate approval of the assembly
in which the item functions.
N. Submit complete initial submittal for those items where required by individual specification
Sections. Complete submittal shall contain sufficient data to demonstrate that items comply
with Specifications, shall meet minimum requirements for submissions cited in technical
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 5
specifications, shall include motor data and seismic anchorage certifications, where
required, and shall include necessary revisions required for equipment other than first
named. If Contractor submits incomplete initial submittal, when complete submittal is
required, submittal may be returned to Contractor without review.
O. It shall be Contractor’s responsibility to copy, conform and distribute reviewed submittals in
sufficient numbers for Contractor’s files, subcontractors and vendors.
P. After City and/or Engineer’s review of submittal, revise as noted and resubmit as required.
Identify changes made since previous submittal.
1. Begin no fabrication or work that requires submittals until return of submittals not
requiring resubmittal.
2. Normally, submittals will be processed and returned to Contractor within ten (10)
working days of receipt.
Q. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to
promptly report any inability to comply with provisions.
R. All shop drawings and submittals shall be number identified by Contractor, prior to
submission to Engineer, in accordance with the following:
1. Contractor shall sequentially number each submittal (i.e., “1”, “2”, “3”, etc.) as the
basis for number identification of all shop drawings and submittals.
2. Affix the submittal number under which each submittal is made on every copy of
each shop drawing, product data, sample, certification, O & M manual, etc.
3. If the submittal is a resubmittal (including without limitation after an initial submittal is
rejected, returned not reviewed or marked revise as noted and resubmit), add the
suffix designation “A” (i.e., a resubmittal of submittal 1 would be numbered 1A).
Subsequent resubmittals would be identified by the submittal number and sequential
letters (i.e., “B”, “C”, “D”, etc.).
4. All submittals shall include all information requested by each specification section.
No partial submittals will be accepted unless previously authorized by Engineer. In
the event a partial submittal is authorized, each subsequent different submittal (as
opposed to resubmittal) is given a new number.
5. Number of resubmissions:
a. One reexamination of Contractor’s submittals that have been returned for
correction or replacement will be included in Engineer’s scope. Any additional
reexamination of Contractor’s submittals will be considered additional scope
services to be paid by Contractor through City. Engineer shall be paid hourly
at 3.0 times direct payroll expenses and charge consultant’s time at 1.25
times the amount billed Engineer.
S. Contractor, Engineer, and Owner may elect to use an electronic document management
system in lieu of paper copies of submittals and other documentation. Owner’s acceptance
of electronic documentation is contingent on acceptable format and procedures. No change
in compensation or time will be associated with substitution of electronic documents for
paper.
1.03 SCHEDULE OF SHOP DRAWING AND SAMPLE SUBMITTALS
A. Submit preliminary Schedule of Shop Drawing, Samples, and Product Data Submittals as
required, no later than five (5) working days following receipt of Notice to Proceed from
City.
B. Schedule of Shop Drawing, Samples, and Product Data Submittals will be used by City and
Engineer to schedule their activities relating to review of submittals. Schedule of submittals
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 6
shall indicate a spreading out of submittals and early submittals of long lead-time items and
of items that require extensive review.
C. Schedule of Shop Drawing, Samples, and Product Data Submittals shall be reviewed by
City and shall be revised and resubmitted until accepted by City.
D. Unless otherwise specified, make submittals in groups containing all associated items to
assure that information is available for checking each item when it is received. Identify on
the submittal which submittals should be reviewed together.
E. The Contractor agrees that shop drawing submittals processed by the City are not Change
Orders; that the purpose of shop drawing submittals by the Contractor is to demonstrate to
the City that they understand the design concept, that the Contractor demonstrates their
understanding by indicating which equipment, procedure and material they intend to furnish
and install and by detailing the proposed fabrication and installation methods. The
Contractor further agrees that if deviations, discrepancies or conflicts between shop
drawing submittals and the Contract Documents in the form of design drawings and
specifications are discovered either prior to or after shop drawing submittals are processed
by the City, the design drawings and specifications shall control and shall be followed.
1.04 DELAY OF SUBMITTALS
A. Delay of submittals by Contractor is considered avoidable delay. Liquidated damages
incurred because of late submittals will be assessed to Contractor.
B. The City may periodically inspect the record drawings at the site. The proper and current
maintenance of the information required on these drawings shall be a condition precedent
to approval of requisitions for periodic payment.
1.05 RECORD DRAWINGS
A. General: The Contractor shall keep and maintain, at the job site, one record set of Contract
Drawings. On these, it shall mark all project conditions, locations, configurations, and any
other changes or deviations which may vary from the details represented on the original
Contract Drawings, including buried or concealed construction and utility features which
are revealed during the course of construction.
B. Special attention shall be given to recording the horizontal and vertical location of all buried
utilities that differ from the locations indicated, or which were not indicated on the Contract
Drawings. Said record drawings shall be supplemented by any detailed sketches as
necessary or directed to indicate, fully, the Work as actually constructed.
C. These master record drawings of the Contractor’s representation of “as-built” conditions,
including all revisions made necessary by addenda, change orders, and the like shall be
maintained up-to-date during the progress of the Work.
D. In the case of those drawings which depict the detail requirement for equipment to be
assembled in the factory, the record drawings shall be updated by indicating those portions
which are superseded by change order drawings or final shop drawings, and by including
appropriate reference information describing the change orders by number and the shop
drawings by manufacturer, drawing, and revision numbers.
E. Record drawings prepared by the Contractor shall be accessible to the Engineer at all
times during the construction period and shall be delivered to the Engineer upon
completion of the work.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 7
F. Effect on Progress Payments: Requests for partial payments will not be approved if the
record drawings are not kept current. All such Record Drawings will be inspected by the
City each month, showing all variations between the Work as actually constructed and as
originally shown on the Contract Drawings or other Contract Documents, and the City will
not process monthly payment requests until such drawings are made current each month.
G. Final Record Drawings: Upon substantial completion of the Work and prior to final
acceptance by the City, the Contractor shall complete and deliver one “blueline” set with
legible red-line changes dated and signed by the Contractor to the City for approval. The
redline changes shall conform to the construction records of the Contractor. This
information will be assumed to be reliable, and the Engineering will not be responsible for
the accuracy of such information, nor for any errors or omissions which may appear on the
Record Drawings as a result.
H. Effect on Final Payment: Final payment will not be approved until the Contractor-prepared
“blueline” Record Drawings have been delivered to the City. Said up-to-date, Record
Drawings will be one set of prints with carefully plotted and legible information overlaid in
red pencil.
PART 2 - PRODUCTS
(Not Used)
PART 3 - EXECUTION
(Not Used)
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CONTRACTOR SUBMITTALS
SECTION 01330 - 8
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SWPPP
SECTION 01356 - 1
SECTION 01356
STORM WATER POLLUTION PREVENTION
PART 1 GENERAL
1.01 SUMMARY
A. Section includes:
1. Requirements for water pollution control.
B. Work shall conform to Section 13 Water Pollution Control of the current State Standard
Specifications.
C. Related Sections:
1. Section 01110 Summary of Work
2. Section 01300 Special Project Constraints
1.02 REFERENCES
A. United States Code of Federal Regulation (CFR):
1. 40 CFR Part 117.3.
2. 40 CFR Part 302.4.
B. State of California, State Water Resources Control Board (SWRCB), Regional Water
Quality Control Board (RWQCB) Order No. 2022-0057 DWQ (amends 2012-0006-DWQ
as amended by 2009-0009-DWQ as amended by 2010-0014 DWQ), National Pollution
Discharge Elimination System General Permit No. CA S000002 (CGP).
C. Section 13 Water Pollution Control of the current State Standard Specifications
1.03 REQUIREMENTS
A. The Contractor shall comply with the State Water Resources Control Board, Regional
Water Quality Control Board, current State Standard Specifications, County, and other
local agency requirements regarding storm water discharges and management.
B. The Contractor shall exercise every reasonable precaution to protect streams, lakes,
reservoirs, bays, and coastal waters from pollution with fuels, oils, bitumens, calcium
chloride and other harmful materials and shall conduct and schedule his operations so as
to avoid or minimize muddying and silting of said streams, lakes, reservoirs, bays and
coastal waters. Care shall be exercised to preserve roadside vegetation beyond the limits
of construction.
C. Water pollution control work is intended to provide prevention, control, and abatement of
water pollution to streams, waterways, and other bodies of water, and shall consist of
constructing those facilities which may be shown on the plans, specified herein or in the
special provisions, or directed by the Engineer.
D. Before starting any work on the project, the Contractor shall submit, for acceptance by
the Engineer, a program to control water pollution effectively during construction of the
project. Such program shall show the schedule for the erosion control work included in
the contract and for all water pollution control measures which the Contractor proposes to
take in connection with construction of the project to minimize the effects of his operation
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SWPPP
SECTION 01356 - 2
upon adjacent streams and other bodies of water. The Contractor shall not perform any
clearing and grubbing or earthwork on the project, other than that specifically authorized
in writing by the Engineer, until such program has been accepted.
E. The City Engineer will notify the Contractor of the acceptance or rejection of any
submitted or revised water pollution control program not more than 5 working days.
F. No separate measurement or payment shall be made for storm water pollution
prevention. Full compensation for conforming to the requirements of this section shall be
considered as included in the contract prices paid for the various contract items of work
and no additional compensation will be allowed.
PART 2 PRODUCTS
2.01 GENERAL
A. Erosion control products and materials shall be specified in the storm water prevention
plan and associated BMPs.
B. Products shall generally be locally sourced, certified weed free as appropriate, and shall
be 100% biodegradable.
C. Products shall conform to Section 13 Water Pollution Control of the current State
Standard Specifications.
PART 3 EXECUTION
3.01 GENERAL
A. Construction activities or land disturbing activities associated with the construction shall
not commence until after a Waste Discharge Identification (WDID) number for the project
is obtained.
B. Contractor shall be responsible for the placement and maintenance of all BMPs and
control measures measures required to ensure water quality compliance.
C. Construction shall conform to Section 13 Water Pollution Control of the current State
Standard Specifications.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 1
SECTION 01450
QUALITY CONTROL
PART 1 - GENERAL
1.01 SITE INVESTIGATION AND CONTROL
A. The Contractor shall verify all dimensions in the field and shall check all field conditions
continuously during construction. The Contractor shall be solely responsible for any
inaccuracies built into the Work.
B. The Contractor shall inspect related and appurtenant work and shall report in writing to
the Engineer, any conditions which will prevent proper completion of the Work. Any
required removal, repair, or replacement caused by the Contractor shall be done by the
Contractor’s work at its sole cost and expense.
1.02 INSPECTION OF THE WORK
A. General: The Work shall be conducted under the general observation of the Engineer
and shall be subject to inspection by representatives of the City to verify strict
compliance with the requirements of the Contract Documents.
B. The authorized representative of the Engineer on the project site shall be the Project
Engineer acting directly and through various inspectors at the site. The presence of the
Inspectors, however, shall not relieve the Contractor of the responsibility for the proper
execution of the Work in accordance with all requirements of the Contract Documents.
Compliance is distinctly a duty of the Contractor, and said duty shall not be avoided by
any act or omission on the part of the inspector(s).
C. All materials and articles furnished by the Contractor shall be subject to rigid inspection,
and no material or articles shall be used in the Work until it has been inspected and
accepted by the Engineer or the City.
D. Inspection at Place of Manufacture: Unless otherwise specified, all products, materials,
and equipment shall be subject to inspection by the Engineer at the place of
manufacture if deemed necessary by the Engineer.
E. The presence of the Engineer at the place of manufacture however, shall not relieve the
Contractor of the responsibility for furnishing products, materials, procedures and
equipment which comply with all requirements of the Contract Documents.
1.03 SAMPLING AND TESTING
A. Unless otherwise specified, all sampling and testing shall be in accordance with the
methods prescribed in the current standards of the ASTM or other specified published
standards, as applicable to the class and nature of the article or materials considered;
however, the City reserves the right to use any generally-accepted system of sampling
and testing which, in the opinion of the Engineer will indicate to the City that the quality
of the workmanship is in full accord with the Contract Documents.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 2
B. Any waiver by the City of any specific testing or other quality assurance measures,
whether or not such waiver is accompanied by a guarantee of substantial performance
as a relief from the specified testing or other quality assurance requirements as
originally specified, and whether or not such guarantee is accompanied by a
"performance bond" to assure execution of any necessary corrective or remedial Work,
shall not be construed as a waiver of any prescriptive or performance requirements of
the Contract Documents. "Performance Bond" as used herein is a separate bond in
addition to the Contract Performance Bond required in the General Conditions.
C. Notwithstanding the existence of such waiver, and in addition to any testing and
inspection performed by any other inspector on behalf of the City or any other public
agency having jurisdiction, the Engineer shall have the right to make independent
investigations and tests, and failure of any portion of the Work to meet any of the
requirements of the Contract Documents, shall be reasonable cause for the Engineer to
require the removal or correction and reconstruction of any such work in accordance
with the General Conditions.
1.04 TESTING AND INSPECTION SERVICES
A. Employ and pay for services of an independent testing agency or laboratory acceptable
to City to perform specified testing.
1. Prior to start of Work, submit testing laboratory name, address, and telephone
number, and names of full time specialist and responsible officer.
2. Submit copy of report of laboratory facilities inspection made by Materials
Reference Laboratory of National Bureau of Standards during most recent
inspection, with memorandum of remedies of deficiencies reported by inspection.
B. The independent firm will perform tests, inspections and other services specified in
individual specification sections and as required by the Engineer.
1. Laboratory: Authorized to operate in the State of California.
2. Laboratory Staff: Maintain full time specialist on staff to review services.
3. Testing Equipment: Calibrated at reasonable intervals with devices of accuracy
traceable to National Bureau of Standards or accepted values of natural physical
constants.
C. Testing, inspections and source quality control may occur on or off project site. Perform
off-site testing as required by the Engineer or City.
D. Reports will be submitted by an independent firm to the Engineer and Contractor,
indicating observations and results of tests and indicating compliance or non-
compliance with Contract Documents.
E. Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage, safe access, and assistance by incidental labor as requested.
1. Notify Engineer and independent firm 24 hours prior to expected time for
operations requiring services.
2. Make arrangements with independent firm and pay for additional samples and
tests required for Contractor's use.
F. Testing and employment of testing agency or laboratory shall not relieve Contractor of
obligation to perform Work in accordance with requirements of Contract Documents.
G. Re-testing or re-inspection required because of non-conformance to specified
requirements shall be performed by same independent firm on instructions by the
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 3
Engineer. Payment for re-testing or re-inspection is the sole responsibility of the
Contractor.
H. Agency Responsibilities:
1. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at site. Cooperate with Engineer and Contractor in
performance of services.
3. Perform specified sampling and testing of products in accordance with specified
standards.
4. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
5. Promptly notify the Engineer and Contractor of observed irregularities or non-
conformance of Work or products.
6. Perform additional tests required by the City or Engineer.
7. Attend preconstruction meetings and progress meetings on request.
I. Agency Reports: After each test, promptly submit one copy of the report to the Engineer
and to the Contractor. When requested by the Engineer, provide interpretation of test
results. Include the following:
1. Date issued.
2. Project title and number.
3. Name of inspector.
4. Date and time of sampling or inspection.
5. Identification of product and specifications section.
6. Location in Project.
7. Type of inspection or test.
8. Date of test.
9. Results of tests.
10. Conformance with Contract Documents.
J. Limits On Testing Authority:
1. Agency or laboratory may not release, revoke, alter, or enlarge on requirements
of Contract Documents.
2. Agency or laboratory may not approve or accept any portion of the Work.
3. Agency or laboratory may not assume duties of Contractor.
4. Agency or laboratory has no authority to stop the Work.
1.05 TESTING
A. All materials, equipment and work included in this contract shall be tested and
inspected to prove compliance with the contract requirements. Unless otherwise
specified, all costs of testing, including temporary facilities and connections, shall be
borne by the Contractor. No tests specified herein shall be applied until the item to be
tested has been inspected and approval given for the application of such test.
Tests and inspections shall include:
1. Factory tests.
2. The delivery acceptance test and inspections.
3. The installed tests and inspections of items as installed.
4. Tests and inspections, unless otherwise specified or accepted, shall be in
accordance with the recognized standards of the industry.
B. The form of evidence of satisfactory fulfillment of delivery acceptance test and of
installed test and inspection requirements shall be, at the discretion of the City, either
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 4
by tests and inspections carried out in the City’s presence or by certificates or reports of
tests and inspections carried out by approved persons or organizations. The Contractor
shall provide and use forms which include all test information, including specified
operational parameters, and shall be acceptable in content to the City.
C. Factory Observations and Tests. At the request of the City, the Contractor shall arrange
with the factory for the City or his/her representatives to observe the manufacturing
process and to witness performance tests at the factory or point of manufacture of any
and all items to be furnished as a part of this contract. The Contractor shall inform the
City in sufficient time to allow arrangements to be made for witness of manufacture and
tests. Where the City elects not to observe the manufacture or witness such tests, the
Contractor shall provide the City with certifications that the materials and equipment
meet the requirements of the specifications.
D. Delivery Acceptance Tests and Inspections. The delivery acceptance tests and
inspections shall be at the Contractor’s expense for any materials or equipment
specified herein and shall include the following:
1. Test of items at the place of manufacture during and/or on completion of
manufacture, comprising material tests, hydraulic pressure tests, electrical and
instrumentation subsystem tests; electric and operating tests, and inspections in
accordance with the relevant standards of the industry and more particularly as
detailed in individual clauses of these specifications to satisfy the City that the
items tested and inspected comply with the requirements of this contract.
2. Inspection of all items delivered at the site or to any authorized place of storage
in order that the City may be satisfied that such items are of the specified quality
and are in good order and condition at the tie of delivery. To that end, the
Contractor shall be prepared to remove all coverings, containers or crates to
permit the City to conduct the inspection. Should the City find, in his/her opinion,
indication of damage or deficient quality, the Contractor shall provide the
necessary documentation or conduct tests deemed necessary by the City to
demonstrate compliance.
E. Tests and Inspection. All materials and equipment shall be tested by the Contractor to
the satisfaction of the City before any facility is put into operation. Tests shall be as
specified in these specifications and shall be made to determine whether the materials
and equipment have been properly assembled, aligned, adjusted and connected. Any
changes, adjustments or replacements required to make the equipment operate as
specified shall be carried out by the Contractor as part of the work.
All gauges, meters, recorders and monitors shall be provided by the Contractor as
required by the City to supplement or augment the instrumentation system provided
under this contract to properly demonstrate that all materials and equipment fully satisfy
the requirements of these specifications. All devices employed for the purpose of
measuring the performance of the facility’s equipment and systems shall be specifically
selected to provide a level of uncertainty consistent with the variables to be monitored.
All instruments shall be recently calibrated, and the Contractor shall be prepared at all
times to demonstrate, through recalibration, the uncertainty of all instruments employed
for testing purposes. Calibration procedures shall be in accordance with applicable
standards of ASTM, ISA and IEEE. The adequacy of all gauges, meters, recorders and
monitors shall be subject to review of the City.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 5
1.06 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers
or manufacturers to provide qualified staff personnel to observe site conditions,
conditions of surfaces and installation, quality of workmanship, start-up of equipment,
and test, adjust and balance of equipment as applicable, and to initiate instructions
when necessary.
B. Submit qualifications of observer to the Engineer thirty (30) days in advance of required
observations. Observer subject to approval of Engineer.
C. Report observations and site decisions or instructions given to applicators or installers
that are supplemental or contrary to manufacturers' written instructions.
1.07 DEFECTIVE MATERIALS TO BE REMOVED
A. All materials not conforming to the requirements of these Specifications shall be
considered as defective; and all such materials, whether in place or not, shall be
rejected and shall be removed immediately from the site of the work.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 QUALITY CONTROL
SECTION 01450 - 6
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 MOBILIZATION/DEMOBILIZATION
SECTION 01505 - 1
SECTION 01505
MOBILIZATION / DEMOBILIZATION
PART 1 - GENERAL
1.01 SUMMARY
A. Mobilization / Demobilization shall include the obtaining of all bonds, insurance, permits,
and licenses; furnishing equipment, temporary buildings, leasing of temporary
equipment and material storage area, site cleanup and demobilization, and other
construction facilities; all as required for the proper performance and completion of the
Work. In addition to this specification, Section 11 “Mobilization”, paragraph 11-1.01
“Description” of the State Standard Specifications shall also apply to this Contract.
Mobilization shall include but not be limited to the following principal items:
1. Moving on to the site and furnishing equipment required for the operations.
2. Developing construction water supply.
3. Providing all on-site Contractor communication facilities, including telephones,
and radio pagers and any radio communications facilities required for the
Contractor to coordinate his forces.
4. Providing on-site sanitary facilities and potable water facilities as specified in
Section 01510, “Temporary Utilities and Facilities.”
5. Arrangement for and erection of Contractor’s work and storage yard, including
site security.
6. Obtaining all bonds, insurance, permits, and licenses.
7. Providing public outreach for the duration of the project, including, but not limited
to, pre-construction notices and construction area signage. Outreach to be
coordinated with the various submittals required by the Contractor for
coordination, traffic and pedestrian control, and general site controls for the
project.
B. Mobilization / Demobilization does not include costs associated with pumping, trench
shoring, and temporary traffic control nor dewatering.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 PUBLIC OUTREACH
A. Public Outreach
1. Providing public outreach for the duration of the project, including, but not limited
to, pre-construction notices, construction area signage, and weekly
communication with the City. Outreach to be coordinated with the various
submittals required by the Contract for coordination, traffic and pedestrian
control, and general site controls for the project.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 MOBILIZATION/DEMOBILIZATION
SECTION 01505 - 2
THIS PAGE INTENTIONALLY LEFT BLANK
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY UTILITIES AND FACITLITIES
SECTION 01510 - 1
SECTION 01510
TEMPORARY UTILITIES AND FACILITIES
PART 1 - GENERAL
1.01 SUMMARY
A. It shall be the Contractor's responsibility to provide labor and equipment that is
adequate for the performance of the Work under this Contract within the time specified.
All equipment shall be kept in satisfactory operating condition, shall be capable of safely
and efficiently performing the required Work.
1.02 POWER AND LIGHTING
A. Power: The Contractor shall provide all necessary temporary power, including fuel,
required for its operations under the Contract, including operation of bypass pumping,
dewatering, traffic control devices, lighting, etc., and shall provide and maintain all
temporary power lines required to perform the Work in a safe and satisfactory manner.
B. Construction Lighting: All Work conducted at night or under conditions of deficient
daylight shall be suitably lighted to insure proper Work and to afford adequate facilities
for inspection and safe working conditions. All construction lighting shall be shielded to
reduce light from affecting non-work areas.
C. Approval of Electrical Connections: All temporary connections for electricity shall be
subject to approval of the City, the Engineer and the power company representative,
and shall be removed in like manner at the Contractor's expense prior to final
acceptance of the Work by the City.
1.03 WATER SUPPLY
A. General: The Contractor shall be responsible for making necessary arrangements for
obtaining construction water, and shall include the cost of obtaining and use of water in
the various bid prices for the project.
1.04 SANITATION
A. Toilet Facilities: Fixed or portable chemical toilets shall be provided wherever needed
for the use of employees and shall be regularly maintained to provide clean, sanitary
conditions.
B. Sanitary and Other Organic Wastes: The Contractor shall establish a regular twice
weekly collection of all sanitary and organic wastes. All wastes and refuse from sanitary
facilities provided by the Contractor or organic material wastes from any other source
related to the Contractor's operations shall be disposed of away from the site in a
manner satisfactory to the Engineer and in accordance with all laws and regulations
pertaining thereto.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY UTILITIES AND FACITLITIES
SECTION 01510 - 2
1.05 STORM WATER PREVENTION POLLUTION PLAN
A. Execute and comply with the Storm Water Pollution Prevention Plan (SWPPP)
requirements, Section 01356.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 1
SECTION 01555
TEMPORARY TRAFFIC CONTROL SYSTEMS
PART 1 - GENERAL
1.01 SUMMARY
A. Contractor is responsible for site-wide temporary traffic control provisions.
1.02 SUBMITTALS
A. Administrative Submittals: Copies of permits and approvals for construction as required
by Laws and Regulations and governing agencies.
B. Shop Drawings:
1. Traffic Control, Detour & Routing Plans, Pedestrian Control, and School Zone
Access & Pedestrian Control Plans: As specified herein, and proposed revisions
thereto. Submittals shall consider both the standard workday and nighttime
operations.
C. Traffic Control Engineer: Qualifications of proposed traffic control engineer.
1.03 VEHICULAR TRAFFIC
A. Traffic Control Plan: Detailed traffic control plans shall show the locations of traffic
cones, k-rail, construction zones, flaggers, stored pipe and materials, construction truck
access, barricades, detours, signs, changeable message boards, and other traffic
control facilities. Submit traffic control plans five (5) working days prior to start of
construction and throughout all construction stages as the Work progresses.
B. Regional Traffic Management Plan: Regional traffic control plans shall show the
locations of access routes, closures, detours, temporary traffic signs, construction
signage, changeable message boards, and other regional traffic control facilities. Plan
shall show and accommodate adjacent projects. Submit traffic control plans five (5)
working days prior to start of construction and throughout all construction stages as the
Work progresses.
C. Traffic Routing Plan: Show sequences of construction affecting the use of roadways,
time required for each phase of the Work, provisions for decking over excavations and
phasing of operations to provide necessary access, and plans for signing, signaling,
barricading, and striping to provide passages for pedestrians and vehicles. Include
schedule for covering traffic control signs (including detour signs) when not in use and
uncovering just prior to use. Show applicable signs for each individual construction
stage.
D. Each afternoon at 3 p.m., meet with City or its designated representative to describe the
following day's construction operations and the traffic control provisions. At each
meeting, submit a detailed update of traffic control provisions and construction crew
locations. This shall be submitted in hardcopy and electronic form using a Word file.
The update shall contain a list of signs and the time and location for covering and
uncovering signs.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 2
1.04 PEDESTRIAN TRAFFIC
A. A “School Zone” Access & Pedestrian Control Plan shall be developed and
implemented by the Traffic Control Engineer for the extents of the project. Pedestrian
access shall be provided through or adjacent to the site throughout the duration of the
project.
1.05 TRAFFIC CONTROL ENGINEER
A. The Traffic Control Plans and updates shall be prepared and presented by a registered
Civil Engineer with expertise in traffic control (hereinafter designated as the Traffic
Control Engineer). The Traffic Control Engineer shall develop and update Traffic
Control Plans, oversee the field implementation of Traffic Control Plans, and provide
quality assurance for compliance with traffic control procedures.
B. Each evening and morning, signs shall be covered and uncovered as needed to inform
the public of roadway closures, detours, work zones, and other traffic information. Each
evening just before crews leave, all signs not required shall be covered and all signs
required shall be uncovered. Each morning before start of construction, all signs not
required shall be covered and all signs required shall be uncovered. The Traffic Control
Engineer shall oversee the covering and uncovering of signs each evening and
morning.
C. Traffic Control Engineer shall be responsible for verifying that property owner/occupant
notifications are made in accordance with Contract requirements.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 TRAFFIC CONTROL
A. Traffic control shall be done in accordance with the Traffic Constraints Drawings,
Caltrans Standard Plans & Specifications, and the California Manual on Uniform Traffic
Control Devices (California MUTCD) and the City of Rohnert Park’s Traffic Design
Standards and Detail Drawings for Public Improvements.
B. Non-closure traffic control: Work that interferes with public traffic, either one-lane or
two-lane traffic, shall not cause any traffic delays to public traffic between 7 a.m. to 8:30
a.m., nor more than 5-minute delays to public traffic between the hours of 8:30 a.m. to
4:30 p.m. Local traffic shall not be delayed at any time for more than 5 minutes. School
buses shall not be delayed for more than 1 minute. During non-working hours,
Saturdays, Sundays, and holidays, the full width of the traveled way in both directions
shall be open for use by the public, unless approved for closure. Where road is closed
to through traffic, full width of the roadway shall be open for local traffic during non-
working hours. During working hours, one lane of the roadway shall be open for local
traffic in both directions except as permitted in advance by the Engineer. Holidays shall
be those designated by the City of Rohnert Park.
1. Emergency Response Vehicles shall not be impeded at any time.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 3
C. Work Hours: (No work shall commence before 8:00 A.M. and all the work shall be
completed no later than 6:00 P.M. with the exception of permitted nighttime work. Work
hours shall be further limited to daylight hours. Daylight hours are defined as 1/2 hour
after sunrise and 1/2 hour before Sunset. Work will be allowed on Saturdays.
D. Contractor shall fill or plate the trench at the end of each working day. Trench plates
shall be textured to inhibit skidding. Use cold-patch or other means to feather transition
at 3.3 percent (30:1) to plates. Where pit operations remain unfilled, steel plating shall
be provided during non-working hours.
E. Traffic Control Engineer shall provide routine surveillance of project during non-working
hours. Contractor shall provide the name and phone number for the Contractor’s
contact person for nighttime project operations. Replacement of non-working or stolen
controls is required prior to commencing with construction.
F. Minimum lane width during construction shall be 11 feet, unless noted otherwise.
1. Nearest travel lane edge (tubular marker delineators) shall be no less than 8 feet
from the edge of open trench. Contractor shall use K-Rail if 8 foot cannot be
maintained
2. Where cones are used to separate traffic lane from construction zone, do not use
traffic lane for accessing construction zone and do not store materials or
equipment on or near shoulder of traffic lane side of roadway.
G. Whenever it is necessary to cross, close, or obstruct driveways and walks, whether
public or private, provide and maintain suitable and safe bridges, detours, or other
temporary expedients for accommodation of public and private travel.
H. Driveway and Private Road Closures: Maintain satisfactory means of exit for persons
residing or having occasion to transact business along the route of the Work. If it is
necessary to close off vehicular access to property for periods greater than 2 hours,
provide written notice to each owner/occupant so affected, 3 days prior to such closure.
Steel traffic plates shall be readily accessible in case of emergency. All driveways that
become inaccessible during the work day shall be fully accessible by the end of the
day.
I. Maintain top of backfilled trenches before they are paved to allow normal vehicular
traffic to pass over. Provide temporary access driveways where required. Cleanup
operations shall follow immediately behind backfilling.
J. Notify the fire department, police/sheriff department, highway patrol, ambulance
service, local school district, post office, refuse companies and transit agencies five (5)
working days before closing roadway or portion thereof. Notify said departments or
agencies when streets are again passable for vehicles. Conduct operations with the
least interference to fire equipment access, and at no time prevent such access.
Furnish Contractor’s night emergency telephone numbers to the police or sheriff's
department.
K. As applicable, move mailboxes to temporary locations accessible to postal service and
on completion of Work in each area, replace them in their original location and in a
condition equal to or better than original.
L. As applicable, Contractor shall move property owners’ (residents’) garbage and recycle
cans to areas accessible for garbage and recycle pick up. Garbage and recycle cans
shall be returned to owners’ driveway after pick up.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 4
M. Pedestrian and bicycle access along sidewalks and streets will be kept open and safe
from construction activities, however necessary closures shall be detour and signed
appropriately, per a Pedestrian Control Plan, where applicable.
N. Coordination: Coordinate traffic routing with that of others working in the same or
adjacent areas. Coordinate access for garbage pick up, mail delivery, and school
buses.
O. Barricades and Lights:
1. Provide as shown on the Traffic Control Plans and in sufficient quantity to
safeguard public and Work.
2. Provide as necessary to prevent unauthorized entry to construction areas and
affected roads, streets, and alleyways, inside and outside of fenced area, and as
required to ensure public safety and the safety of Contractor’s employees, other
employer's employees, and others who may be affected by the Work.
3. Provide to protect existing facilities and adjacent properties from potential
damage.
4. Locate to enable access by facility operators and property owners.
5. Protect streets, roads, highways, and other public thoroughfares that are closed
to traffic by effective barricades with acceptable warning signs.
6. Locate barricades at the nearest intersecting public thoroughfare on each side of
the blocked section and at any additional locations indicated on the Traffic
Control Plan.
P. Temporary Pavement Markings:
1. Temporary Pavement Delineation: Whenever Contractor’s operations reduce
visibility of pavement delineation (lane lines, either pavement markers or painted
lines or both, or temporary delineation) and pavement marking, such pavement
delineation and pavement marking shall be replaced by either permanent or
temporary delineation and marking before opening the traveled way to public
traffic. Temporary delineation and marking shall consist of reflective traffic tape or
reflective pavement markers, as determined by Engineer. Reflective tape for
temporary delineation shall be applied in pieces not less than 24 inches long, or
less than 4 inches wide, spaced no more than 24 feet apart. Reflective tape for
pavement markings shall be placed to approximate the obliterated pavement
markings, as determined by Engineer. Reflective traffic tape or reflective
pavement markers shall be applied in accordance with the manufacturer's
instructions. In areas where construction activity removes the pavement,
Contractor shall use portable delineators (18 inches high by 2 inches wide) to
designated travel lanes. Portable delineators shall be in accordance with the
State Standard Specifications. Once asphalt "plugging" of trench and damaged
areas is complete, pavement markings and striping shall be replaced. Temporary
pavement delineation shall be maintained by Contractor, at his own expense,
until it is replaced with permanent delineation. Final pavement markings and
striping shall be done after completion of overlay.
Q. Signs and Equipment:
1. Traffic control signs and equipment shall be placed as shown on Traffic
Constraint Drawings and as directed by the City.
2. Contractor shall maintain existing traffic control signs during construction.
Roadway facilities and signs shall be protected in accordance with Section 15-
1.02 and 7-1.11 of the State Standard Specifications.
3. Portable TOW-AWAY-NO STOPPING Signs: Place where approved by police or
California Highway Patrol.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 5
4. TOW-AWAY-NO STOPPING signs shall reference (City of Rohnert Park
Municipal Code 10.40) and shall be posted seventy-two (72) hours prior to
construction activity requiring removal.
5. Portable BUSINESSES ARE OPEN Signs: Place at accesses to businesses in
the vicinity of construction activities.
6. Tubular Markers or Traffic Safety Drums: Provide to delineate traffic lanes to
guide and separate traffic movements.
7. Provide at obstructions, such as material piles and equipment, as directed by
Engineer.
8. Illuminate barricades and obstructions with warning lights from sunset to sunrise,
or as directed by Engineer.
9. Use to alert general public of construction hazards, which would include surface
irregularities, unramped walkways, grade changes, and trenches or excavations
in roadways and in other public access areas.
10. Post-mount informational signs (all ends of detour and throughout detour vicinity)
of detour 5 working days before detouring any traffic as to the date, time, and
duration of the detour. Sign shall be stenciled with 6-inch black letters on a retro-
reflective orange background. Signs shall meet Caltrans specifications.
11. Place solar powered barricade-type lights on DETOUR signs and construction
speed limit signs.
12. All portable and night use signs shall use "diamond" grade reflective lettering.
13. Detour signs shall be covered when not in use and uncovered just prior to use.
Detour signs shall be covered with wood or metal. The use of easily displaced
material such as plastic bags, burlap sacks, duct tape, etc. is not acceptable. All
signs that are not applicable to the current construction stage shall be removed
or covered.
R. At each road closure barricade, a flagger shall be provided. For each single-lane
closure, flaggers shall be provided for each crew. Flaggers shall have radios for
communication with other flaggers and with crew foremen. Flaggers shall not leave their
posts unattended for any length of time. Provide replacement flaggers as required for
continuous coverage.
S. Payment Reductions:
1. Owner reserves the right to retain amounts for non-compliance with the
requirements of Section 01555, “Traffic Control”, and Section 01560, “Protection
of Existing Facilities”, as follows:
a. Non-compliance related to safety for workers or the traveling public:
1) First non-compliance: $1,000.
2) Second non-compliance: $5,000.
3) Third non-compliance: $10,000.
4) Fourth and subsequent non-compliances, each: $25,000.
b. Safety related non-compliance relates to lack of k-rail, cones, barricades,
light towers, reflective vests, delineators, flaggers, temporary or permanent
striping, crash cushions, emergency access, warning signage, non-skid
plates, sufficient clearance of stored pipe, dirt and mud free roads, or to
other conditions such as uneven roads that endanger workers or the
traveling public.
c. Non-compliance related to work hours in City right-of-way:
1) $100 for each minute beyond the work hour limits.
d. Non-compliance related to disruption of the traveling public other than work
hour non-compliance:
1) First non-compliance: $0.
2) Second non-compliance: $500.
3) Third non-compliance: $1,000.
4) Fourth and subsequent non-compliances, each: $5,000.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 TEMPORARY TRAFFIC CONTROL SYSTEMS
SECTION 01555 - 6
e. Non-compliance related to disruption of the traveling public relates to lack
of informational or detour signage, failure to cover or uncover signs, failure
to meet sequencing and completion. requirements of pipeline segments
and locations, or to other conditions that give rise to disruption of the public
such as blocked driveways, any delay to a school bus greater than 1
minute or delays related to lack of flaggers or radios.
f. If non-complying work items are not corrected in the timeframe designated
by Engineer, the City may perform the Work. For such Work, the cost, plus
100 percent for administration and overhead, will be retained from
payments. This amount is in addition to the amounts indicated above.
g. Amounts retained shall be credited to the Owner through a Change Order
to the Contract.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 1
SECTION 01560
PROTECTION OF EXISTING FACILITIES
PART 1 - GENERAL
1.01 SUMMARY
A. The Contractor shall protect all existing utilities and all other improvements not
designated for removal and shall restore damaged or temporarily relocated utilities and
improvements to a condition equal to or better than they were prior to such damage or
temporary relocation, all in accordance with requirements of the Contract Documents.
B. The Contractor shall verify the exact locations and depths of all utilities shown and the
Contractor shall make exploratory excavations of all utilities that may interfere with the
Work. All such exploratory excavations shall be performed as soon as practical after
award of contract and, in any event, a sufficient time in advance of construction to avoid
possible delays to the Contractor's work. When such exploratory excavations show the
utility location as shown to be in error, the Contractor shall so notify the Engineer, and
shall incorporate updated utility locations into the project record drawings.
C. In the event it is necessary to respond with City crew in lieu of the Contractor to repair
damages done to any City facilities caused by the Contractor’s operations or as a
consequences thereof, there shall be a minimum mobilization cost fee of $500 for
administrative overhead, billing and equipment use in addition to the actual hourly
overhead rate (including benefits) billed for City employees and any materials costs. The
Contractor shall be obligated to pay this amount separately to the City prior to the
completion of the project and retention payment. The use of City crews will be at the
discretion of the City.
D. If a hazardous condition is observed and the City notifies the Contractor either directly or
by telephone, the Contractor shall correct the condition immediately. If the Contractor
fails to correct the condition immediately, the City reserves the right to call a local
supplier(s) or Contractor to install the necessary measures such as lights, barricades,
etc. The cost involved shall be deducted from any money due (or to become due) to the
Contractor.
E. Contractor shall perform a preconstruction photo survey to document the condition of
existing improvements. The Contractor shall be responsible to adequately document the
condition for size, kind, quantity and the extent of existing improvements. Photographs
shall be for the purpose of documenting the pre-existing condition at the site of work. All
surveys shall be delivered to the City prior to commencing work. In the absence of
adequate preconstruction documentation, the Engineer’s judgment shall be final.
F. Contractor shall perform an initial survey of survey monuments within the work area,
accompanied by a Licensed Surveyor. The Surveyor shall establish the position of
monuments to be reset.
1.02 RIGHTS-OF-WAY
A. The Contractor shall not do any work that would affect any gas, sewer, storm drain,
waterline, recycled waterline, telephone, railroad, or electric line, any fence, or any other
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 2
structure, nor shall the Contractor enter upon the rights-of-way involved until notified by
the Engineer that the City has secured authority therefore from the proper party. After
authority has been obtained, the Contractor shall give said party due notice of its
intention to begin work, and shall give said party convenient access during the
Contractor’s work. When two or more contracts are being executed at one time on the
same or adjacent land in such manner that work on one contract may interfere with that
on another, the City shall determine the sequence and order of the Work. When the
territory of one contract is the necessary or convenient means of access for the
execution of another contract, such privilege of access or any other reasonable privilege
may be granted by the City to the Contractor so desiring, to the extent, amount, in the
manner, and at the times permitted. No such decisions as to the method or time of
conducting the Work or the use of territory shall be made the basis of any claim for delay
or damage, except as provided for temporary suspension of the Work.
1.03 PROTECTION OF STREET OR ROADWAY MARKERS
A. The Contractor shall not destroy, remove, or otherwise disturb any existing survey
markers or other existing street or roadway markers without proper authorization. No
pavement breaking or excavation shall be started until all survey or other permanent
marker points that will be disturbed by the construction operations have been properly
referenced for easy and accurate restoration. It shall be the Contractor's responsibility to
notify the proper representatives of the City of the time and location that work will be
done. Such notification shall be sufficiently in advance of construction so that there will
be no delay due to waiting for survey points to be satisfactorily referenced for
restoration.
B. If monuments are disturbed by the Contractor, the Contractor shall hire a licensed
surveyor to prepare and process a corner record or record of survey as appropriate
through the City to reset the monuments. Surveyor records shall show the position of
replacement monuments and post construction position of other monuments within the
work area post-construction. The cost of preparing the necessary survey documents,
processing the survey documents, and resetting the monuments shall be paid for by the
Contractor. This work shall be completed prior to project acceptance and additional
monies will be withheld for this work prior to the release of retention.
1.04 RESTORATION OF PAVEMENT
A. General: All paved areas including asphaltic concrete berms cut or damaged during
construction shall be replaced with similar materials and of equal thickness to match the
existing adjacent undisturbed areas, except where specific resurfacing requirements
have been called for in the Contract Documents or in the requirements of the agency
issuing the permit. All temporary and permanent pavement shall conform to the
requirements of the affected pavement owner. All pavements which are subject to partial
removal shall be neatly saw cut in straight lines.
B. Restoration of Sidewalks or Private Driveways: Wherever sidewalks or private roads
have been removed or damaged during construction, the Contractor shall place suitable
temporary sidewalks or roadways promptly after backfilling and shall maintain them in
satisfactory condition for the period of time fixed by the authorities having jurisdiction
over the affected portions before proceeding with the final restoration or, if no such
period of times is so fixed, the Contractor shall maintain said temporary sidewalks or
roadways until the final restoration thereof has been made.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 3
1.05 EXISTING UTILITIES AND IMPROVEMENTS
A. General: The Contractor shall protect all Underground Utilities and other improvements
which may be impaired during construction operations. It shall be the Contractor's
responsibility to ascertain the actual location of all existing utilities and other
improvements that will be encountered in its construction operations, and to see that
such utilities or other improvements are adequately protected from damage due to such
operations. The Contractor shall take all possible precautions for the protection of utility
lines to provide for uninterrupted service and to provide such special protection as may
be necessary. Protection of existing utilities may include soil stabilization.
B. Culverts: Existing culverts in and adjacent to the work area shall be protected from
disturbance by the Contractor’s activities relating to the Work. The Engineer shall be
notified immediately if an existing culvert is disturbed as a result of construction
activities. All costs associated with disturbing existing culverts shall be borne by the
Contractor.
C. Utilities to be Moved: In case it shall be necessary to move the property of any public
utility or franchise holder, such utility company or franchise holder will, upon request of
the Contractor, be notified by the City to move such property within a specified
reasonable time. When utility lines that are to be removed are encountered within the
area of operations, the Contractor shall notify the Engineer a sufficient time in advance
for the necessary measures to be taken to prevent interruption of service.
D. Where the proper completion of the Work requires the temporary or permanent removal
and/or relocation of an existing utility or other improvement which is shown the
Contractor shall remove and, without unnecessary delay, temporarily replace or relocate
such utility or the facility. In all cases of such temporary removal or relocation,
restoration to former location shall be accomplished by the Contractor in a manner that
will restore or replace the utility or improvement to its former location and in new
condition.
E. City's Right of Access: The right is reserved to the City and to the owners of public
utilities and franchises to enter at any time upon any public street, alley, right-of-way, or
easement for the purpose of making changes in their property made necessary by the
Work of this Contract.
F. Underground Utilities Shown or Indicated: Existing utility lines that are shown or the
locations of which are made known to the Contractor prior to excavation and that are to
be retained, and all utility lines that are constructed during excavation operations shall
be protected from damage during excavation and backfilling and, if damaged, shall be
immediately repaired by the Contractor.
G. Underground Utilities Not Shown or Indicated: Contractor is responsible to verify location
of all utilities, whether shown in the plans or not. All costs for locating, replacement
and/or repair of existing utilities shall be borne by the Contractor.
H. In the event that the Contractor damages any existing utility lines, a written report
thereof shall be made immediately to the Engineer.
I. Approval of Repairs: All repairs to a damaged improvement are subject to inspection
and approval by an authorized representative of the improvement owner before being
concealed by backfill or other work.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 4
J. Maintaining in Service: All oil and gasoline pipelines, power, and telephone or other
communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm
drain lines, poles, and overhead power and communication wires and cables
encountered along the line of the Work shall remain continuously in service during all
the operations under the Contract, unless other arrangements satisfactory to the
Engineer are made with the owner of said pipelines, duct, main, irrigation line, sewer,
storm drain, pole, or wire or cable. The Contractor shall be responsible for and shall
repair all damage due to the Contractor’s operations, and the provisions of this Section
shall not be abated even in the event such damage occurs after backfilling or is not
discovered until after completion of the backfilling.
K. Special care shall be taken by the Contractor to protect adjacent public or private
properties, improvements, utilities facilities, lawns, landscape features and landscape
irrigation and shrubbery from damage. Any such objects or improvements even if not
identified on plans that are damaged, shall be replaced or restored in kind by the
Contractor, at his own expense, to the satisfaction of the Engineer.
1.06 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS
A. General: The Contractor shall exercise all necessary precautions so as not to damage
or destroy any trees or shrubs, including those lying within street rights-of-way and
project limits, and shall not trim or remove any trees unless such trees have been
approved for trimming or removal by the City or other jurisdictional agency. All existing
trees and shrubs which are damaged during construction shall be trimmed or replaced
by the Contractor or a certified tree company hired by the Contractor to the satisfaction
of the City and/or agency. Tree trimming and replacement shall be accomplished in
accordance with the following paragraphs.
B. Trimming: The natural shape and form of the tree shall be preserved and enhanced; no
stubs or splits or torn branches left; no topping or drop crotching; and clean cuts shall be
made close to the trunk or large branches.
C. Replacement: The Contractor shall immediately notify the City and/or other jurisdictional
agency if any tree is damaged by the Contractor's operations. If, in the opinion of the
City or said other agency, the damage is such that replacement is necessary, the
Contractor shall replace the tree at its own expense. Replacement tree(s) shall be 24-
inch box Crape Myrtle (Lagerstroemia). The size of the trees shall be not less than 1-
inch diameter nor less than 6 feet in height. Replacement landscaping ground cover
shall be creeping manzanita (Arctostaphylos ‘emerald carpet’). Fines will be assessed
against the Contractor for trees removed without the City's prior written approval. The
minimum amount of fine or restitution to the City will be the replacement of the tree
removed, with one of equal or greater size and maturity and as approved by the City.
Larger fines may be assessed against the Contractor depending upon the
circumstances and type of tree removed, especially in the case of oak trees, and/or
those trees listed on the City of Rohnert Park's and/or County of Sonoma’s Historical
Tree Lists.
D. Any roots encountered greater than 2-inches in diameter shall be performed under the
direct supervision of and in conformance with the recommendations of an arborist
certified by the Western Chapter of the International Society of Arboriculture. It is a
responsibility of the Contractor to obtain a certified arborist at their expense.
E. Any brush trimming is to be performed with a certified arborist obtained at the expense
of the Contractor.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 5
F. The Contractor shall furnish all tools and equipment and employ sufficient trained
personnel to operate all equipment and perform all handwork efficiently and skillfully.
G. The Contractor shall be held responsible for any damage to trees, vegetation, or private
property caused by its construction operations.
H. The Contractor shall be aware of existing utilities located under existing trees and/or tree
stumps. Contractor shall be responsible for the removal of the tree base and roots to
allow proper installation of all project improvements, as well as preservation of the
existing utilities (i.e. gas, electrical lines).
1.07 NOTIFICATION BY THE CONTRACTOR
A. Prior to any excavation in the vicinity of any existing underground facilities, including all
water, sewer, storm drain, gas, petroleum products, or other pipelines; all buried electric
power, communications, or television cables; all traffic signal and street lighting facilities;
and all roadway and state highway rights-of-way the Contractor shall notify the
Underground Service Alert agency and the respective authorities representing the
owners or agencies responsible for such underground facilities not less than 48 hours
prior to excavation so that a representative of said owners or agencies can be present
during such work if they so desire.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROTECTION OF EXISTING FACILITIES
SECTION 01560 - 6
THIS PAGE LEFT INTENTIONALLY BLANK
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PRODUCT REQUIREMENTS
SECTION 01600 - 1
SECTION 01600
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Products.
B. Product delivery requirements.
C. Product storage and handling requirements.
D. Product options.
E. Product substitution procedures.
F. Equipment electrical characteristics and components.
G. Name plates and tags.
1.02 PRODUCTS
A. Furnish products of qualified manufacturers suitable for intended use. Furnish products
of each type by single manufacturer unless specified otherwise.
B. The work, unless otherwise permitted or approved by the City, shall be completed with
the incorporated use of equipment, materials and/or products where such are specified.
Application for substitutions and equal alternatives will be permitted as provided in this
article; however, neither the request for substitution nor the offer of alternatives shall in
any way by their submittal obligate the City to assent to any request or offer. Failure of
the Contractor awarded the work to either submit request for substitutions or to offer
alternatives within the required times provided in this General Condition will be
considered as evidence that the work shall be accomplished with trade-named
equipment, materials and/or products as identified in the Technical Provisions and/or
the Project Drawings.
C. Unless otherwise provided elsewhere in the Contract, all equipment, materials and/or
products incorporated into the work shall be new and, where not specified, shall be of
the highest quality of the respective kinds for the intended use, and all installation shall
meet or exceed applicable construction industry standards and practices. If equipment,
materials and/or products are designated by listing named manufacturers of particular
equipment, materials and/or products followed by the words “or equal”, then the
Contractor may furnish the named equipment, materials and/or products or any equal
equipment, materials and/or products. The first named manufacturer or particular
equipment, materials and/or products is the basis for the design shown on the Project
Drawings. A subsequently named manufacturer of particular equipment, materials
and/or products has been determined to be an acceptable substitution but may require
modifications in the Project’s design and its ultimate construction to accommodate its
use. If such subsequently named items are selected by the Contractor for incorporation
into the work, the Contractor shall assume all costs required for modifications to the
equipment, materials and/or products, and the Project design and construction as may
be required for said items’ use. Substitutions for an unnamed “equal” item of material
shall be permitted upon compliance with the procedures set forth herein. If a Contractor
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PRODUCT REQUIREMENTS
SECTION 01600 - 2
makes use of an unnamed “equal” product as a substitute for a specifically named
material or product, the Contractor shall assume all costs required to make the
necessary revisions or modifications to accommodate the use of said unnamed product.
D. Before beginning the work and as soon as possible after award of the Contract, the
Contractor shall submit a List of Materials to the City for review. The List shall include
all items of equipment, materials and/or products to be incorporated into the work and
the names of suppliers with whom purchase orders have been placed. The names on
the List shall be arranged in the same order as in the specifications, and shall contain
sufficient data to identify precisely the items of equipment, materials and/or products the
Contractor proposes to furnish. The List shall include specification or Project Drawing
references. Once the submission is determined to be acceptable to the City, it shall be
returned to the Contractor.
E. If required by the City, the Contractor shall furnish sample specimens of materials
proposed to be furnished.
1.03 PRODUCT DELIVERY REQUIREMENTS
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to ensure products comply with requirements, quantities
are correct, and products are undamaged.
C. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
D. Packing and Marking: All equipment shall be adequately and effectively protected
against damage from moisture, dust, handling or other cause during transport from
manufacturer’s premises to site. Each item or package shall be clearly marked with the
equipment number unique to the specification reference covering the item. Each
separate portion of plant shall receive, as far as practicable, a fitting or distinguishing
mark which shall be shown on the packing lists.
E. Stiffeners shall be used where necessary to maintain shapes and to give rigidity. Parts
of equipment shall be delivered in assembled or sub-assembled units where possible.
F. The City’s personnel or representatives of the City will not accept materials or
equipment deliveries for the Contractor.
1.04 PRODUCT STORAGE AND HANDLING REQUIREMENTS
A. Store and protect products in accordance with manufacturers' instructions.
B. Store with seals and labels intact and legible.
C. For exterior storage of fabricated products, place on sloped supports above ground.
D. Provide bonded off-site storage and protection when construction staging areas do not
provide on-site storage and protection.
E. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to prevent condensation and degradation of products.
F. Store loose granular materials on solid flat surfaces in well-drained area. Prevent
mixing with foreign matter.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PRODUCT REQUIREMENTS
SECTION 01600 - 3
G. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
H. Arrange storage of products to permit access for inspection by the City. Periodically
inspect to verify products are undamaged and are maintained in acceptable condition.
I. The Contractor shall be responsible for the equipment included in this contract until it
has been finally inspected, tested, and accepted in accordance with the requirements of
these specifications.
J. The Contractor shall make his/her own provisions for properly storing and protecting all
material and equipment against theft, injury or damage from any and all causes.
K. Materials and equipment shall be shipped, handled, stored and installed by methods
which will prevent damage to the items. Damaged items will not be permitted as part of
the work except in cases of minor damage that have been satisfactorily repaired and
are acceptable to the City.
L. After installation, equipment shall be protected from damage, including but not limited
to, dust, abrasive particles, debris and dirt generated by the placement, chipping,
sandblasting, cutting, finishing and grinding of new or existing concrete, terrazzo and
metal; and the fumes, particulate matter and splatter from welding, traffic including
vehicle and pedestrian, brazing and painting of new or existing piping and equipment.
M. The Contractor is advised that at a minimum, vacuum cleaning, blower with filters,
protective shielding, and other dust suppression methods will be required at all times to
adequately protect all equipment.
N. During concreting, including finishing, all equipment that may be affected by cement
dust must be completely covered.
O. During painting operations, all grease fittings and similar openings shall be covered to
prevent the entry of paint.
1.5 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any product
meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of one of
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with Provision for
Substitutions: Submit request for substitution for any manufacturer not named in
accordance with the following article.
1.6 PRODUCT SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions
during bidding period to requirements specified in this section.
PART 2 - PRODUCTS
Not Used
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PRODUCT REQUIREMENTS
SECTION 01600 - 4
PART 3 - EXECUTION
3.1 INSTALLATION
A. Materials and equipment shall be installed in accordance with the manufacturer’s
recommendations and requirements.
B. Materials and equipment shall be installed by specialists properly skilled in the trades
and professions required to assure first-class installation. Where required by detailed
specifications, the Contractor shall cause the installation of specific equipment items to
be accomplished under the supervision of factory-trained installation specialists
furnished by equipment manufacturers. The Contractor shall be prepared to document
the skills and training of all workers engaged in the installation of all equipment
furnished by the Contractor or the City.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROJECT CLOSEOUT
SECTION 01770 - 1
SECTION 01770
PROJECT CLOSEOUT
PART 1 - GENERAL
1.01 FINAL CLEANUP
A. The Contractor shall promptly remove all rubbish, debris, unused materials, concrete
forms, construction equipment, and temporary structures and facilities used during
construction. Final acceptance of the Work by the City will be withheld until the
Contractor has satisfactorily complied with the foregoing requirements for final cleanup
of the project site and any construction staging areas.
1.02 CLOSEOUT TIMETABLE
A. The Contractor shall establish dates for testing and acceptance periods, (as required
under the Contract). Such dates shall be established not less than two (2) weeks prior
to beginning any of the foregoing items, to allow the City, the Engineer, and their
authorized representatives and consultants sufficient time to schedule attendance at
such activities.
B. All temporary buildings, including field offices, storage buildings, and sheds shall be
removed from the project site within seven (7) days after completion of the Work. All
temporary services such as water, power, utilities, service contracts, pager contracts,
telephones, and other temporary services shall remain in service for seven (7) days
following execution of a Notice of Completion of the Work by the City, and shall be
discontinued within seven (7) days after said execution of a Notice of Completion of the
Work.
1.03 FINAL SUBMITTALS
A. The Contractor, prior to requesting its final progress payment, shall submit the following
items to the Engineer:
1. Written guarantees or warranties.
2. Completed final Record Drawings.
3. Certificates of inspection and acceptance by local governing agencies having
jurisdiction.
4. Releases executed by property owners adjacent to the project site attesting that
the Contractor has restored any damage done to their property during
construction.
5. Releases from all parties who are entitled to claims against the subject project,
property, or improvement pursuant to the provisions of law.
6. Submit written certification that Contract Documents have been reviewed, Work
has been inspected, and that Work is complete in accordance with Contract
Documents and ready for Engineer’s review.
7. Final reports from laboratory testing facilities.
1.04 COMPLETION OF THE WORK
A. The date of substantial completion of the Project shall be the date when the
construction is sufficiently completed, in accordance with the Contract Documents, as
modified by any change orders agreed to by the parties, so that the City can occupy or
utilize the project for the use for which it was intended, and the legislative body of the
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROJECT CLOSEOUT
SECTION 01770 - 2
City has accepted the Project as evidenced by execution and recording of a Notice of
Completion.
1.05 REMAINING PUNCH LIST ITEMS
A. Upon attaining substantial completion and upon acceptance of the Work by the City, by
agreement between the parties some small remaining punch list items may remain to
be completed by the Contractor, as provided under the provisions for "Completion of the
Work" in Paragraph 1.04A, herein.
B. As provided in the General Conditions, the City shall have the right to retain an
additional amount of money from the final progress payment due the Contractor, equal
to 150 percent of the Engineer's estimate of the value of such uncompleted punch list
items.
C. Failure of the Contractor to complete or correct all such outstanding punch list work to
the satisfaction of the Engineer shall constitute a waiver by the Contractor of all rights to
any and all claims it may have to all monies withheld by the City under the Contract to
cover the value of such uncompleted or uncorrected items.
1.06 MAINTENANCE, CORRECTION AND REPAIR PERIOD
A. The Contractor shall comply with the correction and repair requirements contained in
the General Conditions.
B. Replacement of fill or backfill, where it has settled below the required finish elevations,
shall be considered as a part of such required repair work, and any repair or resurfacing
constructed by the Contractor which becomes necessary by reason of such settlement
shall likewise be considered as a part of such required repair work unless the
Contractor shall have obtained a statement in writing from the affected private owner or
public agency releasing the City from further responsibility and liability in connection
with such repair or resurfacing.
C. The Contractor shall make all repairs and replacements promptly upon receipt of written
order from the City. If the Contractor fails to make such repairs or replacements
promptly, the City reserves the right to do the work or to have the work done by others
and the Contractor and its Surety shall be liable to the City for the cost thereof.
1.07 VERIFICATION PERIOD AND BENEFICIAL OCCUPANCY
A. Prior to completion of all items on the punchlist, the Contractor may request the start of
the verification period. The verification period will start only after the Contractor has put
the mechanical/electrical system into operation and after the City has checked that
these systems are operating satisfactorily. The verification period will run for thirty (30)
calendar days, during which time the Contractor shall be responsible for operation and
maintenance of all systems. If, at the end of the 30-day verification period, the City
determines that the mechanical/electrical systems which are being verified are
operating satisfactorily, the City will take over operation of these systems.
B. All warranties for materials and equipment shall commence only upon formal
acceptance by the City of the entire job or of a portion of the project containing the
specific equipment item.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROJECT CLOSEOUT
SECTION 01770 - 3
1.08 OPERATING AND MAINTENANCE DATA
A. Instruction Manuals. The Contractor shall provide four (4) sets of manuals bound in
three-ring binders giving operating and maintenance instructions for all equipment and
devices furnished under this contract. Operating and maintenance instructions for each
item of equipment and each equipment assembly shall be assembled in three-ring
binders and shall consist of:
1. Names and addresses of manufacturer, nearest representative of manufacturer,
and nearest supplier of manufacturer’s equipment and parts.
2. For equipment requiring lubrication, the manufacturer’s recommended lubricants
and lubrication schedule.
3. For equipment containing integral electrical controls, diagrams showing internal
and connection wiring.
4. Specified operating and maintenance information. This special information may
include, but not necessarily be limited to, one or more of the following items:
a. Equipment Data: Information shall be listed on an Equipment Data Form to
be furnished by the City.
b. Start-Up Procedures: These instructions shall include equipment
manufacturer’s recommendations regarding installation, adjustment,
calibration and troubleshooting.
c. Operating Procedures: These instructions shall include the equipment
manufacturer’s recommended step-by-step procedures for starting,
operating, and stopping the equipment under modes of operation.
d. Preventive Maintenance Procedures: These instructions include the
equipment manufacturer’s recommendations regarding the steps and
schedules to be followed in maintaining the equipment.
e. Parts List: This list shall include generic title and identification number of
each component part of the equipment.
f. Exploded Views: These shall be provided where appropriate.
g. Spare Parts List: This list shall include the manufacturer’s
recommendations of the number of parts which should be stored by the
City.
h. Overhaul Instructions: These instructions shall consist of the
manufacturer’s directions for the disassembly, repair and reassembly of the
equipment.
B. Transmittal Procedure. Operating and maintenance instructions shall be transmitted to
the City accompanied by a transmittal form. If manufacturer’s standard brochures and
manuals are used to describe operating and maintenance procedures, such brochures
and manuals shall be modified to reflect only the model or series of equipment used on
this project; all extraneous material shall be crossed out or otherwise eliminated.
Required operating and maintenance instructions for each equipment item must be
delivered to and be accepted by the City before the Contractor can be paid for more
then eighty (80) percent of the purchase value of that equipment. Required operating
and maintenance instructions for the project must be delivered to and approved by the
City prior to the project being seventy-five (75) percent complete. Progress payments
for work in excess of seventy-five (75) percent completion will not be made until the
required operating and maintenance instructions have been delivered to and have been
accepted by the City.
When transmitting operation and maintenance instructions, the Contractor shall provide
an appropriately labeled, three-ring binder to contain three (3) sets of instructions. A
complete table of contents listing the items and their location in the set shall be included
in the binder.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PROJECT CLOSEOUT
SECTION 01770 - 4
C. Field Changes. Following the acceptable installation and operation of an equipment
item, the item’s instructions and procedures shall be modified and supplemented by the
Contractor to reflect field changes or information requiring field data.
1.09 MODEL WATER EFFICIENT LANDSCAPE ORDINANCE COMPLIANCE
A. The project applicant shall submit all certificate of completion documentation as
required per section (b) Title 23, Division 2, Chapter 2.7.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SITE CONDITIONS
SECTION 02001 - 1
SECTION 02001
SITE CONDITIONS
PART 1 - GENERAL
1.01 INFORMATION ON SITE CONDITIONS
A. Topographic survey was not completed as part of the preparation of bid documents for this
project. All information obtained by the City regarding site conditions, surface topography,
subsurface information, existing underground utilities and similar data is depicted on the
plans.
1.02 CONTRACTOR'S RESPONSIBILITIES
A. The Contractor shall satisfy himself as to the nature and location of the Work, the general
and local conditions, particularly those bearing upon availability of transportation, disposal,
limited access to site, handling and storage of materials, availability of labor, water, electric
power, roads, and uncertainties of weather, river stages, or similar physical conditions at
the site, the conformation and conditions of the ground, the character of equipment facilities
needed preliminary to and during the prosecution of the Work and all other matters which
can in any way affect the Work or the cost thereof under this Contract.
B. The Contractor shall further satisfy himself as to the character, quality, and quantity of
surface and subsurface materials to be encountered during the course of execution of the
work by inspecting the site as well as, any exploratory work performed by the Engineer, and
information presented by the Plans and Specifications made a part of this Contract. Any
failure by the Contractor to acquaint himself with all available information will not relieve him
from responsibility for properly estimating the difficulty or cost of successfully performing the
Work. The Contractor shall use their own judgment in determining methods for safe
construction, with awareness of the specific site conditions for this project.
C. The Contractor shall anticipate underground obstructions such as utility lines, concrete,
water table, soil conditions and debris. No extra payment will be allowed for the removal,
replacement, repair or possible increased cost associated with existing utilities, trench
instability or groundwater. Any utility lines or obstructions indicated on the map show only
the approximate location and must be verified in the field by the Contractor. Even
excavations that do not daylight into the limits of existing trench backfill can become
unstable due to the effects of ground disturbance and reduced strength caused by past
nearby excavations and backfills. The Contractor is responsible for locating all underground
obstructions.
D. The Contractor shall note that heavy truck and equipment operations may cause roadway
damage in excess of normal usage. Damage caused to the streets, curbs, gutters,
sidewalks or bike path by the Contractor's operations shall be repaired to a condition equal
or better than the original condition at the Contractor's expense.
1.03 ADDITIONAL INFORMATION
A. Prior to bidding, Bidders may make their own subsurface investigations subject to time
schedules and arrangements approved in advance by the City. Before any subsurface test
holes are excavated, obtain necessary permits to perform such work.
B. Record drawings of existing utilities are available for examination at City offices if they exist.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SITE CONDITIONS
SECTION 02001 - 2
1.04 SURFACE FACILITIES
A. The Contractor is advised that the Plans were prepared based on available information and,
therefore, all existing surface facilities may not be shown on the Plans. It is the Contractor's
responsibility to acquaint himself with existing site conditions per this Section and anticipate
those surface facilities which are typically encountered (fences, signs, mailboxes,
sidewalks, driveways, ditches, AC pavement, AC dikes, curbing, power poles, overhead
lines, landscaping, irrigation, etc.) and will affect the Work. The Contractor shall provide
adequate security to protect the public and Work. No extra payment will be made to the
Contractor for the repair, removal and replacement of such facilities. Full payment for this
work shall be as included in the various bid items.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
Not Used.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 UNDERGROUND STRUCTURES
SECTION 02003 - 1
SECTION 02003
EXISTING UTILITIES AND UNDERGROUND STRUCTURES
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Refer to plans for the locations of utilities and underground structures.
B. Contractor's responsibilities.
1.02 CALIFORNIA ADMINISTRATIVE CODE
A. Section 1540(a)1 of Construction Safety Orders (Title 8) California Administrative Code,
Section 1540 states:
(1) “Prior to opening and excavation, effort shall be made to determine whether
underground installations; i.e., sewer, water, gas, electric lines, storm drain, cable TV,
telephone, and fiber optics, 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.”
B. The approximate location of public utilities and underground structures was based on
information provided by the utility owners. However, in accordance with California's
Administrative Code, Section 1540, Contractor shall make the effort to determine the exact
location of underground installations.
1.03 PUBLIC UTILITIES AFFECTED
A. Electrical: Pacific Gas & Electric Company. It should be noted that where overhead service
to a structure known to receive service does not exist, then underground service shall be
assumed to exist. For underground utility location call Underground Service Alert (USA) at
(800) 227-2600 or 811 at least two working days in advance.
1. Shut downs of PG&E facilities shall be coordinated with John Suazo at (707) 579-
6414, J019@pge.com at least five working days prior to needed shut down.
2. Notify PG&E Standby at (707) 579-6356, minimum 48-hours prior to digging
adjacent to gas mains 4-inch diameter or larger.
B. Natural Gas: Pacific Gas & Electric Company has jurisdiction over natural gas lines. For
underground utility location call Underground Service Alert (USA) at (800) 227-2600 or 811
at least two working days in advance.
C. Water Service: The City of Rohnert Park has jurisdiction over all other water mains and
services within the specific limits of the project corridor.
D. Drainage: The City of Rohnert Park has jurisdiction over drainage within the corporate
limits of Rohnert Park.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 UNDERGROUND STRUCTURES
SECTION 02003 - 2
E. Roads: The City of Rohnert Park has jurisdiction over roads inside the corporate limits of
Rohnert Park and the County of Sonoma for roads outside the corporate limits of Rohnert
Park.
F. Cable Television: Comcast. It should be noted that where overhead service to a structure
known to receive service does not exist, then underground service shall be assumed to
exist. For underground utility location, call USA at (800) 227-2600 or 811 at least two
working days in advance.
G. Telephone: AT&T. It should be noted that where overhead service to a structure known to
receive service does not exist, then underground service shall be assumed to exist. For
assistance with location of underground telephone facilities, call USA at (800) 227-2600 or
811 at least two working days in advance.
H. Sanitary Sewer: The City of Rohnert Park has jurisdiction over the sewer mains and
laterals within the specific limits of the project corridor.
I. Recycled Water: The City of Santa Rosa has jurisdiction over the recycled water mains and
laterals within the City of Rohnert Park.
1.04 CONTRACTOR RESPONSIBILITY
A. The Contractor shall anticipate water, reclaimed water, sewer, storm drain, electrical, gas,
cable TV, and telephone services. It may be expected that there will be variation in location
from that as shown on the Plans to the actual location. Actual location shall be determined
in the field after pre-marking by the various utilities affected.
B. It should be understood that any utilities indicated on the Plans tshow only the approximate
location and must be verified in the field by the Contractor. The various utility agencies will
cooperate with the Contractor to endeavor to familiarize him with all known underground
utility obstructions, but this will not relieve the Contractor from full responsibility in
anticipating and locating their actual existence. No extra payment will be allowed for the
removal, replacement, repair, or possible increased cost caused by inadvertent or planned
interception and breaking of underground obstructions which may exist.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 POTHOLING
A. The Contractor, in conjunction with the affected utility company(s), shall locate and
establish the horizontal and vertical location of all utilities. This may be done on an area by
area basis but shall be accomplished at least five (5) working days in advance of the date
of construction within such area. Any discrepancies (horizontal and/or vertical) between the
location of a utility found by the potholing operation than that shown on the Plans shall be
brought to the Engineer's attention immediately. The Engineer shall determine if field
revisions are necessary, and if so, make the revision. In the event utility(s) relocation is
determined necessary, the Contractor will be responsible for relocation at no additional
cost to the project.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 UNDERGROUND STRUCTURES
SECTION 02003 - 3
B. Potholing in this section is ONLY for utilities required under California Government Code
that are required to be potholed. All other potholes are at the Contractor’s expense.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 UNDERGROUND STRUCTURES
SECTION 02003 - 4
THIS PAGE INTENTIONALLY LEFT BLANK
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SITE PREPARATION
SECTION 02110 - 1
SECTION 02110
SITE PREPARATION
PART 1 - GENERAL
1.01 INCLUDES
A. Remove and dispose of surface debris.
B. Prior to any drilling or excavation, obtain permission from the City, SCWA, PG&E and/or
any other affected utility providers to penetrate or excavate surfaces along the project
route. Remove and dispose of paving, curbs, gutters and sidewalk as indicated on the
drawings.
C. Remove and dispose of tree limbs.
D. Remove and dispose of root system of trees and shrubs.
E. Topsoil excavation and stockpiling.
F. Soil stabilization.
1.02 RELATED SECTIONS
A. Section 01310 – Coordination
B. Section 01560 – Protection of Existing Facilities
C. Section 02220 – Demolition, Salvage, and Abandonment
D. Section 02315 – Excavation and Backfill
1.03 REGULATORY REQUIREMENTS
A. Conform to applicable codes and all local, state and federal regulations for disposal of
debris and use of herbicides. Burning of debris, lumber or scrap will not be permitted.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Tree Paint – Tree paint shall be non-toxic, commercial grade, and suitable for
application on fresh cut branches.
PART 3 - EXECUTION
3.01 PREPARATION
A. Verify that existing plant life designated to remain, is tagged or identified.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 SITE PREPARATION
SECTION 02110 - 2
B. Clean sawcut paving, curbs gutters and other structures between portion to remain and
portion to be removed.
C. Locate, identify, and protect existing utilities and improvements to remain from damage
including loss of soil stability.
3.02 OTHER IMPROVEMENTS
A. Protect trees, plant growth, and features designated to remain.
B. Protect benchmarks and existing structures which are to remain from damage or
displacement.
3.03 REMOVAL
A. Remove debris, rock, soil and extracted plant life from site. Dispose of materials at
approved facilities.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 DEMOLITION, SALVAGE AND ABANDONMENT
SECTION 02220 - 1
SECTION 02220
DEMOLITION, SALVAGE AND ABANDONMENT
PART 1 - GENERAL
1.01 THE REQUIREMENT
A. The Contractor shall furnish all tools, equipment, materials, and supplies, and shall
perform all labor as required for the demolition, abandonment, removal/disposal,
salvage, or relocation of pavements, structures, utilities, and equipment as indicated on
the Drawings and as specified herein.
B. The work of this Section shall include, but shall not be limited to the following items:
1. Demolition, abandonment, removal/disposal, salvage, or relocation of
pavements, buildings, signs, structures, utilities, earth and equipment as
indicated on the Drawings and as specified herein.
1.02 RELATED WORK SPECIFIED ELSEWHERE
A. Section – 01300 – Special Project Constraints
B. Section – 02001 – Site Conditions
C. Part 3 – Standard Specifications
1.03 DEMOLITION/ABANDONMENT COORDINATION
A. The Contractor shall carefully coordinate the extent of the Work in areas where existing
facilities shall remain operational, and where vegetation and curb and gutters shall be
restored.
B. While Work is being performed, the Contractor shall provide adequate access for
routine operation and maintenance. The Contractor shall erect and maintain fences,
warning signs, barricades, and other devices as required for the protection of the
Contractor's employees and the public around grade differences and tripping hazards.
The Contractor shall remove all such protection when the demolition/abandonment
operations are completed, or as work progresses, or when directed by the Engineer.
C. The Contractor shall coordinate all Work with the Engineer.
1.04 SALVAGE
A. The Contractor shall have the option of salvaging equipment after first providing option
for salvage to the City.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 DEMOLITION, SALVAGE AND ABANDONMENT
SECTION 02220 - 2
1.05 SUBMITTALS
A. Demolition procedure submittal shall be incorporated with the oval work plan and
schedule and be submitted to the Engineer for acceptance at least ten (10) working
days prior to start of demolition. The procedures shall provide for safe conduct of the
Work, careful removal and disposition of materials and equipment, protection of
property which are to remain undisturbed, and coordination with existing facilities to
remain in service.
B. Any damage to remaining street work improvements, utility poles, traffic loops, building
elements to remain, other existing facilities to remain, and private property, as caused
by the Contractor's operations shall be repaired at the Contractor's expense.
C. Damaged items shall be repaired or replaced with new materials as required to restore
damaged items or surfaces to a condition equal to and matching that existing prior to
damage or start of work of this contract.
1.06 PROTECTION OF EXISTING FACILITIES
A. Before beginning any cutting or demolition work, the Contractor shall carefully inspect
the existing facilities to determine the extent of the Work. The Contractor shall take
necessary precautions to prevent damage to existing facilities which are to remain in
place and in operation. The Contractor shall be responsible for any damages to existing
facilities, which are caused by the operations of the Contractor. Damages to such
facilities The Contractor shall remove all temporary protection when the work is
complete or when so authorized by the Engineer.
B. The Contractor shall carefully consider all bearing loads and capacities for placement of
equipment and material.
1.07 SPECIAL REQUIREMENTS
A. The use of explosives is not permitted.
B. Disposition of rubble, salvaged and waste materials, debris, and trash from within the
site shall be strictly in accordance with the Contract Documents. Public streets, alleys,
or other thoroughfares used by the Contractor in carrying out the Contract, shall at all
times be kept free of litter attributable to the Contractor. Trucks or other vehicles shall
be so loaded and equipped as to prevent leakage, blowing off, or other escape of any
portion of whatever is being hauled.
C. Lead Compliance Plan
1. Prepare a work plan to prevent or minimize worker exposure to lead while
managing and handling paint system debris, traffic stripe residue, and
pavement marking residue containing lead. Regulations containing specific
Cal/OSHA requirements when working with lead include 8 CA Code of Regs §
1532.1.
2. The plan must contain the items listed in 8 CA Code of Regs § 1532.1(e)(2)(B).
Before submittal, a Certified Industrial Hygienist (CIH) must sign and seal the
plan. Submit the plan at least 7 days before starting any activity that presents
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 DEMOLITION, SALVAGE AND ABANDONMENT
SECTION 02220 - 3
the potential for lead exposure. The Engineer will notify the Contractor of the
acceptability of the plan within 4 business days of receipt.
3. Before starting any activity that presents the potential for lead exposure to
employees who have no prior training, including City and State employees,
provide a safety training program to these employees that complies with 8 CA
Code of Regs § 1532.1 and your lead compliance program.
4. Submit copies of air monitoring or job site inspection reports made by or under
the direction of the CIH under 8 CA Code of Regs § 1532.1 within 10 days after
the date of monitoring or inspection.
5. Supply personal protective equipment, training, and washing facilities required
by your lead compliance plan.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 DEMOLITION OF FACILITIES
A. Demolition shall be accomplished in accordance with applicable codes and regulations.
Blasting shall not be permitted.
B. Disposal of all materials shall be performed in compliance with all applicable local, state
and federal codes, regulations, and requirements. Structures to be abandoned shall be
cleaned prior to abandonment.
C. The Drawings used in this Contract to indicate demolition and removal are based on the
best available information from the City. Prior to the submittal of bids, the Contractor
shall conduct a comprehensive survey of the facilities to verify the scope of Work, the
extent of utilities, and the physical sequencing constraints.
3.02 PAVING REMOVAL
A. Removal and disposal of pavement markers and markings shall be performed prior to
paving and placement of new pavement markers and striping. Temporary traffic control
marking shall be installed after removal and before paving operations. Existing yellow
striping may contain lead and shall be removed in accordance with the Contractor’s
Lead Compliance Plan.
B. Asphalt concrete and armor coats shall be cut with a suitable tool before excavation.
For all roads, saw cutting shall be required. Breaking of asphalt, concrete, or armor
coats with excavation equipment will not be permitted.
C. All edges of asphalt concrete, PCC, or armor coats shall be cut minimum four inches
vertically, with a neat, square edge. Cut steel reinforcing shall become the property of
the Contractor.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 DEMOLITION, SALVAGE AND ABANDONMENT
SECTION 02220 - 4
D. Excess paving shall be disposed. All waste materials shall be promptly removed.
Littering of the Site will not be permitted.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 EXISTING HIGHWAY FACILITIES
SECTION 02221 - 1
SECTION 02221
EXISTING HIGHWAY FACILITIES
PART 1 - GENERAL
1.01 SUMMARY
A. Existing facilities requiring removal, disposal, salvage, relocation, modification,
abandonment, or repair as shown on the plans, as required by the existing conditions
and as specified herein shall conform to the provisions in Section 15, “Existing Highway
Facilities” of the State Standard Specifications. Contractor shall cross reference other
related sections of these special provisions for additional requirements for the removal,
disposal, salvage, relocation modification abandonment or repair of existing highway
facilities.
B. This work shall include, but not necessarily be limited to, structures, utilities, fences,
traffic control facilities, street light facilities, asphalt concrete pavement, concrete
pavement, barriers, utility poles, trees, signs, and any other miscellaneous
improvements or facilities not mentioned in this Section, located in the areas to be
cleared and grubbed and areas for construction.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 GENERAL
A. Contractor will be responsible for adjusting to grade all existing facilities within the limits
of the construction area; refer to Section 02700, Paving Systems.
B. Irrigation and private electrical facilities may be encountered during demolition and
construction. The Contractor shall exercise care and repair any damage done by his
operations.
C. Landscaping and other surfaces disturbed during operations shall be restored to
original condition or as shown on the plans.
D. Existing unforeseen items or conditions may occur or be encountered during demolition
and construction..
E. Equipment may be damaged in the course of normal removal and salvage operations.
All damaged equipment will become the property of the contractor.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 EXISTING HIGHWAY FACILITIES
SECTION 02221 - 2
THIS PAGE LEFT INTENTIONALLY BLANK
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 EARTHWORK
SECTION 02316 - 1
SECTION 02316
EARTHWORK
PART 1 - GENERAL
1.01 SUMMARY
A. Roadway excavation shall conform to the applicable provisions of Section 19 of the
Standard Specifications. Roadway excavation shall include all excavation, embankment
construction, disposal of excess material, and other work as specified herein.
B. Removal of existing bituminous pavement will be paid for under the appropriate bid item
of Cold Plane Asphalt Concrete Pavement or Conform Grind and no additional payment
shall be made.
C. Excess materials from the excavation shall become the property of the Contractor and
shall be disposed of by Contractor, at his expense.
PART 2 - PRODUCTS
Not Used.
PART 3 - EXECUTION
3.01 EXCAVATION
A. Roadway excavation shall be performed by using a grinder, excavator, or approved
equivalent. No rubber-tired equipment shall be allowed on the sub-grade at any time.
3.02 SUBGRADE STABILIZATION
A. It is not expected any unsuitable subgrade material will be encountered, but the
following provisions shall be adhered to if locations are identified and the cost shall be
tracked on a force account basis.
B. Unsuitable material shall be stabilized per Section 19-2.02 of the Standard
Specifications with the following additions:
C. In the event that the subgrade material is unstable and cannot be made stable by drying
the top 6 inches as determined by the Engineer, then the Contractor shall excavate an
additional 6 inches, install soil stabilization fabric and install 6 inches of Class 2
aggregate base.
D. Prior to placement of soil stabilization fabric, the Contractor shall remove all loose dirt
as left from excavation operations.
E. Soil stabilization fabric shall be installed per manufacturer's recommendations and shall
meet or exceed the following specifications:
Specification Requirement
Grab Tensile Strength 290 lb
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 EARTHWORK
SECTION 02316 - 2
Mullin Burst Strength 500 psi
Trapezoid Tear Strength 120 lb
Modulus (Load at 10% Elongation) 120 lb
Equivalent Opening Size 40-70 sieve
Water Permeability Coefficient (K) 0.003 cm/sec
F. Soil stabilization fabric shall be Mirafi 600-X, GeoTex 315ST, Carthage Mills FX-66,
TerraTex HD, or equal.
G. Aggregate base shall be end-dumped on the soil stabilization fabric without disrupting
fabric or basement soil as directed by the Engineer. Rolling shall commence
immediately after spreading of the damp material and before the material has dried
sufficiently to allow separation between the fine and coarse particles. Compactor shall
be a non-vibratory type and compaction shall be to 92 percent (92%) R.C.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PAVING SYSTEMS
SECTION 02700 -1
SECTION 02700
PAVING SYSTEMS
PART 1 - GENERAL
Attention is directed to Section 92, “Asphalts Binders,” and Section 94, “Asphaltic
Emulsions,” of the California Department of Transportation (Caltrans) 2018 Standard
Specifications and “Temporary Traffic Control Systems” and “Earthwork” of these Special
Provisions.
1.01 DESCRIPTION
A. Work included: Work covered in this section consists of performing all operations
necessary for producing and placing hot mix asphalt (HMA), also known as asphalt
concrete (AC) by furnishing and mixing aggregate and asphalt binder by producing at a
central mixing plant and spreading and compacting the HMA mixture.
B. Hot mix asphalt overlay shall be provided where shown on the plans and as marked in the
field.
D. Asphalt concrete shall be Type A.
E. Section includes:
1. Quality Control Plan.
2. Quality Control Testing.
3. Acceptance Testing.
4. Asphalt Binder and Tack Coat.
5. Aggregate Materials.
6. Hot Mix Asphalt.
F. Paving shall comply with the 2018 Revised State Standard Specifications and Standard
Plans.
1.02 RELATED SECTIONS
A. Section 01555 – Temporary Traffic Control Systems
B. Section 02220 – Demolition, Salvage and Abandonment
C. Section 02760 – Traffic Striping and Pavement Markers
D. Section 02316 – Earthwork
1.03 REFERENCES
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PAVING SYSTEMS
SECTION 02700 -2
A. CITY OF ROHNERT PARK
Sanitary Sewer and Recycled Water Standards
Standard Plans, 2019
B. AMERICAL ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS
(AASHTO)
T-304 (2008) Uncompacted Void Content of Fine Aggregate.
C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM B 117 (2009) Standard Practice for Operating Salt Spray (Fog)
Apparatus.
ASTM D 150 (2004) Standard Test Methods for AC Loss
Characteristics and Permittivity (Dielectric Constant) of
Solid Electrical Insulation.
ASTM D 412 (2006ae2) Standard Test Methods for Vulcanized
Rubber and Thermoplastic Elastomers—Tension.
ASTM D 822 (2010) Standard Test Method for Tensile Properties of
Thin Plastic Sheeting.
ASTM D 2041 (2011) Standard Test Method for Theoretical Maximum
Specific Gravity and Density of Bituminous Paving
Mixtures.
ASTM D 2240 (2010) Standard Test Method for Rubber Property—
Durometer Hardness
ASTM D 4791 (2010) Standard Test Method for Flat Particles,
Elongated Particles, or Flat and Elongated Particles in
Coarse Aggregate.
D. CALIFORNIA TEST METHODS (CT)
CT 125 (2010) Sampling Highway Materials and Products Used
in the Roadway Structural Sections.
CT 202 (2010) Method of Test for Sieve Analysis of Fine and
Coarse Aggregates.
CT 205 (2010) Method of Test for Percentage of Crushed
Particles.
CT 211 (2010) Method of Test for Abrasion of Coarse Aggregate
by use of the Los Angeles Abrasion Testing Machine.
CT 217 (2008) Method of Test for Sand Equivalent.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PAVING SYSTEMS
SECTION 02700 -3
CT 226 (2010) Method of Test for Moisture Content of Soils and
Aggregates by Oven Drying.
CT 308 (2010) Determining Bulk Specific Gravity and Density of
Compacted Hot Mix Asphalt.
CT 309 (2010) Theoretical Maximum Specific Gravity and
Density of Bituminous Paving Mixtures.
CT 366 (2000) Stabilometer Value.
CT 367 (1999) Recommending Optimum Bitumen Content
(OBC).
CT 370 (2002) Determining Moisture Content of Asphalt Mixtures
or Mineral Aggregate Using Microwave Ovens.
CT 371 (2003) Resistance of Compacted Bituminous Mixture to
Moisture Induced Damage.
CT 375 (2004) Determining the In-Place Density and Relative
Compaction of AC Pavement.
CT 379 (2000) Determining Asphalt Content of Bituminous
Mixtures (Troxler Nuclear Gauge Model 3241).
E. CALTRANS LABORATORY PROCEDURE (LP)
LP-2 (2004) Determination of the Voids in Mineral Aggregate.
LP-3 (2004) Determination of the Voids Filled with Asphalt.
LP-4 (2004) Determination of Dust Proportion
LP-9 (2006) Hot Mix Asphalt (HMA) using up to 15%
Reclaimed Asphalt Pavement.
1.04 QUALITY CONTROL PLAN
A. Establish, implement and maintain a Quality Control Plan (QCP) to ensure materials and
work comply with the specifications and the corrective actions required to control the quality
of work. The QCP shall comply with these specifications.
B. Attend a pre-paving conference with the District to discuss methods of performing the
production and paving work and how quality control will be performed throughout.
C. The Contractor must identify the HMA sampling locations in their QCP. During production,
take samples under California Test Method (CT) 125 except if requested in writing with
Engineer approval, you may sample HMA from:
1. The plant
2. The truck
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 PAVING SYSTEMS
SECTION 02700 -4
3. The paver hopper
4. The mat behind the paver
D. A minimum of one sample for Rice Specific Gravity shall be taken each day at the plant
during placement of HMA. The Rice Specific Gravity test shall be in accordance with ASTM
D 2041. The results shall be submitted to the City of Rohnert Park within one working day
of receiving them from the testing laboratory. Any change shall be noted and the Contractor
shall take necessary measures to correct JMF or resubmit a new JMF for approval prior to
continuing work.
E. In place density tests per CT 375 Nuclear Gage field test shall be performed during HMA
operations to meet compaction requirements per Standard Specifications. The frequency
of testing shall be in accordance with CT 375.
F. Qualifications of workers: Provide sufficient skilled workers and supervisors who shall be
present at all times during execution of this portion of the Work and who shall be thoroughly
familiar with the type of construction involved and the materials and techniques specified.
G. Codes and standards:
1. Wherever a test method is referenced in this section, it shall be made in
accordance with the most current test method in use by the California Department
of Transportation (Caltrans) in the State Standard Specifications, latest edition.
2. For references made to the Standard Specifications, reference shall mean State
of California, Business and Transportation Agency, Department of Transportation
(Caltrans), Standard Specifications, latest edition, excluding measurement and
payment items.
1.05 SUBMITTALS
A. The Contractor shall provide the Engineer with the following information a minimum of 10
days prior to commencing the Work:
1. Hot mix asphalt job mix formula (JMF) in accordance with Caltrans Standard
Specifications.
a. Proposed JMF on Form CEM-3511.
1) Include percentage of reclaimed asphalt pavement (RAP)
b. Mix design documentation, data and aggregate quality on Form CEM-3512
dated within 12 months of submittal.
c. JMF verification on Form CEM-3513, if applicable
d. JMF renewal on Form CEM-3514, if applicable
e. Materials Safety Data Sheets (MSDS) for:
1) Asphalt binder
2) Supplemental fine aggregate except fines from dust collectors
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3) Antistrip additives
2. Written confirmation from the supplier that the JMF to be supplied meets all
specified requirements.
B. Tack Coat
1. Submit asphalt binder tack coat and asphaltic emulsion tack coat.
C. The Contractor shall develop and submit a Quality Control Plan for the project. This shall,
at a minimum, cover the following:
The QC plan must describe the organization and procedures for:
1. Controlling HMA quality characteristics
2. Taking samples, including sampling locations
3. Establishing, implementing, and maintaining QC
4. Determining when corrective actions are needed
5. Implementing corrective actions
6. Methods and materials for backfilling core locations
The QC plan must address the elements affecting HMA quality including:
1. Aggregate
2. Asphalt binder
3. Additives
4. Production
5. Paving
The QC plan must include aggregate QC sampling and testing during lime treatment.
The Engineer reviews the QC plan within 5 business days from the submittal. Do not start
HMA production until the Engineer authorizes the plan.
If QC procedures, personnel, or sample testing locations change, submit a QC plan
supplement at least 3 business days before implementing the proposed change. Do not
implement the change without authorization.
D. The Contractor shall not begin hot mix asphalt production or placement without written
approval from the Engineer of the QCP and an approved JMF. Approval of the QCP and
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JMF by the Engineer does not relieve the contractor of responsibility for quality control or
work methods.
1. Test Reports:
a. Submit reports of tentative paving material design and testing.
b. Submit reports of testing and inspection during the course of the Project.
1) Submit all laboratory test reports for daily Rice Specific Gravity and
Nuclear Gage field tests immediately upon receipt from the testing
laboratory.
2) Submit daily field summary reports for all testing activities.
3) Submit all laboratory test reports at the end of the Project.
4) Submit current certificates from all laboratories immediately upon
receipt from the testing laboratory. Certificates shall not be expired or
more than 1 year old.
5) Submit current certificates for mixes, materials and products
immediately upon receipt from the testing laboratory or product
supplier. Certificates shall not be expired for more than 1 year, and
must reflect materials actually used on the project. JMF shall have no
changes in aggregate, asphalt, or other materials from what was
provided in current certificates.
1.06 ENGINEER’S ACCEPTANCE
A. In addition to the Quality Control Plan, the Contractor shall provide an independent quality
control to perform independent sampling. Sampling shall be performed under California Test
125. Testing shall be performed as specified in this Section.
B. Start-up evaluation will be performed in accordance with Section 39-1.07 of the Standard
Specifications. Sampling and testing shall occur at a minimum for the following:
1. Aggregate
2. Asphalt binder
3. RAP
4. HMA
C. Quality control sampling shall be performed by the Contractor’s Independent Quality
Control Tester in accordance with the following schedule:
Quality Characteristic Test
Method
Minimum Sampling
and Testing
Frequency
Location of
Sampling
Maximum
Reporting
Time
Allowance
Aggregate Gradation CT 202 1 per 750 tons Plant 24 hours
Reclaimed Asphalt Pavement
Gradation LP-9 Daily RAP System 24 hours
Asphalt Binder Content CT 379 or
CT 382 1 per 750 tons Loose Mix
Behind Paver 24 hours
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Quality Characteristic Test
Method
Minimum Sampling
and Testing
Frequency
Location of
Sampling
Maximum
Reporting
Time
Allowance
Percent of Maximum Theoretical
Density CT 308 1 per 750 tons Loose Mix
Behind Paver 24 hours
Maximum Theoretical Density CT 309 Per CT 375 Loose Mix
Behind Paver 24 hours
Aggregate moisture content at
continuous mixing plants and
RAP moisture content at
continuous mixing plants and
batch mixing plants
CT 226 or
CT 370
2 per day during
production
Stock-piles or
Cold Feed
Belts
24 hours
Sand Equivalent (minimum) CT 217 1 per 750 tons Plant 24 hours
HMA Moisture Content
(maximum) CT 370
1 per 2,500 tons but
not less than 1 per
paving day
Loose Mix
Behind Paver 24 hours
Stabilometer Value (minimum)
No. 4 and 3/8” gradings 1/2” and
3/4” gradings
CT 366
1 per 4,000 tons or 2
per five business
days, whichever is
greater
Loose Mix
Behind Paver 48 hours
Air Voids Content (%) CT 367
1 per 4,000 tons or 2
per five business
days, whichever is
greater
Loose Mix
Behind Paver 48 hours
Percent of crushed particles
coarse aggregate (% minimum)
One fractured face Two fractured
faces Fine aggregate (%
minimum) (Passing No. 4 sieve
and retained on No. 8 sieve)
CT 205 1 every 6,000 tons Plant 48 hours
Los Angeles Rattler (%
maximum) Loss at 100
revolutions Loss at 500
revolutions
CT 211 1 every 6,000 tons Plant 48 hours
Fine aggregate angularity (%
minimum)
AASHTO
T-304,
Method A
1 every 6,000 tons Plant 48 hours
Flat and elongated particle (%
maximum at 5:1)
ASTM D
4791 1 every 6,000 tons Plant 48 hours
Voids in mineral aggregate (%
minimum) LP-2 1 every 6,000 tons Loose Mix
Behind Paver 48 hours
Voids filled with asphalt (%) LP-3 1 every 6,000 tons None
Calculation 48 hours
Dust proportion LP-4 1 every 6,000 tons None
Calculation 48 hours
Moisture Sensitivity CT-371 1 every 5,000 tons Loose Mix
Behind Paver NA
D For the Contractor’s information, City of Rohnert Park will also separately hire a quality
acceptance tester who may periodically check the Contractor’s independent quality control
tester.
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E. A minimum of one sample for Caltrans Test 309 shall be taken by Independent Quality
Control Tester each day at the plant during placement of HMA. The results shall be
submitted to the City of Rohnert Park within one working day of receiving them from the
testing laboratory. Any change shall be noted and the Contractor shall take necessary
measures to correct JMF or resubmit a new JMF for approval prior to continuing work.
F. In place density tests (relative compaction) per CT 375 Nuclear Gage field test shall be
performed during HMA operations by Independent Quality Control Tester to meet
compaction requirements per Standard Specifications. The frequency of testing shall be
in accordance with CT 375.
G. Should any test specified in Paragraph 1.04 of this Section fail to meet density
requirements, Independent Quality Control Tester shall take density core samples every
500 feet of paved roadway to verify density results.
H. Asphalt concrete shall be compacted to a relative compaction of not less than 95.0 percent
and shall be finished to the lines, grades, and cross section shown on the plans. In-place
density of asphalt concrete will be determined prior to opening the pavement to public
traffic.
I. If the test results for a quantity of asphalt concrete indicate that the relative compaction is
below 95.0 percent, the Contractor will be notified. Asphalt concrete spreading operations
shall not continue until the Contractor has notified the Engineer of the adjustment that will
be made to meet the specified relative compaction.
J. If the test results for a quantity of asphalt concrete indicate that the relative compaction is
less than 95.0 percent, the asphalt concrete represented by that quantity shall be removed,
except as otherwise provided in these special provisions. If requested by the Contractor
and approved by the Engineer, asphalt concrete with a relative compaction of 93.0 percent
or greater may remain in place and the Contractor shall pay to the Engineer the amount of
reduced compensation for the quantity with relative compaction less than 95.0 percent and
greater than or equal to 93.0 percent. The Engineer will deduct the amount of reduced
compensation from moneys due, or that may become due, the Contractor under the
contract. The amount of reduced compensation the Contractor shall pay to the Engineer
will be calculated using the total tones{tons} in the quantity with relative compaction less
than 95.0 percent and greater than or equal to 93.0 percent multiplied by the contract price
per ton{ton} for asphalt concrete or involved multiplied by the following compensation
factors:
K. Asphalt concrete with a relative compaction of less than 93.0 percent will be removed and
replaced at the Contractor’s expense.
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Relative
Compaction
(Percent)
Reduced
Compensation
Factor
Relative
Compaction
(Percent)
Reduced
Compensation
Factor
95.0 0.030 93.9 0.098
94.9 0.034 93.8 0.108
94.8 0.039 93.7 0.118
94.7 0.044 93.6 0.129
94.6 0.050 93.5 0.142
94.5 0.056 93.4 0.157
94.4 0.062 93.3 0.175
94.3 0.068 93.2 0.196
94.2 0.075 93.1 0.225
94.1 0.082 93.0 0.300
94.0 0.090
1.07 PRODUCT HANDLING
A. All products described herein shall be handled in conformance to the applicable provisions
of the Standard Specifications.
1.08 PROJECT CONDITIONS
A. Weather Limitations:
1. No HMA shall be placed when weather conditions prevent the proper handling,
finishing, or compaction of the mixtures.
2. Do not apply when underlying surface is muddy, frozen or wet.
3. Do not place tack coat when temperature is below 45º F.
4. Do not place hot mix asphalt when air temperature is below 45º F and surface
temperature is below 50º F.
PART 2 - PRODUCTS
2.01 TACK COAT
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A. Tack Coat, Type RS1, conforming to the provisions of Sections 39 and 94 of the Standard
Specifications shall be used over asphalt concrete planed surfaces.
2.02 ASPHALT BINDER
A. Asphalt binder to be mixed with aggregate shall be a steam-refined asphalt in conformance
with the provisions in Section 92, "Asphalt Binders," and shall be of the grade designated
in the special provisions or as determined by the Engineer.
B. The amount of asphalt binder to be mixed with the aggregate for concrete will be
determined by the Engineer in conformance with the requirements in Test 367 using the
samples of aggregates furnished by the Contractor conformance with the provisions in
Subsection of 10-2.11B, "Proportioning."
C. Liquid asphalt for prime coat shall conform to the provisions in Section "Prime Coat and
Paint Binder (Tack Coat)," and shall be of the grade designated by the contract specified
in the special provisions.
D. Asphaltic emulsion for paint binder (tack coat) shall conform to the provisions in Section
94, "Asphaltic Emulsions," for the rapid-setting or slow-setting type and grade selected by
the Engineer.
E. The grade of asphalt binder to be mixed with aggregate for Type A asphalt concrete shall
be PG 64-16 and shall conform to the provisions in "Asphalts" of these special provisions.
2.03 AGGREGATE
A. Aggregate shall be clean and free from deleterious substances and shall meet the
gradation and quality for ½-inch maximum, medium with a minimum of 85% machine
aggregate with a minimum of two fractured faces.
B. Coarse aggregate is material retained on the No. 4 sieve; fine aggregate is material
passing the No. 4 sieve; supplemental fine aggregate is added fine material passing
the No. 30 including, but not limited to, cement and stored fines from dust collectors.
C. The combined aggregate, prior to the addition of asphalt binder, shall conform to the
requirements of this section.
D. Conformance with the grading requirements will be determined by California Test 202,
modified by California Test 105 when there is a difference in specific gravity of 0.2 or
more between the coarse and fine portions of the aggregate or between blends of
different aggregates.
E. The proposed gradation shall meet the gradation shown in the table under "Limits of
Proposed Gradation." Changes from one mix design to another shall not be made during
the progress of the work unless permitted by the Engineer. However, changes in
proportions to conform to the approved mix design shall not be considered changes in
mix design.
AGGREGATE GRADING REQUIREMENTS
Type A Asphalt Concrete Percentage Passing
(1/2 inch Maximum, Medium)
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Sieve Sizes Limits of
Proposed
Gradation
Operating
Range
Contract
Compliance
3/4" — 100 100
1/2" — 95-100 89-100
3/8" — 80-95 75-100
No. 4 59-66 X±5 X±8
No. 8 43-49 X±5 X±8
No. 30 22-27 X±5 X±8
No. 200 — 3-8 0-11
F. The combined aggregate shall conform to the following quality requirements prior to the addition of the asphalt:
Tests California Test
Asphalt
Concrete Type
A
Percentage of Crushed Particles: 205
Coarse Aggregate (Min.) 90%
Fine Aggregate Passing No. 4,
Retained
70%
Los Angeles Rattler: 211
Loss at 100 Rev. (Max.) 10%
Loss at 500 Rev. (Max.) 45%
Sand Equivalent: 217
Contract Compliance (Min.) 47
Operating Range (Min.) 50
Film Stripping (Max.) a 302 —
Kc Factor (Max.) 303 1.7
Kf Factor (Max.) 303 1.7
a After mixing with asphalt binder
If the results of either or both the aggregate grading and Sand Equivalent tests do not
meet the requirements specified
for "Operating Range" but meet the "Contract Compliance" requirements, placement of
the asphalt concrete may be continued for the remainder of that day. However, another
day's work may not be started until tests, or other information, indicate to the satisfaction
of the Engineer that the next material to be used in the work will comply with the
requirements specified for "Operating Range."
G. If the results of either or both the aggregate grading and Sand Equivalent tests do not
meet the requirements specified for "Contract Compliance," the asphalt concrete which
is represented by these tests shall be removed. However, if requested by the Contractor
and approved by the Engineer, the asphalt concrete may remain in place and the
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Contractor shall pay to the State $1.75 per ton for the asphalt concrete represented by
these tests and left in place. The Department may deduct this amount from any moneys
due, or that may become due, the Contractor under the contract. If both the aggregate
grading and Sand Equivalent do not conform to the "Contract Compliance" requirements,
only one adjustment shall apply.
H. No single aggregate grading or Sand Equivalent test shall represent more than 500 tons
or one day's production, whichever is smaller.
I. The asphalt concrete mixture, composed of the aggregate proposed for use and the
optimum amount of asphalt as determined by California Test 367, shall conform to the
following quality requirements:
Tests California Test
Asphalt
Concrete Type
A
Swell (Max.) (inch) 305 0.03
Moisture Vapor Susceptibility (Min.) 307 30
Stadiometer Value (Min.):
(3/8" & No. 4 Max. AC) 366 30
All Others 366 37
2.04 HOT MIX ASPHALT
A. Unless otherwise specified in the special provisions, the aggregate grading of the various
types of asphalt concrete shall conform to the following:
B. HMA batch plant shall be Department-qualified under the Department’s Materials Plant
Quality Program of the Standard Specifications.
C. Reclaimed asphalt pavement shall be acceptable in accordance with the Standard
Specifications not exceeding 15.0 percent of the aggregate blend.
PART3 - EXECUTION
Type
Grading
A
1/2-inch maximum, medium
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3.01 GENERAL
A. Hot mix asphalt overlay and HMA Plug shall be placed to the limits shown on the Plans to
the limits of conform and edge grinds.
B. Hot mix asphalt shall be proportioned, mixed, placed, spread and compacted in layers in
conformance with Section 39 of the Caltrans Standard Specifications.
3.02 PROTECTION OF EXISTING STREET SURFACE
A. During the entire construction period, the Contractor shall take care to protect existing
pavement and concrete surfaces. Surfaces scarred by cleanup or equipment shall be
repaired in a manner satisfactory to the Engineer. Any and all damage caused by the
Contractor's operations to existing roads and streets shall be repaired by the Contractor to
at least the original condition and to the satisfaction of the Engineer, at no additional cost
to the City of Rohnert Park.
B. If pavement is damaged (excessive loading, grouser marking, scarring/scraping of
pavement, etc.) outside the limits of the work, a full lane width grinding and overlay will be
required as directed by the Engineer at no additional compensation to the Contractor.
3.03 PAVING REMOVAL
A. Saw cutting and asphalt concrete removal shall be required for all roads. See Section
02220, “Demolition, Salvage and Abandonment” for paving and base removal
requirements.
B. Subgrade in digout areas shall be compacted in place to a firm and unyielding condition
prior to placement of HMA.
C. Clean and dry the dig out area and planed surfaces prior to commencing with work.
3.04 STORAGE
A. Aggregate shall be stored so that separately sized aggregates will not intermingle, and
asphalt binder shall be stored so that different grades of asphalt will not be intermingled.
Any aggregate which has been intermingled with another size of aggregate shall be
removed and replace with aggregate of specified grading. As used in this specification,
“cold storage” is the storing of aggregates prior to being processed in a drier and “hot
storage” is the storing of aggregates after being processed in a drier. “Hot-feed control”
and “cold feed control” indicate the location of measuring devices or controls.
B. When the Contractor adds supplemental fine aggregate, each supplemental fine aggregate
used shall be stored separately and kept thoroughly dry.
C. The measurement and storage requirements of this Section, shall not apply to the dust
collected in skimmers and expansion chambers (knock-out boxes) or to the dust collected
in centrifugal (cyclone) collectors. Dust from these collectors may be retruned to the
aggregate without being measured or stored separately, provided the dust is returned
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uniformly at a point in advance of the sampling device in batch-mixing plants or is returned
at or before mixing in continuous mixing plants.
D. Asphalt and asphalt binder shall also be stored in conformance with the following:
a. Cold Storage – when aggregate contains material of which at least 20 percent will pass the
No. 8 sieve, the material shall be fed from storage by means of a mechanical feeder.
Before being fed to the drier, aggregate shall be separated into sizes and stored as follows:
i. Cold Storage for Plants Utilizing Hot-Feed Control – Aggregate for Type A asphalt
concrete for the ½-inch maximum size shall be separated into 3 or more sizes and
stored separately.
ii. Cold Storage for Plants Utilizing Cold-Freed Control – When the Contractor elects
to use a plant equipped with cold-feed control, aggregate for asphalt concrete of
the ½-inch maximum sizes shall be separated into 3 or more sizes. After the
aggregate is separated, each size shall be stored separately.
b. Hot Storage - aggregate for asphalt concrete to be mixed in batch mixing plants, after being
dried, shall be stored in accordance with the following:
i. Aggregates for asphalt concrete of ½-inch maximum sizes shall be separated into
3 or more sizes.
ii. After aggregate is separated, each size shall be stored in a separate bin and shall
be recombined in conformance with the provisions in Subsection of 3.06,
“Proportioning,” to conform to the grading specified in Part 2, “Products.” Storage
bins shall be provided with chutes to prevent overflow into adjacent bins.
c. Asphalt Binder Storage
i. Asphalt to be used as a binder for asphalt concrete shall be stored in tanks
accurately calibrated in uniform 100 gallon intervals and maintained to this
accuracy. The storage tanks shall be accessed for measuring the volume of
asphalt at any time.
ii. The Contractor shall provide a suitable sampling device in asphalt feed lines
connecting plant storage tanks to the asphalt weighing system or spray bar. The
sampling device shall consist of a valve with a nominal diameter between 1/2 inch
or 3/4-inch valve constructed in a manner that a one-quart sample may be
withdrawn slowly at any time during plant operations. The valve shall be
maintained in good condition, and if the valve fails to function properly, the valve
shall be replaced. The sampling device shall be readily accessible and in an area
free of dangerous obstructions and shall be between 24 inches and 30 inches
above the platform. A drainage receptacle shall be provided for flushing the device
prior to sampling.
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iii. The discharge end of the asphalt binder circulating pipe shall be maintained below
the surface of the asphalt binder in the storage tank to prevent discharging hot
asphalt binder into open air.
iv. A temperature-sensing device shall be installed in the asphalt feed line. The device
shall measure the temperature of the asphalt and shall be accurate to 10° F. The
indicator shall be located and maintained at the point where the proportioning
operations are controlled. When a recording type indicator is used, the recording
type indicator shall be maintained in working condition and shall be serviced as
required.
3.05 DRYING
A. Aggregate shall be fed directly to a drier-drum mixer or to a drier at a uniform rate.
B. Drying shall continue for a sufficient time and at a sufficiently high temperature that, at the
time of spreading, the moisture content of the completed mixture shall not exceed one
percent. Moisture content will be determined by California Test 310 or 370.
C. The drier or drier-drum mixer shall be provided with a device which senses the temperature
of the material leaving the drier or the drier-drum mixer. The temperature-sensing device
shall be accurate to the nearest 10° F, and shall be installed in such a manner that changes
of 10° F in temperature of the material will be shown within one minute. The indicator shall
be located and maintained at the point where the proportioning operations are controlled.
When a recording type indicator is used, the recording type indicator shall be maintained
in working condition and shall be serviced as required.
D. The burner used for heating the aggregate shall achieve complete combustion of the fuel.
3.06 PROPORTIONING
A. Before producing asphalt concrete, the Contractor shall submit in writing to the Engineer
the gradation of the aggregate for each mix which he proposes to furnish. If the aggregate
is separated into 2 or more sizes, the proposed gradation shall consist of gradations for
individual sizes, and the proposed proportions of individual sizes, combined
mathematically to indicate one proposed gradation. The gradation shall meet the
applicable grading requirements shown in Subsection of 2.03, "Aggregate," and shall show
the percentage passing each of the specified sieve sizes.
B. Should the Contractor change the source of supply, the Contractor shall furnish new
samples and proposed proportions, as determined by the Engineer to be necessary, at
least 2 weeks before their intended use. A change which affects any portion of the total
aggregate in the mix will be considered a change in source and will require a new mix
design. Up to 3 mix designs will be performed by the State at State expense when the mix
design is utilized for one or more working days. The Contractor shall bear all costs
involved in developing any mix design not utilized for one or more days and for all mix
designs developed after the first 3 that have been so utilized. The Engineer will determine
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the cost to the State for the mix designs, and the Department may deduct this amount from
any moneys due, or that may become due the Contractor under the contract.
C. Where asphalt concrete is to be produced from established sources and if acceptable to
the Engineer, the Contractor may advise the Engineer in writing that the source, gradings
and proportions of those aggregates proposed to be furnished are the same as those
approved for, and used on, another prior or concurrent project. The project shall be
identified by contract number. The Engineer will determine if an existing mix design is
acceptable for the current project.
3.06A PROPORTIONING FOR BATCH MIXING
A. When the Contractor elects to use batch mixing equipment, each aggregate storage bin
shall be equipped with a suitable, safe sampling device which will provide a sample,
representative of actual production, of the aggregate discharged into the weigh hopper or
volumetric proportioning bin. When the samples are taken from a location above ground
level, a means shall be provided for lowering the aggregate samples to the ground.
B. The fine material collected in dust control systems, other than centrifugal collectors or
knock-out boxes, shall be proportioned as provided for supplemental fine aggregate in this
Section 3.06A.
C. When supplemental fine aggregate is used, it shall be proportioned by weight as provided
in "Weight Proportioning" of Section 3.06, C, a, 1. A suitable, safe sampling device shall
be installed in each feed line or surge tank preceding the weigh hopper. The delivery point
of samples shall be safe and convenient. Aggregate and asphalt shall be proportioned by
weight or by volume as follows:
a. Manual Proportioning:
i. An automatic plant shall not be operated manually unless the automatic circuitry is
disconnected to the extent that the automatic circuitry cannot be achieved by the
mere operation of switch, circuit breaker or some other similar routine procedure.
ii. When manual proportioning is used in the production of asphalt concrete,
proportioning shall conform to the following:
1. Weight Proportioning
a. The zero tolerance for aggregate scales shall be 0.5-percent of
the total batch weight of the aggregate. The zero tolerance for
separate scales for weighing supplemental fine aggregate or
asphalt binder shall be 0.05-percent of the total batch weight of
the aggregate.
b. The indicated weight of material drawn from storage for any draft
of material shall not vary from the preselected scale setting by
more than the following percentages of the total batch weight of
the aggregate:
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i. Aggregate shall be within one percent, except that when
supplemental fine aggregate is used and is weighed
cumulatively with the aggregate, the draft of aggregate
drawn immediately before the supplemental fine
aggregate shall be within 0.5-percent.
ii. Supplemental fine aggregate shall be within 0.5-percent.
iii. Asphalt binder shall be within 0.1-percent. The asphalt
binder shall be measured by tank scale.
2. Volumetric Proportioning
a. Each size of aggregate, except supplemental fine aggregate, shall
be proportioned in a separate bin that is adjustable in size. Each
bin shall have a gate or other device so designed that the bin shall
be filled and struck off in measuring the volume of aggregate to be
used in the mix. Means shall be provided for calibrating the weight
of material in each measuring bin at any time. The plant shall be
operated in such a manner that the material in each aggregate bin
is within 2 percent of the weight preselected for the type of mixture
being produced.
b. Asphalt binder shall be proportioned by a meter or an adjustable
calibrated tank. When meters are used, the asphalt lines leading
to asphalt meters shall be full-circulating or shall be regulated so
that, during plant stoppages, the temperature of the asphalt does
not change more than 15° F from the temperature maintained
while the plant is in full operation. Asphalt binder shall be
proportioned to within 2 percent of the weight preselected for the
mixture being produced.
b. Automatic Proportioning
i. When automatic batch mixing is required by the special provisions or when the
Contractor elects to use an automatic batching system, the proportioning devices
shall be automatic to the extent that the only manual operation required for
proportioning all materials for one batch shall be a single operation of a switch or
starter.
1. Weight Proportioning
a. Automatic proportioning devices shall be of a type in which
materials discharged from the several bins are controlled by gates
or by mechanical conveyors. The batching devices shall be so
interlocked that no new batch may be started until all weigh
hoppers are empty, the scales are at zero, and the discharge
gates are closed. The means of withdrawal from the bins and of
discharge from the weigh box shall be interlocked so that not more
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than one bin can discharge onto any given scale at one time, and
that the weigh box cannot be tripped until the required quantity
from each of the bins has been deposited therein. In addition,
automatic proportioning devices shall be interlocked so that the
weighing cycle will be interrupted whenever the amount of
material drawn from any storage varies from the preselected
amount by more than the tolerances specified in Subsection of
3.06A, C, a, "Manual Proportioning." Whenever the weighing cycle
is interrupted, that specific batch shall not be used in the work
unless it can be manually adjusted to meet the specified
tolerances based on the total weight of the batch. When partial
batches are batched automatically, the interlock tolerances,
except the zero tolerance, shall apply to the total weight of the
aggregate in the partial batch.
b. Automatic proportioning devices shall be operated so that all
weight increments required for a batch are preset on the controls
at the same time. Controls shall be designed so that these
settings may be changed without delay, and the order of discharge
from the several bins can be changed as directed by the Engineer.
c. Automatic proportioning controls shall be equipped with means for
inspection of the interlock tolerance settings, and instructions for
doing so shall be immediately available at the point of operation.
d. To check the accuracy of proportioning during plant operation, the
Contractor shall provide means to check the weight of various
proportioned amounts on a separate scale located at the plant.
2. Volumetric Proportioning
a. Asphalt binder shall be proportioned by an adjustable calibrated
tank.
b. Automatic volumetric proportioning devices shall be of a type
which will not allow the bins to discharge into the mixer unless the
mixer is empty and the mixer discharge gate is closed and will not
operate unless the aggregate bins and asphalt binder tank are full.
c. The automatic proportioning device shall operate in such a
manner that the material in each aggregate bin and the asphalt
binder tank is within 2 percent of the preselected weight.
d. To check the accuracy of proportioning during plant operation, the
Contractor shall provide means to check the weight of various
proportioned amounts on a separate scale located at the plant.
3.06B PROPORTIONING FOR CONTINUOUS MIXING
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A. Asphalt binder shall be introduced into the mixer through a meter in conformance with the
provisions in Section 9-1.02, "Measurement." The asphalt meter shall automatically
compensate for changes in asphalt temperature, unless the meter is of the weight flow,
Coriolis effect, type. The system shall can vary the rate of delivery of binder proportionate
with the delivery of aggregate. During any day's run, the temperature of asphalt binder shall
not vary more than 50° F. The meter and lines shall be heated and insulated. The storage
for binder shall be equipped with a device for automatic plant cut-off when the level of
binder is lowered sufficiently to expose the pump suction line.
B. When supplemental fine aggregate is used, it shall be proportioned by weight by a method
that uniformly feeds the material within 2 percent of the required amount. Supplemental
fine aggregate shall be discharged from the proportioning device directly into the mixer.
C. The supplemental fine aggregate proportioning system shall function with such accuracy
that, when operated at between 30 percent and 100 percent of maximum operating
capacity, the average difference between the indicated weight of material delivered and the
actual weight delivered will not exceed one percent of the actual weight for three 15-minute
runs. For any of 3 individuals 15-minute runs, the indicated weight of material delivered
shall not vary from the actual weight delivered by more than 2 percent of the actual weight.
D. The fine material collected in all dust control systems may be returned to the aggregate
production stream without proportioning if returned at a rate commensurate with overall
plant production, and if returned at or before the mixer. Any return rate of less than 100
percent of the collection rate shall be metered as specified above for supplemental fine
aggregate.
E. The asphalt feeder, each of the aggregate feeders, the supplemental fine aggregate feeder,
if used, and the combined aggregate feeder, shall be equipped with devices by which the
rate of feed can be determined while the plant is in full operation.
F. The combined aggregate shall be weighed using a belt scale. The belt scale shall be of
such accuracy that, when the Plant is operating between 30 percent and 100 percent of
belt capacity, the average difference between the indicated weight of material delivered
and the actual weight delivered will not exceed one percent of the actual weight for three
3-minute runs. For any of the 3 individuals 3-minute runs, the indicated weight of material
delivered shall not vary from the actual weight delivered by more than 2 percent of the
actual weight.
G. The actual weight of material delivered for proportioning device calibrations shall be
determined by a vehicle scale in conformance with the provisions in Section 9-1.02,
"Measurement." The vehicle scale shall be located at the plant and shall be sealed within
24 hours of checking the plant's proportioning devices. The plant shall be equipped so that
this accuracy check can be made prior to the first operation for a project and at any other
time as directed by the Engineer.
H. The belt scale for the combined aggregate, the proportioning devices for supplemental fine
aggregate, if used, and the asphalt proportioning meter shall be interlocked so that the
rates of feed of the aggregates and asphalt will be adjusted automatically (at all production
rates and production rate changes) to maintain the bitumen ratio (pounds of asphalt per
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100 pounds of dry aggregate including supplemental fine aggregate, if used) designated
by the Engineer. The plant shall not be operated unless this automatic system is operating
and in good working condition.
I. Asphalt meters and aggregate belt scales used for proportioning aggregates and asphalt
shall be equipped with rate-of-flow indicators to show the rates of delivery of asphalt and
aggregate, and resettable totalizers so that the total amounts of asphalt and aggregate
introduced into the mixture can be determined. Rate-of-flow indicators and totalizers for
like materials shall be accurate within one percent when compared directly. The asphalt
cement totalizer shall not register when the asphalt metering system is not delivering
material to the mixer.
J. The bin or bins containing the fine aggregate and supplemental fine aggregate, if used,
shall be equipped with vibrating units or other equipment which will prevent any hang-up
of material while the plant is operating. Each belt feeder shall be equipped with a device to
monitor the depth of aggregate between the toughing rollers. The device for monitoring
depth of aggregate shall automatically shut down the plant whenever the depth of
aggregate is less than 70 percent of the target depth. To avoid erroneous shutdown by
normal fluctuation, a delay between sensing less than 70 percent flow and shutdown of the
plant will be permitted, as determined by the Engineer, at the time of the initial California
Test 109. A second device shall be located either in the stream of aggregate beyond the
belt or where it will monitor movement of the belt by detecting revolutions of the tail pulley
on the belt feeder. The device for monitoring no flow or belt movement shall stop the plant
automatically and immediately when there is no flow. The plant shall not be operated unless
both low-flow and no-flow devices are in good working condition and functioning.
K. The Contractor shall determine the moisture content of the aggregate at least once during
each 2 hours of production and shall adjust the moisture control equipment accordingly.
L. For continuous pugmill mixing plants an aggregate sampling device which will provide a
60-pound to 80-pound sample of the combined aggregate while the plant is in full operation
shall be provided in advance of the point where the aggregate enters the mixer.
M. For drier-drum mixing plants an aggregate sampling device which will provide a 60-pound
to 80-pound sample of the combined aggregate while the plant is in full operation shall be
provided in advance of the point where the aggregate enters the drier-drum mixer.
N. When the samples are taken from a location above ground level, a means shall be provided
for lowering the aggregate samples to the ground.
O. When supplemental fine aggregate is used, a suitable, safe sampling device shall be
installed in each feed line or surge tank preceding the proportioning device for the
supplemental fine aggregate.
3.07 BATCH MIXING
A. Aggregate, supplemental fine aggregate and asphalt binder shall be mixed in a batch
mixer, continuous mixing pugmill mixer or continuous mixing drier-drum mixer. The asphalt
content of the asphalt mixture will be determined by extraction tests in conformance with
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the requirements in California Test 310 or 362 or will be determined in conformance with
the requirements in California Test 379. The bitumen ratio (pounds of asphalt per 100
pounds of dry aggregate including supplemental fine aggregate if used) shall not vary by
more than 0.5-pound of asphalt above or 0.5-pound of asphalt below the amount
designated by the Engineer. Compliance with this requirement will be determined by testing
samples taken from the mat behind the paver before initial or breakdown compaction of
the mat.
B. The charge in a batch mixer, or the rate of feed to a continuous mixer, shall not exceed that
which will permit complete mixing of all the material. Dead areas in the mixer, in which the
material does not move or is not sufficiently agitated, shall be corrected by a reduction in
the volume of material or by other adjustments.
C. Asphalt binder shall be at a temperature of not less than 250° F nor more than 375° F when
added to the aggregate.
D. The temperature of the aggregate before adding the binder shall be not more than 325°
F.
E. When asphalt concrete is produced by batch mixing, the mixer shall be equipped with a
sufficient number of paddles of a type and arrangement to produce a properly mixed batch.
F. The binder shall be introduced uniformly into the mixer along the center of the mixer parallel
to the mixer shafts and other equipment. The mixer housing and weigh box housing shall
be provided with gates of ample size to permit ready sampling of the discharge of
aggregate from each of the plant bins and from each feed line or surge tank of
supplemental fine aggregate, if used. The Contractor shall provide a sampling device
capable of delivering a representative sample of sufficient size to permit the required tests.
G. The mixer shall be equipped with a timing device which will indicate by a definite audible
or visual signal the expiration of the mixing period. The device shall measure the time of
mixing within 2 seconds.
H. The time of mixing a batch shall begin on the charging stroke of the weigh hopper dumping
mechanism and shall end when discharge is started. Mixing shall continue until a
homogeneous mixture of uniformly distributed and properly coated aggregates of
unchanging appearance is produced. The time of mixing shall be not less than 30 seconds.
When automatic proportioning or automatic batch mixing is required by the special
provisions or when the Contractor elects to use an automatic batching system, an interval
timer shall control the time of mixing. The interval timer shall be interlocked so that the
mixer cannot be discharged until all the materials have been mixed for the full time
specified.
3.08 CONTINUOUS MIXING
A. Aggregate, supplemental fine aggregate and asphalt binder shall be mixed in a batch
mixer, continuous mixing pugmill mixer or continuous mixing drier-drum mixer. The asphalt
content of the asphalt mixture will be determined by extraction tests in conformance with
the requirements in California Test 310 or 362 or will be determined in conformance with
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the requirements in California Test 379. The bitumen ratio (pounds of asphalt per 100
pounds of dry aggregate including supplemental fine aggregate if used) shall not vary by
more than 0.5-pound of asphalt above or 0.5-pound of asphalt below the amount
designated by the Engineer. Compliance with this requirement will be determined by testing
samples taken from the mat behind the paver before initial or breakdown compaction of
the mat.
B. The charge in a batch mixer, or the rate of feed to a continuous mixer, shall not exceed that
which will permit complete mixing of all the material. Dead areas in the mixer, in which the
material does not move or is not sufficiently agitated, shall be corrected by a reduction in
the volume of material or by other adjustments.
C. Asphalt binder shall be at a temperature of not less than 250° F nor more than 375° F when
added to the aggregate.
D. The temperature of the aggregate before adding the binder shall be not more than 325°
F.
E. Continuous mixing plants shall utilize pugmill or drier-drum mixers.
F. When asphalt concrete is produced by pugmill mixing, the mixer shall be equipped with
paddles of a type and arrangement to provide sufficient mixing action and movement to
the mixture to produce properly mixed asphalt concrete. The combined aggregate shall
be fed directly from the drier to the mixer at a uniform and controlled rate.
G. Mixing shall continue until a homogeneous mixture of thoroughly and uniformly coated
aggregates of unchanging appearance is produced at discharge from the mixer.
H. Temperature of the completed mixture shall not exceed 325° F at discharge from the
mixer.
3.09 ASPHALT CONCRETE PLANTS
A. Any plants, including commercial plants, that produce asphalt concrete that is subject to
these specifications shall conform to the provisions in Section 14-9, "Air Quality," and shall
be equipped with a wet-tube dust washer or equal and other devices which will reduce the
dust emission to the degree that adjacent property is not damaged. The washer and other
equipment shall function efficiently always when the plant is in operation. During
production, petroleum products such as diesel fuel and kerosene shall not be used as a
release agent on belts, conveyors, hoppers or hauling equipment.
B. Plants shall be equipped with an inspection dock so constructed that an inspector standing
on the dock can inspect the completed mix and take samples, as necessary, from the
hauling vehicle before the vehicle leaves the plant site. This inspection dock shall allow
the vehicle to pull alongside and shall meet all applicable safety requirements of the
California Division of Occupational Safety and Health. Drivers shall be instructed to stop
at the dock whenever an inspector is on the dock and to remain there until directed to leave
by the inspector.
3.10 SUBGRADE
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A. Immediately prior to applying prime coat or paint binder (tack coat), or immediately prior to
placing the asphalt concrete when a prime coat or paint binder (tack coat) is not required,
the subgrade to receive asphalt concrete shall conform to the compaction requirement and
elevation tolerances specified for the material involved and shall be free of loose or
extraneous material. If the asphalt concrete is to be placed on an existing base or
pavement which was not constructed as part of the contract, the Contractor shall clean the
surface by sweeping, flushing or other means to remove all loose particles of paving, all
dirt and all other extraneous material immediately before applying the prime coat or paint
binder (tack coat).
3.11 PRIME COAT AND PAINT BINDER (TACK COAT)
A. Paint binder (tack coat) shall be applied to existing surfaces to be surfaced and between
layers of asphalt concrete, except when eliminated by the Engineer.
B. A prime coat of liquid asphalt shall be applied to the areas to be surfaced when there is a
contract item for the work or when the work is required by the special provisions. Prime
coat shall be applied only to those areas designated by the Engineer.
C. Prime coat shall be applied at the approximate total rate of 0.25-gallon per square yard of
surface covered. The exact rate and number of applications will be determined by the
Engineer.
D. Prime coat shall be applied at a temperature conforming to the range of temperatures
provided in Section 93-1.03B, "Mixing," for distributor application of the grade of liquid
asphalt being used.
E. A paint binder (tack coat) of asphaltic emulsion shall be furnished and applied in
conformance with the provisions in Section 94, "Asphaltic Emulsions," and shall be applied
to all vertical surfaces of existing pavement, curbs, gutters and construction joints in the
surfacing against which additional material is to be placed, to a pavement to be surfaced
and to other surfaces designated in the special provisions.
F. Paint binder (tack coat) shall be applied in one application at a rate of from 0.02-gallon to
0.10-gallon per square yard of surface covered. The exact rate of application will be
determined by the Engineer.
G. At the Contractor's option, paving asphalt may be used for paint binder (tack coat) instead
of asphaltic emulsion. If paving asphalt is used, the grade to be used and the rate of
application will be determined by the Engineer. The paving asphalt shall be applied at a
temperature of not less than 285° F nor more than 350° F.
H. Prime coat or paint binder (tack coat) shall be applied only so far in advance of placing the
surfacing as may be permitted by the Engineer. When asphaltic emulsion is used as a paint
binder (tack coat), asphalt concrete shall not be placed until the asphaltic emulsion has
cured.
I. Immediately in advance of placing asphalt concrete or asphalt concrete base, additional
prime coat or paint binder (tack coat) shall be applied as directed by the Engineer to areas
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where the prime coat or paint binder (tack coat) has been damaged, and loose or
extraneous material shall be removed, and no additional compensation will be allowed
therefor.
3.12 SPREADING
A. Asphalt pavers shall be self-propelled mechanical spreading and finishing equipment,
provided with a screed or strike-off assembly capable of distributing the material to not less
than the full width of a traffic lane. Screed action shall include any cutting, crowding or other
practical action which is effective on the mixture without tearing, shoving or gouging, and
which produces a surface texture of uniform appearance. The screed shall be adjustable
to the required section and thickness. The paver shall be provided with a suitable full width
compacting device. Pavers that leave ridges, indentations or other marks in the surface
shall not be used unless the ridges, indentations or other marks are eliminated by rolling
or prevented by adjustment in operation.
B. The asphalt paver shall operate independently of the vehicle being unloaded or shall can
propel the vehicle being unloaded in a satisfactory manner. The load of the haul vehicle
shall be limited to that which will ensure satisfactory spreading. While being unloaded the
haul, vehicle shall be in contact with the machine always, and the brakes on the haul
vehicle shall not be depended upon to maintain contact between the vehicle and the
machine.
C. No portion of the weight of hauling or loading equipment, other connection, shall be
supported by the asphalt paver, and no vibrations motions of the loader, which could have
a detrimental effect on the riding quality of the completed pavement, shall be transmitted
to the paver.
D. When asphalt concrete is placed directly upon asphalt treated permeable base, the asphalt
concrete shall be placed with a paver equipped with tracks unless layer being placed is
0.15-foot or less in compacted thickness.
3.13A GENERAL REQUIREMENTS
A. Placing material in a windrow, then picking it up and placing it in the asphalt paver with
loading equipment, will be permitted provided:
i. The asphalt paver is of such design that the material will fall into a hopper which
has a movable bottom conveyor to feed the screed.
ii. The loader (pick-up machine) is constructed and operated substantially all the
material deposited on the roadbed is picked up and deposited in the paving
machine.
iii. The windrow is deposited only so far in advance of the paver to provide for
continuous operation of the paver and not so far as to temperature of the asphalt
concrete in the windrow to fall below 260° F.
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B. Type A asphalt concrete shall be placed only when atmospheric temperature is above 50°
F.
C. Asphalt concrete shall not be placed underlying layer or surface is frozen, or when, in the
opinion of the Engineer, weather conditions will prevent the proper handling, finishing or
compaction of the mixtures.
D. Asphalt concrete shall be spread and compacted in the number of layers of the thicknesses
indicated in the following table:
Total Thickness
No.
of
Top
Layer
Thickness
(foot)
Next Lower
Layer
Thickness
(foot)
All Other
Lower Layer
Thickness
(foot)
Shown on
Layer
Min. Max. Min. Max. Min. Max.
0.20-foot or less 1 — — — — — —
0.25-foot a
2 0.12 0.13 0.12 0.13 — —
0.30- 0.40 foot 2 0.15 0.20 0.15 0.25 — —
0.45-foot or
more
b 0.15 0.20 0.15 0.25 0.15 0.40
a At the option of the Contractor, one layer 0.25-foot thick may be placed.
b At least 2 layers shall be placed if total thickness is 0.45-foot. At least 3 layers shall be
placed if total thickness is more than 0.45-foot and less than 0.90-foot. At least 4 layers
shall be placed if total thickness is 0.90-foot or more.
E. A layer shall not be placed over a layer which exceeds 0.25-foot in compacted thickness
until the temperature of the layer which exceeds 0.25-foot in compacted thickness is less
than 160° F at mid depth.
F. Asphalt concrete to be placed on shoulders, and other areas off the traveled way having a
width of 5 feet or more, shall be spread in the same manner as specified above. When the
shoulders and other areas are less than 5 feet in width, the material may be deposited and
spread in one or more layers by any mechanical means that will produce a uniform
smoothness and texture. Unless otherwise shown on the plans, asphalt mixtures shall not
be handled, spread or windrowed in a manner that will stain the finished surface of any
pavement or other improvements.
G. The completed mixture shall be deposited on the roadbed at a uniform quantity per linear
foot, as necessary to provide the required compacted thickness without resorting to
spotting, picking-up or otherwise shifting the mixture.
H. Segregation shall be avoided, and the surfacing shall be free from pockets of coarse or
fine material. Asphalt concrete containing hardened lumps shall not be used.
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I. Longitudinal joints in the top layer shall correspond with the edges of proposed traffic lanes.
Longitudinal joints in all other layers shall be offset not less than 0.5-foot alternately each
side of the edges of traffic lanes. The Engineer may permit other patterns of placing
longitudinal joints if the Engineer considers that those patterns will not adversely affect the
quality of the finished product.
J. Unless otherwise provided herein or permitted by the Engineer, the top layer of asphalt
concrete for shoulders, tapers, transitions, road connections, private drives, curve
widenings, chain control lanes, turnouts, left turn pockets, and other such areas, shall
not be spread before the top layer of asphalt concrete for the adjoining through lane has
been spread and compacted. At locations where the lanes are changed, the top layer
for the through lanes shall be paved first. existing pavement is to be surfaced and the
specified thickness of asphalt concrete to be spread and compacted on the existing
pavement is 0.25-foot or less, shoulders or other adjoining areas may be spread
simultaneously with the through provided the completed surfacing conforms to the
requirements specifications. Tracks or wheels of spreading equipment shall not be
operated on the top layer of asphalt concrete in any area until final compaction completed.
K. At locations shown on the plans, specified in the special provisions directed by the
Engineer, the asphalt concrete shall be tapered or feathered conform to existing surfacing
or to other highway and non-highway facilities.
L. At locations where the asphalt concrete is to be placed over areas inaccessible to
spreading and rolling equipment, the asphalt concrete shall be spread by any means to
obtain the specified results and shall be compacted thoroughly to the required lines, grades
and cross sections by means of pneumatic tampers, or by other methods that will produce
degree of compaction as pneumatic tampers.
3.13B SPREADING
A. All layers, except as otherwise provided in Section 3.13A, “General Requirements,” and in
this Section, shall be spread with an asphalt paver. Asphalt pavers shall be operated in
such a manner as to ensure continuous uniform movement of the paver.
B. In advance of spreading asphalt concrete over an existing base, surfacing bridge deck, if
there is a contract item for asphalt concrete (leveling) or if ordered by the Engineer, asphalt
concrete shall be spread by any mechanical means that will produce a uniform smoothness
and texture. Asphalt concrete (leveling) include, but is not limited to, the filling and leveling
of irregularities Asphalt concrete used to change the cross slope or profile of an existing
shall not be considered as asphalt concrete (leveling).
C. When directed by the Engineer, paint binder (tack coat) shall be applied to any layer in
advance of spreading the next layer.
D. Before placing the top layer adjacent to cold transverse construction joints, the joints shall
be trimmed to a vertical face and to a neat line. Transverse joints shall be tested with a 12-
foot straightedge and shall be cut back as required to conform to the provisions in
Section 3.13C, “Compacting," for surface smoothness. Connections to existing surfacing
shall be feathered to conform to the for smoothness. Longitudinal joints shall be trimmed
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to a vertical face neat line if the edges of the previously laid surfacing are, in the opinion
Engineer, in such condition that the quality of the completed joint will be affected.
E. Longitudinal joints in the top layer must match specified lane edges shown on the striping
plans. Longitudinal joints in lower HMA layers shall be offset at least 0.5 feet from each
side of the specified lane edges.
3.13C COMPACTING
A. Compacting equipment shall conform to the provisions in Section "Compacting
Equipment."
B. The Contractor shall furnish a sufficient number of rollers to obtain the compaction specified
in these special provisions and the surface finish required by the Standard Specifications
and these special provisions.
C. Rollers shall be equipped with pads and water systems that prevent sticking of asphalt
mixtures to the pneumatic tired or steel tired wheels. A parting agent that will not damage
the asphalt mixture may be used.
D. A pass shall be one movement of a roller in either direction. A coverage shall be as many
passes as are necessary to cover the entire width being paved. Overlap between passes
during any coverage, made to ensure compaction without displacement of material in
accordance with good rolling practice, shall be part of the coverage being made and not
part of a subsequent coverage. Each coverage shall be completed before subsequent
coverages are started.
E. Rolling shall commence at the lower edge and shall progress toward the highest portion,
except that when compacting layers which exceed 0.25-foot in compacted thickness, and
if directed by the Engineer, rolling shall commence at the center and shall progress
outwards.
F. Asphalt concrete shall be compacted by any means to obtain the specified relative
compaction before the temperature of the mixture drops below 65°C {150° F}. Additional
rolling to achieve the specified relative compaction will not be permitted after the
temperature of the mixture drops below 65°C {150° F} or once the pavement is opened to
public traffic. When vibratory rollers are used as finish rollers the vibratory unit shall be
turned off.
G. Rolling shall be performed so that cracking, shoving or displacement will be avoided.
H. Upon completion of rolling operations, if ordered by the Engineer, the asphalt concrete shall
be cooled by applying water. Applying water shall conform to the provisions in Section 13,
"Water Pollution Control."
I. The completed surfacing shall be thoroughly compacted, smooth and free from ruts,
humps, depressions or irregularities. Any ridges, indentations or other objectionable marks
left in the surface of the asphalt concrete by blading or other equipment shall be eliminated
by rolling or other means. The use of any equipment that leaves ridges, indentations or
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other objectionable marks in the asphalt concrete shall be discontinued, and acceptable
equipment shall be furnished by the Contractor.
J. When 12 feet long is laid on the finished surface and parallel with the center line, the
surface shall not vary more than 0.01-foot from the lower edge of the straightedge. The
transverse slope of the finished surface shall be uniform to a degree such that no
depressions greater than 0.02-foot are present when tested with 12 feet long laid in a
direction transverse to the center line and extending from edge to edge of a 12-foot traffic
lane.
K. Pavement within 50 feet of a structure or approach slab shall conform to the smoothness
tolerances specified in Section 51-1.03F(5)(b), "Bridge Deck Surface Texture."
L. Finish rolling shall be completed before pavement surface temperature is below 150
degrees F.
M. Traffic shall not be allowed on HMA until mid-depth temperature is below 160 degrees F
and the pavement surface temperature is below 140 degrees F.
3.14 MISCELLANEOUS AREAS
A. Surfacing of miscellaneous areas, such as median areas (exclusive of inside shoulders),
island areas, sidewalks, dikes, gutters , gutter flares, ditches, override drains, aprons at
the ends of drainage structures and other areas outside the traveled way which are
designated on the plans as miscellaneous areas to be paved with asphalt concrete, shall
conform to these specifications.
B. The asphalt concrete placed in miscellaneous areas may be spread in one layer. The
material shall be compacted to the required lines, grades and cross section.
C. Dikes shall be shaped and compacted with an extrusion machine or other equipment
capable of shaping and compacting the material to the required cross section.
3.16 MANHOLE, VALVE BOX, CLEANOUT AND MONUMENT ADJUSTMENT
A. All existing water valves, sewer clean-outs, monuments, manholes and public utility
facilities shall be adjusted to finished grade by the Contractor within seven (7) calendar
days after paving over each structure.
B. Raise public utility facilities in coordination with the requirements of and in coordination
with the various public utilities and as indicated on the Plans.
C. Monument boxes, water value boxes and detector hand-hole boxes shall be adjusted to
grade in conformance with in accordance with the City of Rohnert Park Standards.
D. Gate valves and manholes shall be adjusted per City of Rohnert Park Standard S-14,
sewer cleanouts shall be adjusted per District Standard SS-1, and city monuments shall
be adjusted per City of Rohnert Park Standard S-13.
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SECTION 02700 -29
E. Except as approved by the Engineer, Contractor shall protect utility iron to be raised to
grade while concrete collars are curing and keep traffic off of raised facilities for 48 hours
or until concrete has reached a minimum strength of 1,000 psi. Any damage to utility iron,
concrete collars or new HMA pavement shall be repaired or replaced at the Contractor’s
expense and to the satisfaction of the Engineer.
F. Utility manhole frame, chimney and covers shall be removed and replaced per the Contract
Documents.
G. Coordinate the iron raising and patch paving so that no partially completed iron raising
remains over the weekend.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
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SECTION 02700 -30
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
Rohnert Park City Proj. No 2024-08 SEALS
SECTION 02750 - 1
SECTION 02745
SEAL COATS
PART 1 - GENERAL
1.1 SCOPE OF WORK
A. Slurry Seal and Cape Seal shall be applied in all designated areas as shown on the plans and
shall be in accordance with Section 37, "Bituminous Seals," of the Standard Specifications and
these Special Provisions.
B. The Contractor's attention is directed to Section 5-1.01, "Authority of Engineer," of the Standard
Specifications and these Special Provisions. The Engineer reserves the right to cease work due
to unfavorable field conditions or material performance at no cost to the City.
C. Slurry seal shall be in accordance with Section 37-3 “Slurry Seals and Micro-Surfacing”.
D. Cape Seal shall be in accordance with Section 37-2 “Cape Seal”.
1.2 MATERIALS
A. Slurry Seal
1. Slurry Seal shall be Type II.
2. The average percent of residue by weight shall be 10.5% per pound.
3. The average slurry seal spread rate shall be 14 pounds per square yard.
4. The polymer modified asphaltic emulsion used for Slurry Seal must be Grade PMCRS-1h
cationic polymer modified asphaltic emulsion and must meet the requirements of Section
37.3.
B. Chip Seal
1. The polymer modified asphaltic emulsion used for chip seal must be Grade PMCRS2h
cationic polymer modified asphaltic emulsion.
2. Aggregate gradation for polymer asphaltic emulsion for chip seal must comply with the 3/8”
grading.
1.3 LABORATORY EVALUATION.
A. General. Before the work commences, the contractor shall submit a signed mix design covering
the specific materials to be used on the project. This design will be performed by a laboratory
which has experience in designing seal coats. After the mix design has been approved, no
substitution will be permitted, unless approved by the Engineer. ISSA can provide a list of
laboratories experienced in Micro Surfacing design.
B. Mix Design. The contractor shall submit to the Engineer for approval a complete mix design
prepared and certified by a laboratory. Compatibility of the aggregate, polymer-modified
emulsion, mineral filler, and other additives shall be verified by the mix design. The mix design
shall be made with the same aggregate gradation that the contractor will provide on the project.
Recommended tests and values are as follows:
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SECTION 02750 - 2
1.4 EQUIPMENT
A. General. All equipment, tools, and machines used in the performance of this work shall be
maintained in satisfactory working condition at all times to ensure a high-quality product.
1.5 CALIBRATION
A. Each mixing unit to be used in the performance of the work shall be calibrated in the presence of
the Engineer prior to construction. Previous calibration documentation covering the exact
materials to be used may be acceptable, provided that no more than 60 days have lapsed. The
documentation shall include an individual calibration of each material at various settings, which
can be related to the machine metering devices. No machine will be allowed to work on the project
until the calibration has been completed and/or accepted.
1.6 WEATHER LIMITATIONS
A. Slurry Seal and Chip Seal shall not be applied if either the pavement or air temperature is below
50°F (10°C) and falling, but may be applied when both pavement and air temperatures are above
45°F (7°C) and rising. No seals shall be applied when there is the possibility that the finished
product will freeze within 24 hours. The mixture shall not be applied when weather conditions
prolong opening to traffic beyond a reasonable time.
1.7 NOTIFICATION AND TRAFFIC CONTROL.
A. Notification. All homeowners and businesses affected by the construction shall be notified one
day in advance of the surfacing. Suitable signs may be posted prior to the surfacing. Should work
not occur on the specified day, a new notification shall be distributed. The notification shall be in
a form of a written posting, stating the time and date that the surfacing will take place.
B. Traffic Control. All traffic control devices shall be in accordance with State and Federal
requirements and, further, shall conform to the requirements of the Manual on Uniform Traffic
Control Devices. Suitable methods shall be used by the contractor to protect the Micro Surfacing
from damage from all types of vehicular traffic. Opening to traffic does not constitute acceptance
of the work. The Engineer shall be notified of the methods to be used.
1.8 SURFACE PREPARATION.
A. General. Immediately prior to applying the seals, the surface shall be cleared of all loose material,
silt spots, vegetation, and other objectionable material. Any standard cleaning method will be
acceptable. If water is used, cracks shall be allowed to dry thoroughly before applying seals.
Manholes, valve boxes, drop inlets and other service entrances shall be protected from the slurry
or cape seal by a suitable method. The Engineer shall approve the surface preparation prior to
surfacing. No dry aggregate either spilled from the lay-down machine or existing on the road, will
be permitted.
B. Tack Coat. Normally, tack coat is not required unless the surface to be covered is extremely dry
and raveled or is concrete or brick. If required, the tack coat should consist of one part emulsified
asphalt/three parts water and should be applied with a standard distributor. The emulsified asphalt
should be SS or CSS grade. The distributor shall be capable of applying the dilution evenly at a
rate of 0.05 to 0.10 gal/yd2 (0.23 to 0.45 l/m2). The tack coat shall be allowed to cure sufficiently
before the application of Micro-Surfacing. If a tack coat is to be required, it must be noted in the
project plans.
C. Cracks. It is advisable to pre-treat the cracks in the surface with an acceptable crack sealer prior
to the application of the Micro Surfacing.
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SECTION 02750 - 3
1.9 APPLICATION.
A. General. If required, it is recommended that a test strip be placed in conditions similar to those
expected to be encountered during the project.
When required by local conditions, the surface shall be pre-wetted by fogging ahead of the
spreader box. The rate of application of the fog spray shall be adjusted during the day to suit
temperatures, surface texture, humidity, and dryness of the pavement.
The slurry shall be of the desired consistency upon leaving the mixer. A sufficient amount of
material shall be carried in all parts of the spreader at all times so that a complete coverage is
obtained. Overloading of the spreader shall be avoided. No lumping, balling, or unmixed
aggregate shall be permitted.
No streaks, such as those caused by oversized aggregate, shall be left in the finished surface. If
excess streaking develops, the job will be stopped until the contractor proves to the Engineer that
the situation has been corrected. Excessive streaking is defined as more than four drag marks
greater than one-half (1/2) inch wide (12.7 mm) and four inches (4) long (101 mm), or one inch
(1) wide (25.4 mm) and three (3) inches long (76.2 mm), in any 29.9 yd2 (25 m2) area. No
transverse ripples or longitudinal streaks of one-fourth (1/4) inch in depth (6.4 mm) will be
permitted, when measured by placing a ten (10) foot (3 m) straight edge over the surface.
B. Joints. No excess buildup, uncovered areas, or unsightly appearance shall be permitted on
longitudinal or transverse joints. The contractor shall provide suitable-width spreading equipment
to produce a minimum number of longitudinal joints throughout the project. When possible,
longitudinal joints shall be placed on lane lines. Half passes and odd-width passes will be used
only in minimum amounts. If half passes are used, they shall not be the last pass of any paved
area. A maximum of three (3) inches (76.2 mm) shall be allowed for overlap of longitudinal lane
line joints. Also, the joint shall have no more than a one-fourth (1/4) inch (6.4 mm) difference in
elevation when measured by placing a ten (10) foot (3 m) straight edge over the joint and
measuring the elevation drop-off.
C. Handwork. Areas which cannot be reached with the mixing machine shall be surfaced using hand
squeegees to provide complete and uniform coverage. If necessary, the area to be hand-worked
shall be lightly dampened prior to mix placement. Care shall be exercised to leave no unsightly
appearance from handwork. The same type of finish as applied by the spreader box shall be
required.
D. Lines. Care shall be taken to ensure straight lines along curbs and shoulders. No runoff on these
areas will be permitted. Lines at intersections will be kept straight to provide a good appearance.
If necessary, a suitable material will be used to mask off the end of streets to provide straight
lines. Edge lines shall not vary by more than ± 2 inches (± 50 mm) horizontal variance in any 96
feet (30 m) of length.
E. Finishing.
1. Chip Seal:
a. The final slurry surfacing shall be rolled with a 10-ton pneumatic roller with a tire
pressure of 50 psi and equipped with a water spray system. Rolling shall begin as
soon as the slurry surfacing is sufficiently cured and will not pick up on tires of
roller. Surfaced areas shall receive a minimum of 2 coverage passes by roller.
b. The finished slurry seal shall have a uniform texture free of excessive scratch
marks, tears, or other surface irregularities. Excessive tear marks are considered 4
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Rohnert Park City Proj. No 2024-08 SEALS
SECTION 02750 - 4
marks that are 1/2 inch wide or wider and 6 inches or more long per 100 square
yards, or any marks 1 inch wide or wider or 4 inches long.
F. Clean-up. All areas, such as man-ways, gutters, and intersections, shall have the slurry and cape
seal mix removed as specified by the Engineer. The contractor shall, on a daily basis, remove
any debris associated with the performance of the work.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CHECKLIST
SECTION 02760 - 1
CHECKLIST: TRAFFIC STRIPING, PAVEMENT MARKERS,
PAVEMENT MARKINGS AND SIGNAGE QUALITY CONTROL CHECKLIST
Climatic Conditions
• Have the air and surface temperatures been checked at the coolest location on the project
and do they meet agency requirements?
• Do not apply pavement marking paint if air or surface temperatures are below 40 Degrees F.
• Application of striping or marking shall not begin if rain, fog or snow is likely within 8 hours.
Traffic Control
• The signs and devices used match the traffic control plan.
• The work zone complies with Caltrans requirements.
• Flaggers do not hold the traffic for extended periods of time.
• Signs are removed or covered when they no longer apply.
Striping, Painting and Marking
• Is surface properly cured?
• Does layout and alignment match what existed prior to the beginning of the project?
• Is all layout and alignment in accordance with California Department of Transportation
Traffic Manual?
• Is all layout, alignment, and spotting for traffic stripes and markings complete and approved
by the Engineer?
• Is the painting machine fully functional?
• Ensure all surfaces are clean and dry prior to painting.
• Check and follow manufacturer’s instructions.
• Ensure thermoplastic material is at manufacturer’s recommended temperature or between
400 and 425 degrees F.
• Read manufacture’s MSDS and keep same on site.
• Is proper safety equipment available and functional?
• Provide a minimum drying time between paint applications of 20 minutes.
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• Are thermoplastic traffic stripes and pavement markings free of runs, bubbles, craters, drag
marks, stretch marks, and debris?
• Are all painted pavement markings clean and sharp as to dimensions?
Cleanup
• All excess paint materials shall be removed from the travel way.
• Remove paint spills from all areas including curbs, sidewalks and radius applications.
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ROHNERT PARK CITY PROJ. NO 2024-08 CHECKLIST
SECTION 02760 - 3
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
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SECTION 01270 - 1
SECTION 02760
TRAFFIC STRIPING, PAVEMENT MARKERS,
PAVEMENT MARKINGS AND SIGNAGE
PART 1 GENERAL
1.01 SCOPE OF WORK
A. This work consists of removal and replacement of traffic stripes, legends, and raised
pavement markers on various roadway sections to their original configuration or as shown
on the plans or directed by the engineer in the field. Any roads, driveways, walls, and curbs
which are damaged during construction, shall be repaired to their original or better
condition.
B. Traffic signs, stripes, legends, and raised pavement markers shall conform to the latest
edition of the California Manual on Uniform Traffic Control Devices, California Department
of Transportation, Traffic Manual, Maintenance Manual, and Caltrans Standard
Specifications as modified by these Special Provisions.
C. The work includes striping, markings, markers, and signage on the roadway sections as
shown on the project plans, located in Rohnert Park, California.
D. Where traffic conditions are to remain, roadways shall be striped and marked to match
existing except as noted in the plans.
1.02 REFERENCES
A. California Department of Transportation (Caltrans):
1. Maintenance Manual.
2. Current State Standard Specifications
a. Section 84 – Traffic Stripes and Pavement Markings
b. Section 85 – Pavement Markers
c. Section 91 – Paint
d. Section 95 – Epoxy
3. California Manual on Uniform Traffic Control Devices
1.03 SUBMITTALS
A. The Contractor shall submit a schedule for the performance of this work. The schedule
shall include approximate dates of work on each roadway section.
B. The Contractor shall submit a detailed traffic control plan for the performance of this work.
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C. The Contractor shall furnish material certificates, including test reports for paints and
adhesives signed by the material producer and the Contractor, showing compliance with
the respective specifications.
D. The contractor shall develop and submit a quality control procedure for the project. This
shall, at a minimum, cover the areas or subjects contained in the Checklist of this section.
Approval of the quality control plan by the Engineer does not relieve the contractor of
responsibility for quality control or work methods.
1.04 PROJECT CONDITIONS
A. Do not apply pavement marking paint within 8 hours of fog or rain or when below 40
Degrees F or when pavement is wet.
B. Contractor shall guarantee that all traffic lane pavement markers be in place and adhered
to the pavement for a period of not less than 90 days from the date of acceptance of the
work by the Owner.
C. All new traffic striping and pavement markings shall be thermoplastic, unless otherwise
shown on the plans.
D. No pavement markings shall be applied to any roadway surface until new hot mix asphalt
surface has cured for a minimum of seven (7) days when hot melt bituminous adhesive is
used, and not less than 14 days when epoxy adhesive us used.
PART 2 PRODUCTS
2.01 TRAFFIC PAINT
A. Traffic paint and glass beads shall conform to the requirements of Section 84-3 of the
Caltrans Standard Specifications.
2.02 THERMOPLASTIC MATERIAL
A. Thermoplastic material and glass beads shall conform to the requirements of Caltrans
Standard Specifications Section 84-2.
B. Thermoplastic material shall be free of lead and chromium, and shall conform to the
requirements in State Specification PTH-02ALKYD.
C. Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform
to the requirements in ASTM Designation: D 6359-99. White thermoplastic traffic stripes
and pavement markings shall have a minimum initial retroreflectivity of 250 mcd m-2 lx-1.
Yellow thermoplastic traffic stripes and pavement markings shall have a minimum initial
retroreflectivity of 150 mcd m-2 lx-1.
D. Thermoplastic material shall be white, unless otherwise shown on the plans.
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2.03 GLASS BEADS
A. Glass beads to be applied to surface of the paint and thermoplastic shall conform to the
requirements of State Specification 8010-11E -22 (Type II).
2.04 PAVEMENT MARKERS AND ADHESIVES
A. Reflective Markers
1. Reflective markers shall be Type B or Type D reflective markers as defined in State
Standard Specifications Section 85. Materials shall conform to material standards
referenced in State Standard Specifications Section 85.
B. Non-Reflective Markers
1. Non-reflective markers shall be Type A or Type AY non-reflective markers as
defined in State Standard Specifications Section 85. Materials shall conform to
material standards referenced in State Standard Specifications Section
85.Reflective and non-reflective raised pavement markers shall be ceramic
conforming to the requirements of Section 85, "Pavement Markers," of the State
Standard Specifications and these specifications.
C. Retroreflective pavement markers shall be marked as abrasion resistant on the body of the
markers.
D. The Contractor shall furnish the Engineer certificates of compliance for the pavement
markers in conformance with the provisions in Section 6-1.07, "Certificates of Compliance,"
of the State Standard Specifications.
E. Adhesive for pavement markers shall be Rapid Set Type epoxy conforming to Section 95-
2.04 of the Caltrans Standard Specifications or hot melt bituminous adhesive conforming
to Section 85-1.055 of the Caltrans Standard Specifications.
2.05 SIGNAGE
a. Signage shall conform to Section 56 of the Caltrans Standard Specifications and Volume
1, Section 1-A of the City Traffic Design Standards.
PART 3 EXECUTION
3.01 LAYOUT
A. The Contractor shall furnish the necessary control points for all striping, painting and
markings and shall be responsible for the completeness and accuracy thereof to the
satisfaction of the Engineer.
B. The Contractor shall perform all layout, alignment, and spotting for traffic stripes and
markings. Traffic striping shall match the striping shown on the plans or directed by the
engineer. When indicated on the plans, striping and marking shall not vary by more than 2
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inches in 50 feet from the alignment shown on the plans. Where markings will match
existing markings, striping and marking shall not vary by more than 2 inches in 50 feet from
the existing markings. The dimensional details of the stripes and markings shall conform
to the provisions set forth in the Traffic Manual and Maintenance Manual available for
Caltrans.
C. Cat tracks shall consist of spots of paint not more than 3 inches in width and not more than
5 feet apart along the alignment of the stripe. Paint for the cat tracks shall be the same as
that for the intended stripe. Paint for the dribble lines shall be neutral color obtained by
mixing approximately two parts white paint with one part black paint.
D. Existing stripes and markings shall be removed prior to painting new ones, but in no case
shall any section of street be left without the proper striping for more than 24 hours, or over
weekends or holidays.
E. NO STRIPING SHALL BE PAINTED UNTIL THE LAYOUT AND SPOTTING HAVE BEEN
SPECIFICALLY APPROVED BY THE ENGINEER. Allow 3 working days for approval.
3.02 TRAFFIC PAINT AND GLASS BEADS
A. Traffic markings shall be placed in conformance with the provisions in Section 84,
"Pavement Markings," of the State Standard Specifications, per Volume 1, Section 2-A
through 2-D, and 2-G of the City Traffic Design Standards, and these special provisions.
B. All lines stop bars and crosswalks to be painted on street surfaces shall be thermoplastic
material Pavement markings of test symbols and arrows shall be formed per Caltrans
Standards and shall be thermoplastic material.
C. Thermoplastic traffic stripes (traffic lines) and pavement markings shall be applied in
conformance with the provisions in Section 84, "Traffic Stripes and Pavement Markings,"
of the Caltrans Standard Specifications and these special provisions.
D. Thermoplastic traffic stripes (traffic lines) and pavement markings shall conform to the
provisions in Section 84-1, “General”, and 84-2 “Thermoplastic Traffic Striper and
Pavement Markings,” of the Caltrans Standard Specifications” and these Special
Provisions.
E. Thermoplastic material for traffic stripes shall be applied at a minimum rate of 0.20-lb/ft.
The minimum application rate is based on a solid stripe of 4 inches in width.
F. All new surfaces shall have the traffic paint applied in two applications in accordance with
Section 84-3 of the Caltrans Standard Specifications. The first or priming coat shall be in
light applications without glass beads to seal the pavement. The first coat shall be dry
before application of the second coat.
G. All striping and marking shall be laid out by the Contractor and field reviewed by the City
prior to final placement of the Thermoplastic material. Failure to obtain this field review
shall be basis for rejection of the work by the City. Any work rejected shall be completely
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removed, the surface of the pavement restored to the satisfaction of the City, and new
striping and marking placed at the Contractor’s expense.
H. Restriping except where indicated on the drawings, shall coincide with the original painting
and shall be applied in one application in accordance with Section 84-3 of the Caltrans
Standard Specifications.
I. Striping for 24" bars, 12" stop bars, and crosswalk lines shall coincide with the original
painting except where indicated otherwise on the plans and shall be installed using
Thermoplastic material. Stop bars shall be installed behind the pedestrian path of travel.
J. The pavement markings of the legend (text) and symbols (arrows) shall be furnished and
installed, and shall coincide with the original painting except where indicated otherwise on
the plans and shall be installed using Thermoplastic material.
K. Where striping joins existing striping, as shown on the plans, the Contractor shall begin
and end the transition from the existing striping pattern or from the new striping pattern a
sufficient distance to ensure continuity of the striping pattern.
L. All surfaces to be painted shall be clean and dry prior to painting. Ample time shall be
allowed between placement of the asphalt pavement and the initial painting application.
There shall be a minimum drying time between paint applications of approximately 20
minutes.
M. Glass beads shall be placed on all traffic stripes (except black stripes) and pavement
markings except for the first or priming coat on new asphalt surfaces. All glass beads shall
be applied directly to the wet traffic paint with a method that provides uniform distribution.
N. Striping shall not be applied at temperatures below 50° F or if pavement surfaces are wet.
O. Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters,
drag marks, stretch marks, and debris.
P. All painted pavement markings shall be clean and sharp as to dimensions. Ragged ends
of segment or fogginess along the sides shall not be permitted.
Q. The alignment of all striping shall be accurately laid out. Lines which have a wavy
appearance shall be removed and replaced by the Contractor at its expense.
3.03 THERMOPLASTIC MATERIAL AND GLASS BEADS
A. Thermoplastic material and glass beads shall be applied in accordance with Caltrans
Standard Specifications Section 84-2.04. Minimum application thickness shall be 0.1-inch
for traffic stripes and 0.15-inch for pavement markings.
3.04 REMOVAL OF STRIPING, MARKERS AND MARKINGS
A. All stripes and pavement markings not in conformance with the proposed striping plan shall
be removed by grinding or sandblasting. Black paint will not be allowed unless specifically
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SECTION 01270 - 6
indicated on the drawings. All thermoplastic material and raised pavement markers shall
be removed prior preparation of the pavement reinforcing fabric.
3.05 PAVEMENT MARKERS
A. Pavement markers shall be placed in conformance with the provisions in Section 85,
"Pavement Markers," of the State Standard Specifications, per Volume 1, Section 2-E of
the City Traffic Design Standards, and these special provisions.
B. All surfaces shall be clean and dry prior to application of the markers.
C. Installation of pavement markers shall conform to the requirements of Section 85-1.06 of
the Caltrans Standard Specifications.
D. Blue reflective pavement markers shall be furnished and installed at the street centerline
to mark the location of each existing fire hydrant.
E. Yellow raised reflective pavement markers shall be installed on the top of curb at island
noses; minimum of four per nose maximum spacing four foot on center per City STD. 721.
F. The adhesive material used in the installation of pavement markers will cause severe
dermatitis if it is allowed to come in contact with the skin or eyes. Use gloves and protective
creams on the hands. Should this material contact skin, wash thoroughly with soap and
water. Do not attempt to remove this material from the skin with solvents. If any adhesive
material gets into the eyes, flush for 10 minutes with water and secure immediate medical
attention.
3.06 TEMPORARY MARKING
A. Temporary Pavement markerings shall be placed in conformance with the provisions in
Section 84, "Pavement Markings," of the State Standard Specifications, per Volume 1,
Section 2-F and 2-G of the City Traffic Design Standards, and these special provisions.
B. Temporary pavement delineation shall be furnished, placed, maintained, and removed in
conformance with the provisions in Section 12-3.01, "General," of the State Standard
Specifications and these special provisions. Nothing in these special provisions shall be
construed as reducing the minimum standards specified in the California MUTCD or as
relieving the Contractor from the responsibilities specified in Section 7-1.09, "Public
Safety," of the State Standard Specifications.
C. Whenever the work causes obliteration of pavement delineation, temporary or permanent
pavement delineation shall be in place prior to opening the traveled way to public traffic.
Laneline or centerline pavement delineation shall be provided at all times for traveled ways
open to public traffic.
D. All work necessary, including any required lines or marks, to establish the alignment of
temporary pavement delineation shall be performed by the Contractor. Surfaces to receive
temporary pavement delineation shall be dry and free of dirt and loose material. Temporary
pavement delineation shall not be applied over existing pavement delineation or other
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temporary pavement delineation. Temporary pavement delineation shall be maintained
until superseded or replaced with a new pattern of temporary pavement delineation or
permanent pavement delineation.
E. Temporary pavement markers and removable traffic type tape which conflicts with a new
traffic pattern or which is applied to the final layer of surfacing or existing pavement to
remain in place shall be removed when no longer required for the direction of public traffic,
as determined by the Engineer.
F. Whenever lanelines and centerlines are obliterated, the minimum laneline and centerline
delineation to be provided shall be temporary reflective raised pavement markers placed
at longitudinal intervals of not more than 15 feet. The temporary reflective raised pavement
markers shall be the same color as the laneline or centerline the markers replace.
G. Temporary reflective raised pavement markers shall be placed in accordance with the
manufacturer's instructions and shall be cemented to the surfacing with the adhesive
recommended by the manufacturer, except epoxy adhesive shall not be used to place
pavement markers in areas where removal of the markers will be required.
H. Temporary laneline or centerline delineation consisting entirely of temporary reflective
raised pavement markers placed on longitudinal intervals of not more than 24 feet shall be
used on lanes opened to public traffic for a maximum of 14 days. Prior to the end of the
14 days the permanent pavement delineation shall be placed. If the permanent pavement
delineation is not placed within the 14 days, the Contractor shall provide, at his expense,
additional temporary pavement delineation. The additional temporary pavement
delineation to be provided shall be equivalent to the pattern specified for the permanent
pavement delineation for the area, as determined by the Engineer.
3.07 CURB PAINTING
A. The contractor shall paint curbs with two coats red paint to replace paint for existing painted
curbs disturbed by construction activities in conformance with Section 84 of the State
Standard Specifications.
3.08 SIGNAGE
A. Signage installation shall conform to Section 56 of the Caltrans Standard Specifications
and Volume 1, Section 1-B of the City Traffic Design Standards.
END OF SECTION
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CRACK SEALING
SECTION 02770 - 1
SECTION 02770
CRACK SEALING
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. This work consists of preparing and sealing pavement cracks on various existing roadway
pavement sections for overlay within the limits of work with a hot applied rubberized crack
sealant to prolong the life of existing pavements by preventing moisture from penetrating
the roadway and parking lot pavement section, and by preventing the spalling of material
from the edges of the cracks. A roadway will include all travel lanes, shoulders, bike lanes,
and intersections.
1.02 REFERENCES
Current Caltrans Standard Specifications:
A. Section 37 –Seal Coats
B. Section 92 – Asphalt Binders
C. Section 94 – Asphalt Binders
1.03 SUBMITTALS
A. The Contractor shall submit a schedule for the performance of this work. The schedule
shall include approximate dates of work on each roadway or parking lot section.
B. The Contractor shall submit a traffic control plan for the performance of this work.
C. The Contractor shall furnish material certificates, technical data sheets and MSDS sheets
for all material supplied.
D. The Contractor shall furnish technical data sheets, application instructions and MSDS
sheets for herbicide.
E. The Contractor shall provide the Engineer with the following information five (5) days prior
to commencing the Work:
1. Name and mailing address of crack sealant supplier and manufacturer;
2. Name of crack sealant product to be supplied; and
3. Written confirmation from the manufacturer and the contractor that the crack
sealant to be supplied meets all specified requirements along with test results that
demonstrate that the product meets all specified requirements.
F. The contractor shall develop and submit a quality control procedure for the project. This
shall, at a minimum, cover the areas or subjects contained in Appendix A of this section.
Approval of the quality control plan by the Engineer does not relieve the contractor of
responsibility for quality control or work methods.
1.04 PROJECT CONDITIONS
A. Crack Seal:
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CRACK SEALING
SECTION 02770 - 2
1. All Work shall be performed during daylight hours only. No Work shall be
performed if the visibility is less than 2,000 feet.
2. No Work shall be performed during rain or snow or when the pavement surface or
cracks are wet.
3. Crack seals shall not be applied until cracks are cleaned and dry and tacked.
4. Crack seals shall not be applied when the atmospheric temperature is below 55°
F, or below 50° F and rising, or above 90° F, or when the pavement temperature
is below 55° F.
PART 2 - PRODUCTS
2.1 GENERAL
A. The Contractor shall supply all materials necessary for the Work including the crack
sealant.
2.2 CRACK SEALERS
A. Modified rubberized asphalt crack sealant shall conform to the following requirements:
Test ASTM Designation Requirements
Softening Point D 36 93°C min.
Cone Penetration @ 25°C D 5329 40 dmm, min.
Resilience @ 25°C D 5329 40 percent min.
Tensile adhesion D 5329 400 percent min.
B. Modified rubberized asphalt crack sealant material shall be furnished premixed in
containers with an inside liner of polyethylene. Packaged material shall not exceed
66 pounds in weight.
C. Modified rubberized asphalt crack sealant material shall be capable of being melted and
applied to cracks at temperatures below 400° F. When heated, it shall readily penetrate
cracks 1/4 inch wide or wider.
2.3 HERBICIDE
A. Herbicide shall be a non-persistent type, industrial Round Up, or equal and contain a
marker dye.
PART 3 - EXECUTION
3.1 GENERAL
A. Cracks from 1/4 inch and less than 1 inch in width shall be cleared of dirt, dust, and other
deleterious materials and repaired with asphalt crack sealer applied in accordance with the
manufacturer's recommendations. Crack routing is not required but may be performed to
meet cleanliness requirements.
B. All vegetation in the roadway area shall be sprayed with herbicide, allowed 7 days to
desiccate and be removed from all roadway surfaces.
3.2 PREPARATION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CRACK SEALING
SECTION 02770 - 3
A. Thermoplastic striping, tape, and raised pavement markers shall be removed and replaced
or protected.
B. The Contractor shall verify that all crack sealant delivered and used in the Work is the type
and grade ordered.
3.3 CRACK CLEANING
A. Prior to crack cleaning, the contractor shall inspect the roadway. All cracks within the entire
width of the pavement surface, which are greater than 1/8-inch and greater in width and
showing signs of raveling or spalling shall be cleaned. All cracks 1/4-inch to 1-inch shall
be cleaned. Do not clean cracks greater than 1-inch, and do not seal spalls or cavities
greater than 4 inches, unless otherwise directed.
B. Where vegetation is present, and seven days prior to crack cleaning, apply a non-persistent
herbicide to the cracks. Herbicide shall be applied to all cracks where vegetation is present
regardless of the crack size. Herbicide and vegetation removal shall be completed on all
roadway sections. Herbicide shall contain a dye.
C. Remove all vegetation on all roadway sections.
D. Thoroughly clean cracks to be crack sealed. Before applying the hot sealant, clean cracks
by an approved method or methods to remove dust, dirt, moisture, vegetation, debris, loose
sealant and other foreign material. Cracks shall be cleaned to a minimum of two times the
width of the crack or one inch whichever is greater. Old sealant which protrudes above the
asphalt concrete surfacing shall be completely removed. Keep these areas clean and dry
until all sealing operations are completed.
E. If the pavement temperature is below 40 degrees F or if there is evidence of moisture in
the crack, use a propane lance unit capable of producing a blast of hot air that operates at
97 psi, 2.5 cubic feet per second, 900°F and a gas velocity of 2,000 feet per second. Take
care to not burn or overheat pavement with hot air lance. The temperature of the hot-air
lance shall be kept below 930°F and the tip 2 to 4 inches from the crack. Routing is allowed
but not required.
3.4 CRACK SEALING
A. Crack sealant shall be applied only after the cracks and adjacent asphalt concrete
surfacing have been cleaned and dried. Crack sealant material shall be spread with a
nozzle or device approved for use by the Engineer and be placed within the specified
temperature range.
B. The sealing operation shall follow directly behind the cleaning operation. In no instance
shall the crack sealing operation be separated from the cleaning operation by more than
250 feet.
C. Ensure cracks are clean and dry before placing sealant.
D. Prior to the application of crack sealant, the Contractor shall ensure that the road surface
adjacent to the cracks is clean.
E. After completing either one half mile of roadway or one half day’s work crack sealing,
whichever comes first, the roadway shall be inspected by the contractor’s superintendent
and the City. Crack sealing that is out of compliance with these specifications shall be
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CRACK SEALING
SECTION 02770 - 4
marked and corrected, prior to proceeding to other roadways. Crack sealing which meets
the specifications shall become the baseline for acceptance of the remaining work.
F. Follow manufacturer’s recommendations for sealant application temperatures. Hot-pour
crack sealant shall be heated to the temperature specified by the manufacturer.
Overheating will not be permitted. The sealant shall be circulated in the hose when the
installation train is idle.
G. Use a mechanical applicator wand capable of continuously feeding the sealant through
nozzles capable of placing the crack sealant. A positive sealant flow shutoff mechanism
is required.
H. Sealant shall be even and consistent. Sealant shall not be reheated more than the
allowable number of times nor greater than the recommended period of time as
recommended by the manufacturer.
I. Sealant shall flow evenly with no surging. The vat is to be kept part full at all times.
J. Cracks shall be filled from the bottom up.
K. There shall be no bubbles due to moisture present in the crack.
L. Crack sealant shall be applied so that the crack is flush filled immediately following
application. Fill the entire crack reservoir with the sealant from the bottom up to
approximately 1/16 inch above the pavement surface.
M. Excess crack sealant shall be removed from the pavement surface immediately following
application. Removal shall involve the use of a squeegee, starting from the centerline and
proceeding to the shoulder. Immediately scrape the filled cracks with a V-shaped or U-
shaped squeegee, or similar hand tool, to smooth the overfill. Squeegee shall be the
correct shape and shall not be worn. Squeegee shall be kept clean and free of carbon or
filler build up. Squeegee shall be operated at the correct distance from the crack and be
centered on the crack.
N. Reapply sealant to any areas that are under filled.
O. Application shall have an even and uniform appearance flush with the pavement surface.
P. Traffic shall be kept off sealed cracks until the crack sealant will not track under the action
of traffic.
Q. Within two (2) days after application of sealant, sealed cracks that reopen or in which the
sealant material sags below the surrounding asphalt concrete surfacing and shoulders
shall be resealed.
R. Fuel, asphalt and any other spills shall be cleaned up to the satisfaction of the Engineer at
the Contractor’s expense.
3.5 SURFACE STRUCTURES
A. The Contractor shall be responsible for protecting surface structures.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 AGGREGATE BASE
SECTION 02902 - 1
SECTION 02902
AGGREGATE BASE
PART 1 - GENERAL
1.01 SUMMARY
A. Aggregate base shall be Class 2 conforming to and placed in accordance with the
requirements of Section 26 of the Caltrans Standard Specifications, with the following
modifications and additional requirements.
PART 2 - PRODUCTS
2.01 REQUIREMENTS
A. Quality Requirements: The minimum sand equivalent shall be 31 for any individual test.
PART 3 - EXECUTION
3.01 PLACEMENT AND COMPACTION
A. The surface of the finished aggregate base shall be firm and unyielding. Any visible
movement vertically or horizontally of the aggregate base under the action of
construction equipment or other loads shall be considered as evidence that the
aggregate base does not meet this requirement.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 AGGREGATE BASE
SECTION 02902 - 2
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2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 1
SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SUMMARY
A. This section includes requirements for cast-in-place concrete for valve box, monument box,
and cast-in-place concrete for curbs, gutters, and sidewalks.
B. Contractor shall coordinate work with other concurrent and adjacent projects.
C. Section Includes:
1. Concrete Materials for Curbs, Gutters and Sidewalks.
2. Concrete Materials for Utility Collars.
2. Admixtures.
3. Accessories.
4. Joint Devices and Filler Materials.
5. Concrete Mix.
6. Formwork.
7. Form Coatings.
8. Curing Compounds.
9. Storm Drain Junction Structure
1.02 RELATED SECTIONS
A. Section 02220 Demolition, Salvage, and Abandonment
B. Section 02665 Water Utility Distribution Piping and Appurtenances, Pipe Support at
Bridge
1.03 REFERENCES
A. City of Rohnert Park Manual of Standards, Details and Specifications.
B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C 94 (2011) Ready-Mixed Concrete.
ASTM C 143/C 143M (2010a) Slump of Hydraulic Cement Concrete.
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SECTION 03300 - 2
ASTM C 150 (2009) Portland Cement.
ASTM C 171 (2007) Sheet Materials for Curing Concrete.
ASTM C 172 (2010) Sampling Freshly Mixed Concrete.
ASTM C 231 (2010) Air Content of Freshly Mixed Concrete by the
Pressure Method.
ASTM C 260 (2010a) Air-Entraining Admixtures for Concrete.
ASTM C 309 (2007) Liquid Membrane-Forming Compounds for
Curing Concrete.
ASTM C 494 (2010a) Chemical Admixtures for Concrete.
ASTM C 595 (2010) Blended Hydraulic Cements.
ASTM C 618 (2008a) Coal Fly Ash and Raw or Calcined Natural
Pozzolan for Use as a Mineral Admixture in Concrete.
ASTM C 685 (2010) Concrete Made by Volumetric Batching and
Continuous Mixing.
ASTM C 920 (2011) Elastomeric Joint Sealants.
ASTM C 1064 (2008) Temperature of Freshly Mixed Hydraulic-Cement
Concrete.
ASTM C 1107 (2011) Packaged Dry, Hydraulic-Cement Grout
(Nonshrink).
ASTM D 75 (2009) Sampling Aggregates.
ASTM D 98 (2005) Calcium Chloride.
ASTM D 1752 04a(2008) Preformed Sponge Rubber and Cork
Expansion Joint Fillers for Concrete Paving and
Structural Construction.
ASTM E 96 (2010) Water Vapor Transmission of Materials.
C. CALIFORNIA TEST METHODS (CTM)
CTM 417 (2006) Method of Testing Soils and Waters for Sulfate
Content.
CTM 422 (2000) Method of Testing Soils and Waters for Chloride
Content.
CTM 504 (2010) Determining Air Content of Freshly Mixed
Concrete by the Pressure Method.
CTM 521 (2001) Compressive Strength of Molded Concrete
Cylinders.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 3
CTM 529 (1999) Method of Test for Proportions of Coarse
Aggregate in Fresh Concrete.
CTM 533 (2010) Method of Test for Ball Penetration in Fresh
Portland Cement Concrete.
CTM 539 (2010) Method of Test for Sampling Fresh Concrete.
CTM 540 (2010) Making, Handling, and Storing Concrete
Compressive Test Specimens in the Field.
1.04 SUBMITTALS
A. Shop Drawings: Indicate pertinent dimensioning, form materials.
B. Submit the following Product Data:
1. Identify mix ingredients and proportions, including Air-Entraining Admixture,
Accelerating Admixture, Water-Reducing or Retarding Admixture.
2. Identify curing materials.
3. Expansion Joint Filler Strips, Premolded Joint Sealants - Field Molded Sealants
4. Manufacturer's literature is available from suppliers that demonstrates compliance
with applicable specifications for the above materials.
C. Batching and Mixing Equipment:
1. Batching and mixing equipment will be accepted on the basis of submitted
manufacturer's data which demonstrates compliance with the applicable
specifications.
D. Conveying and Placing Concrete:
1. The methods and equipment for transporting, handling, depositing, and
consolidating the concrete shall be submitted prior to the first concrete placement.
E. Formwork:
1. Formwork design shall be submitted prior to the first concrete placement.
F. Design Data:
1. Submit concrete mix design for each concrete strength. Submit separate mix
designs when admixtures are required for the following:
a. Hot and cold weather concrete work
b. Air entrained concrete work.
2. Identify mix ingredients and proportions, including admixtures.
3. Identify chloride content of admixtures and whether or not chloride was added
during manufacture.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 4
G. Batch Plant Records:
1. Submit delivery tags from the batch plant for each delivery. Tags shall include mix
design supplied, strength, slump, and admixtures.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with The City of Rohnert Park Manual of Standards.
B. Construct and erect concrete formwork in accordance with Section 73 of the State
Standard Specifications.
C. Perform cast-in-place concrete work in accordance with Section 73 of the State Standard
Specifications.
D. Maintain one copy of each submittal document on site.
E. Obtain cementitious materials from the same source throughout.
F. Four compressive strength test cylinders of concrete will be taken at random by the
inspector during the course of construction for conformance with specified compressive
strength requirements.
PART 2 PRODUCTS
2.01 CONCRETE MATERIALS FOR CURBS, GUTTERS, AND SIDEWALKS
A. All concrete for curbs, gutters and sidewalks shall be in accordance with Volume 3, Section
90 of the City of Rohnert Park Manual of Standards, Details and Specifications. All
materials required, and the procedure of mixing, shall conform to the provisions of Section
90 of the State Standard Specifications.
B. Cement: Type II Portland Cement complying with ASTM C150.
C. Aggregates: Section 90-2.02 and 90-3 of the State Standard Specifications: 1” maximum.
D. Water: Section 90-2.03 of the State Standard Specifications.
2.02 CONCRETE MATERIALS FOR UTILITY COLLARS
A. Concrete collars shall be constructed with quick set concrete, mixture to be approved by
the Engineer. Quick set concrete shall contain no accelerators, chlorides, or other corrosion
causing chemicals.
2.03 ADMIXTURES
A. Furnish materials in accordance with State Standard Specifications.
B. Air Entrainment: ASTM C260 containing no chlorides or other corrosion-causing chemicals.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 5
C. Chemical: ASTM C494/C494M Type A - Water Reducing, Type D - Water Reducing and
Retarding, containing no chlorides or other corrosion-causing chemicals.
D. Fly Ash: Coal fly ash in accordance with ASTM C618 Class C or F.
2.04 ACCESSORIES
A. Bonding Agent: Latex emulsion.
B. Non-Shrink Grout: ASTM C1107, Grade A; premixed compound consisting of non-metallic
aggregate, cement, water reducing and plasticizing agents; capable of developing
minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.
2.05 JOINT DEVICES AND FILLER MATERIALS
A. Expansion Joint Filler: 1/4" thick premolded joint filler full thickness of concrete. Approved
mechanical joints may be used in walks in lieu of expansion joints.
2.06 CONCRETE MIX
A. Mix and transport concrete in accordance with Section 90-6 of the State Standard
Specifications.
1. Concrete shall contain 564 pounds (six sacks) of Portland Cement per cubic yard
and shall have a 28-day compressive strength of 4,000 pounds per square inch.
2. Slump: 5 inches plus or minus 1 inch
3. Air Entrainment: 6 percent ± 1.5 percent, maximum.
4. Water-Cement Ratio (maximum): 0.44 by weight.
5. Adjustment to Concrete Mixes: Mix design adjustments may be requested by
Contractor when characteristics of materials, project conditions, weather, test
results, or other circumstances warrant. Mix design adjustments must be approved
by the Engineer.
B. Admixtures: Include admixture types and quantities indicated in concrete mix designs
approved through submittal process.
1. Use accelerating admixtures in cold weather. Use of admixtures will not relax cold
weather placement requirements.
2. Do not use calcium chloride nor admixtures containing calcium chloride.
3. Use set retarding admixtures during hot weather.
4. Add air entrainment admixture to concrete mix for work exposed to exterior.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 6
2.07 FORMWORK
A. Forms shall be fixed forms. The design and engineering of the formwork as well as its
construction shall be the responsibility of the Contractor.
2.08 FORM COATINGS
A. Forms for exposed surfaces shall be coated with a non-staining form oil, which shall be
applied shortly before concrete is placed.
1. Manufacturers:
a. Arcal Chemical Corporation Arcal-80.
b. Industrial Synthetics Company Synthex.
c. Nox-Crete Company Nox-Crete Form Coating.
d. Substitutions: Approved Equivalent.
2.09 CURING COMPOUNDS
A. Curing compounds shall conform to the following requirements:
1. Non-pigmented curing compound: ASTM C 309, Type 1, Class A or B.
2.10 REINFORCING STEEL
A. Reinforcing bars and dowels for connecting and conforming new concrete curbs, gutters
and sidewalks to existing curbs, gutters and sidewalks shall be #4 rebar conform to the
requirements ASTM A 615/A615 M.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify detectable warning surface and other items to be cast into concrete are accurately
placed, positioned securely and will not interfere with placing concrete.
3.02 INSERTS, EMBEDDED COMPONENTS, AND OPENINGS
A. Provide formed openings where required for work to be embedded in and passing through
concrete members.
B. Coordinate work of other sections in forming and setting openings, slots, recesses,
sleeves, bolts, anchors, and other inserts.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 7
3.03 PREPARATION
A. Prepare previously placed concrete by cleaning with steel brush. Remove laitance,
coatings and unsound materials.
B. Remove debris from formwork, reinforcement and concrete substrates.
C. Remove water from areas receiving concrete before concrete is placed.
3.04 FORMWORK INSTALLATION
A. Forms shall be properly aligned, adequately supported and mortar-tight. The form surfaces
shall be smooth and free from irregularities, dents, sags or holes when used for
permanently exposed faces. All exposed joints and edges shall be chamfered, unless
otherwise indicated.
B. Anchor new concrete curbs and sidewalk sections to existing by means of steel dowels
and reinforcing steel as specified in Section 73-1.05A of the State Standard Specifications.
3.05 PLACING CONCRETE
A. Place concrete in accordance with Section 73-1.06 of the State Standard Specifications.
B. Deposit concrete at final position. Prevent segregation of mix.
C. Place concrete in continuous operation for each panel or section. Place concrete in a
continuous pour for each section. No cold joints are allowed.
D. Consolidate concrete.
E. Maintain records of concrete placement. Record date, location, quantity, air temperature,
and test samples taken.
F. Place concrete continuously between construction joints.
G. Saw cut joints within 12 hours after placing.
H. Screed sidewalks on grade to required slopes. Maintain maximum sidewalk cross slope of
1/4 inch in 1 ft.
3.07 CONCRETE COLLARS
A. The surface of the finished concrete collars shall be flush with the pavement finished grade.
B. The top surface of the cast collar shall be screeded off at the correct elevation to receive
and support the full depth of the pavement surface course.
C. Contractor shall let the concrete collar cure for 24 hours prior to traffic loading.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 8
D. Except as approved by the Engineer, Contractor shall keep traffic off of raised facilities for
24 hours.
E. The concrete shall attain a modulus of rupture of at least 1,000 pounds per square inch
prior to beginning paving operations.
3.08 CONCRETE FINISHING
A. Provide formed concrete surfaces to be left exposed with smooth rubbed finish.
B. Finish concrete surfaces in accordance with Section 73-1.06 of the State Standard
Specifications. Surfaces shall be broom finished. Surfaces to be used by pedestrian traffic
shall be broomed transversely to the line of traffic.
3.09 CURING AND PROTECTION
A. Cure concrete in accordance with Section 90-7 of the State Standard Specifications.
Protect concrete in accordance with Section 90-8 of the State Standard Specifications and
manufacturer’s recommendations.
B. Immediately after placement, protect concrete from premature drying, excessively hot or
cold temperatures and mechanical injury.
C. Maintain concrete with minimal moisture loss at relatively constant temperature for period
necessary for hydration of cement and hardening of concrete.
D. Except as approved by the Engineer, Contractor shall protect utility iron to be raised to
grade while concrete collars are curing and keep traffic off of raised facilities for 48 hours
or until concrete has reached a minimum strength of 1,000 psi. Any damage to utility iron,
manhole covers, concrete collars or new HMA pavement shall be repaired or replaced at
the Contractor’s expense and to the satisfaction of the Engineer.
3.10 PATCHING
A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms.
B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer
upon discovery.
C. Repair or replace damaged concrete in accordance with Section 73-1.06 of the State
Standard Specifications.
3.11 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements. Concrete cracking outside of joints.
B. Repair or replacement of defective concrete will be determined by Engineer.
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 9
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express
direction of Engineer for each individual area.
END OF SECTION
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
ROHNERT PARK CITY PROJ. NO 2024-08 CAST-IN-PLACE CONCRETE
SECTION 03300 - 10
THIS PAGE LEFT INTENTIONALLY BLANK
PART 5 – DRAWINGS
(UNDER SEPARATE COVER)
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org 1 of 2
DATE: JANUARY 28, 2026
TO: ALL PLANHOLDERS
SUBJECT: CITY OF ROHNERT PARK
2025 PAVEMENT PREVENTATIVE MAINTENANCE
PROJECT, PROJECT NO. 2025-08
NO. OF PAGES: 2
ADDENDUM NO. 1
This package provides an addendum to the Project Contract Documents. This Addendum
shall become part of the Contract and all provisions of the Contract shall apply thereto.
Bidders shall acknowledge receipt of this Addendum by signing the acknowledgement
located in the Bid Proposal documents, under “Addendum Acknowledgement.” Failure to
do so may cause your bid to become non-responsive and subject to rejection.
INFORMATION
The City of Rohnert Park has received questions in regards to the construction phase of the
project and would like to provide clarification. Please note the following additional
information and clarifications to questions.
1. Question: There is Crack & Slurry Seal work along with Pavement Striping that
extends all the way up to the SMART train tracks on Golf Course Rd. Who pays for the
Smart Rail Flagman supplied by SMART? If the contractor is required to pay for this
flagman, please tell us the daily cost.
Response: The Contractor shall be responsible for all costs associated with the SMART
(Sonoma Marin Area Transit) provided Rail Flag person. Please reach out to SMART for
their daily costs.
2. Question: Are there any time restrictions for the work adjacent to the
SMART train tracks?
Response: City working hours are weekdays from 8am to 6pm. Please reach out to
SMART for their time restrictions which shall be complied with as well.
3. Question: Is there any required additional insurance regarding the work
adjacent to the SMART train tracks?
Response: Please reach out to SMART regarding their insurance requirements for work
adjacent to their train tracks. All costs associated with complying with such requirements
shall be included in various other items of work, and no separate payment will be made,
therefore.
4. Question: How long can a street be cold planed before placing HMA surface?
Response: HMA shall be placed within 48 hours after the street is cold planed. Failure to
pave the street within the specified time frame, will result in the City Engineer assessing
liquidated damages, per contract specifications, at a daily rate per street for not
completing the work within this timeline.
City of Rohnert Park
Public Works Department
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org 2 of 2
5. Question: How long can a pedestrian curb ramp be closed for construction before
re-opening to the public?
Response: New curb ramps shall be constructed and safely opened to the public within 2
weeks (14 calendar days) from groundbreaking at each curb ramp location. Failure to
comply with this timeline will result in the City Engineer assessing liquidated damages,
per contract specifications, at a daily rate per ramp location for not completing the work
within this timeline.
Addendum No. 1 approved by:
_________________________ 1/28/26
Julian De Anda, PE Date
Acting City Engineer
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
DATE: FEBRUARY 10, 2026
TO: ALL PLANHOLDERS
SUBJECT: CITY OF ROHNERT PARK
2025 PAVEMENT PREVENTATIVE MAINTENANCE
PROJECT, PROJECT NO. 2025-08
NO. OF PAGES: 5
ADDENDUM NO. 2
This package provides an addendum to the Project Contract Documents. This Addendum
shall become part of the Contract and all provisions of the Contract shall apply thereto.
Bidders shall acknowledge receipt of this Addendum by signing the acknowledgement
located in the Bid Proposal documents, under “Addendum Acknowledgement.” Failure to
do so may cause your bid to become non-responsive and subject to rejection.
NOTE: BID OPENING DATE HAS BEEN CHANGED AND EXTENDED TO
TUESDAY, FEBRUARY 17, 2026 AT 2:00 P.M.
BID PACKET AND BID DOCUMENTS
ADD/REPLACE/REMOVE/MODIFY TO:
PART 1 – BID DOCUMENTS
REPLACE Page 1-9 & 10: SCHEDULE OF BID PRICES with the attached
Page 1-9R & 1-10R.
PART 4 – TECHNICAL SPECIFICATIONS,
SECTION 01270:
MODIFY: 2.13 HOT MIX ASPHALT
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing and installing all plant, labor, materials, tools, and equipment, and
doing all the work involved in furnishing and placing hot mix asphalt (HMA)
pavement and pavement mat (Glaspave 50 or approved alternative),
including hauling and compacting as shown on the Drawings, and as required per
the Contract Documents. All work shall comply with Caltrans Construction
Quality Assurance Program requirements for materials, workmanship, and
quality control, unless otherwise approved by the Engineer.”
ADD: 2.37 36” CLASS 1 DELINEATOR (Bid Item #37)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing all necessary equipment, labor, materials, tools, equipment and
other incidentals necessary for the complete layout and installation of 36” Class 1
Delineators throughout the project limits, including surface preparation, and all
other work per the Contract Documents and as shown on the Plans.
City of Rohnert Park
Public Works Department
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
Payment for 36” Class 1 Delineators will be made at the unit bid price per each
(EA), which price shall constitute full compensation of all such work as required
per the Contract Documents, as specified in the Standard Specifications and these
special provisions, and no additional allowances will be made therefor.”
ADD: 2.38 ROADSIDE SIGN- ONE POST (Bid Item #38)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing all necessary equipment, labor, materials, tools, equipment and
other incidentals necessary for the complete layout and installation of roadside
sign – one post throughout the project limits, and all other work per the Contract
Documents and as shown on the Plans.
Payment for roadside sign – one post will be made at the unit bid price per each
(EA), which price shall constitute full compensation of all such work as required
per the Contract Documents, as specified in the Standard Specifications and these
special provisions, and no additional allowances will be made therefor.”
ADD: 2.39 SALVAGE SIGN, REMOVE POST AND FOUNDATION (Bid
Item #39)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing all necessary equipment, labor, materials, tools, equipment and
other incidentals necessary for the complete the removal and salvage of signs,
posts and foundations and all other work per the Contract Documents and as
shown on the Plans.
Payment for salvage sign, remove post and foundation will be made at the unit
bid price per each (EA), which price shall constitute full compensation of all such
work as required per the Contract Documents, as specified in the Standard
Specifications and these special provisions, and no additional allowances will be
made therefor.”
ADD: 2.40 PAVEMENT SURFACE REPAIR (Bid Item #40)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing and installing all plant, labor, materials, tools, and equipment, and
doing all the work involved in pavement surface repairs as identified by the
engineer prior to the slurry or cape seal operation. Pavement surface repairs may
include but are not limited to HMA overlays, dig outs or other methods agreed
upon by the engineer. All work shall be done as required per the Contract
Documents. All work shall comply with Caltrans Construction Quality
Assurance Program requirements for materials, workmanship, and quality
control, unless otherwise approved by the Engineer.
Payment for pavement surface repair will be made at force account (FA) or at a
negotiated price, which price shall constitute full compensation of all such work
as required per the Contract Documents.”
SECTION 02700:
ADD: 2.05 PAVEMENT MAT
“A. The Pavement Mat shall be a 50 kN interlayer such as Glaspave 50 or
equivalent.”
ADD: 3.13A GENERAL REQUIREMENTS
“M. Place the Pavement Mat per Section 39-2.01C(3)(g) “Geosynthetic
Pavement Interlayer” of the Standard Specifications. The HMA on top of the
interlayer shall be paved during the same work shift.
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
INFORMATION
The City of Rohnert Park has received questions in regards to the construction phase of
the project and would like to provide clarification. Please note the following additional
information and clarifications to questions.
1. Question: On the plans, the 3” overlay or 3” grind and overlay areas, include
“with reinforcing mat” in the sheet keynotes. There is no bid item for reinforcing
mat nor is there a specification for what type of mat we are to install. Can the
City provide this specification and bid item?
Response: The paving mat shall be Glaspave 50 or approved alternative and
shall be paid as part of the Hot Mix Asphalt bid item.
2. Question: For the HMA overlay, is the City checking compaction of the overlay in
the field, or is the Contractor hiring an independent inspector to be present on
the mat each day of paving and preparing test reports for use by the City?
Standard Specification Section 6.10 says the City or its authorized representative
shall perform all tests of materials and work for determining compliance with
specified requirements.
Response: The Contractor will be responsible for their own Quality Control, and
the City will provide Quantity Assurance testing for HMA in-place densities.
3. Question: The quantity tables for the HMA, conform grind, and cold planning do
not add up to the bid quantities for this work. Is there at least a 5% factor
included, to get to the bid quantities?
Response: The bid item quantity calculations include a buffer of a few percent.
Addendum No. 2 approved by:
_________________________ 2/10/26
Julian De Anda, PE Date
Acting City Engineer
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-9R
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
SCHEDULE OF BID PRICES
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
In accordance with the plans and specifications approved by the City of Rohnert Park, the undersigned
bidder is submitting the following bid prices for the performance of the entire proposed work as
described in these specifications and attached drawings.
ITEM
NO. ITEM DESCRIPTION QUANTITY UNIT
UNIT
PRICE
TOTAL
COST
1 Mobilization and Demobilization 1 LS
2 Traffic Control System 1 LS
3 Project Identification Sign 2 EA
4 Removal of Existing Striping and Pavement
Markings
1 LS
5 Crack Seal (Crack Treatment) 1 LS
6 Asphaltic Emulsion PMCQS-1h 440 TON
7 Type II Aggregate 2,500 TON
8 Asphaltic Emulsion (PMCRS-2h) 98 TON
9 3/8" Screenings 50,500 SY
10 Asphaltic Emulsion (Fog Seal Coat) 13 TON
11 Cold Plane Asphalt Concrete Pavement 83,400 SY
12 Conform Grind 6,300 SY
13 Hot Mix Asphalt (Type A) 17,500 TON
14 12" HMA Plug 484 SY
15 Minor Concrete (Curb Ramp) 64 EA
16 Bike Ramp 1 LS
17 Minor Concrete (Sidewalk) 6,200 SF
18 Curb & Gutter 1,000 LF
19 Adjust Utility Cover to Finished Grade 30 EA
20 Adjust Monument Well to FG 5 EA
21 White Thermoplastic Pavement Marking and
Crosswalk Stripe
33,700 SF
22 Yellow Thermoplastic Pavement Marking and
Crosswalk Stripe
7,200 SF
23 Detail 8, Lane Line 53,800 LF
24 Detail 22, No Passing Zones Two Directional 29,100 LF
25 Detail 27B, Right Edge Line 15,800 LF
26 Detail 29 Median Island 2,700 LF
27 Detail 32, Two Way Left Turn Lane 14,200 LF
28 Detail 38, Channelizing Line 15,500 LF
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-10R
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
29 Detail 39, Bike Lane Line 72,400 LF
30 Detail 39A, Intersection Line Bike Lane 9,800 LF
31 4" White Thermoplastic Stripe 600 LF
32 6" White Thermoplastic Stripe 3,100 LF
33 Green Conflict Marking 13,100 SF
34 Non-Reflective Pavement Markers 1 LS
35 Blue, Two-way Retroreflective Pavement Markers 1 LS
36 Bolt In Curb 936 EA
37 36” Class 1 Delineator 21 EA
38 Roadside Sign – One Post 28 EA
39 Salvage Sign, Remove Post and Foundation 10 EA
40 Pavement Surface Repair 1 LS $500,000 $500,000
Total Amount of Bid (written in words) is:
dollars
and cents.
Any discrepancy between words and figures shall be resolved as provided in the Instructions to
Bidders.
$_____________________________
(Figures)
______________________________ ______________________________
Address of Bidder Signature of Bidder
______________________________ ______________________________
City, State, Zip Name of Bidder (Print)
______________________________ ______________________________
Telephone Number of Bidder FAX Number of Bidder
______________________________ _____________________________
Contractor’s License Number License’s Expiration Date
______________________________ _____________________________
Contractor’s DIR Number DIR Registration Expiration Date
Contractor’s email address
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
DATE: FEBRUARY 12, 2026
TO: ALL PLANHOLDERS
SUBJECT: CITY OF ROHNERT PARK
2025 PAVEMENT PREVENTATIVE MAINTENANCE
PROJECT, PROJECT NO. 2025-08
NO. OF PAGES: 5
ADDENDUM NO. 3
This package provides an addendum to the Project Contract Documents. This Addendum
shall become part of the Contract and all provisions of the Contract shall apply thereto.
Bidders shall acknowledge receipt of this Addendum by signing the acknowledgement
located in the Bid Proposal documents, under “Addendum Acknowledgement.” Failure to
do so may cause your bid to become non-responsive and subject to rejection.
NOTE: BID OPENING DATE HAS BEEN CHANGED AND EXTENDED TO
THURSDAY, FEBRUARY 19, 2026 AT 2:00 P.M.
BID PACKET AND BID DOCUMENTS
ADD/REPLACE/REMOVE/MODIFY TO:
PART 1 – BID DOCUMENTS
REPLACE Page 1-9R & 10R: SCHEDULE OF BID PRICES with the
attached Pages 1-9R1 & 1-10R1.
PART 4 – TECHNICAL SPECIFICATIONS,
SECTION 01270:
MODIFY: 2.11 COLD PLANE ASPHALT CONCRETE PAVEMENT (Bid
Item No. 11)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing all plant, labor, materials, tools, equipment, transportation, set-ups,
and incidentals for completion of the work involved in cold planing asphalt
concrete surfacing and disposal of planed material, including handling of milled
lead-containing paint, removal of existing markers, furnishing the asphalt
concrete for and constructing, maintaining, removing and disposing of
temporary asphalt concrete tapers and generally preparing surface for the
installation of the pavement mat and overlay and all other work per the
Contract Documents and as shown on the Plans.”
ADD: 2.41 PAVEMENT MAT (Bid Item #41)
“Measurement for payment for this bid item will be based upon, but not limited
to, furnishing and installing all plant, labor, materials, tools, and equipment, and
doing all the work involved in placing the pavement mat as identified by the
City of Rohnert Park
Public Works Department
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
engineer prior to the HMA overlay. All work shall be done as required per the
Contract Documents. All work shall comply with Caltrans Construction Quality
Assurance Program requirements for materials, workmanship, and quality
control, unless otherwise approved by the Engineer. Payment for pavement mat
will be made at the unit bid price per square yard (SY), which price shall
constitute full compensation of all such work as required per the Contract
Documents, as specified in the Standard Specifications and these special
provisions, and no additional allowances will be made therefor.”
SECTION 02316
ADD: 3.03 COLD PLANE ASPHALT CONCRETE
A.“Equipment: Machines must be self-propelled with carbide-tipped
cutting teeth, capable of precision depth control (1/4 inch).
B.Execution & Tolerances: The surface must be planed to a uniform grade,
typically within a 1/8 to 1/4 inch tolerance of the planned profile.
C.For areas receiving a paving mat, the vertical variation – ridge to valley
–of the milled surface shall possess a surface texture not to exceed 0.25”
(6mm).
D.For areas receiving a paving mat, the advancement of the milling
operation shall be limited to <50 ft./min. to achieve an acceptable texture
depth and permit a ⅓ overlap in cutting between adjacent teeth.
E.Surface Preparation: Milled surfaces must be cleaned of all loose
material via sweeper immediately after milling.”
SECTION 02700
MODIFY: 2.05 PAVEMENT MAT
A.“The Pavement Mat shall be a 50 kN interlayer and shall be Glaspave 50
or equivalent.”
MODIFY: 3.13A GENERAL REQUIREMENTS
M.“Place the Pavement Mat per Section 39-2.01C(3)(g) “Geosynthetic
Pavement Interlayer” of the Standard Specifications and per
manufactures installation instructions. The HMA on top of the
interlayer shall be paved during the same work shift.”
INFORMATION
The City of Rohnert Park has received questions regarding the construction phase of the
project and would like to provide clarification. Please note the following additional
information and clarifications to questions.
1. Question: Glaspave 50 Application.
Response: Glaspave 50 shall be placed over a properly prepared existing surface
or milled surface per manufacturer recommendations, specifications, and
tolerances.
City of Rohnert Park 600 Enterprise Drive Rohnert Park, California 94928 Tel: (707) 588-3331 Fax: (707) 588-3333
www.rpcity.org
2.Question: What are Sonoma Marin Area Rail Transit’s (SMART) insurance
requirements?
Response: Please follow the link to SMART’s website outlining insurance
requirements. https://www.sonomamarintrain.org/property-management
Addendum No. 3 approved by:
_________________________ 2/12/26
Julian De Anda, PE Date
Acting City Engineer
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-9R1
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
SCHEDULE OF BID PRICES
2025 PAVEMENT PREVENTATIVE MAINTENANCE PROJECT
PROJECT NO. 2025-08
TO BE EXECUTED BY ALL BIDDERS AND SUBMITTED WITH BID
In accordance with the plans and specifications approved by the City of Rohnert Park, the undersigned
bidder is submitting the following bid prices for the performance of the entire proposed work as
described in these specifications and attached drawings.
ITEM
NO. ITEM DESCRIPTION QUANTITY UNIT
UNIT
PRICE
TOTAL
COST
1 Mobilization and Demobilization 1 LS
2 Traffic Control System 1 LS
3 Project Identification Sign 2 EA
4 Removal of Existing Striping and Pavement
Markings
1 LS
5 Crack Seal (Crack Treatment) 1 LS
6 Asphaltic Emulsion PMCQS-1h 440 TON
7 Type II Aggregate 2,500 TON
8 Asphaltic Emulsion (PMCRS-2h) 98 TON
9 3/8" Screenings 50,500 SY
10 Asphaltic Emulsion (Fog Seal Coat) 13 TON
11 Cold Plane Asphalt Concrete Pavement 83,400 SY
12 Conform Grind 6,300 SY
13 Hot Mix Asphalt (Type A) 17,500 TON
14 12" HMA Plug 484 SY
15 Minor Concrete (Curb Ramp) 64 EA
16 Bike Ramp 1 LS
17 Minor Concrete (Sidewalk) 6,200 SF
18 Curb & Gutter 1,000 LF
19 Adjust Utility Cover to Finished Grade 150 EA
20 Adjust Monument Well to FG 5 EA
21 White Thermoplastic Pavement Marking and
Crosswalk Stripe
33,700 SF
22 Yellow Thermoplastic Pavement Marking and
Crosswalk Stripe
7,200 SF
23 Detail 8, Lane Line 53,800 LF
24 Detail 22, No Passing Zones Two Directional 29,100 LF
25 Detail 27B, Right Edge Line 15,800 LF
26 Detail 29 Median Island 2,700 LF
27 Detail 32, Two Way Left Turn Lane 14,200 LF
28 Detail 38, Channelizing Line 15,500 LF
2025 Pavement Preventative Maintenance Project Part 1: Bid Documents Rohnert Park City Proj. No. 2025-08 Page 1-10R1
OAK #4883-4068-7264 v1 (Rev. 1-24) 4883-4068-7264 v2
29 Detail 39, Bike Lane Line 72,400 LF
30 Detail 39A, Intersection Line Bike Lane 9,800 LF
31 4" White Thermoplastic Stripe 600 LF
32 6" White Thermoplastic Stripe 3,100 LF
33 Green Conflict Marking 13,100 SF
34 Non-Reflective Pavement Markers 1 LS
35 Blue, Two-way Retroreflective Pavement Markers 1 LS
36 Bolt In Curb 936 EA
37 36” Class 1 Delineator 21 EA
38 Roadside Sign – One Post 28 EA
39 Salvage Sign, Remove Post and Foundation 10 EA
40 Pavement Surface Repair 1 LS $500,000 $500,000
41 Pavement Mat 98,000 SY
Total Amount of Bid (written in words) is:
dollars
and cents.
Any discrepancy between words and figures shall be resolved as provided in the Instructions to
Bidders.
$_____________________________
(Figures)
______________________________ ______________________________
Address of Bidder Signature of Bidder
______________________________ ______________________________
City, State, Zip Name of Bidder (Print)
______________________________ ______________________________
Telephone Number of Bidder FAX Number of Bidder
______________________________ _____________________________
Contractor’s License Number License’s Expiration Date
______________________________ _____________________________
Contractor’s DIR Number DIR Registration Expiration Date
Contractor’s email address