Belmont City Council
April 8, 2025

2025 Pavement Rehabilitation Project - Authorize Bid and Approve Plans - Staff Report

STAFF REPORT
Meeting Date: April 8, 2025
Agency: City of Belmont
Staff Contact: Daniel Matthews, Public Works, (650)-637-2985, [email protected] Agenda Title: 2025 Pavement Rehabilitation Project – Plans and Specifications Approval, Bid and Construction Award Authorization, and Construction Management Task Order Authorization
Agenda Action: Resolution
Recommendation
Adopt a resolution approving plans and specifications, authorizing advertisement for sealed bids, authorizing the City Manager to negotiate and execute a contract with the lowest responsible and responsive bidder for an amount not to exceed $4,355,806 plus a ten percent construction contingency, and approving a task order for construction management services with Pavement Engineering Inc. for an amount not to exceed $559,295 for the 2025 Pavement Rehabilitation Project, City Contract Number 2025-637.

Strategic Focus Area
Infrastructure and Mobility
Background
Public Works is responsible for maintaining and repairing approximately 70 centerline miles (140 travel lane miles) of streets in the City. To maximize available funding and prioritize pavement projects effectively, the Public Works Department follows best management practices in its pavement preservation program. Funding for these projects comes from Measure I, a locally controlled half-cent general sales tax approved by voters in November 2016; the Road Maintenance and Rehabilitation Account (RMRA), established under Senate Bill (SB) 1 and signed into law in April 2017; and Measure W, a 30-year half-cent sales tax passed by San Mateo County voters in July 2019.

In February 2024, the Council reviewed the Five-Year Pavement Plan from FY23/24 through FY28/29. The five-year plan is a planning-level document that provides guidance by selecting streets that will raise the City’s overall Pavement Condition Index (PCI) and reduce the long-term cost of roadway improvements.

Analysis
As identified in the Five-Year Pavement Plan, the 2025 Pavement Rehabilitation Project identified 2.6 centerline miles of roadway for rehabilitation or reconstruction, including the following roadways:
122

2025 Pavement Rehabilitation Project - Authorize Bid and Approve Plans - Staff Report By successfully value engineering portions of the project, staff has been able to add the following streets from the 2026 Pavement Rehabilitation Project to the bid package as additive bid items. The additional segments will be added to the project if the base bid price of the low bid comes in lower than the engineer’s estimate.

Work will include road reconstruction, and other required construction including minor drainage improvements, ADA compliant curb ramps, grade adjustments of manholes and utility boxes, and striping.

The project will involve several different pavement techniques including an overlay; mill-and-fill, where the entire asphalt section is removed and replaced; and, full depth reclamation, a recycling method where all of the asphalt pavement section and a predetermined amount of underlying materials are treated to produce a stabilized base course and is then overlayed with a surface course of asphalt. Together, all street section improvements are projected to raise the City roadway network’s PCI from 70 to 73 overall.

In order to meet the requirements established in Provision C3 of the Municipal Regional Permit (MRP), the project will also entail the construction of a new bioretention facility in the ‘Gateway’ area near the Belmont and San Mateo border on Alameda de las Pulgas. The facility will treat and retain runoff from a portion of the project area through plant and organic media.

To support staff with construction management and quality assurance throughout the project, City staff solicited proposals from on-call consultants and selected Pavement Engineering Inc. based on their previous successful experience with managing these types of projects. The construction management and engineering support, inspection and quality assurance services cost is $559,295. The scope of work will include construction oversight and full-time inspection of work, organizing and conducting weekly Street Name Beginning Location End Location Selected Treatment Current PCI
FOREST AVENUE ALAMEDA DE LAS PULGAS CIPRIANI BOULEVARD Full Depth Reclamation 29 CORONET BOULEVARD LYON AVENUE PRINDLE ROAD Mill-and-Fill 40 MONTE CRESTA DRIVE SAN JUAN BOULEVARD DEAD END Overlay 42 PULLMAN AVENUE COVINGTON ROAD RALSTON AVENUE Mill-and-Fill 54 RALSTON FRONTAGE RD HILLER KEDITH ST Overlay 0
COMSTOCK CIRCLE HALLMARK DRIVE (W) REFUGE BOUNDARY Overlay 13 LOWER LOCK AVENUE END OF PAVED ROAD HILLCREST DRIVE Overlay 51 E STREET FIFTH AVENUE SIXTH AVENUE Overlay 3
SHOREWAY RD 1111 SHOREWAY RD CITY LIMIT Mill-and-Fill 0 Street Name Beginning Location End Location Selected Treatment Current
PCI

FIFTH AVE ONEIL AVE CHANGE OF PAVEMENT
~100’ N OF ONEIL AVE
Mill-and-Fill 15
KING ST SIXTH AVE SOUTH RD Overlay 9
LANE ST PROSPECT ST MOLITOR RD Mill-and-Fill 7
123

2025 Pavement Rehabilitation Project - Authorize Bid and Approve Plans - Staff Report progress meetings, coordinating material and compaction testing, and performing key administrative duties. The full proposal is included in Attachment D.

Staff has begun notifying properties along the project corridors to promote awareness of the project. Staff will perform additional outreach before construction at neighborhood association meetings and events such as the Belmont Farmers’ Market.

The Engineer’s Estimate for the base bid items is $4,074,642; the estimate for bid alternate items is $281,164. The total engineer’s estimate for the project is $4,355,806. The project construction time is estimated at 130 working days.

The project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair, or minor alteration of existing facilities.

Alternatives

1. Take no action

2. Refer back to staff for more information
Attachments
A. Resolution
B. Project Plans
C. Project Specifications
D. Construction Management and Quality Assurance Proposal from PEI Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:

The total estimated construction cost is $4,355,806 plus a ten percent construction contingency and $559,295 for construction management services. Funding is budgeted in Capital
Improvement Program (CIP) 2025 Pavement Rehabilitation
Project No. 3117 (Account No. 399-3-730-3117-9030) and is supported by multiple sources including RMRA, Measure I, and Measure W.

Source: Purpose: Public Outreach:

Council Council Vision/Priority Posting of Agenda
124

RESOLUTION NO. 2025 –
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT (1)

APPROVING PLANS AND SPECIFICATIONS, AUTHORIZING ADVERTISEMENT

FOR SEALED BIDS, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND

EXECUTE A CONTRACT WITH THE LOWEST RESPONSIBLE BIDDER FOR AN AMOUNT NOT TO EXCEED $4,355,806 PLUS A TEN PERCENT CONSTRUCTION CONTINGENCY, AND (2) AUTHORIZING THE CITY MANAGER TO NEGOTIATE

AND EXECUTE A TASK ORDER FOR CONSTRUCTION MANAGEMENT
SERVICES WITH PAVEMENT ENGINEERING INC. FOR AN AMOUNT NOT TO EXCEED $559,295, FOR THE 2025 PAVEMENT REHABILITATION PROJECT, CITY CONTRACT NUMBER 2025-637.

WHEREAS, the Department of Public Works has prepared plans and specifications for the 2025 Pavement Project, CCN 2025-637; and,
WHEREAS, the project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair or minor alteration of existing facilities; and, WHEREAS, the project was budgeted from the Account Number 399-3-730-3117-9030 (2025 Pavement Rehabilitation Project); and,
WHEREAS, Staff solicited proposals from qualified civil engineering firms under existing on-call agreements to provide construction management and inspection services; and, WHEREAS, Pavement Engineering Inc., was selected to provide the City with on-call construction management and inspection services for an amount not to exceed $559,295.

NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:

SECTION 1. Approves plans and specifications, authorizes the advertisement for sealed bids, and authorizes the City Manager to negotiate and execute a contract with the lowest responsible and responsive bidder for an amount not to exceed $4,355,806 plus a ten percent construction contingency for the 2025 Pavement Rehabilitation Project, City Contract Number 2025-637.

SECTION 2. The City Manager is authorized to negotiate and execute a Task Order with Pavement Engineering, Inc. to provide construction management services for an amount not to exceed $559,295 for the 2025 Pavement Rehabilitation Project, City Contract Number 2025- 637.
* * *
125

ADOPTED April 8, 2025 by the City of Belmont City Council by the following vote:

Ayes:

Noes:

Absent:

Abstain:

ATTEST:

City Clerk Mayor
APPROVED AS TO FORM:

City Attorney
126
EL CAMINO REAL 101 ALAMEDA DE LAS PULGAS

RALSTON AVE

DE ANZA BLVD

ALAMEDA DE LAS PULGAS
W. HILLDALE BLVD
E. HILLDALE BLVD LOWER LOCK AVE COMSTOCK CIRCLE MONTE CRESTA DRIVE FOREST AVENUE CORONET BOULEVARD RALSTON AVENUE E STREET MIDDLE ROAD SHOREWAY ROAD PULLMAN AVENUE LANE STREET KING STREET FIFTH AVENUE VALLEY VIEW AVENUE VIRGINIA AVENUE @ KINGSTON ROAD 1720 HILLMAN AVENUE NTS LOCATION MAP HOT MIX ASPHALT PORTLAND CEMENT CONCRETE 12" WHITE LIMIT LINE (THERMO) REMOVE & REPLACE SIDEWALK CURB & GUTTER DRIVEWAY (UNDER PCC/HMA REPAIRS) NOT TO SCALE PCC HMA R&R SWWLL C&G DWNTS REMOVE & REPLACE PCC ROLLED CURB & GUTTER KEYCUT A1 LEGEND REMOVE & REPLACE HMA (SEE PLAN FOR DEPTH) REMOVE & REPLACE PCC SIDEWALK KEYCUT B1 KEYCUT B2 X X X X (SEE BORING LOG ON EACH SHEET) WATER VALVE COVER SURVEY MONUMENT COVER FIRE HYDRANT SEWER CLEANOUT COVER XX X X X X FENCE & GATE SCO BLUE RETROREFLECTIVE PAVEMENT MARKER ELECTRICAL VAULT COVER 12" WHITE CROSSWALK LINE (THERMO) BRPM W BORING LOCATION PRUNE & REMOVE TREE ROOTS PROJECT LOCATION VICINITY MAPNTS T WWW.USANORTH811.ORG RELA CE VI SER UNDERGROUND CALL 811 LL AC IG D U E YO BEFOR CITY OF BELMONT SAN MATEO COUNTY, CALIFORNIA PROJECT PLANS FOR CONSTRUCTION 2025 PAVEMENT PROJECT CITY CONTRACT NUMBER CCN 2025-637 GENERAL NOTES 1. MAINTAIN A COPY OF THE PROJECT PLANS ON THE JOBSITE AT ALL TIMES. 2. ALL WORK SHALL CONFORM TO THE PROJECT PLANS & THE CURRENT CITY OF BELMONT STANDARD DETAIL DRAWINGS FOR CONSTRUCTION, & OTHER SPECIFICATIONS REFERENCED THEREIN. 3. STATE LAW REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 (USANORTH811.ORG) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING EXCAVATIONS. 4. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ALL UTILITY LOCATIONS ARE APPROXIMATE ONLY & IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THEIR EXACT LOCATIONS & PROTECT THEM FROM DAMAGE. 5. THE CONTRACTOR SHALL PROVIDE A FINAL TRAFFIC CONTROL & DETOUR PLAN FIVE (5) CALENDAR DAYS PRIOR TO PRE-CONSTRUCTION CONFERENCE & RECEIVE APPROVAL FROM THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A CLEAN & DUST-FREE STATE THROUGHOUT CONSTRUCTION. 7. CONTRACTOR SHALL COMPLY WITH BEST MANAGEMENT PRACTICES OF CITY'S NPDES PERMIT FOR PROTECTION OF STORM WATER QUALITY. 8. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. ALL EXCAVATIONS SHALL BE PLATED WHEN INACTIVE. BARRICADES WITH LIGHTS SHALL DELINEATE CONSTRUCTION ZONE. 9. CONTRACTOR SHALL NOTIFY PUBLIC WORKS ((650) 595-7425) AT THE BEGINNING OF ANY LANE CLOSURE. CONTRACTOR SHALL PROVIDE ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 10. CONTRACTOR SHALL CONDUCT WORK IN ACCORDANCE WITH CALTRANS 2018 STANDARD SPECIFICATIONS & CITY'S SPECIAL PROVISIONS. 11. THE CONTRACTOR SHALL OBTAIN A PERMIT/WATER METER, UNLESS OTHERWISE NOTED FROM MID-PENINSULA WATER DISTRICT (MPWD) FOR CONSTRUCTION WATER OBTAINED FROM THE CITY HYDRANT. 12. ALL STRIPING SHALL BE REPLACED PER CALTRANS 2018 STRIPING DETAILS. 13. CONTRACT SHALL COORDINATE WITH CALTRANS FOR PERMITS & INSPECTION FOR ANY/ALL WORK WITHIN CALTRANS RIGHT OF WAY. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL RELATED ITEMS WITHIN CALTRANS RIGHT OF WAY. 14. ALL RIGHT OF WAY LINES & PROPERTY BOUNDARIES SHOWN ON PLANS ARE APPROXIMATE ONLY. CONTRACTOR TO VERIFY ALL LIMITS PRIOR TO CONSTRUCTION. 15. WORK SHALL NOT COMMENCE ON THE FOLLOWING ROADWAY SEGMENTS UNTIL COORDINATED IN ADVANCE W/ SEWER PROJECT: FOREST AVENUE (CIPRIANI BOULEVARD TO ALAMEDA DE LAS PULGAS) , CORONET BOULEVARD (ARTHUR AVENUE TO PRINDLE ROAD), MONTE CRESTA DRIVE (SAN JUAN BOULEVARD TO RALSTON AVENUE), PULLMAN AVENUE (COVINGTON ROAD TO RALSTON AVENUE), COMSTOCK CIRCLE (HALLMARK DRIVE TO END OF ROAD), LOWER LOCK AVENUE (HILLCREST DRIVE TO END OF ROAD), & KING STREET (SIXTH AVENUE TO END OF ROAD). KEYCUT A2 KEYCUT A3 KEYCUT B4 CATCH BASIN (EX.) (THERMO &/OR MARKERS) CALTRANS STRIPING DETAIL "XX" APPROXIMATE RIGHT-OF-WAY LINE WATER METER COVER WZ 24" WHITE ZEBRA CROSSWALK LINE (THERMO) APPROVED BY CITY COUNCIL ON NISHA PATEL - PUBLIC WORKS DIRECTOR CITY COUNCIL STAFF MAYOR JULIA MATES CITY MANAGER AFSHIN OSKOUI VICE MAYOR ROBIN PANG-MAGANARIS PUBLIC WORKS DIRECTOR NISHA PATEL COUNCIL MEMBER TOM MCCUNE CITY ATTORNEY SCOTT RENNIE COUNCIL MEMBER GINA LATIMERIO CITY CLERK JOZI PLUT COUNCIL MEMBER CATHY JORDAN SURVEY NAIL Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_TITLE.DWG Plot Date: 3/26/2025 12:42 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER TITLE SHEET BM, JE 240133 NTS 1 of 56 - (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER REMOVE & REPLACE PCC DRIVEWAY APPROXIMATE PROPERTY BOUNDARY DS DRAINAGE STRUCTURE DS DRAINAGE STRUCTURE REMOVE EXCESS DEBRIS ON ROADWAY/C&G R LOOP DETECTOR DH LOOP DETECTOR HANDHOLE (EX.) SHEET INDEX SHEET NO. SHEET TITLE SHEET DESCRIPTION BASE BID / ALTERNATE 1 TITLE SHEET LOCATION MAP, SHEET INDEX, NOTES, & LEGEND - 2 - 3 COMSTOCK CIRCLE HALLMARK DRIVE (N) TO HALLMARK DRIVE (S) BASE BID 4 COMSTOCK CIRCLE WALTHAM CROSS TO REFUGE BOUNDARY BASE BID 5 - 7 CORONET BOULEVARD CASA BONA AVENUE TO PRINDLE ROAD BASE BID 8 E STREET FIFTH AVENUE TO SIXTH AVENUE BASE BID 9 FIFTH AVENUE ONEIL AVENUE TO CHANGE OF PAVEMENT 100' N/O ONEIL AVENUE BID ALTERNATE 1 10 FOREST AVENUE CIPRIANI BOULEVARD TO ALAMEDA DE LAS PULGAS BASE BID 11 KING STREET SIXTH AVENUE TO SOUTH END BID ALTERNATE 1 12 LANE STREET PROSPECT STREET TO MOLITOR ROAD BID ALTERNATE 1 13 LOWER LOCK AVENUE HILLCREST DRIVE TO END OF PAVEMENT BASE BID 14 MIDDLE ROAD 695 MIDDLE ROAD TO EL CAMINO REAL BASE BID 15 - 17 MONTE CRESTA DRIVE END OF PAVEMENT TO SAN JUAN BOULEVARD BASE BID 18 - 20 PULLMAN AVENUE COVINGTON ROAD TO RALSTON AVENUE BASE BID 21 RALSTON FRONTAGE ROAD RALSTON AVENUE/HILLER STREET TO KEDITH STREET BASE BID 22 SHOREWAY ROAD 1111 SHOREWAY ROAD TO CITY LIMIT BASE BID 23 VALLEY VIEW AVENUE STA 10+50 TO STA 11+94 BASE BID 24 VIRGINIA AVENUE @ KINGSTON ROAD PAVING EXHIBIT BASE BID 25 1720 HILLMAN AVENUE DRIVEWAY EXHIBIT BASE BID 26 - 27 CONTROL POINT DATA SUMMARY LOCATION MAPS, CONTROL POINT TABLES, & NOTES - 28 - 49 ENLARGEMENTS SEE ENLARGEMENT SHEET INDEX ON SHEET 26 BASE BID 50 - 53 BIORETENTION DESIGN SEE PLANS BY SCHAAF & WHEELER BASE BID 54 - 56 DETAILS - - JB JUNCTION BOX ANODE ANODE COVER FULL DEPTH RECLAMATION (SEE PLAN FOR DEPTH) COLD PLANE & REPLACE (SEE PLAN FOR DEPTH) X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) CURB PAINT (SEE PLANS FOR COLOR) XX PROPERTY ADDRESS GV GAS VALVE REMOVE & REPLACE PCC DRIVEWAY CURB & GUTTER REMOVE & REPLACE PCC CURB & GUTTER MARCH 2025 KEYCUT A4 SUBGRADE, PLACE 3" HMA REMOVE, REGRADE & RECOMPACT POWER POLE KEYCUT B3 PP XXX.XX DESIGN ELEVATION(S) SUBGRADE, PLACE 6" HMA REMOVE, REGRADE & RECOMPACT 127
NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. HALLMARK DRIVE BRPM S S BRPM R&R 4" HMA (~18'X10') R&R 4" HMA (~10'X40') 2804 2764 2760 2756 2752 2748 2744 2740 2736 2732 2765 2761 2757 2753 2749 2745 2741 2737 2733 WLL R&R 4" HMA (~23'X12') KEYCUT B1 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) C1 C2 ENLARGEMENT A (SEE SHEET 28) ENLARGEMENT A (SEE SHEET 28) S S BRPM 2728 2724 2720 2716 2712 2708 2729 2725 2721 2705 2689 2709 R&R 4" HMA (~6'X30') TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) C3 R&R 4" HMA (~6'X10') R&R 4" HMA (~6'X6') KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT

COMSTOCK CIRCLE - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3" N C2 2-1/2" N C3 2-1/4" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).

MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT MATCHLINE - SEE SHEET 3
HALLMARK DRIVE (N) TO HALLMARK DRIVE (S) BM, JE 240133 1"=30' 2 of 56 COMSTOCK CIRCLE COMSTOCK CIRCLE 2717 2713 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. MARCH 2025 128
NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT R&R 4" HMA (~8'X10') BRPM 2660 2656 2656 2700 2703 WLL R&R 4" HMA (~12'X25') KEYCUT B1 TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) C5 2664 R&R 4" HMA (~6'X6') R&R 4" HMA (~6'X30') ENLARGEMENT C (SEE SHEET 30) ENLARGEMENT C (SEE SHEET 30) S S S S S S SCO R&R 4" HMA (~6'X60') BRPM 2689 2685 2681 2675 2671 2692 2688 2684 2684 2672 26681 1 2689 1 1 KEYCUT B1 C4 2676 2664 WEMBERLY DRIVE 1 R&R 4" HMA (~6'X6') ENLARGEMENT B (SEE SHEET 29) ENLARGEMENT B (SEE SHEET 29)

COMSTOCK CIRCLE - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C4 2-3/4" N C5 2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). HALLMARK DRIVE (S) MATCHLINE - SEE SHEET 2 HALLMARK DRIVE (N) TO HALLMARK DRIVE (S) BM, JE 240133 1"=30' 3 of 56 COMSTOCK CIRCLE 2700 2696 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. MARCH 2025 129

NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)
X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT S
S R&R 4" HMA (~37'X6') BRPM 2584 2580 2576 2572
2568
2703 2701 2700
X
X
X
X
X R&R 4" HMA KEYCUT B1 (~20'X70') TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) KEYCUT B1 C1 C2

WALTHAM CROSS STREET
1 2 ENLARGEMENT D (SEE SHEET 31) ENLARGEMENT D (SEE SHEET 31)

COMSTOCK CIRCLECOMSTOCK CIRCLE - BASE BID

WALTHAM CROSS TO REFUGE BOUNDARY
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 2" N C2 2-1/4"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). COMSTOCK CIRCLE BM, JE 240133 1"=30' 4 of 56

SAINT JAMES ROAD
1CONSTRUCTION NOTES: PROTECT IN PLACE FENCE. CLEAR EXCESS DIRT & DEBRIS FROM ROADWAY. (~38LF) 2 MARCH 2025 130
2312 2316
2318 2320 2322 2324 2328 2317 2319 2321 2124 2327 2132 2331 S S BRPM S PRUNE & REMOVE TREE ROOTS (~6'X31') R&R PCC ROLLED C&G (~66 LF) R R R&R PCC ROLLED C&G (~22 LF) 2323 C2 C3 R&R PCC ROLLED\ C&G (~25 LF) S 2301 2302 2304 2306 2308 2310 2225 2227 2307 2311 2313 2315 S TYPICAL SECTION NO. 5 C1 CASA BONA AVENUE WLL WLL PRUNE & REMOVE TREE ROOTS (~6'X25') R R&R PCC ROLLED\ C&G (~25 LF) R COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3-1/2" N C2 3-1/4" N C3 3-1/2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).

CORONET BOULEVARD - BASE BID BM, JE 240133 1"=30' 5 of 56

CASA BONA AVENUE TO PRINDLE ROAD
MATCHLINE - SEE SHEET 6 CORONET BOULEVARD MARCH 2025 GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 131
COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE S BRPM 2328 2400 2406 2408A 2412 WLL TYPICAL SECTION NO. 5 S S S S BRPM S S R&R PCC ROLLED C&G (~40 LF) R&R PCC ROLLED C&G (~22 LF) S 2401 2403 2407 2409 2410 2414 2416 2418 2418 2420 2422 2424 2428 2430 2432 2411 2415 2417 2419 2423 2425 2427 2429
2427 C5 C4 S WLL
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C4 3-1/4" N C5 3-3/4" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 7 ARTHUR AVENUE CORONET BOULEVARD - BASE BID BM, JE 240133 1"=30' 6 of 56

CASA BONA AVENUE TO PRINDLE ROAD
MATCHLINE - SEE SHEET 5 CORONET BOULEVARD MARCH 2025 GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 132
BRPM S 1 TYPICAL SECTION NO. 5 2440 2442 2444 2446 2448 2600 2501 2445 2443 2441 2439 2435 2433 2429 2427 C6 PRINDLE ROAD CORONET BOULEVARD S COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C6 3" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 6 CORONET BOULEVARD - BASE BID BM, JE 240133 1"=30' 7 of 56 CASA BONA AVENUE TO PRINDLE ROADCORONET BOULEVARD 2601 1CONSTRUCTION NOTES: PROTECT IN PLACE EXISTING UTILITY COVER. MARCH 2025 GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 133

NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)
X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 3 6' KEYCUT A3 6' KEYCUT A3 3" 3" 2-1/2" 2-1/2" REMOVE & REPLACE 4" HMA ;SEE PLAN FOR LOCATIONS 2-1/2" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

SIXTH AVENUE

FIFTH AVENUE
S
S 969 959 949 1600 970 950 910
WLL R&R 4" HMA (~10'X6') R&R 4" HMA (~12'X221') R&R 4" HMA (~6'X10') R&R PCC ROLLED C&G (55 LF) TYPICAL SECTION NO. 3 KEYCUT A3 (TYP.) C1 BRPM C2 BRPM KEYCUT B3 ENLARGEMENT F (SEE SHEET 33) ENLARGEMENT E (SEE SHEET 32) ENLARGEMENT E (SEE SHEET 32) KEYCUT B3 ENLARGEMENT G (SEE SHEET 34) ENLARGEMENT G (SEE SHEET 34) KEYCUT A3 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 2-1/2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B3 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 3" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT

E STREET - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3" N C2 2-1/2"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).

FIFTH AVENUE TO SIXTH AVENUE BM, JE 240133 1"=20'
8 of 56 E STREET MARCH 2025
134
ONEILL AVENUES S 1271 901 1250 900 885 1255 D C1 C2 R&R PCC C&G (31 LF) TYPICAL SECTION NO. 6 R&R PCC C&G (21 LF) R&R PCC SW (84 SF) NTS TYPICAL SECTION NO. 6 COLD PLANE 5-1/2" 2-1/2" HMA SURFACE COURSE EX/ NEW PAVEMENT SURFACE 3" HMA BASE COURSE FIFTH AVENUE - BID ALTERNATE 1
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE04_ADDITIONAL STREETS.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BM, JE 240133 1"=20' 9 of 56 FIFTH AVENUE ONEIL AVENUE TO CHANGE OF PAVEMENT 100' N/O ONEIL AVENUE MARCH 2025 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 5" 8" - N C2 5-1/2" 10" 21 N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 135
NTS TYPICAL SECTION NO. 7 CONSTRUCTION SEQUENCE: 1. PULVERIZE HMA & BASE MAT'L TO A DEPTH OF 9". 2. REMOVE & DISPOSE OF PULVERIZED MAT'L TO A DEPTH OF 3". 3. CEMENT SOIL TREATMENT PER APPROVED MIX DESIGN TO A DEPTH OF 6"; REGRADE W/ 2-5% CROSS-SLOPE. 4. PLACE 3" HMA SURFACE COURSE. 9" 3"
6" 2-5% 2-5% CIPRIANI BOULEVARDS BRPM
WLL 2124 2122 2120 2116 2114 2112
2110 2134 2129 2113 2111 WLL TYPICAL SECTION NO. 7 TYPICAL SECTION C1 SHIRLEY ROAD (S) SCO 1 R&R PCC DW C&G (25 LF) R&R PCC DW (120 SF) ENLARGEMENT H (SEE SHEET 36) R&R PCC SW (100 SF) S 2108 2106 2104 2102 2100 106 2105 2103 2105 2107 R&R PCC ROLLED C&G (21 LF) R&R PCC DW (110 SF) TYPICAL SECTION NO. 7 C2 S 1 R&R PCC DW C&G (23 LF) ENLARGEMENT I (SEE SHEET 37) S ENLARGEMENT J (SEE SHEET 38)

FOREST AVENUE - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3" N C2 3-1/4" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE BELOW LEFT MATCHLINE - SEE ABOVE RIGHT FOREST AVENUE

ALAMEDA DE LAS PULGAS
CIPRIANI BOULEVARD TO ALAMEDA DE LAS PULGAS BM, JE 240133 1"=30' 10 of 56 SHIRLEY ROAD (N) 1CONSTRUCTION NOTES: FOUND 1.5" ALUMINUM WASHER W/ PLS 6163 PER VOLUME 53 OF LLS PG 32. RESET WITH CENTERLINE MONUMENT IN WELL PER COUNTY OF SAN MATEO STANDARD DETAIL D-10. CONTRACTOR TO PROVIDE BRASS MARKER. FOREST AVENUE MARCH 2025 R&R PCC ROLLED C&G (25 LF) GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. 136
SIXTH AVENUE S S BRPM BRPM 1612 1636 1642 1648 1654 1623 1649 1615 1630 1626 1618 1622 C1 C2 KEYCUT B1 KEYCUT A1 (TYP.) R&R 4" HMA (~10'X19') TYPICAL SECTION NO. 1 1 R&R 4" HMA (~8'X8') 1 2 2 2 2 R&R PCC ROLLED C&G (19 LF) R&R PCC ROLLED C&G (86 LF) R&R PCC ROLLED C&G (16 LF) R&R PCC ROLLED C&G (16 LF) 4 4 R R R&R PCC ROLLED C&G (27 LF) 2 3 R NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT KING STREET - BID ALTERNATE 1
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE04_ADDITIONAL STREETS.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BM, JE 240133 1"=20' 11 of 56 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT EX. LANDSCAPE & IMPROVEMENTS @ BACK OF CURB & GUTTER REPAIRS. PROTECT IN PLACE EXISTING DRAIN. TRIM & REMOVE EXISTING PLANT MATERIAL PRIOR TO PAVING. KING STREET SIXTH AVENUE TO SOUTH END 2 MARCH 2025 3 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 1-3/4" 5-1/2" 17 N C2 2" 5" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 4 137
MOLITOR ROAD S WLL 1599 1232 1224 1216 1200 1596 1608 1217 1249 1233 1605 HARBOR BOULEVARD PROSPECT STREET TYPICAL SECTION NO. 5 BRPM BRPM S R&R PCC ROLLED C&G (60 LF) R&R PCC ROLLED C&G (36 LF) R&R PCC ROLLED C&G (107 LF) WLL R&R PCC ROLLED C&G (41 LF) 2 2 2 4 3 3 C1 C2 COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE LANE STREET - BID ALTERNATE 1
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE04_ADDITIONAL STREETS.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BM, JE 240133 1"=20' 12 of 56 1CONSTRUCTION NOTES: NOT USED. PROTECT EX. LANDSCAPE & IMPROVEMENTS @ BACK OF CURB & GUTTER REPAIRS. REPLACE ADDRESS STENCIL ON NEW CURB & GUTTER. TRIM & REMOVE EXISTING PLANT MATERIAL PRIOR TO PAVING. LANE STREET PROSPECT STREET TO MOLITOR ROAD 2 MARCH 2025 34 BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 1-1/2" 5-1/2" 18 N C2 2-1/4" 6" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 138
HILLCREST DRIVE R&R 4" HMA (~14'X40')
WLL TYPICAL SECTION NO. 1 KEYCUT B1 (TYP.)

PLATEAU DRIVE NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS) X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE.

X
S BRPM S S 3426 3331 3329
3334
3336 3344 3342 3340 3338
3346
3400
1 1
1 R&R 4" HMA (~12'X36') R&R 4" HMA (~20'X84') R&R 4" HMA (~12'X30') R&R 4" HMA (~14'X8') R&R 4" HMA (~14'X36') R&R 4" HMA R&R 4" (~6'X6') HMA (~6'X38') R&R 4" HMA (~6'X6') R&R PCC ROLLED C&G (20 LF) KEYCUT A1 (TYP.) KEYCUT B1 TYPICAL SECTION NO. 1 C2

BERESFORD AVENUE
2 R&R 4" HMA (~12'X41') KEYCUT B1
R
R
S
S BRPM
3600
3500 3510 3404 3418 3409 3407 3405 3403
1 1
1 R&R 4" HMA (~18'X44')
1 KEYCUT A1 (TYP.) C1
HILLCREST DRIVE 3506

PLATEAU DRIVE
D

LOWER LOCK AVENUE - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER BM, JE 240133 1"=30' 13 of 56 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT IN PLACE EXISTING FENCE. BORING LOG NO. AC FABRIC (Y/N) C1 2-1/4" N C2 1-3/4"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). LOWER LOCK AVENUE

MATCHLINE - SEE BELOW LEFT

MATCHLINE - SEE ABOVE RIGHT

HILLCREST DRIVE TO END OF PAVEMENT
3423
3516 LOWER LOCK AVENUE
2 MARCH 2025
139
EL CAMINO REAL S D S D C1 BRPM 1 1 1 1 W BRPM 3 4 20' 695 805 800 765 770 780 CYPRESS AVENUE KEYCUT A1 (TYP.) KEYCUT B1 KEYCUT B1 R&R 4-1/2" HMA (~6'X6') R&R 4-1/2" HMA (~6'X15') R&R 4-1/2" HMA (~8'X36') R&R 4-1/2" HMA (~20'X6') R&R 4-1/2" HMA (~6'X50') R&R 4-1/2" HMA (~40'X25') TYPICAL SECTION NO. 1 KEYCUT B1 EX. CHANGE OF PAVEMENT 2 730 R&R 4-1/2" HMA ENLARGEMENT K (~6'X6') (SEE SHEET 39) WLL ENLARGEMENT K (SEE SHEET 39) ENLARGEMENT L (SEE SHEET 40) ENLARGEMENT L (SEE SHEET 40) DH KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. 1CONSTRUCTION NOTES (THIS SHEET ONLY): LOWER UTILITY COVER PRIOR TO COLD PLANE. R&R EXISTING TYPE A DETECTOR LOOPS PER 2023 CALTRANS STANDARD SPECIFICATIONS & STANDARD PLAN ES-5A "ELECTRICAL SYSTEMS (DETECTORS)" . PROTECT IN PLACE ELECTRICAL VAULT. INSTALL SIGN POST & MOUNT R4-11 SIGN ADJECENT TO BIKE PAVEMENT MARKINGS PER LATEST VERSION OF 2014 CA MUTCD. BORING LOG NO. AC AB R-VALUE FABRIC (Y/N) C1 4-1/4" 7" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). 2 MIDDLE ROAD 34 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE03_MIDDLE ROAD.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER

MIDDLE ROAD
695 MIDDLE ROAD TO EL CAMINO REAL BM, JE 240133 1"=20' 14 of 56 MARCH 2025 140
NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE SBRPM BRPM R&R 4" HMA R (~8'X34') 2824 2820 2711 2812 2810 2817 2815 2813 TYPICAL SECTION NO. 1 1 C2 C1 DS 2 4 7 8 R&R PCC ROLLED C&G (~16 LF) 2S R&R 4" HMA (~6'X6') R&R 4" HMA (~6'X6') S 1 1 R&R PCC ROLLED C&G (~24 LF) R R&R 4" HMA (~6'X45') R&R 4" HMA (~6'X73') 2 S 4 6 5 2811 2809 2807 2805 KEYCUT A1 MONTE CRESTA COURT C3 KEYCUT B19 R&R PCC ROLLED C&G (~29 LF) 1 R&R 4" HMA (~14'X15') R&R 4" HMA (~20'X6') R&R 4" HMA (~6'X6') R&R 4" HMA (~6'X24') R&R 4" HMA (~6'X30') 5 NTS TYPICAL SECTION NO. 4 COLD PLANE 2-1/2" 2" HMA SURFACE COURSE 1/2" LEVELING COURSE R&R 4" HMA; SEE PLAN FOR LOCATIONS EX/ NEW PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT S WLL WLL 2803 2700 D 1 C4 TYPICAL SECTION NO. 4 R&R 5" HMA (~6'X40') 5 KEYCUT B2 28062811 KEYCUT A1 (TYP.) REMOVE EXCESS DIRT & DEBRIS NTS CLEAR DEBRIS BEHIND CURB & GUTTER 2(H):1(V) MAX. ROADSIDE EX. GRADE NEW ROADSIDE FINISH GRADE WIDTH VARIES AS NEEDED (1' MIN. / 20' MAX.) PROVIDE 1" MIN./2" MAX. CLEARANCE BETWEEN TOP OF CURB & FINISH GRADE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE EXCESS DEBRIS FROM EX. ROADWAY, CURB & GUTTER, & BEHIND CURB SUCH THAT FINISH GRADE OF ROADSIDE BEHIND CURB IS SLOPED @ 2(H):1(V) MAX. (~210 LF) NOT USED. PROTECT IN PLACE EXISTING DRAINAGE STRUCTURE. PROTECT IN PLACE EXISTING CONCRETE IMPROVEMENT. NOT USED. PROTECT IN PLACE EXISTING 1" COPPER DISK W/ PUNCH "LS 7551" PER RECORD OF SURVEY NO. 3455 FILED IN VOLUME 48 OF L.L.S. MAPS PAGE 87. FOUND RAILROAD SPIKE PER VOLUME 97 OF MAPS PG 9-10. RESET WITH CENTERLINE MONUMENT IN WELL PER COUNTY OF SAN MATEO STANDARD DETAIL D-10. CONTRACTOR TO PROVIDE BRASS MARKER. FOUND MAGSPIKE PER RECORD OF SURVEY NO. 3455 FILED IN VOLUME 48 OF L.L.S. MAPS PAGE 87. RESET WITH CENTERLINE MONUMENT IN WELL PER COUNTY OF SAN MATEO STANDARD DETAIL D-10. CONTRACTOR TO PROVIDE BRASS MARKER. 234 BORING LOG NO. AC FABRIC (Y/N) C1 3-1/2" N C2 3" N C3 4-3/4" Y C4 5" Y *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). BARCLAY WAY MONTE CRESTA DRIVE - BASE BID BM, JE 240133 1"=30' 15 of 56 END OF PAVEMENT TO SAN JUAN BOULEVARD MONTE CRESTA DRIVE 56789 MARCH 2025 141
BRPM GV S S 2702 2636 2632 2630 2629 2801 KEYCUT A2 (TYP.) TYPICAL SECTION NO. 2 1 C5 SAN ARDO WAY R&R 5" HMA (~21'X7') 1 2 R&R PCC ROLLED C&G (~6 LF) R&R 5" HMA R (~6'X6') KEYCUT B2 S WLL WLL S R&R 5" HMA (~10'X33') R&R 5" HMA (~21'X40') R&R 5" HMA (~10'X55') 2716 2627 2712 2623 2621 2708 SCO D 1 1 1 1 C5 3 R&R 5" HMA (~6'X6') R&R 5" HMA (~6'X8') R&R 5" HMA (~6'X40') KEYCUT B2 S NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 3" 3" 2" 2" 2" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. REMOVE & REPLACE 5" HMA; SEE PLAN FOR LOCATIONS KEYCUT A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B2 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT REMOVE EXCESS DIRT & DEBRIS NTS CLEAR DEBRIS BEHIND CURB & GUTTER 2(H):1(V) MAX. ROADSIDE EX. GRADE NEW ROADSIDE FINISH GRADE WIDTH VARIES AS NEEDED (1' MIN. / 20' MAX.) PROVIDE 1" MIN./2" MAX. CLEARANCE BETWEEN TOP OF CURB & FINISH GRADE Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C5 5-1/2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 17 BARCLAY WAY 2701 2709 2804 2802 2802 2702 MONTE CRESTA DRIVE - BASE BID BM, JE 240133 1"=30' 16 of 56 END OF PAVEMENT TO SAN JUAN BOULEVARD MONTE CRESTA DRIVE 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. PROTECT IN PLACE EXISTING UTILITY COVER. REMOVE EXCESS DEBRIS FROM EX. ROADWAY, CURB & GUTTER, & BEHIND CURB SUCH THAT FINISH GRADE OF ROADSIDE BEHIND CURB IS SLOPED @ 2(H):1(V) MAX. (~70 LF) 23 MARCH 2025 142
KEYCUT A2 LONGITUDINAL KEYCUTNTS 6' EX. CURB & GUTTER 2" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B2 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 2-1/2" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT SAN JUAN BLVD WLL S BRPM S R&R 5" HMA (~21'X6') 2629 2625 2623 2621 2619 2617 2615 2613 2611 2609 2607 2902 2900 2626 2624 2622 2620 2618 2616 2614 2610 2608 2606 2604 2604 2600 KEYCUT B2 KEYCUT A2 (TYP.) TYPICAL SECTION NO. 2 R&R 5" HMA (~6'X6') R&R 5" HMA (~21'X6') R&R 5" HMA (~8'X30')R&R 5" HMA (~6'X10') R&R 5" HMA (~12'X48') 1 1 1 C6 C7 1 1 S S R&R 5" HMA (~6'X6') 1 R&R 5" HMA (~6'X6') R&R 5" HMA (~8'X6') R&R 5" HMA (~8'X30') ENLARGEMENT M (SEE SHEET 41) S R&R 5" HMA (~21'X25') KEYCUT B2 (TYP.) NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 2 6' KEYCUT A2 6' KEYCUT A2 3" 3" 2" 2" 2" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. REMOVE & REPLACE 5" HMA; SEE PLAN FOR LOCATIONS Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. BORING LOG NO. AC FABRIC (Y/N) C6 4-3/4" N C7 3-1/2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 16 MONTE CRESTA DRIVE MONTE CRESTA DRIVE - BASE BID BM, JE 240133 1"=30' 17 of 56 END OF PAVEMENT TO SAN JUAN BOULEVARD MARCH 2025
143
COVINGTON ROAD BRPM GV S TYPICAL SECTION NO. 10 810 2101 808 2100 2102 2104 2103 2105 2107 2109 2111 2113 2110 2112 2114 2116 2118 2120 2122 2115 2119 C1 1 2106 2108 S 1 1 S GV COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 10 2" HMA SURFACE COURSE EX PAVEMENT TO REMAIN Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3-1/2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). MATCHLINE - SEE SHEET 19 PULLMAN AVENUE - BASE BID BM, JE 240133 1"=30' 18 of 56 COVINGTON ROAD TO RALSTON AVENUE PULLMAN AVENUE 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. MARCH 2025 144
BRPM
S
S
S S SCO R&R PCC ROLLED C&G (~48 LF)
R KEYCUT A1 (TYP.)
1 R&R PCC DW (~100SF)
R TYPICAL SECTION NO. 5
2123
2127
2129
2131
2133
2135
2128
2126
2124
2134 2136 2138
2140 2137 2201 C2 C3

EWELL ROAD
1 1
1R&R PCC C&G (~12 LF) GV BRPM
1 TYPICAL SECTION NO. 10
S
2203
2205
2207
2209
2211 C4
1 COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 10 2" HMA SURFACE COURSE EX PAVEMENT TO REMAIN Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C2 3-1/2" N C3 4-1/2"N C4 3-1/2"N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).

MATCHLINE - SEE SHEET 18
MATCHLINE - SEE SHEET 20
PULLMAN AVENUE - BASE BID BM, JE 240133 1"=30' 19 of 56

COVINGTON ROAD TO RALSTON AVENUE
2200 PULLMAN AVENUE
2203
1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. MARCH 2025 145
COLD PLANE 4" 2" BASE COURSE EX/ NEW PAVEMENT SURFACE NTS TYPICAL SECTION NO. 5 2" HMA SURFACE COURSE S 2227 2218 S S 1 TYPICAL SECTION NO. 5 2225 2215 2217 2219 2221 2223 2216 2206 2208 2210 2212 2214 11 BRPM S 1 WZ 2700 2303 2300 C5 C6 CORONET BLVD WLL RALSTON AVENUE ENLARGEMENT N (SEE SHEET 42) ENLARGEMENT N (SEE SHEET 42) 1 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE02.DWG Plot Date: 3/26/2025 12:44 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C5 1-1/2" N C6 1-1/4" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S).

MATCHLINE - SEE SHEET 19
PULLMAN AVENUE - BASE BID BM, JE 240133 1"=30' 20 of 56 COVINGTON ROAD TO RALSTON AVENUE PULLMAN AVENUE TYPICAL SECTION NO. 5 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. MARCH 2025 146
NTS REMOVE & REPLACE HMA (VARIOUS DEPTHS)X (PAVEMENT REMOVAL) NOTES: 1. RECOMPACT LOOSENED MATERIAL AT SURFACE. IF CONTRACTOR DISTURBS MORE THAN 1-1/2" OF MATERIAL, SUBGRADE SHALL BE RECOMPACTED TO 95% R.C. 4" 4-1/2" 5" 2" 2-1/2" 3" 2" 2" 2" X Y Z DEPTH MEASUREMENTS EX. PAVEMENT, GUTTER LIP OR SPANDREL TACK COAT ALL VERTICAL EDGES PRIOR TO PAVING SEE NOTE 1 Y (BASE COURSE) Z (SURFACE COURSE) NTS TYPICAL SECTION NO. 1 6' KEYCUT A1 6' KEYCUT A1 3" 3" 1-3/4" 1-3/4" REMOVE & REPLACE HMA; SEE PLAN FOR LOCATIONS & DEPTH 1-3/4" HMA SURFACE COURSE 1/2" LEVELING COURSE TAPER LEVELING COURSE OVER WIDTH OF KEYCUT TO 0" THICKNESS, 3" FROM GUTTER LIP (TYP.) NOTES: 1. WHEN AREAS OF R&R ARE LOCATED UNDER KEYCUTS, PAVEMENT SHALL BE REMOVED TO THE SPECIFIED DEPTH AS MEASURED FROM PLANED SURFACE, NOT THE EXISTING PAVEMENT SURFACE. BRPM S S BRPM S S SCO 1 1010 1001 411 1001 361 1000 1001 311 1000 1 WLL R&R 4" HMA (~7'X142') R&R 4" HMA (~6'X10') R&R 4" HMA (~10'X18') R&R 4" HMA (~30'X8') R&R 4" HMA (~26'X50') R&R 4" HMA (~8'X36') R&R 4" HMA (~16'X16') R&R 4" HMA (~18'X10') 1 W WLL TYPICAL SECTION NO. 1 KEYCUT A1 (TYP.) TYPICAL SECTION NO. 1 BRPM WZ C3 C4 HILLER STREET IRWIN STREET JUDSON STREET KEDITH STREET W KEYCUT B1 KEYCUT B1 KEYCUT B1 KEYCUT B1 TYPICAL SECTION NO. 1 1 W 31 2 R RALSTON AVENUE R&R 4" HMA (~27'X20') KEYCUT B1 1000 1011 421 1000 1010 1011 371 1010 1011 1004 1001 1011 CB BRPM BRPM S 1 R&R 4" HMA (~6'X24') C2 R&R 4" HMA (~6'X6') R&R 4" HMA (~6'X10') R&R 4" HMA (~6'X18') 1 R&R 4" HMA (~6'X6') BRPM 4 KEYCUT B1 R&R 4" HMA (~10'X10') ENLARGEMENT P (SEE SHEET 44) ENLARGEMENT Q (SEE SHEET 45) ENLARGEMENT Q (SEE SHEET 45) ENLARGEMENT R (SEE SHEET 46) ENLARGEMENT R (SEE SHEET 46) ENLARGEMENT S (SEE SHEET 47) R&R 4" HMA (~6'X32') ENLARGEMENT O (SEE SHEET 43) ENLARGEMENT O (SEE SHEET 43) ENLARGEMENT O (SEE SHEET 43) 5R&R PCC CURB (12 LF) R&R PCC CURB & GUTTER (12 LF) KEYCUT A1 (LONGITUDINAL KEYCUT) NTS 6' EX. CURB & GUTTER 1-3/4" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B1 (TRANSVERSE KEYCUT) NTS EX. PAVEMENT OR CROSS GUTTER 2-1/4" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT

RALSTON FRONTAGE ROAD - BASE BID
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER BORING LOG NO. AC FABRIC (Y/N) C1 3-1/2" N C2 4-1/2" N C3 3" N C4 2" N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). RALSTON FRONTAGE ROAD RALSTON AVENUE/HILLER STREET TO KEDITH STREET BM, JE 240133 1"=30' 21 of 56 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. REMOVE & REPLACE LOOP DETECTORS (6 EA.). PROTECT IN PLACE ELECTRICAL VAULT. CONTRACTOR TO PROVIDE NEW WATER VALVE LID. REMOVE EXISTING CURB INLET & INSTALL SCUPPER PER DETAIL ON SHEET 54. RESET UNIT PAVER SIDEWALK AROUND NEW SCUPPER, BACKFILL & COMPACT SAND BEDDING AS NECESSARY. 234 MARCH 2025 5 147

CITY OF BELMONT

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WZ E ANODE
CITY OF REDWOOD CITY TYPICAL SECTION NO. 8 1101
1 1001 ENLARGEMENT T (SEE SHEET 48) ENLARGEMENT U (SEE SHEET 49) ENLARGEMENT T (SEE SHEET 48) 3 X X X X X X X X X X X X X X X X C1 BRPM
E
E JB
E ANODE BRPM C2 TYPICAL SECTION NO. 8 1111
1 2 1101 1101 EXISTING CHANGE OF PAVEMENT
36'
36' ENLARGEMENT U (SEE SHEET 49)
1 3 NTS TYPICAL SECTION NO. 8 COLD PLANE 6" 3" HMA SURFACE COURSE EX/ NEW PAVEMENT SURFACE 3" HMA BASE COURSE

SHOREWAY ROAD - BASE BID
1111 SHOREWAY ROAD TO CITY LIMIT
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_SITE01.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER SHOREWAY ROAD BM, JE 240133 1"=30' 22 of 56 1CONSTRUCTION NOTES: PROTECT IN PLACE ELECTRICAL VAULT. PROTECT IN PLACE JUNCTION BOX. MATCH FINISHED SURFACE FLUSH TO LID. ENSURE POSITIVE DRAINAGE IN PAVEMENT TOWARD GUTTER PAN AT INSTALLATION OF NEW CURB & GUTTER. 2 SHOREWAY ROAD

MATCHLINE - SEE BELOW LEFT
MATCHLINE - SEE ABOVE RIGHT BORING LOG NO. AC ASB LTB/CTB R-VALUE FABRIC (Y/N) C1 2-3/4" 10" 8" 12 N C2 2-3/4" 12" 7" - N *CORING DATA IS FOR INFORMATION ONLY. EXISTING SECTION MAY VARY FROM SECTION(S) FOUND AT CORING LOCATION(S). FABRIC MAY BE PRESENT IN SECTIONS EVEN IF NOT FOUND AT CORING LOCATION(S). GENERAL NOTES: 1. LOWER ALL UTILITIES PRIOR TO COLD PLANE UNLESS OTHERWISE NOTED. MARCH 2025 3 148
S S 1755 1749 1902 1904 1906 1738 CI 1753 10+50 11+00 11+50 12+00 12+41 8' 9.8' 8' 10' KEYCUT B3 KEYCUT A4 (TYP.) TYPICAL SECTION NO.9 KEYCUT B3 1 R&R PCC ROLLED C&G (15 LF) NTS TYPICAL SECTION NO. 9 5' KEYCUT A4 5' KEYCUT A4 3" 3" 3" HMA SURFACE COURSE EX. PAVEMENT SURFACE KEYCUT A4 LONGITUDINAL KEYCUTNTS 5' EX. CURB & GUTTER 3" BELOW GUTTER LIP REMOVE EX. PAVEMENT EX. PAVEMENT SURFACE 20' KEYCUT B3 TRANSVERSE KEYCUTNTS EX. PAVEMENT OR VALLEY GUTTER 3" BELOW FACILITY TO REMAIN EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-VALLEY VIEW AVENUE.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER VALLEY VIEW AVENUE

VALLEY VIEW AVENUE
STA 10+50 TO STA 11+94 BM, JE 240133 1"=10' 23 of 56 MARCH 2025 1CONSTRUCTION NOTES: LOWER UTILITY COVER PRIOR TO COLD PLANE. 149
S KEYCUT B4 KEYCUT A2 (TYP.) 20' (TYP.) 6' (TYP.) 12.1' 20.6' 6.6' 6.5' KEYCUT A2 (TYP.) MATCH MATCH MATCH MATCH 169.72TP 169.14TP MATCH MATCH 169.34TP 169.58TP 169.83TP 171.66TP 172.83TP MATCH MATCH 170.70TP 170.97TP 171.44TP 1 PLACE OVERLAY W/ VARIABLE DEPTH, SEE ROAD SECTION DETAIL THIS SHEET 2 KINGSTON ROAD VIRGINIA AVENUE 20' KEYCUT - TYPE A2 LONGITUDINAL KEYCUTNTS 6' KEYCUT - TYPE B4 TRANSVERSE KEYCUTNTS EX. CURB & GUTTER 2" REMOVE EX. PAVEMENT EX. PAVEMENT OR CROSS GUTTER 2" EX. PAVEMENT SURFACEREMOVE EX. PAVEMENT EX. PAVEMENT SURFACE ROAD SECTIONNTS VALLEY GUTTER EX. PAVEMENT SURFACE 6' (KEYCUT A2) WIDTH VARIES 20' (KEYCUT B4) HMA OVERLAY (DEPTH VARIES) 4" 3" 2" 2" Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01-VIRGINIA AVENUE.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER VIRGINIA AVENUE @ KINGSTON ROAD BM, JE 240133 1"=5' 24 of 56 PAVING EXHIBIT MARCH 2025 VIRGINIA AVENUE 1CONSTRUCTION NOTES: REMOVE & REPLACE PCC APRON PER DETAIL "CONCRETE APRON" ON COUNTY OF SAN MATEO STANDARD DRAWING D-5 "VALLEY GUTTER DETAILS." 2 PROTECT IN PLACE EXISTING UTILITY COVER. 150
X X X X X X X X X X X X SCO SCO SCO X X X X X X X X X X X X PP 10.7' 2.4' 13.4' 10.8' 6.7' 7' 11.5' 17' 1722 1718 1720 1 1 2 3 HILLMAN AVENUE 3 MATCH MATCH MATCH MATCH MATCH 192.05EP MATCHMATCH MATCH 193.80EP 192.00EP REMOVE, REGRADE & RECOMPACT SUBGRADE, PLACE 3" HMA Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_1720 HILLMAN AVENUE.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER 1CONSTRUCTION NOTES: ADJUST UTILITY COVER TO FINISHED GRADE. PROTECT IN PLACE EXISTING UTILITY POLE. PROTECT IN PLACE EXISTING RETAINING WALL. 23 EX. STRUCTURE, CONCRETE OR PAVEMENT 3" HMA SURFACE COURSE NOTE: AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 3" HOT MIX ASPHALT (HMA). NTS REMOVE, REPLACE, & REPLACE AREA REMOVE EX. PAVEMENT RECOMPACT SUBGRADE TO 95% R.C. SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES REGRADE WITH NATIVE MATERIAL OR IMPORTED AGGREGATE BASE. 1720 HILLMAN AVENUE BM, JE 240133 1"=5' 25 of 56
DRIVEWAY EXHIBIT MARCH 2025 HILLMAN AVENUE REMOVE, REGRADE & RECOMPACT SUBGRADE, PLACE 3" HMA 151
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_CP MAP.DWG Plot Date: 3/26/2025 12:45 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT SHEET INDEX SHEET NO. MAIN STREET SHEET TITLE SHEET DESCRIPTION 28 COMSTOCK CIRCLE ENLARGEMENT A COMSTOCK CIRCLE @ HALLMARK DRIVE (N) 29 ENLARGEMENT B COMSTOCK CIRCLE @ WEMBERLY DRIVE 30 ENLARGEMENT C COMSTOCK CIRCLE @ HALLMARK DRIVE (S) 31 ENLARGEMENT D COMSTOCK CIRCLE @ ST. JAMES ROAD 32 E STREET ENLARGEMENT E E STREET @ SIXTH AVENUE 33 ENLARGEMENT F 6TH AVENUE @ 970 E STREET 34 ENLARGEMENT G E STREET @ FIFTH AVENUE 35 ENLARGEMENT G.1 E STREET @ FIFTH AVENUE PROFILE & CROSS SECTIONS 36 FOREST AVENUE ENLARGEMENT H FOREST AVENUE @ SHIRLEY ROAD 37 ENLARGEMENT I FOREST AVENUE @ ALAMEDA DE LAS PULGAS 38 ENLARGEMENT J FOREST AVENUE @ ALAMEDA DE LAS PULGAS 39 MIDDLE ROAD ENLARGEMENT K MIDDLE ROAD @ CYPRESS AVENUE 40 ENLARGEMENT L MIDDLE ROAD @ EL CAMINO REAL 41 MONTE CRESTA DRIVE ENLARGEMENT M MONTE CRESTA DRIVE @ SAN JUAN BOULEVARD 42 PULLMAN AVENUE ENLARGEMENT N PULLMAN AVENUE @ RALSTON AVENUE 43 RALSTON FRONTAGE ROAD ENLARGEMENT O RALSTON FRONTAGE ROAD @ HILLER STREET 44 ENLARGEMENT P RALSTON FRONTAGE ROAD @ IRWIN STREET 45 ENLARGEMENT Q RALSTON FRONTAGE ROAD @ IRWIN STREET 46 ENLARGEMENT R RALSTON FRONTAGE ROAD @ JUDSON STREET 47 ENLARGEMENT S RALSTON FRONTAGE ROAD @ PARK BASKETBALL COURT 48 SHOREWAY ROAD ENLARGEMENT T CROSSWALK @ 1101 SHOREWAY ROAD 49 ENLARGEMENT U SHOREWAY ROAD @ 1101 SHOREWAY ROAD SURVEY MONUMENT COVER SURVEY NAIL ROADSIDE SIGN (EX.) RELOCATE ROADSIDE SIGN WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LIGHT STANDARD (EX.) LEGEND SW SIDEWALK TC TOP OF CURB FL FLOWLINE TP TOP OF PAVEMENT X
X FENCE & GATE SURVEY MARKER APPROXIMATE RIGHT-OF-WAY LINE XX PROPERTY ADDRESS HP HIGH POINT EP EDGE OF PAVEMENT MH (D=STORM DRAIN, S=SEWER, T=AT&T) MANHOLE COVER CB CATCH BASIN TG TOP OF GRATE POWER POLE GUY ANCHOR PP FIRE HYDRANT (EX.) NTS NOT TO SCALE WATER VALVE CB(N) NEW CATCH BASIN CURB PAINT R/YY CURB PAINT COLOR R=RED / CURB PAINT LENGTH "YY" (LF) EX. PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE, REGRADE & PLACE 6" OR MATCH SEE SHEET XX FOR DETAIL. REMOVE, REGRADE & PLACE 6" HMA CURB RAMP CONSTRUCTION: GENERAL NOTES 1. PRIOR TO INSTALLATION OF NEW CURB RAMPS, CONTRACTOR SHALL COORDINATE WITH CITY REPRESENTATIVE FOR TRIMMING OR REMOVAL OF PRIVATE LANDSCAPE PLANTINGS. NO PLANT MATERIAL SHALL BE ALTERED OR OTHERWISE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY. 2. CURB RAMP DESIGNS ARE BASED ON LATEST VERSION OF CALIFORNIA BUILDING CODE & CALTRANS DIB 82-06 "PEDESTRIAN ACCESIBILITY GUIDELINES FOR HIGHWAY PROJECTS, AND ANY/ALL APPLICABLE LOCAL CODES. REFER TO STANDARD PLAN A88A FOR ADDITIONAL DETAILS & INFORMATION NOT PROVIDED IN PROJECT PLANS OR SPECIFICATIONS. 3. SLOPES SHOWN ON THESE PLANS ARE APPROXIMATE; SOME FIELD-ADJUSTMENT MAY BE NECESSARY DURING LAYOUT & CONSTRUCTION. 4. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE NOVEMBER 2016 EDITION OF THE CITY OF BELMONT STANDARD DETAILS: · TYPE A CURB & GUTTER*. . . . . . . . . . . . . . . . . . . #SI-100 · CURB & GUTTER @ DRIVEWAY APPROACH. . . . #SI-103· VERTICAL TO ROLLED CURB TRANSITION . . . . #SI-104· SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #SI-105· DRIVEWAY APPROACH & SECTION . . . . . . . . . . . #S1-107· TRENCH DETAILS. . . . . . . . . . . . . . . . . . . . . . . . . . #SI-109· TYPE GO CURB INLET . . . . . . . . . . . . . . . . . . . . . . #SD-300· GRATE DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . #SD-302· TYPE GO INLET APRON . . . . . . . . . . . . . . . . . . . . .#SD-303 *CURB & GUTTER WIDTH WILL WIDEN FROM AN 18" GUTTER PAN TO
A 24" GUTTER PAN IN FRONT OF CURB RAMP LANDING THEN TAPER BACK TO AN 18" GUTTER PAN UNLESS OTHERWISE NOTED ON PLANS. 5. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER THE FEBRUARY 2022 EDITION OF THE COUNTY OF SAN MATEO STANDARD DRAWINGS: · A1-6 CURB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #D-3 · CONCRETE APRON . . . . . . . . . . . . . . . . . . . . . . . . #D-5· MONUMENT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #D-10 6. CONCRETE FACILITIES SHALL BE CONSTRUCTED PER DETAILS ON SHEET 54· CROSS GUTTER . . . . . . . . . . . . . . . . . . . . . . . . PCC CROSS GUTTER W/ REINFORCEMENT 7. ALL SAWCUTTING THROUGH CONCRETE & ASPHALT PAVEMENT SHALL EXTEND FULL-DEPTH OF THE MATERIAL. SAWCUTS IN CONCRETE SHALL ALWAYS BE ON AN EXISTING JOINT LINE UNLESS OTHERWISE ALLOWED BY THE CITY'S REPRESENTATIVE PRIOR TO CUTTING. ANY CHIPPED, BROKEN OR OTHERWISE IRREGULAR CONCRETE OR ASPHALT PAVEMENT EDGES SHALL BE RE-SAWCUT AS DIRECTED BY THE CITY'S REPRESENTATIVE PRIOR TO REPLACING CONCRETE OR HOT-MIX ASPHALT MATERIAL. 8. NEW CONCRETE FACILITIES SHALL BE DOWELED TO EX. CONCRETE USING 18" #4 BARS SPACED @ 12" O.C. MAX. NEAREST DOWEL TO OUTERMOST FACE OF CONCRETE SHALL BE NO CLOSER THAN 3" UNLESS OTHERWISE DIRECTED BY CITY REPRESENTATIVE. 9. PAINTED LINES & LEGENDS SHOWN IN ENLARGEMENTS REPRESENT EXISTING & MAY CHANGE AS DIRECTED BY CITY REPRESENTATIVE. 10. LANDSCAPE RESTORATION SHALL CONSIST OF SALVAGING & REPLACING LANDSCAPING MATERIALS BEHIND NEW CONCRETE CONSTRUCTION. THESE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: BARK MULCH, DECORATIVE ROCK, COBBLE OR BOULDERS, CONCRETE PAVERS, BRICK, TURF, & DECORATIVE EDGING. CONTRACTOR SHALL DISTURB EX. LANDSCAPE MATERIALS TO THE MINIMUM AMOUNT POSSIBLE DURING DEMOLITION, LAYOUT & CONSTRUCTION OF RAMPS. WHERE MATERIALS MUST BE DISTURBED OR REMOVED, CONTRACTOR SHALL CAREFULLY SALVAGE & STORE ON-SITE SAID MATERIALS UNTIL CURB RAMP CONSTRUCTION IS APPROVED BY THE CITY'S REPRESENTATIVE, AFTER WHICH SALVAGED MATERIALS SHALL BE RESTORED TO THEIR ORIGINAL PLACEMENT & CONDITION. IF EXISTING MATERIALS CANNOT BE SALVAGED, CONTRACTOR SHALL PROCURE & INSTALL W/SAME MATERIALS. 11. LANDSCAPE RESTORATION MAY ALSO INCLUDE REPAIR OR REPLACEMENT OF DAMAGED IRRIGATION FACILITIES CAUSED BY THE CONTRACTOR'S EFFORTS. CONTRACTOR SHALL EXERCISE REASONABLE CAUTION DURING DEMOLITION & CONSTRUCTION TO AVOID DAMAGING IRRIGATION DRIPLINES, LATERAL LINES, VALVES, POP-UP SPRINKLERS, ETC. ANY DAMAGED IRRIGATION FACILITIES SHALL BE REPAIRED OR RESTORED TO WORKING ORDER TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 12. ALL EXISTING FACILITIES ADJACENT TO ZONE OF CONSTRUCTION SHALL BE PROTECTED AT ALL TIMES BY THE CONTRACTOR TO AVOID DAMAGE TO SAID FACILITIES. IF IT IS THE CONTRACTOR'S OPINION THAT ITEM(S) CANNOT BE PROTECTED IN PLACE DURING THE WORK, CONTRACTOR SHALL NOTIFY THE CITY'S REPRESENTATIVE IN ADVANCE OF STARTING THE WORK. ANY ITEMS WHICH ARE TEMPORARILY RELOCATED TO AVOID DAMAGE SHALL BE REPLACED TO THEIR ORIGINAL LOCATION & CONDITION AT THE COMPLETION OF THE WORK. ANY FACILITIES WHICH ARE FOUND TO BE MISSING OR DAMAGED SHALL BE REPLACED AT THE CONTRACTOR'S SOLE EXPENSE & TO THE SATISFACTION OF THE CITY'S REPRESENTATIVE. 13. EXISTING UTILITIES WITHIN AREA OF WORK SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE NOTED ON PLANS. 14. NOTIFY ENGINEER OF RECORD IF DISCREPANCIES ARE FOUND BETWEEN CONTROL POINTS PRIOR TO CONTINUATION OF WORK. 15. MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. REMOVE & REPLACE PCC DRIVEWAY ENLARGEMENT NOTES BM, JE 240133 N/A 26 of 56
CONTROL POINT DATA,CURB RAMP CONSTRUCTION NOTES, LEGEND, & SHEET INDEX MARCH 2025 R/W XXX.XX DESIGN ELEVATION(S) EXISTING UNIT PAVERS SL STREET LIGHT ELEC ELECTRICAL PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 3" OR MATCH EX. RESET UNIT PAVERS DH LOOP DETECTOR HANDHOLE (EX.) T TELECOMMUNICATIONS ELECTRICAL LINE (EX.) TS TRAFFIC SIGNAL GAS LINE (EX.) GP GP TEST COVER CP CP TEST COVER BACKFILL W/ DECOMPOSED GRANITE & REGRADE PROPOSED REALIGNED BRICK RETAINING WALL INV INVERT NEW STORM DRAIN PIPE STORM DRAIN PIPE (EX.) E(E) G(E) TELEVISION BOX COVER GV GAS VALVE ANODE ANODE COVER IRR IRRIGATION CONTROL VALVE COVER EG EXISTING GRADE ROOT BARRIER 152
6TH AVENUE 16 1514 44 17 45
5TH AVENUE E STREET 36 34 35 12 11 3023 3024 9 8 GRANADA STREET HILLER STREET IRWIN STREET JUDSON STREET KEDITH STREET RALSTON AVENUE RALSTON FRONTAGE ROAD 62 59 60 58 51 61 57 CYPRESS AVENUE EL CAMINO REAL MIDDLE ROAD 30 HALLMARK DRIVE (N) 28 29 6 5 4 3 2 1 HALLMARK DRIVE (S) WEMBERLY DRIVE ST. JAMES ROAD
WALTHAM CROSS STREET COMSTOCK CIRCLE 40 41 43 42 37 38 39 SHIRLEY ROAD ALAMEDA DE LAS PULGAS FOREST AVENUE CIPRIANI BOULEVARD SHIRLEY ROAD 21 COVINGTON ROAD 20 19 RALSTON AVENUE CORONET BOULEVARD EWELL ROAD PULLMAN AVENUE 33 SHOREWAY ROAD 31 32 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_CP MAP.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER COMSTOCK CIRCLE LOCATION MAP 1" = 200' FOREST AVENUE LOCATION MAP 1" = 100' MIDDLE ROAD LOCATION MAP 1" = 60' RALSTON FRONTAGE ROAD LOCATION MAP 1" = 60' E STREET LOCATION MAP 1" = 60' PULLMAN AVENUE LOCATION MAP 1" = 150' SHOREWAY ROAD LOCATION MAP 1" = 100' LEGEND ## FOR ADDITIONAL INFORMATION. CONTROL POINT NO. "#". SEE TABLE CONTROL POINT LOCATION MAPS BM, JE 240133 AS SHOWN 27 of 56 MARCH 2025 153

HALLMARK DRIVE (N) COMSTOCK CIRCLE S R/W
R/W

R/W R/W
CB
CB 4.1' 4' 7' 2.8' 5' 2' 4.5' 15' 15'
3' 4.1'

3.1' MATCH 549.80TC/FL 549.85TC/FL 550.41TC 549.91SW 550.28TC 549.86SW 551.67TC/SW 551.61TC 551.19FL MATCH MATCH 548.70TC/SW 548.64TC 548.14FL MATCH MATCH MATCH 548.44TC/SW MATCH 548.38TC 547.92FL 547.86TC/FL 548.42TC 547.92SW 548.39TC 547.89SW 547.83TC/FL 548.13TC 547.80FL 548.19TC/SW MATCHMATCH 3.1' 4.5' 5' 2' 8' 2'3.6' 4' R = 29.5' R = 29' R = 28'

29.7' 2' 3 2 1 29548.43 Mag Nail W/ Shiner

8.2' MATCH MATCH
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_COMSTOCK CIRCLE RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT A BM, JE 240133 1"=5' 28 of 56
COMSTOCK CIRCLE @ HALLMARK DRIVE (N) SURVEY NAIL SANITARY SEWER MANHOLE SSW SIDEWALK TC TOP OF CURB FL FLOWLINE CB CATCH BASIN XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. COMSTOCK CIRCLE @ HALLMARK DRIVE (N) ENLARGEMENT A ROADSIDE SIGN (EX.) APPROXIMATE RIGHT-OF-WAY LINE R/W DESIGN ELEVATION(S) ENLARGEMENT A NOTES: PROTECT IN PLACE EXISTING CATCH BASIN. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". TRIM & REMOVE EXISTING PLAT MATERIAL @ BACK OF SIDEWALK. 123 MARCH 2025 154

WEMBERLY DRIVE

COMSTOCK CIRCLE
CB 2' 5' 4.1' 15' 4' 7.4' 4.5' 5.1' 4.5' 11' 5' 2.1' 2' 2' 2' 4.5' S R/W R/W R/W R/W 6 612.49 Mag Nail W/ Shiner 614.96TC/FL 615.10TC 614.60FLMATCH MATCH 614.89TC/FL 616.26TC 615.76FL 616.32TC/SW MATCH MATCH 615.36TC 614.94SW615.15TC/SW 615.51TC 615.01SW 613.35TC/FL 613.28TC/FL 613.64TC/SW 613.59TC 613.09FL MATCH MATCH 614.18TC 613.68FL 614.23TC/SW MATCH MATCH 613.90TC 613.40SW 613.83TC 613.33SW Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_COMSTOCK CIRCLE RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT B BM, JE 240133 1"=5' 29 of 56
COMSTOCK CIRCLE @ WEMBERLY DRIVE SURVEY NAIL SANITARY SEWER MANHOLE SSW SIDEWALK TC TOP OF CURB FL FLOWLINE CB CATCH BASIN XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. EXISTING BRICK PAVERS SURVEY MONUMENT IN WELL COMSTOCK CIRCLE @ WEMBERLY DRIVE ENLARGEMENT B ROADSIDE SIGN (EX.) APPROXIMATE RIGHT-OF-WAY LINE R/W DESIGN ELEVATION(S) MARCH 2025 155
HALLMARK DRIVE (S) COMSTOCK CIRCLE S 4' 4' 15' 3.9' 2' 5' 4' 20.7'

12.6' 6' 2.3' 2.5' 12' 6' 4.5' 5'2' 4' 2' 2' 13.1' 2 1 3 R/W R/W
R/W R/W 626.31TC/FL 626.24TC/FL 626.67TC 626.28SW MATCH MATCH 626.46TC 625.96FL 626.50TC/SW 627.49TC 626.99FL/HP MATCH MATCH MATCH MATCH MATCH 626.93TC 626.35SW MATCH MATCH MATCH MATCH 627.47TC 626.97FL 626.28TC 625.78FL 626.51TC/FL626.44TC/FL 626.82TC 626.49SW 627.06TC 626.56SW 627.50TC/SW 626.31TC/SW MATCH MATCH MATCH 627.55TC/SW 1 1

4.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_COMSTOCK CIRCLE RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER WATER VALVE FIRE HYDRANT (EX.) SURVEY NAIL SANITARY SEWER MANHOLE SSW SIDEWALK TC TOP OF CURB FL FLOWLINE HP HIGH POINT TP TOP OF PAVEMENT PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. ENLARGEMENT C NOTES: PROTECT IN PLACE EXISTING UTILITY BOX. PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING BRICK PAVERS. 123 EXISTING BRICK PAVERS COMSTOCK CIRCLE @ HALLMARK DRIVE (S) ENLARGEMENT C ENLARGEMENT C BM, JE 240133 1"=5' 30 of 56
COMSTOCK CIRCLE @ HALLMARK DRIVE (S) ROADSIDE SIGN (EX.) TELEVISION BOX COVER XXX.XX APPROXIMATE RIGHT-OF-WAY LINE R/W DESIGN ELEVATION(S) LIGHT STANDARD (EX.) MARCH 2025 156
ST. JAMES ROAD
COMSTOCK CIRCLES 5' 4' 8' 10' 1.6' 2' 2.5' CB 2 3 4 5 1 6' 2' 2' 8' 5.5' 7.5' 9.9' 11' 5' 4.5' 2' 2' 2 1 2 662.01 Mag Nail W/ Shiner R/W R/W R/W R/W CB 4.5' 16.5'

24.5' MATCH 663.73TC 663.40SW 663.36TC/FL 663.58TC 663.33SW 663.29TC/FL MATCH MATCH 663.19TC/SW 663.13TC 662.63FL MATCH 664.12TC 663.62FL 663.66FL MATCH MATCH MATCH 665.34TC/SW 665.13TC/SW MATCH MATCH MATCH MATCH 665.22TC 664.72SW 665.29TC 664.79SW 664.74TC/FL 664.67TC/FL 665.29TC 664.79FL 665.08TC 664.58FL MATCH MATCH MATCH MATCH 664.18TC/SW Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_COMSTOCK CIRCLE RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER WATER VALVE FIRE HYDRANT (EX.) SURVEY NAIL SANITARY SEWER MANHOLE S SW SIDEWALK TC TOP OF CURB FL FLOWLINE CB CATCH BASIN TP TOP OF PAVEMENT PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. LEGEND ENLARGEMENT D NOTES: CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING SURVEY MONUMENT IN WELL. PROTECT IN PLACE EXISTING CATCH BASIN. RESTORE BRICK PAVERS TO EXISTING CONDITION, FLUSH W/ NEW SIDEWALK. 1234 EXISTING BRICK PAVERS SURVEY MONUMENT IN WELL COMSTOCK CIRCLE @ ST. JAMES ROAD ENLARGEMENT D 5 ENLARGEMENT D BM, JE 240133 1"=5' 31 of 56
COMSTOCK CIRCLE @ ST. JAMES ROAD XXX.XX APPROXIMATE RIGHT-OF-WAY LINE R/W DESIGN ELEVATION(S) MARCH 2025 157
SIXTH AVENUE E STREET 103.43TC/SW 103.36TC 102.86FL 98.71TC/SW MATCH MATCH MATCH MATCH 100.98TC 100.73SW 101.73TC 100.98SW 100.65TC/FL 100.90TC/FL 100.16TC 100.04FL C2 C4 13.5' 2.4' 9' 6.2' 3 2 1 15' 2' 5.5' C1 C3 98.63TC 98.13FL MATCH MATCH MATCH MATCH MATCH 98.67TP 99.74TP MATCH CB 16' 2'

4.5' 100.32TP MATCH

4.5' MATCH 104.42TC 103.96FL 15.5' 9.7' 5.8' 1.7' 101.76TC 101.30FL 100.10TC 99.64FL 2' 100.43TC 100.24SW ENLARGEMENT F (SEE SHEET 33) 5 4 R/W R/W
R/W
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_E STREET RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER WATER VALVE ROADSIDE SIGN (EX.) WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. SW SIDEWALK TC TOP OF CURB DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT TP TOP OF PAVEMENT XXX.XX ENLARGEMENT E BM, JE 240133 1"=5' 32 of 56
E STREET @ SIXTH AVENUE E STREET @ SIXTH AVENUE ENLARGEMENT E CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 2.91' 6.00' 27°46'26" C2 5.00' 6.00' 47°45'07" C3 1.52' 6.00' 14°30'15" C4 14.93' 9.50' 90°01'48" ENLARGEMENT E NOTES: ADJUST UTILITY COVER TO FINISHED GRADE. LANDING DESIGN SLOPES EXCEED 2%, SEE DIB 82-06 SECTION 4.3.5. RESTORE DECORATIVE ROCK BEHIND CURB DISTURBED BY CONCRETE REPAIRS. REGRADE SUCH THAT DECORATIVE ROCK IS 1" MIN./2" MAX. BELOW TOP OF ADJACENT RETAINING CURB. PROTECT IN PLACE EXISTING CATCH BASIN. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". 123 FIRE HYDRANT (EX.) MARCH 2025 45 APPROXIMATE RIGHT-OF-WAY LINE R/W 158
MATCH 114.63TC 114.17FL 113.30TC 112.84FL 111.97TC 111.51FL 110.33TC 109.87FL 108.98TC 108.52FL 107.65TC 107.19FL 106.04TC 105.58FL 104.42TC 103.96FL 10' 10' 10' 4' 10' 10' 12.3' 10.2' ENLARGEMENT E (SEE SHEET 32) 2' SIXTH AVENUE2 1 3 1569 970
18'

19.2'
21'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_E STREET RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER WATER VALVE ROADSIDE SIGN (EX.) PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. TC TOP OF CURB DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT EG EXISTING GRADE XXX.XX ENLARGEMENT F BM, JE 240133 1"=5' 33 of 56
6TH AVENUE @ 970 E STREET 6TH AVENUE @ 970 E STREET ENLARGEMENT F ENLARGEMENT F NOTES: CONSTRUCT ROLLED CURB PER CITY OF BELMONT STANDARD DETAIL SI-100, "TYPE E CURB". CONSTRUCT DRIVEWAY TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-103, "TYPE A CURB TRANSITION". TRIM & REMOVE EXISTING PLANT MATERIAL @ PROPOSED CURB & GUTTER. 123 FIRE HYDRANT (EX.) XX PROPERTY ADDRESS MARCH 2025 159
S CB MATCH MATCH 64.23TC 63.73FL MATCH TC 64.28SW MATCH 61.03TC MATCH 60.28SW 61.83TC 61.08SW 61.75TC 61.00SW 61.03TC/FL MATCH TC 60.56SW 60.40TC MATCH FL 5.2' 4' 4' 5' 20' 5.4' 60.51TC 60.01FL 60.23TC MATCH FL
8'

6.4' CB(N)

FIFTH AVENUE E STREET
8' MATCH 65.35TC 64.85FL 63.00TC 62.50SW/FL 62.49TC 62.40TG/FL 62.68TC 62.40TG/FL 62.46TC 63.25SW 63.20TC 62.80FL 63.76TC 63.26FL MATCH MATCH 1.8' 6.3' 8.7' 5' 62.98TC 62.48SW 63.81TC/SW 5'

4.5' 4.9'
21' 6.6' 63.05TC 62.55SW 63.45TC 62.95FL 13 5 6 10 12 8 8 12 2 11 3 10+80 10+20 10+30 10+40 10+50
10+60
10+70 1 4 9 11 R= 15.50' L= 24.32' Δ= 89°53'32" R= 10.00' L= 15.90' Δ= 91°06'18" 5.2' 5' R= 5.50' L= 8.74' Δ= 91°04'58" R/W
R/W
R/W R/W 62.43SW/FL 14 2' 2' 14 60.95TC/FL
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_E STREET RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT G BM, JE 240133 1"=5' 34 of 56
E STREET @ FIFTH AVENUE E STREET @ FIFTH AVENUE ENLARGEMENT G MH (D=STORM DRAIN, S=SEWER, T=AT&T) MANHOLE COVER MARCH 2025 WATER VALVE ROADSIDE SIGN (EX.) WATER METER COVER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE LEGEND SW SIDEWALK TC TOP OF CURB DESIGN ELEVATION(S) FL FLOWLINE EP EDGE OF PAVEMENT TP TOP OF PAVEMENT XXX.XX ENLARGEMENT G NOTES: CONSTRUCT NEW CATCH BASIN PER CITY OF BELMONT STANDARD DETAIL SD-300. RECONSTRUCT TOP OF CATCH BASIN PER CITY OF BELMONT STANDARD DETAIL SD-300. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". REMOVE EXISTING SECTION OF 12" RCP & REPLACE WITH NEW 12" RCP. SLOPE TO MATCH EXISTING. CONNECT NEW PIPE TO PROPOSED CATCH BASIN. REMOVE EXISTING STORM DRAIN CATCH BASIN & BACKFILL VOID W/ CLASS II AGGREGATE BASE, COMPACTED TO 95% R.C. NOT USED. CONTRACTOR TO SAWCUT EXISTING RETAINING CURB @ LOCATION SHOWN ON PLAN. NO JOINT PRESENT @ THIS LOCATION. TAPER CURB WIDTH FROM 6" TO MATCH EXISTING (~4") OVER LAST 2'. CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. ADJUST RETAINING WALL BRICKS AS REQUIRED & RELOCATE EXISTING PVC OUTLET PIPE BEHIND NEW CONCRETE IMPROVEMENTS. PROTECT IN PLACE EXISTING RETAINING WALL. PROTECT IN PLACE EXISTING RETAINING CURB. LOWER UTILITY COVER PRIOR TO COLD PLANING & ADJUST UTILITY COVER TO FINISHED GRADE UPON COMPLETION OF SURFACE COURSE. REMOVE EXISTING ASPHALT PAVEMENT & REGRADE UNDERLYING MATERIAL. BACKFILL WITH 3" MIN. LAYER OF DECOMPOSED GRANITE (DG). FINISH SURFACE OF DG SHALL BE 1" MIN./2" MAX. BELOW TOP OF ADJACENT NEW CURB & GUTTER. 123 FIRE HYDRANT (EX.) 45678 TG TOP OF GRATE REMOVE, REGRADE, & PLACE 6" HMA 910111213 INV INVERT RELOCATED ROADSIDE SIGN CB EXISTING CATCH BASIN CB(N) NEW CATCH BASIN APPROXIMATE RIGHT-OF-WAY LINE R/W NEW STORM DRAIN PIPE STORM DRAIN PIPE (EX.) 14 BACKFILL W/ DECOMPOSED GRANITE & REGRADE 160
℄ 10+19.48 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+20.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+25.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+30.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+35.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+40.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+45.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+50.00 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+55.00 55606570 55606570 -20 -15 -10 -5 0 5 10 15 20 ℄ 10+60.00 55606570 55606570 -25 -20 -15 -10 -5 0 5 10 15 20 ℄10+65.00 55606570 55606570 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 ℄ 10+51.90 60657075 60657075 -20 -15 -10 -5 0 5 10 15 20 -1.5% -4.5% -1.4% -4.4% -0.4% -3.5% 0.8% -3.1% 1.9% -3.2% 3.0% -3.6% 3.5% -4.6% 3.3% -6.4% 3.4% -6.6% 4.2% -4.8% 4.6% -5.7% 3.0% -7.3% ELEVATION STATION Profile View of E Street Centerline 60.00 70.00 60.00 70.00 10+10.00 10+80.00 10+10.00 10+80.00 NEW 10+72 61.72 PVI STA: 10+51.89 PVI ELEV: 61.80 K: 2.29 LVC: 26.97 BVCS: 10+38.41
BVCE: 63.44
EVCS: 10+65.37
EVCE: 61.75 NEW 10+19 65.75 NEW 10+30 64.46 NEW 10+40 63.25 NEW 10+50 62.32 NEW 10+60 61.83 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_E STREET RAMPS.DWG Plot Date: 3/26/2025 12:46 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT G.1 BM, JE 240133 AS SHOWN MARCH 2025 35 of 56 E STREET @ FIFTH AVENUE PROFILE & CROSS SECTIONS CROSS SECTIONS HORIZONTAL 1"=10' VERTICAL 1"=5' E STREET: CENTERLINE PROFILE VIEW HORIZONTAL: 1"=5' VERTICAL: 1"=2' 161
S 460.75TC/FL 460.92TC/FL 464.12TC 463.70FL 464.16TC/SW 464.46SW MATCH MATCH 460.49TC 460.16FLMATCH 460.42SW 4' 2.2' 4.2' 10.8' 2.9' 461.96TC 3.1' 2.8' 460.96SW 461.29TC 460.79SW 460.53TC/SW 2' 7' 4.5' SHIRLEY ROAD FOREST AVENUE 3 464.42TC 464.06FL 2' 1 1 2 37 459.68 Mag Nail W/ Shiner 38 463.12 Mag Nail W/ Shiner 39 460.66 MAG W/ WASHER PLS 6163 R/W R/W R/W R/W 463.60TC 463.26SW 463.22TC 462.94FL R = 15.5' 4 5' Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_FOREST AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER FOREST AVENUE @ SHIRLEY ROAD ENLARGEMENT H ENLARGEMENT H BM, JE 240133 1"=5' 36 of 56
FOREST AVENUE @ SHIRLEY ROAD SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ROADSIDE SIGN (EX.) WATER VALVE SANITARY SEWER MANHOLE SEG EXISTING GRADE ENLARGEMENT H NOTES: CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. LANDING DESIGN SLOPES EXCEED 2%, SEE DIB 82-06 SECTION 4.3.5. TRIM & REMOVE EXISTING PLANT MATERIAL @ BACK OF SIDEWALK. REGRADE BASE/SUBGRADE MATERIAL TO CONFORM TO NEW CONCRETE FACILITIES. BACKFILL W/AGGREGATE BASE OR HMA FOR FUTURE CEMENT TREATMENT OF ROADWAY 123 SURVEY NAIL SURVEY NAIL APPROXIMATE RIGHT-OF-WAY LINE R/W MARCH 2025 4 162

ALAMEDA DE

LAS PULGAS FOREST AVENUE
S
R/W PP
R/W
R/W R/W MATCH 386.17EP 386.05FL MATCH MATCH 386.17EP 385.58EP 385.58EP 385.46FL

10.3'

3.6'

12.4'

12.7'

14.7'

14.4'
3' 3' 386.69TC 386.23FL 386.56TC 386.10FL
2'
4'
3 2
1 3'
4 385.88EP 385.76FL 385.88EP 385.56TC 385.10FL
4' 8.2' 387.12TC 386.66FL

5.2'

3.6' 385.76TC 385.30FL 384.65TC 384.19FL 383.85TC 383.73FL ENLARGEMENT J (SEE SHEET 38) 41 386.61 Mag Nail W/ Shiner 5 388.17TC 387.71FL 1.2' 8.2' 6.7' 1.5'
4'
1 6
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_FOREST AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER FOREST AVENUE @ ALAMEDA DE LAS PULGAS ENLARGEMENT I ENLARGEMENT I BM, JE 240133 1"=5' 37 of 56
FOREST AVENUE @ ALAMEDA DE LAS PULGAS TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ROADSIDE SIGN (EX.) WATER VALVE SANITARY SEWER MANHOLE SEP EDGE OF PAVEMENT ENLARGEMENT I NOTES: CONSTRUCT ROLLED CURB PER CITY OF BELMONT STANDARD DETAIL SI-100, "TYPE E CURB". CONSTRUCT VALLEY GUTTER PER DETAIL ON SHEET 54. CONSTRUCT PCC APRON PER COUNTY OF SAN MATEO STANDARD DETAIL D-5, "CONCRETE APRON". ADJUST UTILITY COVER TO FINISHED GRADE. CONTRACTOR TO SAWCUT LOCATION SHOWN ON PLAN. NO JOINT PRESENT @ THIS LOCATION. REGRADE BASE/SUBGRADE MATERIAL TO CONFORM TO NEW CONCRETE FACILITIES. BACKFILL W/AGGREGATE BASE OR HMA FOR FUTURE CEMENT TREATMENT OF ROADWAY. CONSTRUCT TYPE A CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-103. 1 2
3 SURVEY NAIL APPROXIMATE RIGHT-OF-WAY LINE R/W FIRE HYDRANT (EX.) POWER POLE PP 4 MARCH 2025
5 6
163
381.03TC 379.12TC 380.91FL 378.62FL 376.91TC 376.41FL 374.71TC 374.21FL 372.79TC 372.29FL MATCH MATCH MATCH MATCH ALAMEDA DE LAS PULGAS 382.37TC 382.25FL 383.85TC 383.73FL 381.09TC 380.59FL 23.1' 25' 25' 8' 2' 4' 16.3' 25' 16.4' 4.5' CITY OF SAN MATEO CITY OF BELMONT ENLARGEMENT I (SEE SHEET 37) 1.7' R=50.00' L=3.32' Δ=03°47'59" 4'
2' 1 3 2 4 5 6
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_FOREST AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER FOREST AVENUE @ ALAMEDA DE LAS PULGAS ENLARGEMENT J ENLARGEMENT J BM, JE 240133 1"=5' 38 of 56
FOREST AVENUE @ ALAMEDA DE LAS PULGAS TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ROADSIDE SIGN (EX.) EP EDGE OF PAVEMENT ENLARGEMENT J NOTES: CONSTRUCT STANDARD CURB & GUTTER PER CITY OF BELMONT STANDARD DETAIL SI-100, "TYPE A CURB". CONSTRUCT DRIVEWAY CURB & GUTTER PER CITY OF BELMONT STANDARD DETAIL SI-103. CONSTRUCT TYPE A CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-103. CONTRACTOR TO COORDINATE W/ CITY OF SAN MATEO FOR ENCROACHMENT PERMIT. BIORETENTION DESIGN BY OTHERS. SEE SHEETS 50 - 53. SALVAGE EX. SIGN & RESET ON NEW POST. CONTRACTOR TO COORDINATE W/ CITY ON PLACEMENT OF SIGN AFTER CONSTRUCTION OF BIORETENTION AREA. 12 SURVEY NAIL APPROXIMATE RIGHT-OF-WAY LINE R/W FIRE HYDRANT (EX.) MARCH 2025 TP TOP OF PAVEMENT EG EXISTING GRADE CONSTRUCT PCC DRIVEWAY IMPROVEMENTS 3 WATER VALVE GAS LINE (EX.) SANITARY SEWER LINE (EX.) WATER LINE (EX.) 456 164

CYPRESS AVENUE
MIDDLE ROAD S MATCH MATCH MATCH MATCH 62.54TC/FL 62.61TC/FL 66.97TC 66.64FL 67.03TC/SW 60.19TC 59.86FL 5.5' 5.5'

15.9' 8.8' 8.7' 5' 4.1' 2.9' 3.4' 3.9' 63.42TC 62.67SW 62.75TC 62.60SW 60.25TC/SW 63.50TC 63.43FL 64.31TC 63.56SW 8' 62.35TC 62.15SW 62.09TC 62.03FL 1 6 6 PP 62 67.54 CP NAIL MATCH MATCH MATCH 64.11TC/FL 64.54TC 64.04SW/FL 64.91TC 64.16SW 65.58TC/SW 65.53TC 65.20FL 65.16TC 64.69SW 64.64TC 64.49FL 64.67TC 64.00FL/TG 64.89TC 64.22FL/TG 66.97TC 66.55FL 6.7' 9.4' 5.6' 5'64.84TC 64.09SW 2' 4' 12.9'
4'

4.5' 2' 2'
10' D 2 4 7 6 6 5 R= 15.50' L= 17.00' Δ= 62°50'32" R= 15.50' L= 2.01' Δ= 07°25'39" R= 15.50' L= 18.69' Δ= 69°04'35" 3 POWER POLE GUY ANCHOR PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOW LINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) RIGHT-OF-WAY LINE CB(N) NEW CATCH BASIN ENLARGEMENT K NOTES: PROTECT IN PLACE EXISTING POWER POLE. RETAINING CURB WIDTH MAY BE REDUCED TO A MINIMUM OF 4" TO AVOID POWER POLE. INSTALL NEW CATCH BASIN PER CITY OF BELMONT STANDARD DETAIL SD-300. REMOVE EXISTING STORM DRAIN CATCH BASIN & BACKFILL VOID W/ CLASS II AGGREGATE BASE, COMPACTED TO 95% R.C. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". REMOVE EXISTING STORM DRAIN PIPE & CONNECT NEW 12" RCP PIPE FROM EXISTING STORM DRAIN MAN HOLE TO PROPOSED CATCH BASIN. PROVIDE A MINIMUM OF 0.5% SLOPE FROM CATCH BASIN TO MANHOLE. CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. ADJUST UTILITY COVER TO FINISHED GRADE. 1 SURVEY NAIL TG TOP OF GRATE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX.

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\220189__MIDDLE ROAD CURB RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT K BM, JE 240133 1"=5' 39 of 56
MIDDLE ROAD @ CYPRESS AVENUE MIDDLE ROAD @ CYPRESS AVENUE ENLARGEMENT K PP 23456 XXX.XX DESIGN ELEVATION(S) MARCH 2025 7 165

2.4'
EL CAMINO REAL MIDDLE ROAD E(E) E(E) E(E) E(E) E(E) E(E) E(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) G(E) E(E) E(E) E(E)E(E) E(E) E(E) E(E) E(E) D DH DH 8' 1 12' 2 3 11 CALTRANS ROW CALTRANS ROW BELMONT ROW BELMONT ROW 11 GP CP 3' 6' 7.8' 6' 6' 7 9 8 4' 2.6' 2.1' R = 11.0' L = 5.81' Δ= 30°15'23" R = 5.0' L = 2.64' Δ= 30°15'23" 6' 10 10 R = 11.0' L = 10.35' Δ= 53°54'24" R = 12.5' L = 8.46' Δ= 38°45'36" 2' 6'

3.2' 9 3 6 3 4 MATCH 48.95TC 48.45FL 48.93SW MATCH 49.05SW 49.02SW48.88TC/SW 48.97TC/SW 49.19TC 48.52SW 49.00TC 48.50SW/FL 48.88TC 48.38SW/FL 48.88TC 48.30FL 48.88TC 48.30FL/TG MATCH MATCH MATCH 48.68TC 48.26FL MATCH 47.24TC 47.33TC 46.41FL/TG 46.50FL/TG 47.33TC/FL 48.93TC 48.43SW 1 5' 49.59SW 49.51TC 49.18FL 47.93SW 47.94SW 47.99SW MATCH MATCH MATCH 48.77SW 47.88SW 7' 4.1' 47.12SW 47.15TC 46.48FL/HP 47.02TC 46.35FL
4'
4' 10' 2' 6.4' 8.3' 4.3' 8.5' 5'

4.2' R = 15.00' L = 8.31' Δ= 31°44'39" R = 8.25' L = 6.12' Δ= 42°31'24" 4.9' 4' 47.25TC/FL 47.48TC 46.90FL 8.0' 2.5' 15.4'

5.1' 6149.21 CP SPIKE GENERAL NOTES: 1. CURB RAMPS TO BE CONSTRUCTED IN ACCORDANCE WITH 2023 CALTRANS STANDARD PLAN A88A "CURB RAMP DETAILS" AND PLAN NO. A88B "CURB RAMP AND PASSAGEWAY DETAILS" & AS SHOWN IN PROJECT PLANS. 2. UTILITIES SHOWN ON PLANS ARE SCHEMATIC ONLY & NOT FIELD VERIFIED FOR COMPLETENESS. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WITHIN WORK AREA PRIOR TO EXCAVATION AND PROTECT ALL EXISTING FACILITIES IN PLACE DURING CONSTRUCTION.

Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\220189__MIDDLE ROAD CURB RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT L BM, JE 240133 1"=5' 40 of 56
MIDDLE ROAD @ EL CAMINO REAL MIDDLE ROAD @ EL CAMINO REAL ENLARGEMENT L LIGHT STANDARD (EX.) FIRE HYDRANT WATER METER COVER EG EXISTING GRADE ENLARGEMENT L NOTES: PROTECT-IN-PLACE EXISTING TRAFFIC SIGNAL LIGHT. REMOVE & SALVAGE EXISTING PEDESTRIAN PUSH BUTTON. INSTALL 42" ABOVE ADJACENT FINISHED GRADE. R&R TRAFFIC SIGNAL BOX. RESET FLUSH TO SIDEWALK SURFACE. ADJUST UTILITY COVER TO FINISHED GRADE. PROTECT IN PLACE EXISTING FIRE HYDRANT. NOT USED. RELOCATE TRAFFIC SIGNAL BOX OUTSIDE OF CURB RAMP WING. ADJUST TRAFFIC SIGNAL BOX TO FINISHED GRADE. CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". RECONSTRUCT TOP OF CATCH BASIN PER CITY OF BELMONT STANDARD DETAIL SD-300. CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. CONTRACTOR TO COORDINATE W/ CALTRANS FOR PERMIT & INSPECTION WITHIN CALTRANS RIGHT-OF-WAY. 1 PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND FL FLOW LINE TP TOP OF PAVEMENT TC TOP OF CURB BACKFILL W/ NATIVE SOIL & REGRADE SW SIDEWALK WATER VALVE COVER (D=STORM DRAIN, S=SEWER, T=AT&T) X MANHOLE COVER ROADSIDE SIGN (EX.) INSTALL ROADSIDE SIGN RIGHT-OF-WAY LINE CB EXISTING CATCH BASIN DH LOOP DETECTOR HANDHOLE (EX.) T TELECOMMUNICATIONS TS TRAFFIC SIGNAL TG TOP OF GRATE 2 PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: R&R 6" OR MATCH EX. 34 E(E) ELECTRICAL LINE (EX.) G(E) GAS LINE (EX.) GP GP TEST COVER CP CP TEST COVER 5 SURVEY NAIL 678910 BACKFILL W/ DECOMPOSED GRANITE & REGRADE 11 HP HIGH POINT XXX.XX DESIGN ELEVATION(S) MARCH 2025 166
GV

S PP MONTE CRESTA DRIVE

SAN JUAN BOULEVARD
CB
1 3
7 4
5 2

11.1'

9.6'

3.9'

9.6'
5'

4.2'

3.9'

5.1'
8'

3.5'
2'
4'
15'

2.4'

4.8'

7.7' R=21.50' L=47.22' Δ=125°51'01" 293.16TC/FL 293.52SW 293.45SW MATCH 291.29TC 290.87FL 297.00TC 296.50FL 297.15TC 296.65FL 297.29SW MATCH 293.19TC 292.69FL 295.25TC 294.92FL 291.35TC/SW MATCH 293.74TC 293.49SW294.31TC 293.56SW 297.06TC/SW 293.23TC/FL 297.22TC 296.72FL R=13.00' 25 296.64 Mag Nail W/ Shiner 26290.44 Mag Nail W/ Shiner 27296.85 Mag Nail W/ Shiner 6'
2'
4' 18.2' MATCH MATCH

7.5'

2.9' MATCH

8.3'
12' R=8.00' L=5.15' Δ=36°55'07"
2' R=13.50'
6 Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_MONTE CRESTA DRIVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER GV GAS VALVE SURVEY NAIL ROADSIDE SIGN (EX.) MH POWER POLE PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. SW SIDEWALK TC TOP OF CURB DESIGN ELEVATION(S) FL FLOWLINE CB CATCH BASIN TP TOP OF PAVEMENT GUY ANCHOR PP (D=STORM DRAIN, S=SEWER, T=AT&T) X
X FENCE & GATE MANHOLE COVER XXX.XX CONSTRUCTION NOTES: CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET ON INCLINE". CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. PROTECT IN PLACE EXISTING CATCH BASIN. PROTECT IN PLACE EXISTING POWER POLE. PROTECT IN PLACE EXISTING GUY ANCHOR. PROTECT IN PLACE EXISTING SIGN & POST. ADJUST UTILITY COVER TO FINISHED GRADE. 1 2
3 4
56 ENLARGEMENT M BM, JE 240133 1"=5' 41 of 56
MONTE CRESTA DRIVE @ SAN JUAN BOULEVARD MONTE CRESTA DRIVE @ SAN JUAN BOULEVARD ENLARGEMENT M TG TOP OF GRATE MARCH 2025 7 167
RALSTON AVENUE CB CB PULLMAN AVENUE D IRR S 5' 10.6'

4.5' 9.2' 4' 4' 2.3' 1.7' 15.4' 225.07TC 224.57FL MATCH 223.74TC 223.24SW 223.79TC 223.29SW 224.03TC 223.36SW 225.67TC/SW MATCH MATCH 223.81TC 223.31SW 220.74TC/FL 221.34TC 220.84SW 221.04TC 220.79SW 220.65TC/SW MATCH MATCH MATCH MATCH TC 221.10FL MATCH TC 221.32FL 220.60TC 220.18FL MATCH 220.74TC 220.61FL 7 3 2 5 5.7' 221.29TC 220.79SW/FL 221.37TC 220.87FL C1C2 1 C3 C4 4 9 2' MATCH EP 225.62TC/SW MATCH SW MATCH SW 227.09SW 226.48SW 226.48TC/SW 224.81TC 224.45SW 225.04TC 224.40SW MATCH MATCH 2' 2' 5' 3.5' 5' 12.1' 11.4' 3' 2' 8.1' 227.25SW/EP C5 7.5' 11.4' 14.5' 223.55TC 223.05SW/FL 10' 2' 5.1' 223.48TC 222.98SW/FL 10 11 R = 50.0' R = 19.0' 8 221.50TC 221.00FL/HP 5' 33.2' 18.8' MATCH 20 6 222.56 Mag Nail W/ Shiner 21226.74 Mag Nail W/ Shiner Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_PULLMAN AVENUE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER WATER VALVE ROADSIDE SIGN (EX.) MH PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. LIGHT STANDARD (EX.) (D=STORM DRAIN, S=SEWER, T=AT&T) MANHOLE COVER IRR IRRIGATION CONTROL VALVE COVER CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 8.60' 40.00' 12°18'51" C2 18.22' 11.00' 94°54'00" C3 2.86' 6.00' 27°18'57" C4 1.14' 485.13' 00°08'04" C5 2.92' 3.75' 44°41'11" CONSTRUCTION NOTES: CONSTRUCT PCC APRON PER CITY OF BELMONT STANDARD DETAIL SD-303, "TYPE GO INLET AT SAG". PROTECT IN PLACE EXISTING CATCH BASIN. ADJUST WATER VALVE TO FINISHED GRADE. ADJUST ELECTRICAL BOX TO FINISHED GRADE. PROTECT IN PLACE EXISTING LIGHT POLE BASE & FOOTING. CONSTRUCT PCC RETAINING CURB W/ TOP OF CURB TO MATCH TOP OF CONCRETE FOOTING. CONSTRUCT DRIVEWAY TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-103, "TYPE A CURB TRANSITION". SAWCUT & REMOVE PCC SIDEWALK, BACKFILL & REGRADE W/ CLEAN TOPSOIL. GRADE TO 1" BELOW TOP OF ADJACENT CONCRETE SURFACE & LIGHTLY TAMP BACKFILL TO PREVENT FUTURE SETTLEMENT. SAWCUT & REMOVE PCC SIDEWALK, BACKFILL & REGRADE W/ DECOMPOSED GRANITE. GRADE TO 1" BELOW TOP OF ADJACENT CONCRETE SURFACE & LIGHTLY TAMP BACKFILL TO PREVENT FUTURE SETTLEMENT. PRUNE & REMOVE TREE ROOTS. INSTALL ~20 LF OF ROOT BARRIER PER CITY OF BELMONT STANDARD DETAIL ST-502, "TREE ROOT BARRIER" . TRIM & REMOVE EXISTING PLANT MATERIAL @ BACK OF SIDEWALK. REMOVE EX. CONDUIT. 123456 ENLARGEMENT N BM, JE 240133 1"=5' 42 of 56
PULLMAN AVENUE @ RALSTON AVENUE PULLMAN AVENUE @ RALSTON AVENUE ENLARGEMENT N 7891011 BACKFILL W/ DECOMPOSED GRANITE & REGRADE SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE CB CATCH BASIN XXX.XX DESIGN ELEVATION(S) EP EDGE OF PAVEMENT TP TOP OF PAVEMENT TG TOP OF GRATE MARCH 2025 ROOT BARRIER 168

RALSTON FRONTAGE

ROAD HILLER STREET
S 4.5' 7'
8' 4' 5' 6' 6.4' 3' 4' 19.31TC/FL 19.22TC/FL 19.31EP 19.45TC 19.12FL 19.31TC 18.98FL MATCH 19.51SWMATCH 19.55SW 19.50SW 19.51TC/SW 19.33TC 19.00FL 19.37TC 19.04FL 19.61TC 19.28SW 19.79TC 19.89TC/SW 19.37SW MATCH MATCH MATCH 19.83TC 19.41FL 19.57TC/SW 19.53TC 19.08FL 2'
2' 3.8'

4.5' 2'

2.5' 18.82TC/FL/HP 18.73TC/FL MATCH MATCH MATCH MATCH 19.12TC 18.79FL 19.18TC/SW 19.09TC/SW 19.03TC 18.61FL 19.21TC 18.79SW 19.21TC 18.88SW 19.09TC 19.14SW 18.76FL 4' 5.6' 4' 6.3' 4' 9.6'

4.5' 3.8'

2.5'
2'
2' 20.15TC/FLMATCH 20.85TC/SW 20.93SW 20.77TC 20.19FL MATCH 20.93TC 20.60SW 20.80TC 20.55SW 20.54SW20.62SW 20.49SW 20.65TC/SW MATCH MATCH 5'
5'

4.2' 3.6'

4.1'

4.1' 0.9' 20.10TC/FL

5.8' 3' 7.9'

5.2' 5.3' 20.57TC 19.97SW 20.50TC 20.04FL

2.1' 2'
1 4
4 3
3 2
1 3619.66 Mag Nail W/ Shiner R/15 R/22 R/20
4'

6.2' C1 C3 L2 L1 C2 C4 C5
5 5
5 3 4.5' 4.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_RALSTON AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A
REG I STERED PROFESS I ONA L ENG I NEER FIRE HYDRANT (EX.) ROADSIDE SIGN (EX.) RELOCATED ROADSIDE SIGN ENLARGEMENT O NOTES: PROTECT IN PLACE EXISTING UTILITY VAULT. RELOCATE EXISTING UTILITY BOX OUTSIDE OF CURB RAMP & ADJUST TO FINISHED GRADE. RESET EXISTING BRICK PAVERS AS NEEDED TO BE FLUSH W/ SIDEWALK. CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. EXISTING BRICK PAVERS TO BE REMOVED & REPLACED WITH PCC IMPROVEMENTS PER PLAN. 1 RALSTON FRONTAGE ROAD @ HILLER STREET ENLARGEMENT O
2 ENLARGEMENT O BM, JE 240133 1"=5' 43 of 56
RALSTON FRONTAGE ROAD @ HILLER STREET CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. WATER VALVE LIGHT STANDARD (EX.) SANITARY SEWER MANHOLE S SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX DESIGN ELEVATION(S) EP EDGE OF PAVEMENT HP HIGH POINT EXISTING BRICK PAVERS TP TOP OF PAVEMENT SL STREET LIGHT ELEC ELECTRICAL 3 4 CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 13.28' 8.50' 89°29'58" C2 2.10' 4.50' 26°43'53" C3 3.49' 4.50' 44°29'50" C4 15.16' 9.50' 91°25'55" C5 13.39' 8.50' 90°15'49" LINE TABLE LINE # DISTANCE BEARING L1 1.28' N02° 23' 56"W L2 1.45' N02° 23' 56"W 5 REMOVE, REGRADE, REPLACE 3" HMA MARCH 2025 RESET BRICK PAVERS 169

6.2' 6' 5' 5' 4.2'

5.9' 6' 4.8'

5.6' 17.02TC 16.52SW/FL MATCH 17.37SW 17.08TC 16.58SW 17.13TC 16.63SW 17.02TC/SW 17.11SW MATCH MATCH MATCH MATCH 16.57TC/FL 16.96TC 16.63FL 17.05TC 16.72FL MATCH 2' 2'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_RALSTON AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT
JASON KABAL I N C91604 Exp. 12-31-26 C IV I L
STATE

OF CA L I FORN I A

REG I STERED PROFESS I ONA L ENG I NEER

RALSTON FRONTAGE ROAD
ENLARGEMENT P BM, JE 240133 1"=5' 44 of 56
RALSTON FRONTAGE ROAD @ IRWIN STREET SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) WATER VALVE RALSTON FRONTAGE ROAD @ IRWIN STREET ENLARGEMENT P EP EDGE OF PAVEMENT MARCH 2025 170
RALSTON FRONTAGE ROAD IRWIN STREET PP 6.9' 7.5' 5'
4' 5.3' 4'
4' R = 7.50' L = 11.65' Δ = 88°59'13" 2' 2 1 5.5' 8.1' 3.8' 4' 4' 6.3'

4.5' 2' 2' 2' 2

2.5'

2.5' 1316.13 Mag Nail W/ Shiner

3.6' 3.7' R/14 16.24TC/FL 16.16SW 16.61TC 16.28SW16.53TC 16.20SW 16.16TC/FL MATCH MATCH MATCH MATCH 16.79TC 16.29FL 16.84TC/SW 16.46TC 16.50TC/SW 16.13FL 16.47TC/SW 16.43TC 16.10FL 16.15TC 15.65FL 16.13TC 15.80FL 15.74TC/FL 15.83TC/FL/HP MATCH MATCH 16.11TC 15.78FL MATCH MATCH 16.20TC/SW 16.18TC/SW 16.21TC 15.88SW 16.12TC 15.79SW 4.5' 4.5' Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_RALSTON AVE RAMPS.DWG Plot Date: 3/26/2025 12:47 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER FIRE HYDRANT (EX.) POWER POLE PP SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ROADSIDE SIGN (EX.) WATER VALVE RELOCATED ROADSIDE SIGN ENLARGEMENT Q NOTES: ADJUST UTILITY COVER TO FINISHED GRADE. CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. 1 RALSTON FRONTAGE ROAD @ IRWIN STREET ENLARGEMENT Q 2 ENLARGEMENT Q BM, JE 240133 1"=5' 45 of 56
RALSTON FRONTAGE ROAD @ IRWIN STREET CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) MARCH 2025 171
JUDSON STREET S PP JUDSON STREET 5.9'
4' 17.9' 4' 9.4' 7.5' 2'

4.5' 2'
4' 14.8' 5.5' 6' 6' 6.2' 4.5' 2' 2' 1 1 1 1 912.91 Mag Nail W/ Shiner 1013.48 Mag Nail W/ Shiner

2.5' 2.5' 4.5' 3.8' 3.8' R/12 13.51TC/FL 13.89TC 13.56SW 13.81TC 13.48FL 13.86TC/SW MATCH MATCH 13.60TC/FL 13.98TC 13.65SW 13.72SW 13.67TC 13.34FL 14.16TC 13.66FL MATCH MATCH 14.21TC/SW 13.21TC/FL 13.12TC/FL 13.50TC 13.17SW 13.60TC 13.27FL/HP MATCH MATCH 13.48TC 12.98FL 13.53TC/SW 13.65TC/SW MATCH MATCH 13.56SW 13.52TC 13.19FL 13.59TC 13.26SW

RALSTON FRONTAGE ROAD

4.5'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_RALSTON AVE RAMPS.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER FIRE HYDRANT (EX.) POWER POLE PP ENLARGEMENT R BM, JE 240133 1"=5' 46 of 56
RALSTON FRONTAGE ROAD @ JUDSON STREET SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ENLARGEMENT R NOTES: CONSTRUCT VERTICAL TO ROLLED CURB TRANSITION PER CITY OF BELMONT STANDARD DETAIL SI-104. 1 RALSTON FRONTAGE ROAD @ JUDSON STREET ENLARGEMENT R SANITARY SEWER MANHOLE S ROADSIDE SIGN (EX.) WATER VALVE CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) MARCH 2025 172
RALSTON FRONTAGE ROAD BASKETBALL COURT 8' 9' 9' 7' 9.4'

8.5' 4' 2.8' 1 2 2 3 R/9 R/7 12.95SW 12.92TC 12.27FL MATCH MATCH 13.20TC 12.55FL MATCH MATCH 12.43TC/FL 12.34TC/FL 13.10SW 13.04SW MATCH 2' 2'
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_RALSTON AVE RAMPS.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. DESIGN ELEVATION(S) ENLARGEMENT S BM, JE 240133 1"=5' 47 of 56
RALSTON FRONTAGE ROAD @ PARK BASKETBALL COURT ENLARGEMENT S NOTES: INSTALL TRAFFIC RATED DETECTABLE WARNING SURFACE. SAWCUT & REMOVE PCC SIDEWALK, BACKFILL & REGRADE W/ CLEAN TOPSOIL. GRADE TO 1" BELOW TOP OF ADJACENT CONCRETE SURFACE & LIGHTLY TAMP BACKFILL TO PREVENT FUTURE SETTLEMENT. CONCRETE SECTION PER CITY OF BELMONT STANDARD DETAIL SI-107 "DRIVEWAY APPROACH SECTIONS". 12 RALSTON FRONTAGE ROAD @ PARK BASKETBALL COURT ENLARGEMENT S 3 CURB PAINT X/YY CURB PAINT COLOR "X" (B=BLUE, R=RED, Y=YELLOW) / CURB PAINT LENGTH "YY" (LF) INSTALL PCC DRIVEWAY SECTION MARCH 2025 173
E E E E E E E ANODE 2' 5.5' 4'
4' 0.9'
6' 6.6' 2' 5' 9.5' 5' 5' 6.1' 5' 4'4.6' 10.10TC/FL 10.64TC 10.14FL MATCH 10.05TC/FL 10.51SW 10.46SW 11.10TC 10.52SW 11.15TC 10.57SW MATCH 10.41TC 9.95FL 10.69TC 10.19FL 10.33TC 10.21FL 10.77SW 10.70SW 10.83SW 10.39TC 11.01SW 10.27FL 10.75TC 10.25FL MATCH MATCH MATCH 10.48TC MATCH 10.36FL/HP 10.96SW 11.03SW11.08TC/SW MATCH MATCH 1 1 2 3 MATCH MATCH MATCHMATCH 11.07SW 4' 11.03SW 2' 10.78SW 4' ENLARGEMENT U (SEE SHEET 49)
R/W
R/W

R/W R/W SHOREWAY ROAD

8.7' 9.7' 2' 11.1'
HOBEE'S RESTAURANT 5.5' 0.5' 8' MATCH MATCH
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_SHOREWAY ROAD.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER PORTLAND CEMENT CONCRETE IMPROVEMENTS INSTALL DETECTABLE WARNING SURFACE LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. WATER VALVE LIGHT STANDARD (EX.) SANITARY SEWER MANHOLE SANODE ANODE COVER ENLARGEMENT T BM, JE 240133 1"=5' 48 of 56
CROSSWALK @ 1101 SHOREWAY ROAD ENLARGEMENT T NOTES: PROTECT IN PLACE EXISTING UTILITY. ADJUST UTILITY COVER TO FINISHED GRADE. SALVAGE EXISTING POLE, SIGN, PEDESTRIAN PUSH BUTTON & RECTANGULAR REFLECTIVE FLASHING BEACON; REMOVE EXISTING FOOTING & BACKFILL W/CLASS II AB. CONSTRUCT NEW REINFORCED CAST-IN-DRILLED-HOLE PILE FOUNDATION AT LOCATION SHOWN PER DRAWING ES-7N & ANCHOR EXISTING POLE PER DRAWINGS ES-7B & ES-7M OF THE STANDARD SPECIFICATIONS. PUSH BUTTON TO BE LOCATED ADJACENT TO CLEAR SPACE/PEDESTRIAN PATH OF TRAVEL. 123 CROSSWALK @ 1101 SHOREWAY ROAD ENLARGEMENT T SURVEY NAIL SW SIDEWALK TC TOP OF CURB FL FLOWLINE XXX.XX DESIGN ELEVATION(S) EP EDGE OF PAVEMENT HP HIGH POINT REMOVE & REPLACE PCC DRIVEWAY TP TOP OF PAVEMENT SL STREET LIGHT ELEC ELECTRICAL APPROXIMATE RIGHT-OF-WAY LINE R/W MARCH 2025 174

10.53TC 10.03FL 10.31TC 9.81FL 10.25TC 9.75FL 10.19TC 9.69FL 10.13TC 9.63FL 10.07TC 9.57FL 10.01TC 9.51FL 9.95TC 9.45FL 9.89TC 9.39FL 9.83TC 9.33FL 9.77TC 9.27FL 9.71TC 9.21FL 9.65TC 9.15FL MATCH 10.75TC 10.25FL CB T 10' (TYP.) 10' (TYP.) 10.8' 5' 4.7' MATCH MATCH 4' 3 1 2 ENLARGEMENT T (SEE SHEET 48) 4
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\CURB RAMPS\240133_SHOREWAY ROAD.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER ENLARGEMENT U BM, JE 240133 1"=5' 49 of 56
SHOREWAY ROAD @ 1101 SHOREWAY ROAD SHOREWAY ROAD @ 1101 SHOREWAY ROAD ENLARGEMENT U PORTLAND CEMENT CONCRETE IMPROVEMENTS LEGEND BACKFILL W/ NATIVE SOIL & REGRADE PAVEMENT THICKNESS, WHICHEVER IS GREATER HMA CONFORM: REMOVE & REPLACE 6" OR MATCH EX. TELECOMMUNICATIONS MANHOLE TTC TOP OF CURB FL FLOWLINE XXX.XX DESIGN ELEVATION(S) ENLARGEMENT U NOTES: PROTECT IN PLACE EXISTING CATCH BASIN. PROTECT IN PLACE EXISTING UTILITY. CONSTRUCT TYPE GO INLET AT SAG PER CITY OF BELMONT STANDARD DETAIL SD-303. PRUNE & REMOVE TREE ROOTS @ PROPOSED CURB & GUTTER. 123 MARCH 2025 4 175
375
380
372
373
374376 377 378 379
375 380 373 374 376
377 378 379 381 382 APPROXIMATE LIMIT OF WORK A52 CO TC 375.85 FG 375.35 TC 379.62 FG 379.12 TC 380.98 FG 380.48 TC 375.85 FG 375.35 TC 379.62 FG 379.12 TC 380.98 FG 380.48 TW 376.46 BS 378.04 BS 378.79 BS 379.46 BS 377.29 BS 375.02 BS 375.79 BS 376.54 MATCH EG 374.67 MATCH EG 376.32 MATCH EG 377.91 MATCH EG 378.82 MATCH EG 379.66 MATCH EG 380.16MATCH EG 380.49 MATCH EG 380.96 CURB, GUTTER, AND AC BY OTHERS CURB, GUTTER, AND AC BY OTHERS SDCO RIM 380.13 INV OUT 4" 377.46 12" OVERFLOW INLET RIM 375.52 INV IN 4" 373.02 INV OUT 6" 373.02 JUNCTION BOX RIM 373.35 INV IN 6" 372.35 INV OUT (3) 4" 372.35 6" SDR 35 PIPE, 30LF S=0.022 3"X5" CIP PIPE, 6.5LF S=0.01 MATCH EG 372.36 MATCH EG 371.33 MATCH EG 371.66 MATCH EG 371.81 4" SDR 35 PERF PIPE, 57LF S=0.005 INV OUT 3"x5" CIP PIPE 372.29 EXISTING SANITARY SEWER, CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION IN FIELD CAUTION!! EXISTING GAS, CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION IN FIELD TW 377.21 TW 377.96 TW 378.71 TW 379.46 TW 380.13 FL 375.49 MFL 379.84 APPROXIMATE LIMIT OF WORK CO 1 1 1 1 1 1 2 2 34 56 7 9 810 11 11 11 11 11 11 11 12, TYP 12, TYP 12, TYP 12, TYP 13 7.0, TYP8.0, TYP 1.0, TYP2.0 EX SIGN TO BE RELOCATED BY OTHERS 14 14 14 14 14 14 14 3.5, TYP 5.0 15 15 15 60.0 2 2 2 2 2 13.5 ABBREVIATIONS AC ASPHALT CONCRETE BS TOP OF BIORETENTION SOIL EG EXISTING GRADE FG FUTURE GRADE FL FLOWLINE INV INVERT LF LINEAR FEET RIM RIM ELEVATION S SLOPE TC TOP OF CURB TW TOP OF CHECK DAM TYP TYPICAL KEYNOTES 1 CHECK DAMS, SEE DETAIL 1, SHEET 51 2 BIORETENTION PLANTER, SEE DETAIL 2, SHEET 51 3 INFLOW CURB CUT, SEE DETAIL 3, SHEET 51 4 INFLOW TRENCH DRAIN, SEE DETAIL 3, SHEET 51 5 OUTFLOW CURB CUT, SEE DETAIL 4, SHEET 51 6 OUTFLOW TRENCH DRAIN, SEE DETAIL 4, SHEET 51 7 CLEANOUT, SEE DETAIL 7, SHEET 52 8 CONSTRUCT JUNCTION BOX (CHRISTY FIBERLYTE FL9 BOX 10"x17", OR APPROVED EQUAL) ON CONCRETE SLAB 20"x16"x6". FILL BOX WITH CONCRETE AS NECESSARY TO PIPE INVERT ELEVATION. 9 OVERFLOW INLET, SEE DETAIL 9, SHEET 52 10 CURB THROUGH DRAIN, SEE CITY OF BELMONT STANDARD DETAIL SI-101 11 6" DRAIN NOTCH, SEE DETAIL 2, SHEET 51 12 STREAMBED COBBLESTONE, 2" TO 4" APPROXIMATE SIZE, SEE DETAIL 1, SHEET 51 13 UNDERDRAIN, SEE DETAIL 13, SHEET 52 14 LATERAL BRACING, SEE DETAIL 14, SHEET 52 15 CONTRACTOR TO PROVIDE TREE PROTECTION FOR EX TREE, SEE CITY OF BELMONT STANDARD DETAIL ST-503 1 GRADING & UTILITY PLAN SCALE: 1' = 5" Path: J:\PENG\05-BELMONTPAVING\DRAWINGS\C-BELMONT_PAVING.DWG Plot Date: 3/26/2025 2:42 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY: VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT Schaaf Wheeler CONSULTING CIVIL ENGINEERS 870 MARKET STREET, SUITE #1278 SAN FRANCISCO, CA 94102 (415) 433-4848 PENG.05 FOREST AVENUE @ ALAMEDA DE LAS PULGAS MARCH 2025 SITE PLAN SCALE: 1' = 5" BIORETENTION AREA GRADING, UTILITY, AND SITE PLAN JDG AS SHOWN 50 of 56 GRAPHIC SCALE (IN FEET) 5 0 5 10 1" = 5' 2.5 GRAPHIC SCALE (IN FEET) 5 0 5 10 1" = 5' 2.5 SUMMARY OF APPROXIMATE QUANTITIES DESCRIPTION UNIT QUANTITY EXCAVATION CY 60 EMBANKMENT CY 5 CONCRETE PLANTER WALL (< 4.0' HEIGHT) LF 134 CONCRETE CHECK DAM EA 6 LATERAL BRACING EA 7 INLET TRENCH DRAIN & CURB CUT EA 1 OUTLET TRENCH DRAIN & CURB CUT EA 1 OVERFLOW STRUCTURE (BARREL TYPE) EA 1 UNDERDRAIN SYSTEM (INCLUDING CLEANOUT) LF 57 6" SDR 35 PIPE LF 30 JUNCTION BOX EA 1 CURB THROUGH DRAIN LF 6.5 ASTM NO. 7 RESERVOIR COURSE CY 11 ASTM NO. 9 CHOKING COURSE CY 4 BIORETENTION SOIL MEDIA CY 22 AGED MULCH CY 2 STREAMBED COBBLES (2" TO 4") SF 50 176
6" R 0.75" PER SFPW STANDARDS (TYP) 1" 6" (TYP) EXPOSED WALL PER SFPW STANDARDS 12" DRAINAGE NOTCH (TYP) SLOPE TO PLANTER KEY OR EXPANSION JOINT PER SFPW APPROVAL (TYP), DESIGNER TO SPECIFY EDGE CONNECTION 6" BIORETENTION PLANTER TYPICAL SECTION 2 SLOTTED UNDERDRAIN FRONT VIEW TYPICAL DRAINAGE NOTCH DETAIL 6" SIDE VIEW 4" FREEBOARD 18" BIORETENTION SOIL MEDIA 2" MULCH 10"-19", SEE GRADING PLANTER WALL WITH LATERAL BRACING CONSTRUCTION NOTES: 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW PLANTER DURING CONSTRUCTION. 2. SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES (MIN) IMMEDIATELY PRIOR TO PLACEMENT OF AGGREGATE STORAGE AND BIORETENTION SOIL MATERIAL. 3. MAXIMUM DROP FROM TOP OF CURB/WALL TO TOP OF BIORETENTION SOIL SHALL INCLUDE CONSIDERATIONS FOR BIORETENTION SOIL SETTLEMENT. 30" DROP REQUIRES GUARD RAIL. 4. SLOPE TOP OF PLANTER WALL TO MATCH LONGITUDINAL SLOPE OF ADJACENT SURFACE. 5. MAXIMUM DROP FROM TOP OF WALKING SURFACE TO TOP OF MULCH SHALL INCLUDE CONSIDERATIONS FOR SOIL SETTLEMENT. 6" FUTURE SIDEWALK FUTURE COURTESY ZONE 6" 2' 3"-4" ASTM NO.9 (WASHED) CHOKING COURSE ASTM NO.7 (WASHED) RESERVOIR COURSE ISOMETRIC ROADWAY GRATE CURB COURTESY ZONE GRATE CURB AND GUTTER BIORETENTION BASIN OR PLANTER PLAN B 18" WIDE CAST IRON TRENCH GRATE, SEE NOTE 3 #3 @ 12" O.C. (HOR) (5) MIN
18" (TYP), SEE NOTE 7 6" (MIN) CONCRETE CHANNEL SECTION B ANCHOR A A FRAME VARIES PER MANUFACTURER'S RECOMMENDATIONS OUTLET TO PLANTER A A INFLOW #3 @ 12" O.C. MIN (3) #3 #5 REBAR (MIN) 6" (MIN) 6" (MIN) SPLASH APRON, NOT INTEGRAL TO CURB FLUSH EDGES (TYP) ROADWAY SLOPE, SEE NOTE 2SECTION A 1" (MIN) 1" (MIN) RAISED PLANTER WALL BRIDGING OVER CHANNEL OPENING SPLASH APRON MATCH ADJACENT SIDEWALK SLOPE EXTEND TRENCH GRATE TO FACE OF RAISED PLANTER WALL BIORETENTION SOILS SLOPE 2" GUTTER DEPRESSION INFLOW STREAMBED COBBLES FOR ENERGY DISSIPATION SLOPE TO DRAIN A- B- 4" (MIN) #5 REBAR (MIN) CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR TRENCH DRAIN ASSEMBLY SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. SLOPE TO PROVIDE AT LEAST 1 INCH DROP OVER LENGTH OF CHANNEL OR A MINIMUM OF 2 PERCENT, WHICHEVER IS LARGER. 3. ALL TRENCH GRATES SHALL BE REMOVABLE, RATED PER THE ANTICIPATED LOADING, AND BOLTED IN PLACE OR OUTFITTED WITH APPROVED TAMPER-RESISTANT LOCKING MECHANISM, FLUSH OR RECESSED IN GRATE. 4. BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPOXY AND DOWEL CONNECTION. 5. HORIZONTAL CONTROL JOINTS SHALL BE PROVIDED EVERY 10 LINEAR FEET, OR PER MANUFACTURER'S RECOMMENDATIONS. 6. APPLY EPOXY BONDING AGENT AT ALL TRENCH DRAIN CONSTRUCTION COLD JOINTS. 7. INLET CURB CUT AND CONCRETE CHANNEL WIDTH SHALL BE 18" (MIN) ON GUTTER SLOPES ≥ 5%. 8. TRENCH GRATES MUST COMPLY WITH AASHTO H-20 LOADING REQUIREMENTS. FL = 379.70' (DOWNSLOPE) MFL = 379.84' - 2" MFL = 379.84' - 2" 12" MIN INLET TRENCH DRAIN AND CURB CUT 3 ISOMETRIC ROADWAY FRAME AND GRATE CURB COURTESY ZONE FRAME AND GRATE BIORETENTION BASIN OR PLANTER B 12"-18" (TYP) WIDE CAST IRON TRENCH GRATE, SEE NOTE 4 #3 @ 12" O.C. (HOR) (5) MIN 6" (MIN) CONCRETE CHANNEL SECTION B ANCHOR A A FRAME VARIES PER MANUFACTURER'S RECOMMENDATIONS INLET FROM PLANTER A CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR TRENCH DRAIN ASSEMBLY SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. MATCH GUTTER SLOPE UP AND DOWNSLOPE (UNLESS MODIFYING GUTTER SLOPE INLET DETAIL). 3. SLOPE TO PROVIDE AT LEAST 1 INCH DROP OVER LENGTH OF CHANNEL OR A MINIMUM OF 2 PERCENT, WHICHEVER IS LARGER. 4. ALL TRENCH GRATES SHALL BE REMOVABLE, RATED PER THE ANTICIPATED LOADING, AND BOLTED IN PLACE OR OUTFITTED WITH APPROVED TAMPER-RESISTANT LOCKING MECHANISM, FLUSH OR RECESSED IN GRATE. 5. HORIZONTAL CONTROL JOINTS SHALL BE PROVIDED EVERY 10 LINEAR FEET, OR PER MANUFACTURER'S RECOMMENDATIONS. 6. BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPOXY AND DOWEL CONNECTION. 7. APPLY EPOXY BONDING AGENT AT ALL TRENCH DRAIN CONSTRUCTION COLD JOINTS. 8. INLET CURB CUT AND CONCRETE CHANNEL WIDTH SHALL BE 18" (MIN) ON GUTTER SLOPES ≥ 5%. 9. TRENCH GRATES MUST COMPLY WITH AASHTO H-20 LOADING REQUIREMENTS. A #3 @ 12" O.C. MIN (3) #3 OUTFLOW CURB AND GUTTER #5 REBAR (MIN) 18", SEE NOTE 8 6" (MIN) 6" (MIN) SEE NOTE 4 PLAN ROADWAY SLOPE, SEE NOTE 3 SECTION A 1" (MIN) RAISED PLANTER WALL BRIDGING OVER CHANNEL OPENING MATCH ADJACENT PAVEMENT SLOPE CONCRETE CHANNEL EXTEND TRENCH GRATE TO FACE OF RAISED PLANTER WALL SLOPE SEE NOTE 1 OUTFLOW BIORETENTION SOILS STREAMBED COBBLES OR EQUIVALENT FOR SEDIMENT CONTROL DESIGN PONDING ELEVATION EQUAL TO GUTTER FLOW LINE ELEVATION AT OUTLET PREPARED AND COMPACTED SOIL A- B- #5 REBAR (MIN) FL = 375.49' OUTLET TRENCH DRAIN AND CURB CUT 4 2" (MIN) FREEBOARD 6" (MIN) CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR CHECK DAM ASSEMBLY SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. UNDERDRAIN TO PASS THROUGH CHECK DAM IN NON-PERFORATED. 3. PIPE FITTINGS SHALL BE USED TO ACCOMMODATE CHANGES IN GRADE, AS NEEDED. 4. CONCRETE CHECK DAM SHALL BE CONTINUOUS (NO JOINTS) AND REINFORCED WITH #4 BAR, PLACED AT 18 INCHES ON CENTER, EACH WAY. 5. CONCRETE CHECK DAM SHALL MEET STRUCTURAL REQUIREMENTS FOR LATERAL BRACING WHEN USED AS LATERAL BRACING. COORDINATE WITH ENGINEER. 6. TOP OF CHECK DAM TO BE LEVEL WITH CREST ELEVATION MATCHING PONDING ELEVATION UNLESS NOTCH SIZED TO CONVEY DESIGN FLOWS PROVIDED. 7. CONCRETE CHECK DAM TO EXTEND 3" MIN BEYOND SIDE AND BOTTOM EDGES OF AGGREGATE PER ENGINEER GUIDANCE. TOP OF CHECK DAM, SEE NOTE 6 TOP OF FUTURE SIDEWALK TOP OF RAISED PLANTER WALL CONCRETE CHECK DAM, SEE NOTES 4 & 5 SLOTTED UNDERDRAIN PROFILE - CONCRETE CHECK DAM 1 SECTION - CONCRETE CHECK DAM 1 UNDERDRAIN PIPE FITTINGS SEE NOTE 2 & 3 3" (MIN) KEY 12" (MIN) WATER STOP, BOTH SIDES (TYP) 10' (MAX) 3" (MIN) KEY STREAMBED COBBLES FOR ENERGY DISSIPATION (TYP) PONDING ELEVATION LOW FLOW NOTCH,1" DEPTH, 12" WIDTH, 45-DEG TAPER WALL PENETRATION DRAINAGE NOTCH (TYP) SLOTTED UNDERDRAIN CONCRETE CHECK DAM, SEE NOTES 4 & 5 (2) #4 W/ 90° HOOK @ ENDS PLANTER WALL REINFORCING (TYP) CONCRETE WALL NON-SHRINK GROUT OR CAST-IN-PLACE CONCRETE SMOOTH WALLED PIPE TYPICAL SOIL TIGHT WALL PENETRATION 1 Path: J:\PENG\05-BELMONTPAVING\DRAWINGS\C-BELMONT_PAVING.DWG Plot Date: 3/26/2025 2:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY: VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT Schaaf Wheeler CONSULTING CIVIL ENGINEERS 870 MARKET STREET, SUITE #1278 SAN FRANCISCO, CA 94102 (415) 433-4848 PENG.05 FOREST AVENUE @ ALAMEDA DE LAS PULGAS MARCH 2025
BIORETENTION AREA DETAILS JDG ##### 51 of 56
177
CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR EDGE TREATMENTS SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. ALL PLANTER WALLS SHALL EXTEND TO BOTTOM OF BIORETENTION SOIL OR DEEPER. 3. CONTRACTOR TO PROVIDE 3 INCH MINIMUM COVER OVER ALL LATERAL BRACING FOR PLANT ESTABLISHMENT. 4. ALL CONSTRUCTION COLD JOINTS SHALL INCORPORATE EPOXY, DOWEL/TIE BAR, KEYWAY, OR WATER STOP. PLANTER WALL WITH LATERAL BRACING 14 3" (MIN) COVER, SEE NOTE 3 LATERAL BRACING EXTENDED WALL CONCRETE PLANTER WALL SEE SITE PLAN 6" #4 @ 12" O.C. (HOR), (3) MIN #4 @ 12" O.C. (VERT) @ ℄ LATERAL BRACING 14 SLOTTED UNDERDRAIN WHERE REQUIRED TOP OF RAISED PLANTER WALL DESIGN PONDING ELEVATION 6" DIA HDPE SDR 17 PIPE WITH CONCRETE CORE OR EQUAL, SEE NOTES 2, 3, & 4 CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR LATERAL BRACING STRUCTURES SHALL CONFORM TO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. LATERAL BRACING SHALL BE PROVIDED EVERY 6 FEET (MAX) FOR WALLS UP TO 4 FEET IN HEIGHT. 3. OTHER MATERIALS MAY BE USED IN LIEU OF HDPE PROVIDED MATERIAL IS NON CORROSIVE, NON-LEACHING, AND SCHEDULE 40. 4. PROVIDE 3 INCH CONTINUOUS SLOT ACROSS TOP OF PIPE TO PLACE REINFORCEMENT AND ENSURE STRUT IS FREE OF VOIDS. -A SLOTTED UNDERDRAIN 3" (MIN) 4" (MIN) 6" DIA HDPE SDR 17 PIPE WITH CONCRETE CORE OR EQUAL, SEE NOTES 2, 3, & 4 (1) #4, CENTERED SECTION A (1) #4, CENTERED W/ 90° HOOKS @ ENDS 6" SEE SITE PLAN 4' MAX 6"-12" PLANTER WALL REINFORCING (TYP) BOTTOM OF PLANTER WALL OVERFLOW STRUCTURE (BARREL TYPE) 9 BEEHIVE GRATE OVERFLOW STRUCTURE, SEE NOTE 6 SLOTTED UNDERDRAIN PIPE RIM EL = 375.02 WALL PENETRATION STORM DRAIN PIPE WITH DIRECT DISCHARGE TO DOWNSTREAM JUNCTION BOX CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR OVERFLOW STRUCTURES SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. SIZE OF ATRIUM GRATE SHALL MATCH SIZE OF RISER SPECIFIED IN PLANS, SHALL BE REMOVABLE TO PROVIDE MAINTENANCE ACCESS, AND SHALL BE BOLTED IN PLACE OR OUTFITTED WITH APPROVED TAMPER-RESISTANT LOCKING MECHANISM. MAXIMUM GRATE OPENING SHALL BE 4 INCHES. ATRIUM GRATE SHALL BE DURABLE AND MEDIUM DUTY TRAFFIC-RELATED (MIN). CAST IRON MATERIAL REQUIRED. 3. IF INTERIOR DEPTH OF OVERFLOW STRUCTURE EXCEEDS 5 FEET, A PERMANENT BOLTED LADDER AND MINIMUM CLEAR SPACE OF 30 INCH BY 30 INCH IN SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 4. 12 INCH (MIN) CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE/10" VACTOR HOSE ACCESS. 5. MINIMUM STREAMBED COBBLE DIAMETER SHALL BE LARGER THAN MAXIMUM GRATE OPENING. 6. GROUT ALL PENETRATIONS, CRACKS, SEAMS, AND JOINTS WITH CLASS "C" MORTAR. 12" (MIN) SEE NOTE 3 6" (MIN) 6" (MIN) GRAVEL BASE ASTM NO. 57 STREAMBED COBBLES (TYP), SEE NOTE 7 DESIGN PONDING ELEVATION 2" (MIN) SLOTTED UNDERDRAIN PIPE 13 AGGREGATE STORAGE UNDERDRAIN (TYP) PIPE (TYP) 2"-6" (TYP) CONSTRUCTION NOTES: 1. SINGLE WALL AND DUAL WALL CORRUGATED PIPE (AASHTO M252 TYPES C, S, AND D) ARE NOT ALLOWED. 2. ALL PERFORATIONS SHALL BE SLOTTED TYPE, MEASURING 0.064 INCH WIDE (MAX), SPACED AT 0.30 INCH ON CENTER, AND PFOVIDING A MINIMUM INLET AREA OF 10.0 SQUARE INCH PER LINEAR FOOT OF PIPE. OTHER SLOT CONFIGURATIONS PROVIDING A MINIMUM INLET OF 10.0 SQUARE INCHES PER LINEAR FOOT OF PIPE MAY BE SUBMITTED FOR APPROVAL BY OWNER'S REPRESENTATIVE. 3. SLOTS SHALL BE ORIENTED PERPENDICULAR TO LONG AXIS OF PIPE, AND EVENLY SPACED AROUND CIRCUMFERENCE ANS LENGTH OF PIPE. 4. SLOTTED UNDERDRAIN, CLEANOUT PIPE, AND FITTINGS SHALL BE OF SAME SIZE AND MATERIAL. 5. ALL MATERIAL AND WORKMANSHIP FOR UNDERDRAINS SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 6. SET CROWN OF UNDERDRAIN PIPE BELOW BOTTOM OF CHOKING COURSE. 7. LONGITUDINAL SLOPE OF UNDERDRAIN PIPE SHALL BE 0.5% MINIMUM. 60° CENTERLINE OF SLOT LOCATION (TYP) UNDERDRAIN PLACEMENT TYPE D SOILS CHOKING COURSE 4" DIA (MIN) SLOTTED PIPE: SDR 35 OR EQUAL FOR PARCEL PROJECTS, SDR 17 OR EQUAL FOR ROW PROJECTS SLOTS (TYP), SEE NOTES 3 AND 4 60° 80° 80° INVERT 1/2" (TYP) 1" (TYP) 80° CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORKMANSHIP FOR CLEANOUTS SHALL CONFORM TO SAN FRANCISCO STANDARD SPECIFICATIONS AND APPLICABLE CODES PER SAN FRANCISCO DBI AND PUBLIC WORKS. 2. SLOTTED UNDERDRAIN, CLEANOUT PIPE, AND FITTINGS SHALL BE OF THE SAME SIZE AND MATERIALS (I.E., SDR 35 OR EQUAL FOR PARCEL PROJECTS, SDR 17 OR EQUAL FOR ROW PROJECTS). 3. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 4. ALL FITTINGS SHALL BE SOIL TIGHT. CLEANOUT 7 DESIGN PONDING ELEVATION SOIL TIGHT 45° BENDS EXTEND CLEANOUT 2" (MIN) ABOVE DESIGN PONDING ELEVATION STREAMBED COBBLES, SEE SPECIFICATIONS SOIL TIGHT COUPLER SEE NOTES 2 AND 3 SCREW-TYPE CAP REQUIRED FOR EXPOSED CLEANOUTS SLOTTED UNDERDRAIN PIPE SECTION A — EXISTING SANITARY SEWER NOT TO SCALE 372.27 = PROPOSED BOTTOM OF WALL PROPOSED CURB AND GUTTER EXISTING PAVEMENT PROPOSED CONCRETE PLANTER WALL EXISTING 6" VCP SANITARY (APPROXIMATE HORIZONTAL AND VERTICAL LOCATION) 368.7± = EXISTING TOP OF PIPE 372.27 = PROPOSED BOTTOM OF WALL 368.6± = EXISTING TOP OF PIPE EXISTING GROUND Path: J:\PENG\05-BELMONTPAVING\DRAWINGS\C-BELMONT_PAVING.DWG Plot Date: 3/26/2025 2:43 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY: VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT Schaaf Wheeler CONSULTING CIVIL ENGINEERS 870 MARKET STREET, SUITE #1278 SAN FRANCISCO, CA 94102 (415) 433-4848 PENG.05 FOREST AVENUE @ ALAMEDA DE LAS PULGAS MARCH 2025
BIORETENTION AREA DETAILS AND SECTION JDG ##### 52 of 56 178

EXISTING GAS LINE (APPROXIMATE LOCATION
EXISTING SANITARY (6" VITRIFIED CLAY PIPE)) ALAMEDA DE LAS PULGAS PROPOSED CURB & GUTTER PER PAVEMENT ENGINEERING, INC. PLANS ALAMEDA DE LAS PULGAS (OLD) EXISTING TREE TO REMAIN PROPOSED BIORETENTION INLET PROPOSED SMALL CAPE RUSH (CHONDROPETALUM TECTORUM) (TYP.) CO PROPOSED BERKELEY SEDGE (CAREX DIVULSA) (TYP.) EXISTING TREE TO REMAIN PROPOSED CONCRETE CHECK DAM (TYP.) PROPOSED EROSION PROTECTION (TYP.) PROPOSED PLANTER WALL (TYP.) PROPOSED UNDERDRAIN (TYP.) PROPOSED PLANTER OUTLET PROPOSED PLANTER OUTLET PIPE PROPOSED UNDERDRAIN CLEANOUT PROPOSED LATERAL BRACING (TYP.) PROPOSED JUNCTION BOX Path: J:\PENG\05-BELMONTPAVING\DRAWINGS\PLANTING PLAN.DWG Plot Date: 3/26/2025 2:42 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY: VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT Schaaf Wheeler CONSULTING CIVIL ENGINEERS 870 MARKET STREET, SUITE #1278 SAN FRANCISCO, CA 94102 (415) 433-4848 PENG.05 FOREST AVENUE @ ALAMEDA DE LAS PULGAS MARCH 2025 PLANTING NOTES 1. ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60 1-2004). 2. ALL PLANTS WILL BE BALLED AND BURLAPPED OR CONTAINER GROWN. BARE ROOT OR SPADED PLANTS WILL NOT BE ACCEPTED. 3. SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING BED AS SHOWN ON THE DRAWINGS. 4. ALL PLANTS WILL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO DELIVERY. 5. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO DELIVERY TO THE SITE. 6. OBTAIN OWNER'S REPRESENTATIVE APPROVAL OF FINISH GRADING PRIOR TO THE START OF PLANTING. 7. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING AWARE OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES PRIOR TO ANY EXCAVATION. LANDSCAPE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST OF UTILITY REPAIR DUE TO DAMAGE CAUSED BY HIS OPERATIONS. 8. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY OR MAY NOT HAVE BEEN KNOWN DURING DESIGN. 9. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 10. ARRANGE FOR VISIT OF OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL A MINIMUM OF 48 HOURS PRIOR TO INSTALLATION OF PLANTINGS. 11. LANDSCAPE CONTRACTOR SHALL PROVIDE PER-UNIT COSTS FOR EVERY SIZE OF PLANT MATERIALS, AND BY TYPE, AS CALLED OUT ON PLANTING PLAN. UNIT COST TO INCLUDE THE PLANT MATERIAL ITSELF AND INSTALLATION, INCLUDING ALL LABOR, AMENDMENTS, FERTILIZER, ETC AS DEFINED AND SPECIFIED FOR EACH SIZE. 12. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO DO THEIR OWN QUANTITY TAKEOFFS FOR ALL PLANT MATERIAL AND SIZES SHOWN ON PLANS. 13. COORDINATE INSTALLATION OF LARGE PLANT MATERIAL WITH INSTALLATION OF WALL FOOTING AND PAVEMENTS. ANY DAMAGE TO IMPROVEMENTS BY OTHERS IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 14. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO ADJUST THE LOCATION OF PLANT MATERIAL DURING INSTALLATION AS APPROPRIATE TO THE PROJECT. 15. MAINTENANCE STATEMENT: ALL LANDSCAPING SHOWN ON THIS PLAN SHALL BE MAINTAINED IN A NEAT AND ADEQUATE MANNER. REQUIRED MAINTENANCE ACTIVITIES SHALL INCLUDE, BUT NOT LIMITED TO, ADEQUATE IRRIGATION, REPLACEMENT OF DEAD OR DISEASED OR UNSIGHTLY LANDSCAPING , REMOVAL OF WEEDS FROM PLANTED AREAS, AND APPROPRIATE PRUNING PLANT MATERIALS. 16. TAKE ALL DIMENSIONS FROM BACK OF CURB, CENTER LINE OF TREES, AND CENTERLINE OF LIGHT POLE BASES, UNLESS OTHERWISE NOTED. 17. TAKE ALL DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE, CENTERLINE, OR BACK OF CURB. 18. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. DO NOT SCALE DRAWINGS IF THERE IS A QUESTION REGARDING DIMENSION, CONTACT OWNER'S REPRESENTATIVE FOR VERIFICATION. 19. PLANT COUNTS ARE FOR REFERENCE ONLY, CONTRACTOR TO VERIFY QUANTITIES. 20. THE CONTRACTOR SHALL PROVIDE A ONE-YEAR WARRANTY FROM THE DATE OF FINAL ACCEPTANCE FOR MATERIAL, WORKMANSHIP AND PRODUCTS RELATED TO PLANTINGS. THE CONTRACTOR IS RESPONSIBLE FOR WATERING OF ALL PLANT MATERIAL DURING THE WARRANTY PERIOD AT NO ADDITIONAL COST TO THE CITY. WATER MUST BE OF A QUALITY THAT PROMOTES PLANT GROWTH.

BIORETENTION AREA PLANTING PLAN JDG 1"=5' 53 of 56 GRAPHIC SCALE (IN FEET) 5 0 5 10 1" = 5' 2.5 PLANT SCHEDULE SYMBOL BOTANIC NAME COMMON NAME SIZE SPACING QUANTITY CAREX DIVULSA BERKELEY SEDGE 1 GALLON 18" 86 CHRONDROPETALUM TECTORUM SMALL CAPE RUSH 5 GALLON 30" 18 TEMPORARY PROTECTION OF BIORETENTION FACILITY NOTES 1. PROTECT SUBGRADE WITH A SOIL BUFFER LAYER WHICH SHALL REMAIN IN PLACE UNTIL ALL ADJACENT AND UPSTREAM CONSTRUCTION IS COMPLETE, AND ADJACENT SURFACES ARE STABILIZED AND CLEANED. REMOVE SOIL BUFFER LAYER AND EXCAVATE TO FULL SUBGRADE DEPTH UPON COMPLETION OF ADJACENT AND UPSTREAM CONSTRUCTION, AND THEN IMMEDIATELY PLACE STONE BASE, RESERVOIR LAYERS, AND BIORETENTION SOIL FILTER MIX. 2. PROTECT BIORETENTION AREA AND PLANTINGS AGAINST DAMAGE DURING THE PLANT ESTABLISHMENT PHASE. 3. MAINTAIN ALL TEMPORARY FENCES, SAND / GRAVEL BAGS, BARRIERS, SILT SCREENS, AND SIGNS AS REQUIRED FOR PROTECTION. 4. THE CONTRACTOR SHALL REHABILITATE ANY BIORETENTION BASIN SOIL THAT IS DAMAGED THROUGH SEDIMENT LOADING AND FAILS TO MEET THE MINIMUM INFILTRATION RATES LISTED IN THE BIORETENTION SOILS SPECIFICATION, OR AS DIRECTED BY THE CITY REPRESENTATIVE AT NO ADDITIONAL COST TO THE CITY. 5. DO NOT ALLOW STORMWATER TO ENTER THE BIORETENTION BASIN DURING CONSTRUCTION AND STAGING, THEREBY REDUCING IMPACTS ON THE SUBGRADE, AGGREGATE STORAGE LAYERS, AND SOIL FILTER MIX FROM HIGH SEDIMENT LOADS ASSOCIATED WITH CONSTRUCTION. 6. BLOCK ALL INLETS TO BIORETENTION FACILITIES USING SAND / GRAVEL BAGS OR EQUIVALENT, SILT SCREENS AND DIVERSION/BYPASS PIPING TO ELIMINATE INFLOW OF STORMWATER AND SEDIMENT INTO THE BIORETENTION BASIN. SAND / GRAVEL BAGS, SCREENS AND DIVERSION/BYPASS PIPING SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION AND STAGING UPSTREAM IS COMPLETE AND PLANTS ARE ESTABLISHED. 7. IF A BIORETENTION FACILITY RECEIVES RUNOFF FROM THE SITE AND THEREFORE IS CONTAMINATED WITH SEDIMENTS, REMEDIATE THE FACILITY. REMEDIATE THE FACILITY BY EXCAVATING ALL SOIL FILTER MIX AND AGGREGATE AND OVEREXCAVATING SUB-GRADE BY AT LEAST SIX INCHES (OR AS EXISTING UTILITIES ALLOW). DISPOSE OF EXCAVATED MATERIAL AND REPLACE WITH APPROVED SOIL FILTER MIX AND AGGREGATE. MACHINERY SHALL NOT BE USED WITHIN THE BASINS IN ORDER TO AVOID COMPACTION. 8. BLOCK INLETS TO OFF-LINE BIORETENTION BASINS. 9. RAPIDLY STABILIZE CUT SIDE-SLOPES AND SURROUNDING AREAS. 179
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_TITLE.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER DETAILS BM, JE 240133 NTS 54 of 56 - 1-1/2" NTS PCC SWALE W/REINFORCEMENT 7-1/2" 3/8" TOOLED EDGE RECOMPACT SUBGRADE TO 90% R.C. & REMOVE ANY LOOSE MATERIAL CONCRETE SWALE (SEE NOTES) 3' 3' (3) NO. 4 BARS, CONTINUOUS NO. 4 BARS @ 18" O.C. MAX. NOTES: 1. INSTALL CONTRACTION JOINTS @ 10' O.C. MAX. 2. SWALE SURFACE SHALL BE BROOM-FINISHED. MARCH 2025 NOTE: GALVANIZED STEEL STEP PLATE WITH (3 EA) 1/4" FLATHEAD MACHINE BOLTS COUNTERSUNK ON BOTH SIDES OF SCUPPER W/LEAD SHIELD ANCHORS OR REDHEAD INSERTS. SAWCUT & REMOVE EXISTING SIDEWALK STEEL PLATE (SEE NOTE) PCC SCUPPER W/STEEL STEP PLATE SECTION A-A PLAN VIEW 1" (TYP.) 7" (TYP.) VARIES (PER PLAN) 26" 4" STEEL PLATE (SEE NOTE) 12" INSTALL PCC SCUPPER A NTS RESET UNIT PAVER SIDEWALK ADJACENT TO SCUPPER AS NECESSARY A EX. STRUCTURE, CONCRETE OR PAVEMENT NOTE: 1. AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 6" HOT MIX ASPHALT (HMA). NTS REMOVE, REGRADE & PLACE 6" HMA REMOVE, REPLACE, & PLACE AREA REMOVE EX. PAVEMENT (& UNDERLYING MATERIAL AS NEEDED) SEE NOTE 1 SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES 6" 3" HMA BASE COURSE 3" HMA SURFACE COURSE SAWCUT EX. PAVEMENT & TACK COAT ALL VERT. EDGES HMA CONFORM 2' MIN. SEE PLANS FOR WIDTH 6" OR MATCH EXISTING; WHICHEVER IS GREATER HMA SURFACE & BASE COURSE 3" MAX. NOTE: AT SOME LOCATIONS PAVEMENT ELEVATION WILL BE LOWERED TO MEET NEW GUTTER PAN SURFACES . WHERE GRADE IS TO BE ADJUSTED, CONTRACTOR SHALL REMOVE A PORTION OF EXIST. SUBGRADE & RECOMPACT TO 95% R.C. & REPLACE 6" HOT MIX ASPHALT (HMA). REMOVE EXISTING PAVEMENT EXISTING PAVEMENT EX. C&G NEW C&G NOT USED NOT USED * * MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. * * 180
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_TITLE.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER DETAILS BM, JE 240133 NTS 55 of 56
---- MARCH 2025 24" 24" 24" ** * * MATERIAL TO BE REMOVED UNDER EX. CONCRETE FACILITIES MAY VARY IN TYPE & DEPTH. * 181
Path: Z:\SHARED\R DRIVE\ACTIVE PROJECTS\BELMONT, CITY OF\240133 - 2025 PAVING PROJECT\DRAWING\240133-01_TITLE.DWG Plot Date: 3/26/2025 12:48 PM SHEET NUMBER: PROJECT NUMBER: SCALE: DATE: DRAWN BY:

Pavement Engineering Inc.

You can ride on our reputation
Corporate Office:
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
805.781.2265 VERIFY SCALE BAR REPRESENTS 1" ON ORIGINAL

CITY OF BELMONT
2025 PAVEMENT PROJECT JASON KABAL I N C91604 Exp. 12-31-26 C IV I L STATE OF CA L I FORN I A REG I STERED PROFESS I ONA L ENG I NEER DETAILS BM, JE 240133 NTS 56 of 56
---- MARCH 2025
182
March 26, 2025 MP25-078
Daniel Mathews
Assistant Civil Engineer
Public Works Department
City of Belmont
One Twin Pines Lane, Suite 385
Belmont, CA 94002
Subject: Provide CM/QA Services for the 2025 Pavement Project Dear Daniel:

At your request, we are providing our revised proposal for construction management and engineering support, inspection and quality assurance control services for the subject project.

Our proposal includes providing complete construction engineering support, construction inspection and material testing services during construction. The scope of work can be modified to reflect any areas where the City will provide services. All work will be overseen directly by a registered engineer. Inspection personnel will depend on the exact timing of the project work.

SCOPE OF WORK
Task 1 – Construction Management and Engineering Support PEI will provide construction management and engineering support throughout the duration of the project. For this task, PEI will provide a Resident Engineer / Project Manager to provide full-time CM services throughout the construction and close-out phases. The engineer assigned to the project will work closely with the City and will provide the support as requested. Our scope of services for this task will include the following:

1. Pre-Construction Meeting. Conduct the pre-construction meeting, which will include the City, the Construction Manager, the design engineer, contractor, major subcontractors, and any other project stakeholders. Prepare agenda and minutes for the pre-construction meeting. The preconstruction meeting shall include a discussion of all items which are critical to the funding for the project.
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2. Gather, distribute and file contact information sheet containing names and contact information for local agency/consultants/contractor including a contact list of key personnel to be contacted in the event of an emergency on the project. Provide copies to fire, police and other emergency groups at the beginning of the project.

3. Project Meetings. Conduct and document weekly progress meetings and other special technical meetings. Prepare agenda describing key issues, schedule status, quality control / quality assurance, RFI’s submittals, potential change orders and other topics as needed. Prepare minutes of the weekly meetings.

4. Schedule Management. Review contractor's as-planned schedule for conformance with the specifications and for reasonableness of activity durations and sequence. Coordinate review comments by the City and the design engineer and transmit review comments to the contractor. Meet with the contractor to discuss and clarify any significant issues. Review revised and/or updated schedules as required. Review work progress as compared to the as-planned schedule and notify contractor of schedule slippage.

Analyze schedule to determine impact of the weather and change orders on the construction schedule. Review contractor's updates of the construction schedule which incorporates actual progress, weather delays, and change order impacts.

5. Maintain Project Records. Maintain project records including daily logs, weekly report of working- days (PEI will utilize Caltrans’ Weekly Statement of Working Days to track project schedule), inspection reports, compliance testing results, photos, measurement of quantities, schedules and correspondence. Project records shall be kept in an organized manner with an index that describes each file category.

6. Weigh master certificates shall be validated by the inspector at the point of delivery.

7. On a weekly basis, provide City with a copy of the weekly statement of working days.

8. Prepare Monthly City Payment Reports. Prepare and submit to the City a monthly progress report including construction progress summary, construction cash flow and payments, and summary logs for proposed change orders (PCO's) and change orders.
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9. Review Monthly Progress Payments. Evaluate the monthly progress payment requests from the Contractor, negotiate differences over payment, and recommend payment to the City. Progress payment documentation shall provide a suitable accounting trail to support documentation for contract work (e.g., items, CCOs, etc.). Quantity pay sheet calculations shall be checked by a separate individual, other than the inspector and quantities paid shall be monitored and checked against estimated quantities.

10. The inspector and Construction Manager shall ensure the traffic control plan requirements are being followed.

11. Requests for Information (RFIs). Coordinate and manage the RFI evaluation and response process. This includes log, transmit to the design engineer for response, coordinate with design engineer on field status, track progress, review response, and transmit response to contractor.

12. Potential Change Orders (PCOs) and Change Orders. Coordinate and manage the change orders process, including log, review in conjunction with design engineer and City, assist with determination of changed conditions and scope definition as needed, assist with negotiation, and incorporate change orders into the construction contract.

13. Coordinate Submittal and Shop Drawing Review Process. Coordinate and manage the submittal/shop drawing review process. This work includes log, transmit to design engineer for response, coordinate with design engineer on field status, track progress, review response, and transmit response to contractor.

14. Monitor Construction Record Drawings. Monitor construction record drawings maintained by the Contractor and inspector on a regular basis.

15. Claims Management. Analyze potential claims for additional compensation that are submitted during the construction period and make recommendations to resolve them. Perform claims administration, including coordination and monitoring claims response preparation, logging claims, and tracking claims status.

16. Field Inspection. Provide construction inspection to monitor the Contractor's work for compliance with the contract documents.

17. Field Changes. Document field changes to the Drawings and Specifications. 185
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18. Inspection Reports. Prepare and review Daily Inspection Reports. Each daily inspector report shall be reviewed by the Construction Manager.

19. Geotechnical Observation. The Construction Manager will coordinate for geotechnical observation and testing and materials testing by PEI personnel.

Data will be coordinated with the contractor and stored in the project files.

20. Substantial Completion and Punch List. Construction Manager will schedule with City and PEI’s design engineer, to conduct substantial completion inspections and issue punch lists.

21. Project Documents. Construction Manager will provide the City with a complete set of all records of the project, indexed and properly filed, and a listing of warranties provided under the project including the items covered and the warranty duration.

22. Close Out. Prepare the final pay estimate and balance change orders, prepare the Notice of Completion, and coordinate retention release.

Task 2 – Quality Assurance and Laboratory Testing for HMA Construction During paving operations, PEI will provide full-time inspection services to observe all paving construction activities at the site and provide field testing and laboratory testing necessary to determine if the contractor is providing the required quality of workmanship and materials during construction.

During main-line paving operations, PEI’s inspector will provide laydown inspection including thickness and temperature monitoring during the placement of the HMA. In addition, our inspector will provide field density tests using a nuclear density gauge to monitor the contractor’s compaction efforts. Monitoring the compaction efforts of the contractor while the asphalt concrete materials are being placed will help the contractor with compaction. Once the asphalt concrete has cooled, the opportunity to obtain higher compaction is lost. Our inspector’s goal is to work with the contractor and their QC lab by providing compaction feedback to achieve the highest relative density possible.

During HMA construction, PEI will include quality assurance testing of the asphalt concrete materials used for the digouts, leveling course and surface course. We will collect asphalt concrete samples and perform mix design tests at a rate of 1 per 2 days of paving. Asphalt mix tests include determining the following: Stability (CTM 366), LTMD (CTM 308), Rice Gravity (CTM 309), and Air Voids Content (CTM 367).
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Z:\Shared\R Drive\Admin\Text\Marketing\Proposals\Proposals2025\MP25-078 QA Belmont\MP25-078.docx On the first day of paving each type of HMA material, PEI will perform a production start-up. The production start-up includes coring the placed HMA to correlate the nuclear gauge density and running a full set of mix and aggregate tests to verify the materials with the JMF (Job Mix Formula).

If compaction fails during construction, PEI is equipped to provide, as additional services, the core density/ nuclear gauge correlation and/ or core densities to establish compaction as outlined in the contract documents.

Our inspection services also includes monitoring the raising and lowering of utilities frames and covers as well as the placement of the striping and pavement markings.

Task 3 - Quality Assurance for PCC Elements
PEI will inspect the construction of the PCC elements of the project. The PCC elements include curb and gutter removals, valley gutter repairs, and curb ramp construction. Our inspection services will assure that the contractor is providing the required quality of workmanship and materials during construction. No material tests will be performed on the PCC since it is considered miscellaneous.

When requested, PEI will test the aggregate base compaction placed under the PCC elements. Relative compaction will be based on relative wet density (CTM 216). PCC cylinders and slump testing will be performed periodically to verify the quality of the PCC materials being delivered to the job site. Laboratory testing for PCC elements will include breaking PCC cylinders.

Task 4 - Quality Assurance for FDR Elements
During the FDR process, PEI will collect samples throughout the project limits and will provide coarse aggregate gradation (CTM 202), relative wet density (CTM 216), and a 3-day and 7-day unconfined compressive strengths (ASTM D1633).

We will collect a sample every 3,000 square yards to perform CTM 202 and ASTM D1633. One sample per day or per street will be collected to perform the CTM 216. If the underlying material properties have changed, then an additional CTM 216 sample will be collected and tested.

Task 5 - Verification and Determination of Compliance and Acceptance PEI will be monitoring the materials and contractor’s compliance with the plans and specifications throughout the project and will report non-compliant issues as soon 187
Daniel Mathews
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Z:\Shared\R Drive\Admin\Text\Marketing\Proposals\Proposals2025\MP25-078 QA Belmont\MP25-078.docx as possible, so that the City can notify the contractor that the item will need to be addressed or that a deduction will be in order.

We will prepare a final report that summarizes all the laboratory tests and will address the contractor’s compliance with specifications, plans, and applicable adopted standards. Copies of the compaction and laboratory test results will be included. The report will outline any areas of non-compliance.

In addition to the final report, PEI is committed to providing feedback throughout the project. Knowing immediately (in some cases the next day) that density was low, or the supplied material did not meet the specified criteria, creates a pro-active environment to correct the problems as they arise and not after the fact. Having up-to-date information on the contractor’s ability to conform to project specifications during the project will assist the City in managing its project and will result in the best possible product.

PROPOSAL FEE AND FEE BREAKDOWN
PEI’s fee for this work is based on our experience with similar projects and knowledge of similar construction. Our proposal covers an estimated 130 working day contract based on the 100% estimate. We are estimating 28 inspection days for the pavement portion of the work, with the contractor placing approximately 8,800 tons of HMA and 42,000 square feet of digouts; 75 inspection days for the PCC curb ramps, edge improvements and miscellaneous repairs; and 23 inspection days to oversee the miscellaneous work items such as adjusting utilities, monitoring the storm water pollution control plan and placing the pavement markings and legends. The contractor’s actual schedule may result in a different level of effort and a modified estimate.

The outlined level of effort is estimated based on an eight-hour day and providing engineering support / contract administration, testing and inspection services.

We will invoice our work on a time and materials basis. Individual fees associated with each task will serve as a guideline for progress payments. Additional materials tests will be invoiced per the enclosed fee breakdown. We will invoice inspection services as follows:

Between 0 and 4 hours will be invoiced at 4 hours
Between 4 and 8 hours will be invoiced at 8 hours
Our inspection fees account for prevailing wages. Overtime will apply for workdays exceeding eight hours. PEI requires a 72-hour notification of changes in the schedule or a full eight-hour day fee will apply.
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Daniel Mathews
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Z:\Shared\R Drive\Admin\Text\Marketing\Proposals\Proposals2025\MP25-078 QA Belmont\MP25-078.docx This proposal assumes that the City will monitor the contractor pertaining to all labor compliance issues.

All fees and costs associated with this project are subject to final negotiation with the City of Belmont. The enclosed proposal conditions apply. Please feel free to contact me at (805)781-2265 with any questions.

Very truly yours,
PAVEMENT ENGINEERING INC.

Joseph L. Ririe, P.E.

Senior Principal Engineer
Attachments: Estimated Fee Breakdown Schedule
Proposal Conditions
pc: C File
M File
S File
E File ([email protected])

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Daniel Mathews
MP25-078
March 26, 2025

Z:\Shared\R Drive\Admin\Text\Marketing\Proposals\Proposals2025\MP25-078 QA Belmont\MP25-078.docx Task 1
Position Units Total
65 $270 / hour $17,550
88 $230 / hour $20,240
430 $185 / hour $79,550
130 $185 / hour $24,050
105 $85 / hour $8,925
$150,315
Task 2
Position Units Total
130 $230 / hour $29,900
520 $185 / hour $96,200
1,040 $165 / hour $171,600
224 $165 / hour $36,960
24 $165 / hour $3,960
8 $165 / hour $1,320
162 $225 / day $36,450
$376,390
Task 3
Position Units Total
3 $75 / test $225
1 $2,000 / test $2,000
1 $2,000 / test $2,000
13 $650 / test $8,450
2 $290 / test $580
18 $50 / test $900
$14,155
Task 4
Position Units Total
13 $270 / hour $3,510
55 $185 / hour $10,175
25 $190 / hour $4,750
$18,435
$559,295
255 / hour 340 / hour
255 / hour 340 / hour
Inspection
Compaction Testing
Asst. Project Manager
Lab Manager
Estimated Task 4 Fees:

Total Estimated Fees:

Overtime Rates Time and a Half Double Time
Construction/Project Management
Estimated Task 3 Fees:

Verification and Determination of Compliance and Acceptance / Post Construction Rate
Senior Principal Engineer
Rate
PCC Cylinders
Full Depth Reclamation (FDR)
3/8 inch Production Start-up (Hveem)
Clerical
Estimated Task 1 Fees:

Quality Assurance and Inspection
Rate
Asst. Project Manager
Assistant Engineer

ESTIMATED FEE BREAKDOWN SCHEDULE
Construction Management /Engineering Support, Construction Inspection and Quality Assurance City of Belmont 2025 Pavement Project
Construction Management and Engineering Support
Rate
Senior Principal Engineer
HMA Mix Tests (Hveem)
Estimated Task 2 Fees:

Laboratory Testing
Additional Construction Inspector / PCC (3 days)
Moisture Density Curve (CTM 216)
Concrete (PCC)
Density Cores
1/2 inch HMA Production Start-up (Hveem)
Full Time Construction Inspector
Additional Construction Inspector / FDR (1 day)
Hot Mix Asphalt (HMA)
Equipment / Vehicle Usage
Asst. Project Manager
Additional Construction Inspector / HMA (28 days)
Construction/Project Management
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Daniel Mathews
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March 26, 2025

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PROPOSAL CONDITIONS

1. Proposal is valid for thirty days from the date of the proposal.

2. All work shall be performed utilizing common methods and practices of the civil engineering profession.

3. Fees for lump sum or unit price proposals will be charged at the quoted price.

Fees for engineering technical services will be charged on a time and materials basis will be charged at the applicable hourly rates shown on the enclosed fee schedule.

4. The proposal is based upon providing liability insurance with limits up to $1,000,000.

5. Payment: Invoices will be submitted monthly. All invoices are due within 30 days. Attorney fees or other costs incurred in collecting any delinquent amount shall be paid by the client.
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CITY OF BELMONT

CONTRACT DOCUMENTS
2025 PAVEMENT PROJECT
City Contract Number 2025-637

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INVITATION FOR SEALED BIDS
The City of Belmont invites sealed bids for public project construction described as: 2025 Pavement Project, CITY CONTRACT NUMBER 2025-637. The public project construction is more specifically defined in the Contract Documents, but generally includes the following items of work: pavement rehabilitation, minor drainage improvements; and other items as identified in the Contract Documents (the “Work”).

1. SOURCE OF PROJECT FUNDS: This Project DOES NOT involve federal funds.

2. PRE-BID CONFERENCE: None

3. BID SUBMITTAL, WITHDRAWAL, IRREVOCABILITY: Bids must be submitted on the bid forms supplied by the City. The Contractors are requested to drop off sealed proposals at the EOC room (Suite 210) at the Belmont City Hall located at 1 Twin Pines Lane, Belmont, CA 94002 (hereinafter the City) on May 2, 2025, between 1:00 PM – 2:00 PM local time. Any mailed delivery of sealed bid proposals must be confirmed with the City of Belmont, City Clerk’s Office at (650) 595-7414, [email protected] The Bids will be publicly open at 2:00 PM on May 2, 2025 (“Bid Deadline”), at the EOC Room (Suite 210). Bids received after the bid deadline will not be accepted.

It is the bidder’s responsibility to ensure that its bid package is duly delivered. Bidders are solely responsible for the cost of preparing their bids. No bidder may withdraw its bid for a period 60 days after the date set for bid opening, except as provided in Public Contract Code Section 5101 et seq.

4. ENGINEER’S ESTIMATE: The Engineer’s estimated total construction cost for this Contract is $4,074,642 for the Base Bid and $281,162 for Alternate Bid #1. This estimate is intended to serve merely as a guideline of the magnitude of work. Neither the bidders nor the contractor shall be entitled to claims because of any inaccuracy in the estimated cost range.

5. CONTRACT TIME; LIQUIDATED DAMAGES: The construction Work is to be completed within a total of 130 working days including work under bid alternate after the date specified in the City’s Notice to Proceed. The City will assess liquidated damages in the amount of $4,500 for each and every working day of delay in finishing the work in excess of the contract time.

6. REQUIRED CONTRACTOR’S LICENSE(S): Under Business & Professions Code Section 7028.15 and Public Contract Code Section 3300, all bidders must possess proper licenses for the performance of the work contemplated by the Project except as provided herein. Failure to possess the specified license(s) at the time of bidding will render the bid non-responsive. Contractors must possess a valid California class A contractor’s license for this contract. Firms bidding as a joint venture or bidding must secure a joint venture license before award of this contract. Firms bidding on projects involving federal funds must secure a license before award of this contract.

7. DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION REQUIRED: As provided in Labor Code Section 1771.1, the Bidder and all subcontractors listed on the bid proposal must be registered with the Department of Industrial Relations under Labor Code section 1725.5 at the time the bid is submitted, except as provided herein. Failure to be timely registered will render the bid non-responsive. If submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or for a Project involving federal funds, the Bidder’s registration may be secured up to the time of contract awarded. No contractor or subcontractor may be awarded a contract for the project unless registered with the Department of Industrial Relations under Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
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8. CONTRACT DOCUMENTS: Bidders may obtain the bidding documents including

9. and Specifications in electronic format at Peninsula Builders Exchange, or local Plan Rooms. Hard copy bid documents are not available at this time.

10. BONDS AND INSURANCE: Bid security in the amount of ten percent (10%) of the Bid Amount must accompany the Bid in accordance with Public Contract Code Section 20170. After award of the contract, the successful bidder must provide security for faithful performance and labor and materials (payment bond) as well as proof of insurance, in accordance with the requirements set forth in the Contract Documents. Bonds must be executed by a surety possessing a valid certificate of authority issued by the California Department of Insurance.

11. SECURITIES SUBSTITUTION: At the request and expense of the Contractor to whom the Contract is awarded, securities in a form approved by the City will be permitted in substitution for money withheld by the City to ensure performance under the Contract, as provided in Public Contract Code Section 22300.

12. PREVAILING WAGE: This project is a public work under Labor Code Section 1770, et seq., and the successful bidder will be required to comply with certain labor standards and employment requirements including payment of the prevailing wage rates in effect on the date this Invitation for Sealed Bids was first published. Copies of the prevailing wage rates can be viewed at:
http://www.dir.ca.gov/DLSR/PWD/ and are on file with the Engineer at the address identified below, and shall be made available to any interested party upon request.

13. SHORING AND BRACING: If the construction involves trenches or open excavations, which are five feet or deeper, each bid submitted in response to this Invitation for Sealed Bids must contain, as a bid item adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and open excavation which shall conform to applicable safety orders, as required by Labor Code Section 6707.

14. SPECIFIC BRAND NAME MATERIALS: None

15. WAIVER OF IRREGULARITIES. The City reserves the right, in its sole discretion, to reject any or all Bids, to waive minor irregularities or defects in bidding and to reject nonconforming, nonresponsive or conditional bids.

INQUIRIES: If any bidder has questions regarding this Project, contact the Engineer: Bozhena Palatnik, One Twin Pines Lane, Suite 385, Belmont, CA 94002, Phone: (650) 595-7463, [email protected].

Any questions addressing the interpretation or clarification of the Contract Documents shall be in writing.
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INSTRUCTIONS TO BIDDERS

1. OBTAINING COPIES OF CONTRACT DOCUMENTS

1.1. Bidders may obtain complete sets of the Contract Documents, at the location designated in the Invitation For Sealed Bids, for the purchase sum stated therein.

1.2. Each bidder shall use a complete set of Contract Documents in preparing its bid.

1.3. The Contract Documents are more particularly defined in the Construction Agreement.

1.4. The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.

2. INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS

2.1. Bidder must, before submitting its Bid, carefully study and compare the components of the Contract Documents and must examine the Project Site, the conditions under which the Work is to be performed, and the local conditions.

2.2. In the event Bidder has any question as to the meaning of any part of the Contract Documents, or Bidder finds any error, omission, inconsistency, or ambiguity in the Contract Documents, Bidder must make a written Request for Clarification before submitting its Bid. Requests for clarification or interpretation of the Contract Documents must be addressed only to the Engineer. It is the Bidder’s responsibility to ensure that any such request is submitted to the City in a timely manner, in order to allow the City to issue a written Addenda.

2.3. If necessary, the City will make clarifications, interpretations, corrections, and changes to the Contract Documents by Addenda issued as provided in Section 4 of these Instructions to Bidders, below.

2.4. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner are not binding on the City, and Bidders may not rely upon them.

2.5. The plans and specifications, including drawing, plans, maps, diagrams and other graphic representations of the project, show conditions as they are believed by City to exist on the site, but the conditions shown do not constitute a representation by City that they actually exist. Utilities (underground or above-ground), buildings, structures and other improvements may be within or adjacent to the project site. These may or may not be included in the project’s plans and specifications.

2.6. Submission of a bid shall constitute a representation by bidder that they have visited and examined the project site, and examined the plans and specifications. Bidder is relying on their own examination and knowledge of the site and plans in making their bid and not on any representation by City. No 196
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claim for additional compensation shall be allowed that is based upon a failure to examine or lack of knowledge of, the work site or contract documents.

3. PREFERENCE FOR MATERIALS

3.1. In accordance with Public Contract Code Section 3400, except as otherwise specified on the Invitation for Sealed Bids, the City will not limit the bidding, directly or indirectly, to any one specific concern. Whenever any particular material (including product, thing, equipment, or service) is indicated in the Contract Documents by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal.” A listing of materials is not intended to be comprehensive, or in order of preference.

3.2. Unless a successful bidder (the Contractor) submits a request for substitution of “equal” materials in accordance with the requirements of the Contract Documents, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount and within the Contract Time.

4. ADDENDA

4.1. Addenda will only be issued in writing. The City will make reasonable efforts to deliver (via facsimile or U.S. Mail) Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a delivery address for receipt of Addenda.

4.2. Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda. City makes no guarantee that all Bidders will receive all the Addenda. Copies of Addenda will be made available for inspection at the office where Contract Documents are on file for inspection, as indicated on the Invitation for Sealed Bids.

4.3. Addenda withdrawing the Invitation for Sealed Bids or postponing the Bid Deadline may be issued any time before the Bid Deadline. However, if any Addenda results in a material change (addition or deletion) to the Contract Documents, the Bid Deadline will be extended by the City by not less than 72 hours, as provided in Public Contract Code Section 4104.5.

4.4. Each Bidder must acknowledge receipt of all Addenda on the Bid Form. Failure to acknowledge receipt of Addenda may render the bid non-responsive.

5. FILLING IN BID FORMS BY BIDDERS

5.1. All bids must be prepared on the forms provided by the City and submitted in accordance with these Instructions to Bidders. The documents required to be submitted in the bid package are as follows:

Bid
Equal Employment Opportunity Certification (Federal funded projects only) 197
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Bidding Documents
Instructions To Bidders 3 of 9
Bidder’s Non-collusion Affidavit
Debarment and Suspension Certification
Bidder’s Security
Bidder’s Statement of Responsibility
Any other information required by the Invitation For Sealed Bids

5.2. All blanks on the Bid Forms shall be filled in by typeface or printed legibly in ink.

5.3. Interlineations, alterations, and erasures must all be individually initialed by the Bidder.

5.4. Bidder shall acknowledge receipt of all Addenda on the Bid.

5.5. Bidder shall not modify or qualify the Bid Forms in any manner.

5.6. The Bid Forms shall be signed by a person or persons legally authorized to bind Bidder to the Contract. The individuals signing each document must warrant that they are authorized to bind the legal entity of the Bidder.

5.7. Qualifying Experience for pipe bursting contractor/subcontractor.

5.8Qualifying Experience for cured in place pipe (CIPP) contractor/subcontractor.

6. DESIGNATION OF SUBCONTRACTORS

6.1. The Bidder must comply with the Subletting and Subcontracting Fair Practices Act as set forth in Public Contract Code Section 4100 et seq. (hereinafter referred to as the “Subcontracting Act”). Any reference in these Contract Documents to the requirements of the Subcontracting Act are for the Bidder’s reference, and do not limit the Bidder’s or Contractor’s obligations under law.

6.2. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.

6.3. The Bidder must list, in the Bid:

The name and location of the place of business of each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the Work for this Project, or a subcontractor licensed by the State of California who, under subcontract to the Bidder, specially fabricates and installs a portion of the Work or improvements according to detailed drawings contained in the plans and specifications, in an amount in excess of the minimum threshold of the Subcontracting Act. Generally, the minimum threshold is one-half of one percent (0.5%) of Bidder’s Bid Amount; however, if the contract is for the construction of streets (including highways or bridges), the minimum 198
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threshold is the greater of: (a) onehalf of one percent (0.5%) of Bidder’s Bid Amount, or (b) ten thousand dollars ($10,000).

The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.

6.4. The Bidder must list only one subcontractor for each portion of the Work as is defined by the Bidder in the Bid.

6.5. The Bidder must not list any subcontractor who is ineligible under Labor Code Sections 1777.1 and 1777.2, and Public Contract Code Section 6109.

6.6. The Bidder is subject to the penalties set forth in the Subcontracting Act if the Bidder lists in its Bid another contractor who will in turn sublet portions constituting the majority of Work covered by the prime contract.

6.7. If the Bidder fails to specify a subcontractor, or if the Bidder specifies more than one subcontractor for the same portion of the Work, the Bidder agrees that it is fully qualified to perform that portion itself, and that the Bidder must perform that portion itself.

6.8. If, after award of the Contract, the successful Bidder (“Contractor”) subcontracts, except as provided in the Subcontracting Act, the Contractor is subject to the penalties set forth in the Subcontracting Act. If the Contractor violates any provisions of the Subcontracting Act, the Contractor violates the Contract and the City may either cancel this Contract or assess a penalty to the Contractor in accordance with the terms of the Subcontracting Act.

7. BID SECURITY

7.1. Each Bid shall be accompanied by Bid Security, in the amount of ten percent (10%) of the Bid Amount, as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bidding Documents. Bid Security shall be in one of the following forms: cash, a cashier’s check made payable to the City of Fremont, a certified check made payable to the City of Belmont, or a Bid Bond executed by an admitted surety insurer in the form contained in the Bidding Documents.

7.2. If a Bid Bond is submitted, and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney shall be affixed to the Bid Bond. The surety issuing the Bid Bond shall meet the requirements set by California law.

7.3. The City reserves the right to retain the Bid Security of all bidders until the occurrence of one of the following:

The successful Bidder has properly and timely executed and submitted all items required by Instructions To Bidders Section 13, including the Agreement.

The time period for the City’s review of Bids as specified in Instructions To Bidders Section 9 has expired.

The Bids have been rejected by the City.
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8. SUBMISSION OF BIDS

8.1. All Bid Forms (using the forms supplied by the City, as defined in Instructions to Bidders Section 5), including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque envelope with the following address and identification on the face. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope. (Name of Bidder)
Sealed Bid Proposal for City Contract No. 2025-637
2025 Pavement Projects
City of Belmont

8.2.Bids may be mailed or delivered by messenger. It is the Bidder’s responsibility alone to ensure that the Bid is received at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids. Any Bid received after the exact time of the Bid Deadline will be returned unopened.

8.3.Oral, telephonic, facsimile, telegraphic, or electronically transmitted Bids are invalid and will not be accepted.

9. WITHDRAWAL OF BIDS

9.1. After a Bid is received by the City, the Bid may be withdrawn only by a written request signed by the Bidder. In order to cause a withdrawal of the Bid, the request must be received by the City at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids.

9.2. No oral request for withdrawal will be considered. No oral or written request for modification will be considered.

9.3. The withdrawal of a Bid shall not prejudice the right of the Bidder to submit a new Bid, provided the new Bid is submitted in accordance with these Bidding Requirements.

9.4. After the Bid Deadline, a bidder may not withdraw its bid for a period of at least sixty (60) calendar days following the Bid Deadline, subject to the exceptions stated in this section 9.

The sixty (60) day review period may be extended upon the written request by the Engineer, and written approval by the affected Bidders.

If a bidder is not the low monetary bidder, a bidder may make a written request (no earlier than five working days after the Bid Opening) for an early release of bid security. The Engineer is authorized to release a bidder’s bid security if the Engineer determines, in his/her sole discretion, that the bid is not likely to be recommended to the Awarding Body for award (based on the dollar amount of the bid in excess of the estimated project cost, or based on the number of responsive bidders with a lower monetary bid).

9.5. A Bidder shall be permitted to withdraw a Bid after the Bid Deadline only if the Bidder establishes, to the satisfaction of the Engineer, all of the elements identified in Public Contract Code Section 5103, including the following:
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A clerical error was made by the Bidder in filling out the Bid; and the error was not due to error in judgment or to carelessness in inspecting the site of the Work, or in reading the plans or specifications.

The clerical error caused the Bid to be materially different than the Bidder intended the Bid to be.

The Bidder gave the City written notice within five working days, excluding Saturdays, Sundays, and state holidays, after the opening of the Bids of the mistake, specifying in the notice in detail the nature of the mistake and how the mistake occurred.

10. BID OPENING AND REVIEW OF BIDS BY THE CITY

10.1. Bids submitted in accordance with the requirements of the Bidding Documents, and received on or before the Bid Deadline in accordance with the requirements of the Invitation for Sealed Bids, will be opened publicly, and the dollar amounts of each bid will be read aloud.

10.2. The City reserves the right to:
reject all Bids;
reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way incomplete or irregular; and, waive irregularities in a Bid, and to award the Contract to the Lowest Responsible Bidder (as determined by the City), only if the irregularities are non-material and inconsequential.

11. CITY’S DETERMINATION OF LOWEST RESPONSIBLE BIDDER

11.1. The term “Lowest Responsible Bidder” means the “Lowest Monetary Bidder” whose Bid is “responsive,” and who is “responsible” to perform the Work required by the Contract Documents, as those terms are defined by State law, including Public Contract Code Sections 20161, et seq, and 22030 et seq. This Section 11 summarizes the procedure by which the City will determine the “Lowest Responsible Bidder” in accordance with State law.

11.2. The City shall determine the “Lowest Monetary Bidder” on the basis of the Bid Amount, in accordance with the calculation criteria set forth on the Bid.

11.3. After the “Lowest Monetary Bidder” has been determined, the Lowest Monetary Bidder’s Bid will be evaluated by the Engineer in order to determine whether or not that Bid is “responsive.” The term “responsive” is defined by State law, but generally means that the Bid has been prepared and submitted in accordance with the requirements of the Bidding Requirements.

11.4. If the Lowest Monetary Bidder’s Bid is responsive, that Bidder’s qualifications will be evaluated by the Engineer to determine whether or not the Bidder is “responsible” to perform the Work required by the Contract Documents. The Engineer shall review “responsibility” of Bidders based upon the City’s analysis of the information submitted on the Bidder’s Statement of Responsibility (as a part of the Bid Forms) in accordance with the criteria set forth in Instructions To Bidders Section 12. 201
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11.5. If the Engineer finds that the Lowest Monetary Bidder submitted a responsive Bid, and that the Bidder is responsible, then that Bidder will be deemed the apparent “Lowest Responsible Bidder”.

11.6. If the Engineer finds that the Lowest Monetary Bidder’s Bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and responsibility of the next Low Monetary Bidder. If the Engineer finds that the next Low Monetary Bidder is responsive and responsible, then that next Low Monetary Bidder shall be deemed the apparent “Lowest Responsible Bidder. This process may continue until the Engineer finds the Lowest Monetary Bidder which is also responsive and responsible. In the event that one or more Low Monetary Bidders are found by the Engineer to be non-responsive or non-responsible, those Bidders will be given notice and a reasonable opportunity to present additional relevant evidence to the Engineer, within five working days after the Bidder receives the notice.

11.7. No Bid shall be binding upon the City until after the Contract is signed by both the Contractor and the City. The City may investigate the responsibility and qualifications of all Bidders to whom the award is contemplated for a period not to exceed sixty (60) days after the Bid opening. The sixty (60) day review period may be extended upon the written request by the Engineer and written approval by the affected Bidders.

11.8. Bid Protest. The City will issue a Notice of Intent to Award before the actual award. Any Bid protest must be submitted in writing to the Engineer before 5:00 p.m. of the fifth (5th) calendar day following posting of a Notice of Intent to Award for Construction in the City Hall Lobby. City will use reasonable efforts to deliver by email a copy of the Notice of Intent to Award to all Bidders who submitted Bids and provided an email address no later than one working day after its issuance, although any delay or failure to do so will not extend the Bid protest deadline described above. The following conditions will apply to all protests.

The initial protest document must be in writing, contain a complete statement of the legal ground for the protest; all the relevant facts to the protest; and the form of relief requested and the legal basis for such relief.

The protest must refer to the specific portion of the document that forms the basis for the protest.

The protest must include the name, address and telephone number of the protesting party or the person representing the protesting party. If an email address is available, it should also be included.

The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest.

The procedure and time limits set forth in this paragraph are mandatory and are Bidders sole and exclusive remedy in the event of Bid protest. Bidders failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest. The City will respond to any properly submitted protest within fifteen (15) calendar days and shall provide a hearing to the protesting bidder but only if the hearing is requested by the protesting bidder in the protest. The City’s decision on the protest shall be final. 202
City of Belmont Contract Documents
2023 Pavement Project
City Contract Number 2025-637
Bidding Documents
Instructions To Bidders 8 of 9

12. CITY’S DETERMINATION OF RESPONSIBILITY

12.1. The term “responsible” is defined by California law, but generally means that the Bidder is able to demonstrate that it possesses: (1) the capacity to perform the Work required by the Contract Documents with respect to financial strength, resources available, and experience; and (2) the integrity and trustworthiness to complete performance of the Work in accordance with the Contract Documents.

The City may consider the following factors, in relation to the Work to be performed for this Project, in determining whether nor not a Bidder is “responsible”:

Demonstrated financial strength including, but not limited to, resources available, bonding capacity, and available insurance.

Demonstrated safety record including, but not limited to, Experience Modification Rate.

Successful completion of projects of similar scope and size. In reviewing this factor, the City may consider elements including, but not limited to, contract amount of completed projects, experience on public works projects, experience implementing prevailing wage certified payroll requirements, timeliness of performance, and, if necessary, evaluation of Bidder’s work by previous cities, clients, design professionals, or subcontractors.

Sufficiency of contract administration and construction management systems including, but not limited to, proposed scheduling tools, proposed subcontract forms, proposed progress payment applications, and proposed certification of payroll documents.

History of claims, litigation, and termination or disqualification from projects.

12.2. The City will make its determination of responsibility based upon information submitted by Bidders contained in the “Bidders Statement of Responsibility,” included in the Bid Forms, and, if necessary, interviews with previous cities, clients, design professionals, or subcontractors with whom the Bidder has worked. If a non-responsive or non-responsible Bidder submits additional evidence pursuant to Instructions To Bidders Section 11, then that additional evidence shall be considered by the Engineer in making a determination of the Lowest Responsible Bidder.

13. AWARD OF CONTRACT
After the determination as to which Bidder is the Lowest Responsible Bidder, the City will issue a Notice of Award to the Lowest Responsible Bidder. No contractor or subcontractor may be awarded a contract for the project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations under Labor Code section 1725.5. Within seven (7) calendar days after receipt of the Notice of Award, Bidder shall submit to the City all of the following properly signed items:

Two originals of the Agreement signed by Bidder.

Documentation of authority of individual or individuals to sign the Agreement on behalf of Bidder.

The Improvement Security required by Agreement Section 13.

Proof of Insurance required by Agreement Section 14.
203
City of Belmont Contract Documents
Project: 2023 Pavement Project
City Contract Number 2025-637
Bidding Documents
Instructions To Bidders 9 of 9
Documentation of payment of City of Belmont business tax as provided in Agreement Section

12. Copy of Contractor’s State Contractor’s License.

Identification of Contractor’s Authorized Representative required by Agreement Section 6.

For joint ventures, proof of Department of Industrial Relations Registration for the Contractor and each subcontractor.

14. FORFEITURE OF BID SECURITY
In the event that Bidder does not properly and timely execute and submit the items set forth in subsection 13.1, above, the Bid Security shall be forfeited to the City and the City may award the Contract to next Lowest Responsible Bidder. The forfeited Bid Security may be utilized by the City in accordance with Public Contract Code Sections 20170 through 20174. 204
205
City of Belmont Contract Documents
2023 Pavement Project
City Contract Number 2025-637
Bidding Documents
Instructions To Bidders 1 of 9
BID

BID TO: Belmont City Clerk
One Twin Pines Lane
Belmont, California 94002

BID FROM: _______________________________________________________________________ Insert Full Legal Name of Bidder (Firm Submitting Bid)
NOTE: All portions of these Bid Forms (including the Bid, Bidder’s Non-Collusion Affidavit, Bidder’s Statement of Responsibility, and Bid Bond or alternative bidder’s security) must be properly completed, signed, and submitted with the Bid. Failure to do so may result in the Bid being deemed non-responsive by the City.

SCOPE OF BID. Bidder hereby offers to furnish for the above referenced Project all labor (including supervision), materials and equipment (whether or not permanent or temporary, and whether or not actually incorporated into the Work), utilities (including water, sanitary facilities, electricity, fuel, light, heat, and telephone), tools, transportation, and services necessary to complete the Work on this Project in accordance with the Contract Documents and to complete all requirements of the Contract Documents for the amounts quoted in this Bid (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), as modified pursuant to the terms of the Contract Documents. Bidder will not withdraw its Bid for at least sixty (60) calendar days after the Bid Deadline, unless otherwise extended by the written agreement of the City and Bidder. If Bidder is selected as the Lowest Responsible Bidder, Bidder shall, within seven (7) calendar days after receipt of Notice of Award, sign and deliver to the City all documents identified in Section 13 of the Instructions to Bidders (including the Agreement, performance bond, payment bond, and proof of insurance). Time is of the essence. If awarded the Contract, Bidder agrees to complete the Work within the time specified in the Invitation For Sealed Bids.

ADDENDA. Bidder shall insert, in the blank lines below (or additional pages, if needed), each Addenda received by the Bidder, and incorporated herein by reference into this Bid. Bidder hereby acknowledges receipt of the following Addenda (Addendum No. and Date Issued):

Addendum No. Date Issued
_________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________

206
City of Belmont Contract Documents
2023 Pavement Project
City Contract Number 2025-637
Bidding Documents
Instructions To Bidders 2 of 9
BID AMOUNT.

3.1.Estimated Quantities. Since the amounts identified in the Bid Spreadsheet (Section 4, below) are estimates for the purpose of comparing bids, the City reserves the right to increase or decrease the quantities to reflect the actual amount of work to be performed by the Contractor in accordance with the requirements of the Contract Documents.

3.2.Unit Price Bids. For each bid item identified in the Bid Spreadsheet (Section 4, below), the Bidder shall provide a bid item unit price and a bid item extension (bid item unit price multiplied by bid item estimated quantity equals bid item extension). In case of a math error or ambiguity, bid item unit prices shall prevail over the bid item extensions.

3.3.Total Bid Amount. The Bidder shall identify the Total Bid Amount, which shall equal the sum of all bid item extensions and bid alternates. The total bid amount shall include the total of all bid schedules. In case of a math error or ambiguity, bid item extensions shall prevail over the Total Bid Amount. The Total Bid Amount shall be the total dollar amount bid by the Bidder, for the Bidder’s performance of all Work in accordance with the Contract Documents (and payment of all Bidder’s costs required therefor, whether or not specifically identified herein). The Total Bid Amount may also be referred to in the Contract Documents as the Contract Amount.

3.4.Basis of Award. The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the Total Bid Price plus Alternates.

City reserves right to award Alternates in any order or none at all based upon available funding.

3.5.Alternate Bids. Alternate bids proposed by the Bidder will be considered by the City.

BID SPREADSHEET. Bidder hereby offers to provide to the City the Work required by the Contract Documents (as defined in Agreement Section 2), for the amounts quoted in this Bid, as follows. Bidder shall complete bid schedule, the total bid amount shall constitute the total of all Bid Item Extensions. 207
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 1 of 12

BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1 Mobilization LS 1
2 Traffic Control LS 1
3 Water Pollution Control Program LS 1
4 3/8" HMA (Type A) PG 64-10 TN 952
5 1/2" HMA (Type A) PG 64-10 TN 7,191
6 Cold Plane 2-1/2" SF 5,000
7 Cold Plane 4" SF 93,091
8 Cold Plane 5-1/2" SF 0
9 Cold Plane 6" SF 35,000
10 Remove & Replace 4" HMA SF 22,833
11 Remove & Replace 4-1/2" HMA SF 2,338
12 Remove & Replace 5" HMA SF 5,345
13 Remove, Regrade & Recompact Subgrade, Place 3"
HMA SF 405
14 Remove, Regrade & Recompact Subgrade, Place 6"
HMA SF 1,899
15 HMA Conform SF 8,888
16 6" Deep Lift Stabalization (Allowance) SF 6,514
17 Keycut A1 (6', 1-3/4") LF 10,950
18 Keycut A2 (6', 2") LF 3,370
19 Keycut A3 (6', 2-1/2") LF 630
20 Keycut A4 (5', 3") LF 290
21 Keycut B1 (20', 2-1/4") LF 630
22 Keycut B2 (20', 2-1/2") LF 200
23 Keycut B3 (20', 3") LF 135
24 Keycut B4 (20', 2") LF 21
25 Pulverize 9", Remove & Dipose of 3" Pulverized
Material SF 15,168
26 Cement Treat 6" Subgrade, Tim to Top of Subgrade SF 15,168 27 Cement TN 20
28 Remove & Replace PCC Sidewalk/Ramping Surface SF 5,263 208
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 2 of 12

BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
29 Remove & Replace PCC Valley Gutter/Swale SF 211
30 Remove & Replace PCC Driveway SF 838
31 Install Detectable Warning Surface SF 612
32 Remove & Replace PCC Curb LF 5
33 Remove & Replace/Construct PCC Rolled Curb &
Gutter LF 800
34 Remove & Replace PCC Standard Curb & Gutter LF 1,537 35 Remove & Replace PCC Driveway Curb & Gutter LF 156
36 Remove & Replace/Construct PCC Retaining Curb
@ Back of Curb Ramp LF 642
37 Remove & Replace/Construct Type GO Inlet Apron EA 11 38 Construct PCC Scupper EA 1
39 Remove & Replace/Install 12" Diameter Reinforced
Concrete Pipe LF 13
40 Install Type GO Curb Inlet EA 2
41 Remove Existing Catch Basin & Backfill Void EA 2
42 Place & Compact 3" Decomposed Granite SF 185
43 Remove Excess Debris On Roadway and Behind
Curb & Gutter LF 326
44 Prune & Remove Tree Roots (Under PCC/HMA
Repairs) EA 15
45 Install Root Barrier LF 20
46 Survey Monument Preservation EA 11
47 Replace Non-Standard Survey Monumentation w/
Street Monument EA 4
48 Reset Non-Standard Survey Monumentation EA 1
49 Locate Buried Monument (Allowance) EA 2
50 Lower Anode Cover EA 2
51 Lower Gas Valve Cover EA 1
52 Lower Loop Detector Handhole Cover EA 1
53 Lower PG&E Manhole Cover EA 3
54 Lower Sanitary Sewer Manhole Cover EA 52
55 Lower Storm Drain Manhole Cover EA 2
56 Lower Sewer Cleanout Cover EA 8
209
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 3 of 12

BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
57 Lower Survey Monument Cover EA 2
58 Lower Water Meter Cover EA 2
59 Lower Water Valve Cover EA 50
60 Adjust Catch Basin Frame & Grate to Finish Grade EA 3 61 Adjust Anode Cover to Finish Grade EA 2
62 Adjust Gas Valve Cover to Finish Grade EA 1
63 Adjust Loop Detector Handhole Cover to Finish
Grade EA 1
64 Adjust PG&E Manhole Cover to Finished Grade EA 3
65 Adjust Sanitary Sewer Manhole Cover to Finish
Grade EA 69
66 Adjust Storm Drain Manhole Cover to Finish Grade EA 4 67 Adjust Sewer Cleanout Cover to Finish Grade EA 8
68 Adjust Survey Monument Cover to Finish Grade EA 10
69 Adjust Water Meter Cover to Finish Grade EA 2
70 Adjust Water Valve Cover to Finish Grade EA 62
71 Install New Water Valve Lid EA 1
72 Install Blue RPM at Fire Hydrant EA 33
73 12" White Crosswalk/Limit Line (Thermo) LF 771
74 24" White Crosswalk (Thermo) LF 199
75 Stripping Detail #2 (Thermo & Markers) LF 4,605
76 Stripping Detail #6 (Thermo & Markers) LF 215
77 Stripping Detail #22 (Thermo & Markers) LF 1,479
78 Stripping Detail #38 (Thermo & Markers) LF 125
79 Pavement Marking "PED" Legend (Thermo) EA 2
80 Pavement Marking "STOP" Legend (Thermo) EA 17
81 Pavement Marking "XING" Legend (Thermo) EA 2
82 Pavement Marking "Type I (10') Arrow" (Thermo) EA 3
83 Pavement Marking "Type IV (L or R) Arrow"
(Thermo) EA 3
84 Pavement Marking "Type VIII Arrow" (Thermo) EA 3
210
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 4 of 12

BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
85 Pavement Marking "Bicycle Loop Detector Symbol"
(Thermo) EA 2
86 Pavement Marking "Shared Roadway Bicycle Marking"
(Thermo) EA 5
87 Red Curb Paint LF 625
88 Replace Address Stencil on Curb EA 0
89 Remove & Replace Traffic Loop EA 13
90 Install Sign Post & Mount R4-11 Sign EA 1
91 Reset Traffic Signal Pole w/Rectangular Rapid Flashing Beacon EA 1
92 Relocate Road Sign and Post EA 5
93 Construct Linear Bioretention Area LS 1
BIDDER____________________________________________________________________

BID SUMMARY

BASE BID
TOTAL

PRICE IN

FIGURES
$
TOTAL

PRICE IN
WORDS

211
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 5 of 12
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1 Mobilization LS 1
2 Traffic Control LS 1
3 Water Pollution Control Program LS 1
4 3/8" HMA (Type A) PG 64-10 TN 39
5 1/2" HMA (Type A) PG 64-10 TN 548
6 Cold Plane 2-1/2" SF 0
7 Cold Plane 4" SF 12,000
8 Cold Plane 5-1/2" SF 2,900
9 Cold Plane 6" SF 0
10 Remove & Replace 4" HMA SF 318
11 Remove & Replace 4-1/2" HMA SF 0
12 Remove & Replace 5" HMA SF 0
13 Remove, Regrade & Recompact Subgrade, Place
3" HMA SF 0
14 Remove, Regrade & Recompact Subgrade, Place
6" HMA SF 0
15 HMA Conform SF 0
16 6" Deep Lift Stabalization (Allowance) SF 463
17 Keycut A1 (6', 1-3/4") LF 855
18 Keycut A2 (6', 2") LF 0
19 Keycut A3 (6', 2-1/2") LF 0
20 Keycut A4 (5', 3") LF 0
21 Keycut B1 (20', 2-1/4") LF 110
22 Keycut B2 (20', 2-1/2") LF 0
23 Keycut B3 (20', 3") LF 0
24 Keycut B4 (20', 2") LF 0
25 Pulverize 9", Remove & Dipose of 3" Pulverized
Material SF 0
26 Cement Treat 6" Subgrade, Tim to Top of
Subgrade SF 0
27 Cement TN 0
28 Remove & Replace PCC Sidewalk/Ramping
Surface SF 85
212
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 6 of 12
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
29 Remove & Replace PCC Valley Gutter/Swale SF 0
30 Remove & Replace PCC Driveway SF 0
31 Install Detectable Warning Surface SF 0
32 Remove & Replace PCC Curb LF 0
33 Remove & Replace/Construct PCC Rolled Curb &
Gutter LF 420
34 Remove & Replace PCC Standard Curb & Gutter LF 55
35 Remove & Replace PCC Driveway Curb & Gutter LF 0
36 Remove & Replace/Construct PCC Retaining Curb
@ Back of Curb Ramp LF 0
37 Remove & Replace/Construct Type GO Inlet Apron EA 0
38 Construct PCC Scupper EA 0
39 Remove & Replace/Install 12" Diameter Reinforced
Concrete Pipe LF 0
40 Install Type GO Curb Inlet EA 0
41 Remove Existing Catch Basin & Backfill Void EA 0
42 Place & Compact 3" Decomposed Granite SF 0
43 Remove Excess Debris On Roadway and Behind
Curb & Gutter LF 0
44 Prune & Remove Tree Roots (Under PCC/HMA
Repairs) EA 2
45 Install Root Barrier LF 0
46 Survey Monument Preservation EA 0
47 Replace Non-Standard Survey Monumentation w/
Street Monument EA 0
48 Reset Non-Standard Survey Monumentation EA 0
49 Locate Buried Monument (Allowance) EA 1
50 Lower Anode Cover EA 0
51 Lower Gas Valve Cover EA 0
52 Lower Loop Detector Handhole Cover EA 0
53 Lower PG&E Manhole Cover EA 0
54 Lower Sanitary Sewer Manhole Cover EA 3
55 Lower Storm Drain Manhole Cover EA 1
56 Lower Sewer Cleanout Cover EA 0
213
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 7 of 12
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
57 Lower Survey Monument Cover EA 0
58 Lower Water Meter Cover EA 0
59 Lower Water Valve Cover EA 7
60 Adjust Catch Basin Frame & Grate to Finish Grade EA 0 61 Adjust Anode Cover to Finish Grade EA 0
62 Adjust Gas Valve Cover to Finish Grade EA 0
63 Adjust Loop Detector Handhole Cover to Finish
Grade EA 0
64 Adjust PG&E Manhole Cover to Finished Grade EA 0
65 Adjust Sanitary Sewer Manhole Cover to Finish
Grade EA 3
66 Adjust Storm Drain Manhole Cover to Finish Grade EA 1 67 Adjust Sewer Cleanout Cover to Finish Grade EA 0
68 Adjust Survey Monument Cover to Finish Grade EA 0
69 Adjust Water Meter Cover to Finish Grade EA 2
70 Adjust Water Valve Cover to Finish Grade EA 5
71 Install New Water Valve Lid EA 0
72 Install Blue RPM at Fire Hydrant EA 4
73 12" White Crosswalk/Limit Line (Thermo) LF 30
74 24" White Crosswalk (Thermo) LF 0
75 Stripping Detail #2 (Thermo & Markers) LF 0
76 Stripping Detail #6 (Thermo & Markers) LF 0
77 Stripping Detail #22 (Thermo & Markers) LF 0
78 Stripping Detail #38 (Thermo & Markers) LF 0
79 Pavement Marking "PED" Legend (Thermo) EA 0
80 Pavement Marking "STOP" Legend (Thermo) EA 3
81 Pavement Marking "XING" Legend (Thermo) EA 0
82 Pavement Marking "Type I (10') Arrow" (Thermo) EA 0
83 Pavement Marking "Type IV (L or R) Arrow"
(Thermo) EA 0
84 Pavement Marking "Type VIII Arrow" (Thermo) EA 0
214
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 8 of 12
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
85 Pavement Marking "Bicycle Loop Detector Symbol"
(Thermo) EA 0
86 Pavement Marking "Shared Roadway Bicycle
Marking" (Thermo) EA 0
87 Red Curb Paint LF 0
88 Replace Address Stencil on Curb EA 2
89 Remove & Replace Traffic Loop EA 0
90 Install Sign Post & Mount R4-11 Sign EA 0
91 Reset Traffic Signal Pole w/Rectangular Rapid
Flashing Beacon EA 0
92 Relocate Road Sign and Post EA 0
93 Construct Linear Bioretention Area LS 0
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.

BIDDER____________________________________________________________________

BID SUMMARY
BID
ALTERNATE 1
TOTAL

PRICE IN

FIGURES
$
TOTAL

PRICE IN
WORDS

215
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 9 of 12
BIDDER____________________________________________________________________

TOTAL BID SUMMARY

TOTAL: BASE BID + BID ALTERNATE 1 (IN FIGURES)

TOTAL: BASE BID + BID ALTERNATE 1 (IN WORDS)

4. BID SECURITY. Bidder must attach Bid Security in the amount of ten percent (10%) of the Bid Amount (see Section 7 of the Instructions to Bidders).

5. LIST OF SUBCONTRACTORS.

6.1. Bidder will use Subcontractors for the Work:

YES_______________ NO_______________

6.2. If yes, the Bidder hereby certifies that the following is a list of all subcontractors which the Bidder is required by law to name in its bids. Generally, bidders are required to identify each subcontractor performing more than one half of one percent of the work. However, more particular requirements are contained in the Subletting and Subcontracting Fair Practices Act, Public Contract Code Sections 4100 et seq. (the “Subcontracting Act”), summarized in Section 6 of the Instructions to Bidders.
216
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 10 of 12

6.3. Bidders are reminded of the severe penalties imposed by the Subcontracting Act for a failure to list all required subcontractors (Work Activity, Name, and Address) on this sheet. Bids will not be found non-responsive for omission (at time of bid) of additional information regarding estimated dollar amount of subcontracted work or subcontractor license number. However, bidders shall submit all information required by this sheet by no later than 24 hours after written request by the City.

6.4. ALL BIDDERS ARE HEREBY NOTIFIED THAT: the successful bidder will be required to perform not less than ***fifteen*** percent (***15%***) of the Work with the successful bidder’s own organization. A failure of the Bid to establish compliance with this requirement may render the bid non-responsive, or it may result in a determination of bidder nonresponsibility based on a failure to demonstrate adequate resources available to perform the Work.

Subcontracted work
activity
Subcontractor name
including address
(City and State)
Est. $ amt. of
subcontracted
work
Subcontractor’s
License no. DIR #
___________________ ________________ $____________ _________ ____________________ _________________ $____________ _________ NOTE: Provide additional sheets if required. (copy of this sheet is acceptable)

6. REPRESENTATIONS OF BIDDER.

7.1. By submitting this Bid, Bidder declares under penalty of perjury the following representations are true and correct:

Bidder has read and understands all requirements of the Contract Documents, and this Bid is made in accordance with those requirements. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Sealed Bids, these Instructions to Bidders, Supplemental Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, Special Provisions , the, and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also defined as “Plans”).

Any questions by the Bidder regarding the meaning of any part of the Contract Documents have been submitted, in writing, by the Bidder to the City, in accordance with Section 2 of the Instructions to Bidders.
217
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 11 of 12
Bidder has visited and examined the Project site of the proposed work, and Bidder is familiar with all the conditions related to the proposed work, including the availability of labor, materials (including transportation, handling, delivery, and storage), equipment, and utilities (including water and electricity), and is familiar with local conditions (including weather, road access and truck routes, and surface and subsurface conditions) as related to requirements of the Contract Documents.

The Bid is based upon the materials, equipment, and systems required by the Bidding Documents without exception.

The Contract Time, as specified in the Invitation For Sealed Bids, is reasonable for performing the Work and that Contractor is able to perform the Work within the Contract Time.

Bidder has the expertise and financial capacity to perform and complete all obligations required by the Contract Documents.

Bidder is aware of and, if awarded the Contract, will comply with applicable legal requirements, including all City Regulations (including payment of City business license tax) in its performance of the Work.

The Bidder shall comply with the requirements of the Labor Code, including Sections 1770 et seq., and the Bidder shall comply with the General Prevailing Wage Determination Made by the Director of Industrial Relations that is in effect on the date of the Invitation for Sealed Bids. The prevailing wage rate schedule is on file with the Engineer and will be made available for review upon request.

Bidder certifies that, for the excavation of any trench of a depth of five feet or more, its bid includes the cost for adequate sheeting, shoring, and bracing or equivalent method (including costs of design), for the protection of life or limb, which shall conform to applicable safety orders, in accordance with Labor Code Sections 6705 and 6707.

7.2. In accordance with Business and Professions Code Section 7028.15, Bidder certifies, under penalty of perjury, that the information contained in this subsection 7.2, below, is true and correct. Any bidder who is not licensed in accordance with the Business and Professions Code, and in accordance with the Invitation For Sealed Bids, shall be considered non-responsive and shall be rejected by the City.

State Contractor’s License No. and Class .

Original date license issued, and License expiration date .

7.3. As required by Government Code Section 4552, in submitting a Bid to the City, Bidder offers and agrees that, if the Bid is accepted, it will assign to the City all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C., Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, materials, or services by Bidder for the sale to City pursuant to the Bid. Such assignment shall be made and become effective at the time City tenders final payment to Bidder. 218
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bid 12 of 12

7.4. Bidder acknowledges that, unless the bidder submits a request for substitution of “equal” materials in accordance with the requirements of the Agreement, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount.

IN WITNESS WHEREOF, the individuals signing this Bid represent and warrant that they have the right, power, legal capacity, and authority to sign this Bid on behalf of the Bidder, and have caused this Bid to be executed by setting hereto their names, titles, and signatures at _____________ County, in the State of _______________________.

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder, including type of organization, e.g., corp. or partnership)

_______________________________________________________________________ (Bidder’s Street and Mailing Address)

_______________________________________________________________________ (City, State, Zip Code)

_________________________________ ____________________________ (Telephone Number) (Email Address)
219
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Equal Employment Opportunity Certification 1 of 1

EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder ______________________________________________________________ and proposed subcontractor hereby certifies that it has _____, has not ____ participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that where required, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements.

NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts that are subject to the equal opportunity clause. Contract and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt).

Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and the subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60.1.7(b)(1) prevents the award of contract or subcontracts unless such Contractor submits a reporting covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.

The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.

The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 220
City of Belmont Contract Documents
Project: 2023=5 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Non-Collusion Declaration 1 of 1

NON-COLLUSION DECLARATION
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
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 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 his or her 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].

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder)

221
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Debarment and Suspension Certification 1 of 1

DEBARMENT AND SUSPENSION CERTIFICATION
Title 49, Code of Federal Regulations, Part 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• Does not have a proposed debarment pending; and
• Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 222
223
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 1 of 10 BIDDER’S STATEMENT OF RESPONSIBILITY

(Must be executed by Bidder and submitted with Bid)

1. SCOPE OF THIS STATEMENT OF RESPONSIBILITY. In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder shall provide the information required herein as a part of its Bid.

1.1. City’s Right to Use the Bidder’s Statement of Responsibility. The City shall use the information required by this Statement of Responsibility for the sole purpose of determining the Bidder’s “responsibility.” While the City conducts its deliberative process to determine whether a bidder is “responsible,” the City will not disclose “confidential” information (as identified by the Bidder pursuant to paragraph 1(b), below) unless otherwise compelled by a court order. However, if there is a challenge regarding the City’s determination of whether a Bidder is “responsible,” the City shall have the right to use any and all information contained herein in support of the City’s determination, and the Bidder waives any claim against the City for the City’s use of information for this intended purpose.

1.2. Bidder’s Obligation to Identify Confidential Information. If a Bidder believes that any portion of this Statement of Responsibility is “confidential” and not legally subject to public disclosure in accordance with the requirements of the California Public Records Act (Government Code Sections 6250, et seq), the Bidder shall: (1) clearly mark the relevant portions of the Statement of Responsibility as “Confidential”; and (2) upon request from the City, identify the legal basis for exception from disclosure under the Public Records Act; and (3) the Bidder shall defend, indemnify, and hold harmless the City regarding any claim by any third party for the public disclosure of the “Confidential” portion of the Statement of Responsibility; and (4) if the Bidder fails to identify information as “Confidential,” or if the Bidder fails to defend and indemnify the City regarding any claim by any third party for the public disclosure of a “Confidential” portion of the Statement of Responsibility, the Bidder shall hold the City harmless and waive any claim against the City for any damages allegedly related to any public disclosure of any portion of the Statement of Responsibility.

1.3. Additional Pages. If additional pages are required to respond to any of the questions set forth in this Statement of Responsibility, the Bidder shall describe and list the additional pages in Section 16, below.

2. EXPERIENCE

2.1. How many years has the Bidder been performing work as a contractor under the present business name?

2.2. If any of the experience listed in this document refers to work performed under a different name, list the different business names and describe the relationship to the present business name on a separate page (list the additional pages in Section 13 below).

3. CURRENT WORK IN PROGRESS

3.1. For how many construction projects is the Bidder under contract to perform (which are currently under construction)? ___________________________________________

3.2. What is the total dollar amount of the construction contracts listed in Subsection 3.1? _________________________________________________________________ 3.3.

What is the total bonding capacity of the Bidder? ___________________________

3.4. How many construction contracts listed in 3.1 are:

3.2.1. in an amount of 50% or less of the Total Bid Amount? ________________________________

3.2.2. in an amount between 50% and 100% of the Total Bid Amount? __________________________ 224
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 2 of 10

3.2.3. in an amount between 100% and 150% of the Total Bid Amount? _______________________

3.2.4. in an amount over 150% of the Total Bid Amount? ______________________________________

3.5. List the name of the project (with Contract Amount and Anticipated Completion Date), the name of the City/Client entity, and a City/Client contact person (with name and telephone number), for three current active projects referred to in Section 3.4:

3.5.1. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________

3.5.2. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________

3.5.3. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________

City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) _________________________________________

4. COMPLETED WORK

Provide the requested information set forth below for the: (1) three most recent projects completed of a similar character to this Project (performed as a general contractor); and (2) three most recent public works projects completed (performed as a general contractor).

4.1. Three most recent projects completed of a similar character to this Project:

4.1.1. Project Name: _____________________________________________________

Project Description:_________________________________________________ ___________________________________________________________________ ___________________________________________________________________

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Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 3 of 10 Contract Amount ___________________________________________________ Date Completed:_____________________________________________________ Owner: _____________________________________________________________ Contact Person: _____________________________________________________

Contact Person’s Phone Number: _________________________

4.1.2. Project Name ________________________________________________ Project Description _____________________________________________ _____________________________________________________________

Contract Amount: ______________________________________________

Date Completed: _______________________________________________ Owner: ______________________________________________________ Contact Person: _______________________________________________

Contact Person’s Phone Number: _________________________________

4.1.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Owner: ________________________________________________________ Contact Person: _________________________________________________

Contact Person’s Phone Number: ___________________________________

4.2. Three most recent public works project (City, State, County) completed:

4.2.1. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________ 226
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Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 4 of 10

Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

4.2.2. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

4.2.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________

Contract Amount: ________________________________________________

Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________

Contact Person’s Phone Number: ___________________________________

5. CLAIMS HISTORY

5.1. Has any claim been made against your company in the past five years, which has resulted in arbitration or litigation?___________

5.2. Has your company made any claim against any City or client in the past five years, which has resulted in arbitration or litigation?___________

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Project: 2025 Pavement Project
City Contract Number 2025-637
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Bid Forms / Bidder’s Statement Of Responsibility 5 of 10

5.3. If you answered “yes” to subsections 5.1 or 5.2 above, describe the claim(s) using the format below:
(use additional sheets if necessary).

5.3.1. Project Name __________________________________________ Claim Amount ________________________________________

Other Party Entity Name ______________________________________ Other Party Contact _________________________________________ (Name and Phone) __________________________________________

6. Describe the claim(s) on a separate sheet (see Section 14, below).

7. CONTRACT TERMINATION

7.1. Has your company ever been terminated by a City or client, or rejected from bidding on a public works project in the last five (5) years? ___________________. If yes, identify each and provide an explanation below:

7.2. Project Name ______________________________________________________ City/Client Entity Name _______________________________________________ City/Client Contact
(Name and Phone) _________________________________________________ Date of Termination/Rejection __________________________________________ Explanation _________________________________________________________ ____________________________________________________________________ ____________________________________________________________________

8. If more than one (1), describe on additional sheet (see Section 14, below).

9. COMPLETION BY SURETY

9.1. Has your company ever failed to satisfactorily complete a construction contract, or has a surety ever completed any portion of a construction contract of your company within the last five (5) years? _________________. If yes, provide an explanation below:

9.2. Project Name ________________________________________________________ Surety Contact
(Name and Phone) __________________________________________________

Date Surety Took Over _________________________________________________ Explanation ___________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ 228
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 6 of 10

10. If more than one (1), describe on additional sheet (see Section 13, below).

11. STORM WATER BEST MANAGEMENT PRACTICES

11.1. Has bidder violated the Storm Water Best Management Practices for illegal or improper discharge(s) into storm drain systems two (2) or more times within the past five (5) years?  Yes
 No
Note: This question refers to your firm’s violation of sewer overflow to the storm drain system that was required to be reported to the State Water Board.

12. SEWER AND WATER CROSS-CONTAMINATION

12.1. Has work performed by the bidder resulted in cross-contamination with water and sewer facilities within the past five (5) years?
Yes
No

13. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) COMPLIANCE

13.1. Has the federal Occupational Safety and Health Administration cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five (5) years?
Yes
No
If “Yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.

14. PUBLIC WORKS CONTRACTS

14.1.In the last five (5) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder?  Yes
 No
If “Yes,” explain on a separate signed page. Identify the year of the event, the owner, the project, and the basis for the finding by the public agency.

15. ADDITIONAL DOCUMENTS

In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder may be required to submit additional documents.

16. ADDITIONAL PAGES
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City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 7 of 10

The Bidder declares that the pages listed in this Subsection were added and included with these Bid Documents in order to accurately respond to the Bidding Requirements. The following descriptions include the general nature of the additional information. If no additional pages are submitted, write “None” on the blank line.
______________________________________________________________________

______________________________________________________________________

______________________________________________________________________

17. QUALIFYING EXPERIENCE FOR PIPE BURSTING
The contractor/subcontractor performing all pipe bursting work must have completed at least five (5) projects containing a total of 5,000 linear feet of new 8-inch or larger pipe installed by pipe bursting in wastewater, water, or storm systems in the US within the past five (5) years. Contractor shall submit the following minimum information for at least five (5) projects performed by the contractor/subcontractor performing all pipe bursting work, to meet the requirements herein.

Any failure to submit and meet these minimum experience qualifications with the bid will render the bid non responsive.

Projects submitted for qualification which were not installed under the contractor’s or subcontractor’s license used to bid will not be considered.

This information shall be submitted with the Contractor’s Bid:

17.1. Three most recent projects completed of a similar character to this Project:

17.1.1. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Host Pipe Size(s) (inches): ________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity(ies) of pipe burst (lineal feet): ______________________________

17.1.2. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ 230
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 8 of 10 ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Host Pipe Size(s) (inches): ________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity(ies) of pipe burst (lineal feet): ______________________________

17.1.3. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Host Pipe Size(s) (inches): ________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity(ies) of pipe burst (lineal feet): ______________________________

17.1.4. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Host Pipe Size(s) (inches): ________________________________________ New Pipe Size(s) (inches): ________________________________________ Quantity(ies) of pipe burst (lineal feet): ______________________________

17.1.5. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Host Pipe Size(s) (inches): ________________________________________ New Pipe Size(s) (inches): ________________________________________ 231
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 9 of 10 Quantity(ies) of pipe burst (lineal feet): ______________________________

18. QUALIFYING EXPERIENCE FOR CURED IN PLACE PIPE (CIPP) The contractor/subcontractor performing all CIPP work must have completed at least five (5) projects containing a total of 10,000 linear feet of 6-inch or larger CIPP in wastewater or storm collection systems in the US within the past five (5) years. The curing method used on the submitted experience shall match the curing method identified in the Technical Specifications Section 02900 to be considered qualifying experience. Contractor shall submit the following minimum information for at least five (5) projects performed by the contractor/subcontractor performing all CIPP work, to meet the requirements herein..

Any failure to submit and meet these minimum experience qualifications with the bid will render the bid non responsive.

Projects submitted for qualification which were not installed under the contractor’s or subcontractor’s license used to bid will not be considered.

This information shall be submitted with the Contractor’s Bid:

18.1. Three most recent projects completed of a similar character to this Project:

18.1.1. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.2. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ 232
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 10 of 10 Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.3. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.4. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ Method of Curing Used: __________________________________________

18.1.5. Project Name: ________________________________________________ Project Owner, Contact Person, Address, and Phone Number:
______________________________________________________________ ______________________________________________________________ ______________________________________________________________ Project Location: ________________________________________________ Date Completed: ________________________________________________ Pipe Size(s) (inches): ____________________________________________ Quantity(ies) of Qualifying CIPP Installed (lineal feet): _________________ CIPP Manufacturer and Product Name: ______________________________ 233
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 11 of 10 Method of Curing Used: __________________________________________

19. PENALTY OF PERJURY

Bidder hereby declares and certifies under penalty of perjury under the laws of the State of California that the information contained herein is true, correct, and complete.

IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity and authority to sign this document on behalf of the Bidder, and have caused this document to be executed by setting hereto their names, titles and signatures.

BIDDER: _______________________________________________________________________ (Signature) (Date)

_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)

_______________________________________________________________________ (Legal Name of Bidder)
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Project: 2025 Pavement Project
City Contract Number 2025-637
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Bid Forms / Bid Bond 1 of 1
BID BOND Bond No. ______
WHEREAS, (“Principal”) submitted a Bid to the City of Belmont (“City”) for the Project identified on this Bond, and the terms of the Bid require the Principal to submit bidder’s security.

NOW, THEREFORE, Principal and (“Surety”), are
hereby held and firmly bound unto the City in the amount of ten percent (10%) of the Bid Amount set forth in the Principal’s Bid (the terms and conditions of which are incorporated herein by reference) for the above referenced Project, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal’s Bid is rejected by the City, or if Principal’s Bid is accepted by the City and the Principal properly executes and submits to the City the Agreement and all required documents (including the Faithful Performance Bond, the Labor and Material Bond, and the proof of insurance), then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.

The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by an 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 shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall 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

NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Construction Agreement 1 of 17

CONSTRUCTION AGREEMENT
This Construction Agreement (hereinafter “Agreement”) is made and entered into by and between the CITY OF BELMONT, a municipal corporation (hereinafter “City”), and [***INSERT LEGAL NAME OF CONTRACTOR***name of business and description of legal entity, i.e., LLC, Partnership, Corporation, etc.] (hereinafter “Contractor”).

RECITALS

A. In accordance with the applicable provisions of State law, including the California Public Contract Code, and local law, including the Belmont City Code, the City issued an invitation for competitive bids for this Project.

B. In response to the invitation for bids, the Contractor submitted the Bid Forms (with a Bid Amount of $______), which are incorporated herein by reference, which were found by the City to be responsive to the invitation for bids.

C. After reviewing all bids submitted in response to the invitation for bids, the City found the Contractor to be the Lowest Responsible Bidder, and the Awarding Body awarded this Agreement to the Contractor on ______ [***INSERT DATE OF AWARD***].

D. The Project is more specifically described in the Contract Documents, but generally includes the following items of work: Construction of new sewer mains, manholes, and appurtenances, demolition abandonment of existing sewer infrastructure, rehabilitation of existing sewer mains and manholes, and other items as identified in the Contract Documents (the “Work”).

NOW THEREFORE, THE PARTIES MUTUALLY AGREE AS FOLLOWS:

1. SCOPE OF WORK. The Contractor shall perform, or cause to be performed, the Work described in the Contract Documents (hereinafter “Work”), to the satisfaction of the City Engineer, and subject to the final acceptance by the City.

2. CONTRACT DOCUMENTS.

2.1. List of Contract Documents. The Contract Documents consist of this executed Agreement; all Bidding Documents (including the Invitation for Bids, Instructions to Bidders, Supplemental Instructions to Bidders, Bid Forms, and Addenda (if any) as identified below); the Specifications (including General Conditions, Special Provisions, and all documents incorporated by reference therein, including City Standard Specifications, and Caltrans Standard Specifications), and the Technical Specifications; the Drawings (also referred to as “Plans”); and the Exhibits (including bonds).

2.2. Precedence of Contract Documents. In the event of a conflict between component parts of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows:
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Construction Agreement 2 of 17
Agreement, as amended by contract change orders.

All Bidding Documents, as amended by Addenda.

Technical Specifications
Special Provisions.

General Conditions
City Standard Specifications.

Caltrans Standard Specifications (Standard Specifications for Construction of Local Streets and Roads, State of California, July 2018).

Drawings (also referred to as Plans).

Standard Plans and Standard Details.

Exhibits.

2.3. Addenda. The following Addenda are hereby incorporated into the Contract Documents:

No. Date of Issue:
____ ____________
____ ____________
____

____________

3. CONTRACT TIME.

3.1. After Contractor has provided to City all documents identified in the Instructions to Bidders and the Notice of Award (in a form satisfactory to the City, and in accordance with the requirements of the Contract Documents), City shall schedule the mandatory preconstruction conference, and Contractor shall attend and participate in the pre-construction conference.

3.2. After the pre-construction conference, the City shall issue a Notice to Proceed to Contractor.

The Notice to Proceed will identify the date on which the “Contract Time” commences, and this date may be referred to as the “Contract Commencement Date.” Contractor is authorized to commence Work on the Contract Commencement Date, and Contractor must commence the Work no later than seven days after the Contract Commencement Date. The Work must be diligently prosecuted and all of the Work must be substantially completed within the Contract Time specified in the Invitation For Bids. Time is of the essence in the performance of all obligations under these Contract Documents, and all timing requirements must be strictly adhered to unless otherwise modified by the City in accordance with the Contract Documents. The Contractor must submit all requests for extensions of time to the City, in writing, no later than ten (10) working days after the start of the condition which purportedly caused the delay, and not later than the date on which performance is due.
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Project: 2025 Pavement Project
City Contract Number 2025-637
Construction Agreement 3 of 17

3.3. Within the time set forth in the Special Provisions (or, if no time is specified in the Special Provisions, with seven (7) calendar days after written request from the City), Contractor shall submit to the City all required documents, including the following:

Contractor’s safety program, and identification of Contractor’s safety officer.

Contractor’s cost distribution schedule of prices (schedule of values).

Contractor’s Construction Schedule.

Contractor’s schedule of submittals.

Copies of all required documentation for each subcontractor, including: State Contractor’s License, identification of each subcontractors’ authorized representative, copy of contract between Contractor and each subcontractor.

4. CONTRACT AMOUNT. City shall pay to Contractor, for the performance of the Work, the Contract Amount identified in the Bid Documents, subject to adjustment of estimated quantities (to reflect actual work performed by the Contractor), and as modified according to the terms of the Contract Documents. The Contractor’s compensation shall include all costs incurred by the Contractor in the performance of the Work, including: furnishing all labor (including supervision), materials (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), equipment, tools, transportation, and services necessary to complete the Work (including costs to protect the Work, and all damages to the Work prior to acceptance of the Work by the City, unless otherwise specifically provided in the Contract Documents). The Contract Amount identified in the Bid Documents, is $_____________.

5. LIQUIDATED DAMAGES. If Contractor fails to complete the Work within the Contract Time, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum specified in the Invitation for Bids for each calendar day after the expiration of the Contract Time that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Time. This provision for liquidated damages shall not be applicable nor act as a limitation upon the City if Contractor abandons the Work. In such event, Contractor shall be liable to the City for all losses incurred.

6. CONTRACTOR REPRESENTATIVE. At all times during the progress of the Work, Contractor shall have a competent supervisor, foreman, or superintendent (hereinafter “Contractor Representative”) on site with authority to act on behalf of the Contractor. The Contractor Representative shall be authorized by the Contractor to sign, send, and receive all notices contemplated or required by the Contract Documents, and authorized to direct all Work being performed by (or on behalf of) the Contractor. The Contractor shall, at all times, keep the City Engineer informed in writing of the name and telephone number of the Contractor Representative.

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City Engineer in a good faith effort to resolve any outstanding issues related to performance required by the Contract Documents. The Contractor shall, at all times, keep the City Engineer informed in writing of the names and telephone numbers of all subcontractors performing the Work.

7. ACCESS TO THE SITE. In order to permit the City to inspect the Work, the Contractor shall, at all times, provide to the City (including agencies and entities designated by the City) proper and safe access to the Project site, and all portions of the Work, and to all shops wherein portions of the Work are in preparation.

8. DOCUMENTATION AND RECORD KEEPING.

8.1. Contractor’s Project Records. Contractor’s Project records shall include all of Contractor’s accounting records, employment records, and project work records for all employees, subcontractors, and suppliers, including: the Contract Documents, one record copy of the plans and specifications, change orders, requests for clarifications, instructions from the City, contracts with suppliers and subcontractors, correspondence, submittals, samples, shop drawings, invoices, receipts, vouchers, purchase orders, notes, daily logs, and memoranda relating to the Work.

8.2. Contractor’s Maintenance of Project Records. Contractor shall keep and preserve Project records in accordance with generally accepted accounting principles and state law requirements. During performance of the Work, Contractor shall keep all of Contractor’s Project records in a secure location at the Project Site. After completion of the Work, Contractor shall maintain the Project records for no less than four years after final completion of the Work.

8.3. Audit by the City. All of Contractor’s Project records, as identified above, shall be made available to the City (including agencies and entities designated by the City), and the Contractor shall provide copies of the Contractor’s records upon request by the City.

9. RESPONSIBILITY OF CONTRACTOR AND SUBCONTRACTORS.

9.1. Contractor is an independent contractor and is solely responsible for all acts of its employees, agents, or subcontractors, including any negligent acts or omissions. Contractor is not City’s employee and Contractor shall have no authority, express or implied, to act on behalf of the City as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.

9.2. For each subcontractor performing any portion of the Work for this Project, the Contractor shall include a provision in the subcontract documents incorporating by reference the requirements of these Contract Documents, to require the subcontractor to comply with the requirements of these Contract Documents as related to the portion of the Work performed by the subcontractor. This requirement shall specifically include: indemnification of the City (Agreement Section 16), business tax compliance (Agreement Section 12), insurance (Agreement Section 14), and nondiscrimination and compliance with law (Agreement Section 11.1).
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10. CONFLICTS OF INTEREST. Contractor (including its employees, agents, and subcontractors) shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Agreement. In the event that Contractor maintains or acquires such a conflicting interest, any contract (including this Agreement) involving Contractor’s conflicting interest may be terminated by the CITY.

11. COMPLIANCE WITH LAW. The Contractor shall comply with all applicable legal requirements including all federal, state, and local laws (including ordinances, resolutions, and City Regulations), whether or not said laws are expressly stated in this Agreement.

11.1. Nondiscrimination. Contractor shall comply with all applicable federal, state, and local laws regarding nondiscriminatory employment practices, whether or not said laws are expressly stated in this Agreement. Contractor shall not discriminate against any employee or applicant because of race, color, religious creed, national origin, physical disability, mental disability, medical condition, marital status, sexual orientation, or sex.

11.2. Labor Compliance. Contractor must comply with all applicable federal, state, and local laws regarding labor compliance, including, but not limited to, all applicable provisions related to working hours, the payment of prevailing wages, travel and subsidence payments, apprentices, payroll records, and labor code penalties (as required by California Labor Code Sections 1720 through 1861, and as outlined in the General Conditions). Copies of the prevailing wage rates are on file with the City Engineer, and shall be made available to any interested party upon request. See General Conditions Section 19 for more detail.

11.3. Department of Industrial Relations Registration. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.

11.4. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.

12. PERMITS AND LICENSES. The Contractor must obtain and maintain all necessary permits and licenses for the performance of the Work.

12.1. Belmont Business License Tax. Contractor must apply for and pay the business tax and registration tax for a business license, in accordance with the Belmont City Code.

12.2. Fees, Royalties, and Patents. Contractor must pay all license fees and royalties related to or necessary for the Work and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others. 240
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13. IMPROVEMENT SECURITY. Concurrently with the execution of this Agreement by the Contractor, and before the commencement of any Work, the Contractor shall furnish improvement security, in a form substantially the same as that set forth in the Exhibits, attached hereto, or in an alternate form authorized by state law and approved by the City, in the following amounts:

13.1. Faithful Performance security in the amount of 100 % of the Contract Amount to secure faithful performance of this Agreement (until the date on which the City accepts the Work as complete).

13.2. Labor and Material security in the amount of 100% of the Contract Amount to secure payment by the Contractor to laborers and materialmen (until the date on which claims are required to be made by laborers and materialmen pursuant to law).

13.3. Warranty security in the amount of 10% of the Contract Amount to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).

14. INSURANCE. Contractor must, throughout the duration of this Agreement, maintain insurance to cover Contractor (including its agents, representatives, subcontractors, suppliers, and employees) in connection with the performance of Work under this Agreement, including against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work. This Agreement identifies the minimum insurance levels with which Contractor must comply; however, the minimum insurance levels do not relieve Contractor of any other performance responsibilities under this Agreement (including the indemnity requirements).

City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.

14.1. Coverage. Contractor must maintain insurance in the following minimum levels:

Workers’ Compensation. Workers’ compensation coverage as required by the State of California, with statutory limits.

Commercial General Liability (CGL). Commercial general liability with coverage at least as broad as ISO form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury in an amount not less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit must apply separately to this project/location or the general aggregate limit must be twice the required occurrence limit.

Employer’s Liability. Employer’s liability in an amount not less than $1,000,000 per accident for bodily injury or disease.

Automobile Liability. Automobile liability with coverage at least as broad as ISO Form Number CA 0001 covering Code 1 (any auto) in an amount not less than $5,000,000 per accident for bodily injury and property damage (coverage required to the extent applicable to Contractor’s vehicle usage in performing services hereunder).

Professional Liability. For design-build projects, or if the Work requires Contractor to provide professional services related to environmental hazards, professional liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate. 241
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Contractors’ Pollution Legal Liability. If the Work involves environmental hazards, Contractors’ pollution legal liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

Asbestos Legal Liability. If the Work involves asbestos removal, asbestos legal liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

Builder’s Risk (Course of Construction). Builder’s risk insurance utilizing an “All Risk” (Special Perils) coverage form in an amount equal to the completed value of the project and no coinsurance penalty provisions.

14.1.8.1. Builder’s Risk insurance must name City as a loss payee as their interest may appear.

14.1.8.2. If the project does not involve new or major reconstruction, at the option of City, an Installation Floater may be acceptable. For such projects, a Property Installation Floater shall be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The Property Installation Floater shall provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the Work, including during transit, installation, and testing at the Entity’s site.

14.2. Additional Coverage. Contractor may carry, at its own expense, any additional insurance it deems necessary or prudent. If Contractor maintains higher levels than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum levels of insurance and coverage shall be available to the City.

14.3. Insurer Qualifications. Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the Entity. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

14.4. Deductibles. Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either:

Contractor must reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or, Contractor must provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration and defense expenses.

14.5. Subrogation Waiver. Contractor hereby grants to City a waiver of any right to subrogation which any insurer of Contractor may acquire against the City by virtue of the payment of any loss under such insurance. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy must be endorsed with a waiver of subrogation in favor of City for all work performed by Contractor, its employees, agents and subcontractors. This provision applies regardless of whether or not the City has requested or received a waiver of subrogation endorsement from the insurer. 242
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14.6. Evidence of Coverage. Concurrently with the execution of this Agreement, Contractor must furnish City with original certificates and amendatory endorsements, or copies of information or declaration page listing all policy endorsements of the insurance required hereunder. However, failure to obtain the required documents before the work beginning shall not waive Contractor’s obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

14.7. Endorsements. The insurance policies must be endorsed as follows:

For commercial general liability and automobile liability insurance, the City (including its elected officials, employees, and agents) must be named as an additional “insured”. The endorsement must include liability arising out of work or operations performed by or on behalf of Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed by or on behalf of Contractor. For commercial general liability, the policy must be endorsed with a form at least as broad as ISO form CG 20 10, GC 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used.

Contractor’s insurance is primary to any other insurance (including self-insurance) available to the City (including its elected officials, employees, and agents) with respect to any claim arising out of this Agreement. Any insurance maintained by the City shall be excess of the Contractor’s insurance and shall not contribute with it.

No policy shall be canceled, limited, or allowed to expire without renewal until after 30 days written notice has been given to the City by first class mail.

14.8. Claims Made Policies. If any required coverage is made on a claims-made form:

The “Retro Date” must be shown, and must be before the date of the contract or the beginning of contract work.

Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

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.

A copy of the claims reporting requirements must be submitted to City for review.

If the services involve lead-based paint or asbestos identification/remediation, Contractor’s Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, Contractor’s Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

14.9. Subcontractors. Contractor must require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor must ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors must provide coverage with a format least as broad as CG 20 38 04 13. 243
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15. REPORTING DAMAGES. If any damage (including death, personal injury or property damage) occurs in connection with the performance of this Agreement, Contractor must immediately notify the City Risk Manager’s office by email at [email protected], and Consultant shall promptly submit to the City’s Risk Manager and the City’s Authorized Representative, a written report (in a form acceptable to the City) with the following information:
(a) name and address of the injured or deceased person(s), (b) name and address of witnesses, (c) name and address of Consultant's insurance company, and (d) a detailed description of the damage and whether any City property was involved.

16. RESPONSIBILITY FOR LOSS.

16.1. The City and its elected officials, officers, employees, agents and volunteers, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the work; for injury to or death of any person (including but not limited to workers or the public) from any cause whatsoever; or for damage to property from any cause whatsoever.

16.2. The Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person (including but not limited to workers and the public) or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City of Belmont and its elected officials, officers, employees, agents and volunteers from all claims, suits or actions of every name, kind and description brought for, or on account of, injuries to or death of any person (including but not limited to employees of Contractor, of subcontractor, or of any other person, firm or entity and the public) or damage to property arising from any cause whatsoever during the progress of the work or at any time before its final completion and acceptance. Contractor’s indemnification shall specifically include, but not be limited to, all claims arising out of: contract claims, property damage, personal injury, and any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include any and all costs, expenses, court costs, attorneys’ fees and liability incurred by the City in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures City incurs by reason of such matters. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. This indemnification shall survive termination of the Contract.

The Contractor waives any and all rights to any type of express or implied indemnity against the City, and its officers, officials, agents, employees and volunteers. It is the intent of the parties that the Contractor shall indemnify and hold harmless the City, and its elected officials, officers, agents, employees and volunteers from any and all claims, suits, or actions arising from any cause whatsoever as set forth above regardless of the existence or degree of fault or negligence on the part of the City, the Contractor, the subcontractor or employee of any of these, other than the sole negligence, active negligence or willful misconduct of the City, and its elected officials, officers, agents, employees and volunteers.
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16.3. In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Agreement as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid.

16.4. Neither the elected officials, officers, agents, employees not volunteers of City, nor any officer or employee of any county, city or district shall be personally responsible for any liability arising under or by virtue of the Agreement.

16.5. Nothing in the Agreement is intended to make the public or any person a third party beneficiary under this Contract, nor is any term and condition or other provision of the Agreement intended to establish a standard of care owed to the public or any member thereof. Attention is directed to Section ___, “Insurance Provisions,” of the General Conditions for the Contractor's responsibility for providing and maintaining insurance.

17. ACCEPTANCE OF WORK. Before acceptance of the Work by the City, the Contractor shall be solely responsible for maintaining the quality of the Work, and maintaining safety at the Project site. The Contractor’s obligation to perform the Work shall not be satisfied until after the City Engineer has made a written determination that all obligations of the Agreement have been satisfied and all outstanding fees and charges have been paid, and the City has accepted the Work as complete.

18. WARRANTY.

18.1. Quality of Work. Contractor warrants to the City that all materials and equipment used in or incorporated into the Work will be of good quality, new, and free of liens, claims, and security interests of third parties; and that the Work will be of good quality and free from defects; and that the Work will conform with the requirements of the Contract Documents.

18.2. Documentation of Warranty. If required by the City Engineer, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. If required by the Contract Documents, the Contractor shall provide a written warranty from the manufacturer or supplier.

18.3. Warranty Period. The Contractor shall warrant the quality of the Work, in accordance with the terms of the Contract Documents, for the “Warranty Period.” The Warranty Period shall be a one year period (unless a longer period of time is specified in the Contract Documents) commencing as follows: (a) for any Work not identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Substantial Completion; and (b) for any Work that is identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Final Completion.

18.4. Default During Warranty Period. In the event that (during the Warranty Period) any portion of the Work is determined by the City Engineer to be defective as a result of an obligation of the Contractor under this Agreement (including any faulty workmanship or material, or any failure of the Work to operate in accordance with the requirements of the Contract Documents), the Contractor shall be in default.

19. DEFAULT.
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19.1. Notice of Default. In the event that the Contractor is in default of this Agreement, as defined in this section, the City Engineer shall provide written notice to the Contractor and the Contractor’s surety (if any) in which the default is described.

19.2. Circumstances Constituting Default. Contractor shall be in default of this Agreement if the City Engineer determines that any one of the following conditions exists:

Contractor fails to perform any portion of the Work in accordance with the timing requirements of the Construction Schedule.

Contractor abandons the Project site.

Contractor fails to replace or repair any damage caused by Contractor or its agents, representatives, contractors, subcontractors, or employees in connection with performance of the Work.

Contractor fails to supply workers, subcontractors, or other personnel with the skills, certifications, or licenses required by the Contract Documents.

Contractor violates any legal requirement related to the Work.

Contractor is insolvent, files for bankruptcy, makes a general assignment for the benefit of its creditors, or fails to pay its debts as they become due.

Contractor fails to perform any portion of the Work in accordance with the requirements of the Contract Documents.

19.3. City Remedies. The City may, in the discretion of the City Engineer, take any or all of the actions identified in this subsection, if the Contractor fails to: (a) promptly commence, and diligently and continuously prosecute the cure of the default, or (b) within ten (10) days, cure the default, or provide adequate written assurance to the satisfaction of the City Engineer that the cure will be promptly commenced and diligently prosecuted to its completion:

Demand the Contractor to complete performance of the Work (including repair, or removal and replacement, of nonconforming Work).

Issue a Notice of Suspension of Work, by which the Contractor shall suspend all Work except for those portions of the Work authorized by the Notice, and for which the Contractor shall not be entitled to any adjustment of the Contract Amount or Contract Time.

Notwithstanding the timing requirements of this Section 19.3, if the City Engineer determines that a default may have a potentially adverse impact on the safety of persons or property (including but not limited to a failure by the Contractor to maintain documentation of insurance or improvement security as required by this Agreement), the City Engineer may immediately issue a Notice of Suspension of Work in accordance with this subsection.

Cure the default and charge the Contractor for all costs resulting therefrom, including administrative costs (including City staff costs, City consultant costs, and attorney’s fees) and interest in an amount equal to seven percent (7 %) per annum from the date of default, which charge may be deducted by the City from amounts otherwise payable to the Contractor.

Remove the Contractor from the site and demand the Contractor’s surety (if any) to complete performance of the Work.
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Take possession of the Project site and all materials, supplies, equipment, tools, and construction equipment and machinery thereon owned by Contractor; accept the assignment of any or all of the subcontracts; and then complete the Work by any method the City may deem expedient. If requested by the City, Contractor shall remove any part or all of Contractor’s materials, supplies, equipment, tools, and construction equipment and machinery from the Project site within seven (7) days of such request; and if Contractor fails to do so, the City may remove or store, and after ninety (90) days sell, any of the same at Contractor’s expense.

Terminate the Contract.

19.4. Termination for Default. In the event that the Contract is terminated by the City in accordance with this section:

Contractor shall not be entitled to receive any further payment until the expiration of thirtyfive (35) days after Final Completion and acceptance of all Work by the City If the unpaid balance of the Contract Amount (to which the Contractor is otherwise entitled in accordance with the Contract) exceeds the cost of completing the Work (including all additional costs and expenses made necessary thereby, plus all losses sustained, including any liquidated damages provided under the Contract Documents), such excess shall be paid to Contractor. If the cost of completing the Work exceeds the unpaid balance of the Contract Amount, Contractor shall pay such excess to the City.

No termination or action taken by the City after termination shall prejudice any other rights or remedies of the City provided by law or by the Contract Documents upon such termination; and the City may proceed against Contractor to recover all losses suffered by the City.

20. NOTICES. All notices or demands which the Contract Documents contemplates or requires shall be in writing and shall be delivered to the respective party as set forth in this section.

Communications shall be deemed to be effective on the first to occur of: (a) actual receipt by a party’s Authorized Representative; (b) actual receipt at the address designated below; or (c) three working days following the deposit in the United States Mail of registered or certified mail, sent to the address designated below. The Authorized Representative of either party may modify their respective contact information identified in this section by providing notice to the other party.

TO: City of Belmont To: Contractor
Attn: Bozhena Palatnik ttn
Senior Civil Engineer
One Twin Pines Lane, Suite 385
Belmont, CA 94002

21. HEADINGS. The heading titles for each paragraph of the Contract Documents are included only as a guide to the contents and are not to be considered as controlling, enlarging, or restricting the interpretation of the Contract Documents.
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22. SEVERABILITY. If any term of the Contract Documents (including any phrase, provision, covenant, or condition) is held by a court of competent jurisdiction to be invalid or unenforceable, the Contract Documents shall be construed as not containing that term, and the remainder of this Agreement shall remain in full force and effect; provided, however, this section shall not apply to the extent that enforcement of the Contract Documents without the term would be grossly inequitable under all the circumstances or would frustrate the purposes of the Contract Documents.

23. INTERPRETATION OF CONTRACT DOCUMENTS.

23.1. Governing Law, Jurisdiction, and Venue. The interpretation, validity, and enforcement of the Contract Documents shall be governed by and construed under the laws of the State of California.

Any suit, claim, or legal proceeding of any kind related to this Agreement shall be filed and heard in a court of competent jurisdiction in the County of San Mateo.

23.2. Industry Standards. When Contract terms have a customary technical or trade meaning, the terms shall be interpreted in accordance with that meaning.

23.3. Standard Specifications and Codes. References to any regulations (including: standard specifications, manuals or codes of a technical society, organization or association; or laws or regulations of any governmental authority) shall mean the regulations in effect at the time of the Bid Opening, unless otherwise specifically identified in the Contract Documents.

24. ATTORNEY’S FEES. In the event any legal action is commenced to enforce the Contract Documents, the prevailing party is entitled to reasonable attorney’s fees, costs, and expenses incurred, not to exceed $10,000.

25. ASSIGNMENT AND DELEGATION.

25.1. Assignment of The Contract Documents. The Contract Documents, and any portion thereof, shall not be assigned or transferred, nor shall any of the Contractor’s duties be delegated, without the written consent of the City. Any attempt to assign or delegate the Contract Documents without the written consent of the City shall be void and of no force or effect. A consent by the City to one assignment shall not be deemed to be a consent to any subsequent assignment.

25.2. Antitrust Claims. As required by the instructions to bidders and Government Code Section 4552, the Contractor hereby agrees to assign to the City, all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Action (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. The Contractor further warrants that all goods, services, and materials provided to the City in accordance with this Contract are free and clear of all liens and encumbrances.

26. MODIFICATIONS. The Contract Documents may not be modified orally or in any manner other than by an agreement of the parties, in writing, in accordance with requirements of the Contract Documents.
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27. WAIVERS. Waiver of a breach or default under the Contract Documents shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of the Contract Documents.

28. CONFLICTS. If any conflicts arise between the terms and conditions of this Agreement and the terms and conditions of the attached exhibits or any documents expressly incorporated, the terms and conditions of this Agreement shall control.

29. ENTIRE AGREEMENT. The Contract Documents, including all documents incorporated herein by reference, comprise the entire integrated understanding between the City and Contractor concerning the Work to be performed for this Project. The Contract Documents supersede all prior negotiations, agreements, and understandings regarding this matter, whether written or oral. The Contract Documents are complementary; what is called for in one is binding as if called for by all.

To the extent that portions of the Contract Documents are not attached to this Agreement, they shall be deemed incorporated herein by reference.

30. SIGNATURES. The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute the Contract Documents on behalf of the respective legal entities of the Contractor and the City. The Contract Documents shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.

IN WITNESS WHEREOF the City and the Contractor do hereby agree to the full performance of the terms set forth herein.

By:

CITY OF BELMONT
By:

Afshin Oskoui, City Manager
Date:

By:

Date:

APPROVED AS TO FORM
Scott M. Rennie, City Attorney

FUNDING VERIFIED
Grace Castaneda, Finance Director
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CORPORATIONS
XYZ Land Development Inc,
a California corporation

By: __________________

Its: __________________

[needs to be officer from the operations side:

President, CEO, Vice President]

By: ___________________

Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – e.g. general manager, etc. – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation 250
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Construction Agreement 16 of 17

GENERAL PARTNERSHIPS
XYZ Land Development,
a California general partnership

By: _____________________

Its: General Partner

LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership

By: _______________________

Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]

In many cases the general partner will be a corporation so the signature block would look like this:

XYZ Land Development, LP,
A California limited partnership

By: ABC Developers, Inc,
a California corporation

Its: General Partner

By: ____________________

Its: President, CEO, VP

By: ________________________

Its: Secretary, Treasurer, CFO

LIMITED LIABILITY COMPANY
XYZ Land Development, LLC, a
California Limited Liability Company

By: ______________________

Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]

If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.

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City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Construction Agreement 17 of 17
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253
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Performance Bond 1 of 1
PERFORMANCE BOND Bond No. ___________
WHEREAS,___________________________________________ (“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit performance security.

NOW, THEREFORE, Principal and _______________________________________ (“Surety”), are hereby held and firmly bound unto the City in the amount of $__________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) performs the covenants, conditions, and obligations of the Agreement, including the obligation to indemnify, defend, and hold harmless the City, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.

The Surety’s obligation under this bond shall arise after the City has provided written notice to the Surety, at the address set forth below, of the Principal’s default under the Agreement, and the Principal’s failure to cure the default in accordance with the terms of the Agreement.

The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.

In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall 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

NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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255
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Payment Bond 1 of 1
PAYMENT BOND Bond No. ___________
WHEREAS, ___________________________________________(“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit payment (labor & material) security for the benefit of all “Claimants”; and the term “Claimants” is defined as any of the persons named in California Civil Code Section 3181, or their assigns.

NOW, THEREFORE, Principal and _________________________________ (“Surety”), are hereby held and firmly bound unto the City, and all Claimants, in the amount of $_________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) and all of its subcontractors pay: (a) all Claimants, and (b) all amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Agreement, and (c) all amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor; then this obligation shall become and be null and void; otherwise it shall remain in full force and effect.

The Surety’s obligation under this bond shall arise, and the Surety shall make appropriate payments, after the Surety has received written notice, at the address set forth below, of the Principal’s failure to make payment in accordance with the obligations of the Agreement or this bond. This bond shall inure to the benefit of the City and Claimants, as to give a right of action to any Claimant or their assigns in any suit brought upon this bond. In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond. The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.

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

NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.

By:

Title:

Date:

By:

Title:

Date:

Address for Notices to Surety:
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257
City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-637
Maintenance Bond 1 of 1

MAINTENANCE BOND
(To be executed after acceptance of project by the City Council)

KNOW ALL MEN BY THESE PRESENTS, that we, ______________________ as Principal, and ___________________________________, as Surety, are held and firmly bound unto the City of Belmont (hereinafter called the Obligee), in the penal sum of ____________________________________________ Dollars ($___________) for the payment of which, well and truly to be made, we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

WHEREAS, Principal has heretofore entered into a contract with the Obligee for the _____________________________________Project, City Contract No.______________; and,
WHEREAS, the work called for under the contract has now been completed and accepted by Obligee;
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the Principal shall for a period of one (1) year from and after the date of the completion and acceptance of the contract indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship that may be discovered within the period aforesaid, then this obligation shall be void; otherwise to remain in full force and effect.

All suits at law or proceedings in equity to recover on this bond must be instituted within twelve (12) months after the expiration of the maintenance period provided for herein.

Principal: _______________________ Surety: _______________________ Corporate Seal (where appropriate) Corporate Seal (where appropriate)

_______________________________ _______________________________ Authorized Signature Authorized Signature

_______________________________ _______________________________ Printed name and title Printed name and title

_______________________________ _______________________________ Date Date

_______________________________ _______________________________ Street Address Street Address

_______________________________ _______________________________ City, State, Zip Code City, State, Zip Code
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City of Belmont Contract Documents
Project: 2025 Pavement Project
City Contract Number 2025-673

ALTERNATIVE CLAUSES

1. Identification of Plans. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Bids, these Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, the Special Provisions , and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also referred to as “Plans”).

The Plans specifically include the following documents: 52 SHEETS OF DRAWINGS PREPARED BY Pavement Engineering Inc. and Schaaf & Wheeler Consulting Civil Engineers, DATED March, 2025.

2. Truck Routes. Pursuant to City ordinances, use only authorized truck routes. Additional information is listed below:

The following streets are hereby declared to be truck routes for the movement of vehicles including loads in excess of EIGHT (8) TONS:
• All of Old County road within the City
• O’Neill Avenue from its intersection with Old County Road to its intersection with Kedith Street
The following truck traffic routes shall be limited to a maximum gross weight, including load, of THIRTEEN (13) Tons:
• All of Ralston Avenue
The maximum combined total vehicle weight, plus load, on all remaining streets shall not exceed Eight (8) Tons.

REQUIREMENT FOR PUBLIC NOTIFICATION
If more than fifty (50) yards of material will be hauled, the permit applicant shall be required to notify all property owners within a three hundred (300) foot radius of the date and time that the hauling will take place. (Belmont City Code Section 14-94(f)).

Alternate Improvement Security Clauses for Agreement Section 13:

Warranty security in the amount of 10 % of the Contract Amount (in the form of the Faithful Performance security) to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).

Alternate Insurance Clauses for Agreement Section 14:

Risk Management may require additional insurance coverage (e.g., $3,000,000 for commercial general liability).
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Deductibles and Self-Insured Retentions. Any deductibles (including any self-insured retentions) must be declared to and approved by the City.

If the amount of the deductible for commercial general liability is greater than $______, the Contractor shall either: reduce the deductible to an amount less than or equal to $_____, or the Contractor shall procure a bond in an amount sufficient to guarantee payment of claims within the deductible amount (including losses and related investigations, administration and defense expenses).

If the amount of the deductible for property insurance is greater than $______, the Contractor shall either: reduce the deductible to an amount less than or equal to $_____, or the Contractor shall procure a bond in an amount sufficient to guarantee payment of claims within the deductible amount (including losses and related investigations, administration and defense expenses).

Alternative Clauses 1 of 1
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GENERAL CONDITIONS

CITY OF BELMONT
CITY CONTRACT NUMBER 2025-637
2025 Pavement Project
G.C. 1 STANDARD SPECIFICATIONS
The State of California Department of Transportation Standard Specifications “Caltrans Standard Specifications” (2018) in conjunction with Standard Specifications for Public Works Construction “Greenbook” (2018) shall be the referenced standard specifications for this contract. All work shall conform to the aforementioned standard specifications, including General Conditions, Special Provisions and Technical Specifications, unless otherwise specified in the Contract Documents.

G.C. 2 DEFINITIONS
“City of Belmont,” the “Contractor,” and the “Contract Documents” are identified in the Standard Contract Agreement. The “City of Belmont” and the “Contractor” include their authorized representatives and are treated throughout as if each were singular in number and neuter in gender. “Contractor” includes its surety. Whenever in the Standard Specifications and Contract Documents the following terms are used, they shall be understood to mean and refer to the following:

A. Agency/City The City of Belmont, California
B. Engineer The Director of Public Works and his authorized representatives.

G.C. 3 ENGINEER
The Engineer shall act as the City’s representative during the construction period. He shall determine the amount, quality, acceptability and fitness of parts of the work and interpret the Contract Documents. The Engineer will make visits to the site and determine if the work is proceeding in accordance with the Contract Documents. No act or omission of the Engineer shall relieve the Contractor of the duty to proceed with the work in strict conformity with the Contract Documents.

At least one week prior to the start of work, the Contractor shall furnish to the Engineer a Schedule of Work showing the Contractor’s planned sequence of operations. Such schedule shall be subject to the review and approval of the Engineer. No work shall be done until the Contractor and the Engineer have agreed to the schedule to be followed by the Contractor.

Upon request, the Engineer shall reduce to writing any oral order, objection requirement or determination. All communications to the City by the Contractor shall be via the Engineer.

Whenever the Engineer’s approval is requested, it shall be in writing only.

In accordance with Belmont’s Construction Noise Ordinance, work within the City’s right of way shall be done during normal working hours of 8 am to 5 pm, Monday through Friday.

The Contractor shall hand deliver written notification to the Engineer prior to any emergency overtime, weekend or holiday. The sum of the City Inspector’s pay for inspection of overtime weekend or holiday work performed will be deducted from any moneys due to the Contractor. 261
Overtime is defined as work in excess of 8 hours in a day. The Contractor, and not the Engineer, shall be responsible for the construction means, controls, techniques, sequences, procedures and construction safety.

As stated elsewhere, amounts shown in the Proposal and Contract as to quantities are estimates only. From time to time, the Engineer shall direct the Contractor as to the prosecution of the work in such manner as to increase or decrease such estimates as to the work actually to be done.

The Contractor shall comply with such instructions and shall be paid only for work actually done based on the unit prices set out in the Contract.

G.C. 4 AWARD AND EXECUTION OF CONTRACT
The right is reserved to reject any bids if the Engineer is not satisfied that the bidder is fully qualified to carry out the terms of the Contract.

G.C. 5 PROTECTION
At his expense the Contractor shall:

A. Protect all utilities from damage and not disturb such utilities without approval of the governing agency. Contact Underground Service Alert (USA) at 1-800-227-2600 at least 48 hours prior to commencing excavations.

B. Work with the respective utility companies to assure proper reconnection and relocation of such services. The Contractor is expected to include the cost of working with these utility companies in the price bid for the work involved.

C. Take every precaution against injuries to persons or damage to property.

D. Comply with regulations governing the use of the property. The Contractor shall furnish the City with a copy of written permission from the property owner to the Contractor prior to using private property for any storage of materials, equipment or debris.

E. Store and suitably protect its apparatus, equipment, materials, and supplies in an orderly fashion on site.

F. Place on the work only such loads as are consistent with the safety of the work.

G. Effect all cutting, fitting, or patching or its work required to make it conform to the Plans and Specifications and interrelated with other improvements but, except with the consent of the Engineer, shall not cut or otherwise alter existing improvements.

H. Protect and preserve established benchmarks and monuments, make no changes in the location of such without the prior written approval of the City, and replace and relocate any which may be lost or destroyed or which require shifting because of necessary changes in grades or locations. All replacement and relocation work shall be accomplished only after approval of the City and under the direct supervision and instructions of the Engineer.

I. Before final payment, remove all surplus material, false work, temporary structures, debris, and similar matter resulting from its operation from the site and put the site in an orderly condition.
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J. Construct, operate and maintain all passageways, guard fences, lights, barricades and other facilities required for protection by state or municipal laws and regulations and local conditions during the course of the work.

K. Guard the City’s property from injury or loss.

L. Take all reasonable precautions for dust and noise control and generally conduct operations so as not to constitute a nuisance.

M. Protect existing signs, fences, asphalt pavement, concrete curb, and gutter and other highway facilities which may be encountered in the roadway. The replacement or repair of any facilities which the City deems necessary as a result of the Contractor’s operations shall be done by the Contractor at its own expense and to the satisfaction of the City.

G.C. 6 VALUE ENGINEERING
The City is receptive to proposals from the Contractor identifying ways to reduce project costs and will share 50% of the cost savings with the Contractor if the proposal is accepted. The City encourages the Contractor to submit cost saving proposals on construction methods, products or materials that are equal to, or better than, what is specified by the project plans or specifications.

The City is not obligated to accept and implement the proposal; however, if the City does accept the proposal for implementation, the City will share 50% of the cost savings with the Contractor.

The cost savings shall be limited to the project for which the proposal is made. The City retains the right to implement the Contractor’s proposal on future projects without obligation to sharing the future cost savings. The cost saving/value engineering program is administered by the City in accordance with California Public Contract Code Section 7101.

G.C. 7 CHANGES IN THE WORK
The City shall have the right to make any reasonable changes in the project plans or quantities determined to be necessary or expedient. In case such changes increase or diminish the work shown, the Contractor shall be paid for the work actually done at a mutually agree upon adjustment to the Contract price, based upon the accepted Bid Proposal or according to the provisions of Paragraph 7, Changes in Work. The Contractor shall not be entitled to extra payment, nor shall any claim be made on account of anticipated profits on the work that may be omitted.

G.C. 8 CHANGES IN CONTRACT PRICES
Whenever corrections, alterations, or modifications of the work under this Contract are ordered by the Engineer and increase the amount of work to be done, such added work shall be known as extra work; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as work omitted.

The difference in cost of the work affected by such change will be added to or deducted from the amount of said Contract price, as the case may be, by a fair and reasonable valuation, which shall be determined in one or more of the following ways:
a. By agreed lump sum
b. By agreed unit prices
c. By Force Account
If neither a nor b methods can be agreed upon and the Contractor receives written order to make such changes, the Contractor shall be compensated by Force Account for his actual necessary 263
costs, including labor, material, and equipment rental, as determined by the Engineer, plus a negotiated fixed fee for profit and such overhead items as home and branch office expenses, general expenses, general superintendence, indirect labor, and licenses. The negotiated fixed fee shall not exceed fifteen percent (15%) of actual necessary direct costs.

In addition to the actual cost of labor, the amount due the Contractor shall include the cost of compensation insurance, 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 the Federal Government, as required by the Social Security Act, approved August 14, 1935, as amended to date, plus other payments the Contractor must make to, or on behalf of, the workers.

For use of equipment owned by the Contractor, the rental rates therefore shall be based upon the current prices prevailing in the locality, not to exceed the rates promulgated by the California (State) Department of Transportation in effect at the time the work was performed.

It is understood that labor, materials, and equipment may be furnished by the Contractor, or by the subcontractor, or by others on behalf of the Contractor. When the work is performed by other than the Contractor’s organization, the Contractor shall reach an agreement with such other forces as to the distribution of payments made for such, and no additional payment therefore will be made by the City.

When Force Account work is performed by a bona fide and approved subcontractor, the negotiated fixed fee markup is limited to ten percent (10%) for the subcontractor, and five percent (5%) for the prime Contractor, on the performing subcontractor’s actual costs, and no markup will be allowed for any intermediary subcontractor between the performing subcontractor and the prime Contractor.

All labor furnished on Force Account work shall be adjusted daily upon report sheets, furnished by the Contractor and signed by both parties, which daily report sheets hall thereafter by considered the true record of Force Account labor provided.

In order that a proper estimate may be made by the Engineer of the net cost of labor and materials entered into Force Account work, in accordance with the procedure hereinbefore stated, the Contractor shall furnish weekly an itemized statement of materials and labor supplied together with the cost of such material and the wages paid, and shall furnish vouchers for quantities and prices of such labor, material, or work. In case the Contractor fails to comply with the above provisions, he shall have no claim for compensation against the City.

City reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor’s attention is especially called to the fact that he shall be entitled to no claim for damages for anticipated profits on any portions of work that may be awarded to others.

When the Contractor considers that any changes ordered involve extra work that the Engineer has not recognized as such, he shall immediately notify the Engineer in writing as to when and where alleged extra work is to be performed. If the Engineer directs by written order that the alleged extra work be performed, the Contractor shall comply, and shall make claim for compensation therefore each month not later than the 20th day of the month during which the work claimed to be extra work was performed, and he shall submit a weekly complete statement 264
of materials used and expenses incurred on account of extra work performed, showing allocation of all materials and expenses. All such claims shall state the date of the Engineer’s written order.

Unless such notification is made in writing and unless complete statements of materials used and expenses incurred on account of such alleged extra work are furnished as above required, the Contractor shall not be entitled to consideration for payment for alleged extra work, and any future claims for compensation for such alleged extra work shall be invalidated.

G.C. 9 BRAND OR TRADE NAME - SUBSTITUTE OF EQUALS
Reference is made in Section 3400 of the California Public Contracts Code, which is by this reference incorporated herein with like effect as if here set forth in full.

If a potential bidder believes he knows of an equal to a specified brand or trade name which is not mentioned in the Contract Documents, then such potential bidder may so advise the Engineer of such fact, giving all relevant information. If appropriate, an Addendum will be issued as to the alleged equal provided that such issuance may be accomplished at least 5 days before the time fixed for opening bids.

Unless the subject article or product is expressly designated for matching others in use in a particular public improvement either completed or in the course of completion, any bidder may, as part of its bid proposal, include a request for substitution of an item equal to any specified brand or trade name. At the preconstruction meeting, the Contractor may submit to the Engineer data substantiating such a request, and the difference, if any, in cost. The Engineer shall promptly investigate the request and make a recommendation to the City as to equality.

The City shall promptly determine where the substitute is equal in every respect to the item specified, and approve or deny the request accordingly, and shall notify the Engineer of the determination made, who shall advise the Contractor in writing of the decision. Unless the request is granted, substitution will not be permitted. In accordance with Section 3400 of the California Public Contracts Code, the Contractor shall be provided a period of not less than 35 days after the award of contract for submission of data substantiating a request for a substitution of “an equal” item.

Nothing herein shall authorize a change in the Contract price or prevent the use of change order in the manner provided elsewhere in the Contract Documents.

G.C. 10 FINAL INSPECTION, ACCEPTANCE AND NOTICE

OF COMPLETION
Upon written notice from the Contractor that the entire work required by the Contract Documents is complete and that all submittals required by him are made, and after the Contractor has delivered the bonds, certificates of inspection, proof of insurance, guarantees, warranties, releases, and other documents, all as required by the Contract Documents or by law, a post construction conference will be held to review the work and resolve any unsettled matters.

Present at the conference shall be the Engineer, the Inspector, the Contractor, and the Contractor’s Superintendent. Following this conference, Engineer will make a final inspection, the Contractor, and the City will notify the Contractor in writing of any deficiencies in the submittals and other documents required of him. The Contractor promptly shall make such corrections as are necessary to remedy all defects or deficiencies. After the Contract has 265
completed any such corrections to the satisfaction of the City, the City will issue a written final acceptance of the work and file any notice of completion required by law or otherwise.

Final Inspection will be in two phases: a semi-final inspection by the Construction Inspector and the Contractor; and a final inspection, including representatives of the City, the Contractor, and any State or County agency. At the conclusion of the semi-final inspection, the Construction Inspector will provide the Contractor, in writing, a “punch list” of items requiring completion of remedial work. The Contractor shall rectify all matters on the “punch list” before making his formal request, in writing, for Final Inspection. Upon completion of the final inspection, if further completion or remedial work is determined to be necessary, the Engineer shall transmit to the Contractor a final list of items for remedial attention. After final inspection, the City Council will adopt a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted.

G.C. 11 GUARANTEE AND WARRANTY OF WORK
The Contractor shall submit all products and materials to be used to the Engineer for approval.

The Contractor shall provide a list of submittals at the pre-construction conference.

Notwithstanding inspections and acceptance by the City of work furnished under this contract, the Contractor warrants to the City that all materials and equipment furnished under the contract, including that provided pursuant to change orders, will be of good quality and new, that the work will be free from defects in material or workmanship and that the work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.

This warranty by the Contractor is in addition to any warranties or guarantees required by the special provisions or technical specifications for specified items of equipment or materials. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained such separate warranties furnished by manufacturers or suppliers.

If, within one year after the date of final acceptance of the work by the City, any of the work is found not to be in accordance with the Contract Documents the Contractor shall correct it promptly after written notice from the City to do so, and pay for any damage to other property resulting from such non-conforming work. If the Contractor fails to make the repairs or replacements promptly, or in any emergency when delay could cause risk or damage or loss, the City may have the non-conforming work removed, replaced or corrected at the expense of the Contractor and his surety. If the amount of the performance bond is insufficient to cover such work, the Contractor shall be liable to pay any such deficiency on demand by the City.

Nonconforming work which is remedied under this Section shall be subject to an extended warranty obligation for a period of one year after the non-conforming work has been remedied.

All workmanship performed, and materials/equipment installed, as part of this contract shall be guaranteed for a period of one year, commencing upon issuance of the Notice of Completion for the work under this contract.
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G.C. 12 CITY’S RIGHT TO STOP WORK OR TERMINATE THE CONTRACT The City, without prejudice to such other right, remedy or relief it may be entitled to, may by giving ten (10) days notice to the Contractor, terminate the employment of the Contractor and it his right to proceed, if:

A. The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors.

B. A receiver or liquidator is appointed for the Contractor or any of its property.

C. The Contractor shall refuse or fail after Notice of Warning from the City by the Engineer to supply sufficient properly skilled workmen or suitable materials.

D. The Contractor fails to prosecute the work with such diligence as will insure its completion within the stipulated time period.

E. The Contractor shall fail to make payments to persons supplying labor or materials for the work.

F. The Contractor does not comply with applicable law or instructions of the Engineer.

G. The Contractor is otherwise guilty of a substantial violation of any provision of the Contract Documents.

If the City determines that the Contractor has failed to perform any of its obligations under the Standard Contract Agreement or to otherwise comply with the Standard Contract Agreement, then, in addition to all other remedies provided by law, City may terminate the Standard Contract Agreement immediately upon written notice to the Contractor provided, however, that if the City’s determination of the Contractor’s failure to perform under or comply with the Standard Contract Agreement can be cured by Contractor within thirty (30) days from the date that City discovers Contractor’s failure to perform or comply, then the City may provide Contractor with a notice of Contractor’s failure to perform or comply and provide Contractor with a definite period of time, to be specified in the notice and not to exceed a maximum period of thirty (30) days from the date of the notice, to cure. Failure to perform or comply to City’s satisfaction within the definite time period specified in the notice are grounds for termination by City.

The City Manager is empowered to terminate the Standard Contract Agreement and issue the notices provided for in this Section on behalf of City. In the event of termination, the Contractor shall immediately cease all work being performed under the Standard Contract Agreement.

Termination of the Standard Contract Agreement by City shall constitute the withdrawal of any consent or authorization of City for Contractor to perform any construction or other work under the Standard Contract Agreement in the public right-of-way or on public property, excepting only that work necessary to leave all work site areas in a clean and safe condition.

The City’s right to terminate may be for the entire work, or at the City’s option, as to any portion thereof as to which delay shall have occurred or breach or miscompliance related, and may thereupon take possession of the entire work or portion thereof. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance shall exceed the expense of completion, and other damage, expense or loss of the City occasioned by the Contractor’s failure to properly perform, the Contractor shall pay such excess.

If such expense and damage exceeds the unpaid balance, the Contractor is liable to the City for the excess. If the City elects to proceed under this Section, it may take possession of and utilize in completing the work such materials, supplies, pain and equipment on site which may be 267
necessary or convenient for the purpose of completing the work. The City is expressly granted the right, acting via an Engineer or otherwise, to operate equipment and machinery on site for the purpose of determining whether it has a basis for proceeding under this Section.

G.C. 13 PAYMENT AND MONTHLY ESTIMATES

1. Schedules, Reports and Records As stated in Section 9-2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor is required to submit to the Engineer for approval, a schedule of values for bid items. Lump Sum bid items are to be broken out into appropriate segments to create the schedule. This is to be integrated with the project work schedule and submittal schedule. These schedules will be used in the evaluation of Contractor Progress Payment Requests to the City.

2. Pay Period On or immediately after the first day of each month, the Contractor is to submit to the Engineer a “Request For Progress Payment.” This request is to be for work performed and for materials on the site up to and including the last day of the month. The Request For Progress Payment is to be submitted on a “Payment Application and Certificate” form (CP-14).

3. Retentions Pursuant to Section 9-3.2 of the Specifications, 5 percent of each month’s amount earned by the Contractor will be retained by the City until 50 percent of the contract work is completed. At that point, at the Engineer’s discretion, if work is proceeding satisfactorily, retention may be discontinued except for the amount previously retained. Pursuant to Section 9-3.2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor may elect to place sufficient acceptable securities with the City or in an escrow account, in lieu of the Engineer’s retention of the funds. Earnings from such an escrow account shall accrue to the benefit of the Contractor. All procedures and documentation shall be as provided by State Law.

4. Preparation and Processing of Monthly Progress Payment Requests Each monthly progress payment shall be submitted on a copy of the form “Payment Application and Certificate” (CP-14). It shall be prepared and certified by the Contractor and submitted to the Engineer, on or immediately following the last day of the month. It shall include the Contractor’s itemization, prepared in a format approved by the Engineer and including the approved schedule of values. The “Payment Application and Certificate” (Form CP-14) shall be signed by an authorized representative of the Contractor.

Preparation of the request for progress payment should be preceded by consultation between the Contractor and the Engineer to determine acceptable percentages of completion for items in the Schedule of Values for which work has been performed. The extension of the total amount due per Schedule Item should agree with the percentage of completion. This may necessitate expressing the percentage figure to four decimal places.

Pursuant to Section 9-3.3 of the Specifications, requests for payments for materials on the site shall be accompanied by invoices, bills of sale, delivery tickets or other documentation that establishes the City’s title and the value of materials for which payment is requested. 268
Requests for payment of Change Orders authorized by the City shall be accompanied by signed daily work orders for labor, equipment and materials if performed on a time and material basis.

These are to be submitted on “Cost of Work Record” forms (CP-18).

The Engineer will review the request, check all mathematical entries, percentages and extension, and when satisfactory, will transmit the Form CP-14 to the Director of Public Works with recommendation for payment. Upon approval, the Engineer will submit, the progress payment request to the City’s Finance Department for payment to the contractor. Payment will then be issued to the Contractor by the City, with retention of a portion of the funds by the City, as indicated above. If a retention securities escrow account has been established, the City will make 100% payment of the approved monthly progress payment.

Upon satisfactory completion of the Contract work, and official acceptance by the City, the retained amount will be paid to the Contractor by City, or the City will authorize the release of impounded securities to the Contractor, all subject to the provisions of Section 9-3.1 of the Specifications.

G.C. 14 FAILURE TO COMPLETE THE WORK IN THE TIME AGREED UPON
It is agreed by the parties to the Contract that time is of the essence; and that in the case all the work is not completed before or upon the expiration of the time limit set forth, damage will be sustained by the City and it is, therefore, agreed that the Contractor will pay to the City as damages the amount of the actual damage as determined, due to the failure to complete the work in the time agreed upon. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the contract and which accrue during the period of such delay, except that the cost of final surveys and preparation of the final estimate shall not be included in such charges. The expenses and damages described above shall be deducted from any money due the Contractor under this contract; the Contractor and his sureties shall be liable for any such excess cost.

The Contractor shall not be deemed in breach of its contract and no forfeiture due to delay shall be made because of any delays in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of the Contract, provided the Contractor requests an extension of time in accordance with the procedures set forth in Section 6-6 of the Standard Specification for Public Works Construction “Greenbook” (latest edition).

Unforeseeable causes of delay beyond the control of Contractor shall include acts of God, acts of a public enemy, acts of the government, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and weather, or delays caused by failure of the City or the owner of a utility to provide for removal or relocation of existing utility. Failure of the Contractor, its agent, servants, employees, officers, subcontractors, directors, or of any party contracting to perform part or all of the work or to supply any equipment or materials shall not be excusable delays.

Excusable delays (those beyond Contractor’s control) shall not entitle the Contractor to any additional compensation. The sole remedy of the Contractor shall be to seek an extension of time.
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G.C. 15 FINAL ACCEPTANCE, RECORDING AND PAYMENT
Upon satisfactory completion of the contractor work or designated phase thereof, and receipt, by the City, of required releases and the “Contractor’s Certificate of Release and Request for Final Payment” (CP-20), the acceptance process is as follows:

1. The Engineer recommends to the City Manager and the City Council that the contract work, or designated phase thereof, is substantially complete and ready for acceptance by the City.

2. The City Council adopts a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted. The resolution directs the City Clerk to do the following:
(a) Issue a “Notice of Substantial Completion” (Form CP-21) to the Contractor. (b) File with the County Recorder of the County of San Mateo a “Notice of Completion of Contract” (Form CP-22). Filing not to occur until after certification by the Engineer to the City Clerk that all required “punchlist” items have been satisfactorily remedied by the Contractor. On the date established in the “Notice of Completion” the Contractor’s required one-year warranty period will commence, and the City will assume operational responsibility for the completed facilities.

3. Upon issuance of the “Notice of Substantial Completion” to the Contractor, the City will make final payment to the Contractor of the amount remaining after deducting all prior payments and deducting all amounts to be kept or retained by City under the provisions of the contract documents.

4. If all “punch list” items have been satisfactorily remedied, then within ten days of the City Council adoption of the resolution determining the contract work, or designated phase thereof, completed and accepted, the City Clerk will file with the County Recorder the “Notice of Completion of Contract.” If a “punchlist” of remedial work remains to be performed by Contractor, then provisions of Section 2.b, above, shall govern as to the time of filing the “Notice of Completion of Contract.”

5. A period of thirty-five (35) calendar days will elapse from the date of filing of the “Notice of Completion of Contract” with the County Recorder before the final payments of retained amounts will be made to the contractor.

6. If no stop notices are received by the City within the stated 35-day filing period, the City will issue final payment of retained amounts for the contract work, or designated phase thereof, to the contractor. If any stop notice is received by the City within the 35-day waiting period, it will be referred to the City’s legal counsel and final payment of retained amounts will be deferred or adjusted in accordance with advice of legal counsel, until such stop notice matter has been satisfactorily resolved.

G.C. 16 RESOLUTION OF DISPUTES
The City of Belmont incorporates the provisions of Chapter 1414 of the State Public Contract Code (A.B. No. 4165) as part of its plan and specifications for the resolution of construction claims through arbitration. A summary of its provisions are included in the modification to the Standard Specifications which the Contractor is directed to read. The Contractor is also directed 270
to review the entire Statute, Chapter 1414, Section 20207.4 and Section 20104 of the Public Contract Code.

The City’s records setting forth the fair and reasonable cost of repairing, replacing, rebuilding or reasonable cost of repairing, replacing, rebuilding or restoring any damage or defects when performed by one other than the Contractor shall be binding and conclusive as to the amount thereof upon the Contractor.

G.C. 16.1 CONTRACT INTERPRETATION BY THE ENGINEER
Questions regarding the meaning and intent of the Contract Documents shall be referred in writing by the Contractor to the Engineer. The Engineer will respond to the Contractor in writing with a decision.

G.C. 16.2 CLAIMS
G.C. 16.2.1 NOTICE
If the Contractor disagrees with the Engineer’s decision in G.C.16.1, Contract Interpretation by the Engineer, or in any case, where the Contractor deems additional compensation or a time extension to the contract period is due him for work or materials not covered in the contract or which the Engineer has not recognized as extra work, the Contractor shall notify the Engineer, in writing, of his intention to make claim. Claims pertaining to decisions provided in G.C.16.1 shall be filed in writing to the Engineer within five (5) days of receipt of such decision. All other claims notices for extra work shall be filed in writing to the Engineer prior to the commencement of such work. Written notice shall use the words “Notice of Potential Claim.” Such Notice of Potential Claim shall state the circumstances and the reasons for the claim, but need not state the amount.

Additionally, no claim for additional compensation or extension of time for a delay will be considered unless provisions of G.C.7, Changes in the Work; G.C.8, Changes in Contract Prices; and G.C.25, Termination of Contract by Contractor of these General Conditions, are complied with. No claim filed after the date of final payment will be considered.

It is agreed that unless notice is properly given, the Contractor shall not recover costs incurred by him as a result of the alleged extra work, changed work or other situation which had proper notice been given would have given rise to a right for additional compensation. The Contractor should understand that timely notice of potential claim is of great importance to the City, and is not merely a formality. Such notice allows the City to consider preventative action, to monitor the Contractor’s increased costs resulting from the situation, to marshall facts, and to plan its affairs. Such notice by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim.

G.C. 16.2.2 SUBMISSION OF CLAIM COSTS
Within thirty (30) days after the last cost of work for which the Contractor contends additional compensation is due, but if costs are incurred over a span of more than 30 days, then within fifteen (15) days after the thirtieth day and every month thereafter, the Contractor shall submit to the Engineer the costs incurred for the claimed matter. Claims shall be made in itemized detail satisfactory to the Engineer in content, detail and format of presentation. If the additional costs 271
are in any respect not knowable with certainty, they shall be estimated. If the claim is found to be just, it shall be allowed and paid for as provided in G.C.7, Changes in the Work.

G.C. 16.2.3 CLAIM MEETINGS
From time to time the Engineer may call special meetings to discuss outstanding claims. The Contractor shall cooperate and attend, prepared to discuss outstanding claims, making available the personnel necessary for claim resolution, and providing documents reasonably requested by the Engineer.

G.C. 16.3 RESOLUTION OF CLAIMS
For all contracts awarded during the effective dates of Public Contract Code Section 20104, where claims cannot be resolved between the parties, claims for three hundred and seventy-five thousand ($375,000) or less shall be resolved pursuant to the provisions of that code section, which is summarized in G.C.16.3.1 and 16.3.4 are applicable; however, G.C.16.3.5, Civil Action for claims less than $375,000 is not applicable.

G.C. 16.3.1 CLAIMS LESS THAN $50,000

1. For claims of less than fifty thousand dollars ($50,000), the Engineer shall respond in writing to written claims within 45 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.

2. If additional information is thereafter required, it shall be requested and provided pursuant to this section, upon mutual agreement of the City and the Contractor.

3. The Engineer’s written response to the claim, as further documents, shall be submitted to the Contractor within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the Contractor in producing the additional information, whichever is greater.

G.C. 16.3.2 CLAIMS GREATER THAN $50,000

1. For claims of over fifty thousand dollars ($50,000), the Engineer shall respond in writing to all written claims within 60 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.

2. If additional information is thereafter required, it shall be requested and provided pursuant to this paragraph, upon mutual agreement of the City and the Contractor.

3. The Engineer’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
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G.C. 16.3.3 CLAIM CONFERENCE
If the Contractor disputes the Engineer’s written response, or if the Engineer fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the Engineer’s response or within 15 days of the Engineer’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City shall schedule a meet and conference within 30 days for settlement of the dispute.

G.C. 16.3.4 CLAIM FILING
If following the meet and conference described in G.C.16.3.3, Claim Conference, the claim or any portion remains in dispute, the Contractor may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to G.C.16.2, Claims, until the time the claim is denied, including any period of time utilized by the meet and conference.

G.C. 16.3.5 CIVIL ACTIONS FOR CLAIMS LESS THAN $375,000 The following procedures are established for all civil actions filed to resolve claims for less than three hundred seventy five thousand dollars ($375,000).

1. Within 60 days, but not earlier than 30 days, following the filing or responsive pleading, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

2. If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that Code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (b) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under the chapter, also pay the attorney’s fees on appeal of the other party.

G.C. 16.3.6 UNRESOLVED ISSUES
Unless this contract provides otherwise, all claims, counterclaims, disputes, and other matters in question between the City and the Contractor that are not resolved between the City and the Contractor and are not governed by Public Contract Code 20104 shall be decided by a court of competent jurisdiction. Arbitration shall not be used for resolution of these disputes. Should 273
either party to this Agreement bring legal action against the other, the case shall be handled in the California County where the work is being performed.

G.C. 16.4 RECORDS OF DISPUTED WORK
In proceeding with a disputed portion of the work, the Contractor shall keep accurate records of its costs and shall make available, to the Engineer, a daily summary of the hours and classification of equipment and labor utilized on the disputed work, as well as a summary of any materials or any specialized services which are used. Such information shall be submitted to the Engineer on a monthly basis, receipt of which shall not be construed as an authorization for or acceptance of the disputed work.

G.C. 17 DOCUMENTS OF CONTRACTOR
Upon demand, the Contractor shall make available to the City all documents in its possession relevant to the work accomplished or to be accomplished or any demand or claim of the Contractor as to the City. This includes copies of documents sent by the Contractor to others relevant to the work. The Contractor shall further make available to the City conformed copies of all documents submitted to the sureties who executed indemnification made to such surety by others for such purpose. The Contractor shall maintain in its possession all documents to the work for three years after Notice of Completion.

G.C. 18 PROJECT SAFETY AND RESPONSIBILITY OF CONTRACTOR TO

ACT IN AN EMERGENCY
The Contractor shall take all responsible precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to:

1. All employees on the work and all other persons and organizations who may be affected thereby.

2. All the work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor of any of its subcontractors or sub-subcontractors.

3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structure and utilities not designated for removal, relocation, or replacement in the course of construction.

4. Vehicular and pedestrian traffic on or near the project site. These requirements shall apply continuously and not be limited to normal working hours.

The Contractor shall give all notice and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. Except where otherwise expressly required by applicable laws, the City may monitor the Contractor’s compliance with any laws or regulations.

The Contractor shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and uses of adjacent utilities.
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Full compensation for the work involved in carrying out the safety precautions shall be considered as included in the various items of work and no additional payment will be made therefor.

In case of an emergency which threatens loss or injury to property or life, the Contractor shall act without previous instructions as the situation may warrant. The Contractor shall notify the Engineer immediately thereafter. Any compensation for emergency work claimed by the Contractor, together with substantiating documentation, shall be submitted to the City via the Engineer.

G.C. 19 LABOR CODE
A. Public Works. The services to be performed under this contract are for “public works” within the meaning of Labor Code Section 1720. The Contractor must comply with the requirements applicable to public works contractors as contained in Chapter 1, Part 7, Division 2 of the California Labor Code (commencing with Section 1720) and as set forth in this section. This contract is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

B. Hours of Labor. As required by Labor Code Section 1810 and 1813, the parties stipulate as follows. Eight hours labor constitutes a legal day's work. The Contractor shall forfeit, as penalty to the City, $25 for each workman employed in the performance of the Contract by the Contractor or by any subcontractor under him for each calendar day during which such workman is required or permitted to work more than eight hours in any one day and 40 hours in any one calendar week in violation of Labor Code Sections 1810 to 1815, except that work performed by employees of the Contractor in excess of eight hours per day and 40 hours during any one week shall be permitted upon compensation for all hours worked in excess of eight hours per day at not less than one-and-one-half times the basic rate of pay.

C. Prevailing Wage. Contractor must comply with the prevailing wage requirements of Labor Code Sections 1720 to 1780. D. Wage Rates.

1. In accordance with Labor Code Section 1773.2, the City has obtained from the Director of the California Department of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed for each craft, classification, or type of worker needed to execute the contract, a copy of which is hereby incorporated by reference.

Copies of the prevailing rates of per diem wages are on file in City’s office and are available to any interested party.

2. The Contractor must post a copy of the prevailing rate of per diem wages at each job site.

3. The term “per diem wages” is defined in Labor Code Section 1773.1. E. Failure to Pay Prevailing Wages.

1. In accordance with Labor Code Section 1775, the Contractor will forfeit as a penalty to the City an amount determined by the Labor Commissioner under Section 1775 for each calendar day or portion thereof for each workman paid less than stipulated prevailing wage 275
rates for such work or craft in which such worker is employed for any work done under the Contract by the Contractor or by any subcontractor under the Contractor in violation of the provisions of the Labor Code.

2. As required by Labor Code Section 1775, the parties stipulate that the contractor and subcontractors must comply with Section 1775, and in the event of non-compliance with payment of prevailing wages to workers, the contractor or subcontractor must 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 to each worker.

3. The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his bid, and will not under any circumstances be considered as the basis of a claim against the City on the Contract. F. Payroll Records.

1. The Contractor and each subcontractor must comply with Labor Code Section 1776 and all requirements of contractors stated therein for the maintenance, inspection and certification of payroll records.

2. The Contractor and each subcontractor must furnish electronic certified payroll records directly to the Labor Commissioner.

3. The Contract and each subcontractor must furnish certified payroll records to the City with each progress payment request.

4. The Contractor and each subcontractor who fails to timely furnish payroll records or make the records available for inspection will forfeit to the City the penalty for noncompliance set forth in Labor Code Section 1776 for their respective failure.

G. Apprentices. This subsection applies to contracts for Public Works involving $30,000 or more.

1. The contractor and each subcontractor must comply with the requirements for employment and compensation of apprentices as set for in Labor Code Section 1777.5. The prime Contractor is responsible for compliance with Labor Code Section 1777.5 for all apprenticeable occupations.

2. As required by Labor Code Section 1773.3, the City will send notice of the award of this Contract to the Division of Apprenticeship Standards within five days after award.

H. Discrimination. The contractor and each subcontractor must comply with the antidiscrimination requirements of Labor Code Section 1777.6. I. Worker’s Compensation.

1. In accordance Labor Code Section 1860, the contractor and each subcontractor must secure the payment of workers' compensation for their employees as required by Labor Code Section 3700.
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2. Before performing the work, the Contractor must sign and file with the City, the certification required by Labor Code Section 1861.

J. Excavation Plans. As required by Labor Code Section 6705, for all public works projects in excess of $25,000 that involve excavation or trenching to a depth of five feet or more, the Contractor must submit a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation or trenching. The plan must comply with the following provisions.

1. If the plan varies from the shoring system standards, the plan must be prepared by a registered civil or structural engineer.

2. A note must be included on the plan by the registered civil or structural engineer certifying that the plan complies with the CAL OSHA Construction Safety Orders or that the plan is not less effective than the shoring, bracing, sloping, or other provision of the Construction Safety Orders.

3. If the Engineer has investigated subsurface conditions in area where the work is to be performed, these investigations are identified in the Special Provisions and the records of the investigations are available for inspection in the Public Works Department. The plan will not be accepted by the City if the plan is based on subsurface conditions which are more favorable than those revealed by the Engineer’s investigations, or if the plan is based on soils related design criteria which is less restrictive than the criteria set forth in the Engineer’s report of investigations or subsurface conditions.

4. The detailed plan must include surcharge loads for nearby embankments and structures for spoil banks and for construction equipment and other construction loadings. The plan must indicate for all trench conditions, the minimum horizontal distances from the side of the trench at its top to the near side of the surcharge loads.

5. Nothing contained in this Section shall be construed to impose tort liability on the City or any of its employees or to relieve the Contractor of the full responsibility for providing shoring, bracing, sloping, or other provisions which are adequate for worker protection.

K. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.

G.C. 20 SUPERVISION BY CONTRACTOR
The Contractor will supervise and direct the work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the work in accordance with the Contract Documents. The Contractor will be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished work complies accurately with the Contract Documents. The Contractor will employ and maintain on the work site a qualified supervisor or superintendent 277
who shall have been designated in writing by the Contractor as the Contractor’s representative at the site. The supervisor shall have full authority to act on behalf of the Contractor and all communications given to the supervisor shall be as binding as if given to the Contractor. The supervisor shall be present on the work site at all times as required to perform adequate supervision and coordination of the work. The Contractor shall not change job supervisor without written approval of the Engineer. Full compensation for conforming to the requirements of this Section shall be considered included in the contract prices paid for the various items of work and no additional compensation shall be allowed therefore.

G.C. 21 ALTERNATIVE METHODS OF CONSTRUCTION
Whenever the Contract Documents provide more than one method of construction or more than one specified type of construction equipment may be used to perform portions of the work and the Contract Documents leave the selection of the method of construction or the type of equipment to be used up to the Contractor, it is understood that the City does not guarantee that every such method of construction or the type of equipment can be successfully used throughout all or any part of any project. It shall be the Contractor’s responsibility to select and use the alternative or alternatives which will satisfactorily perform the work under the conditions encountered. In the event some of the alternatives on any project or equipment specified cannot be utilized, the Contractor shall be responsible for completing the work in a satisfactory and workmanlike manner to provide the intended service and full compensation for any additional cost involved shall be considered as included in the contract price paid for the item of work involved and no additional compensation will be allowed therefore.

G.C. 22 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance of the work. In any area visible to the public, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed weekly.

Full compensation for conforming to the provisions in this Section not otherwise provided for shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.

G.C. 23 INSURANCE HOLD HARMLESS
The Contractor shall, before the commencement of work herein specified, procure and maintain in full force and effect during the life of the contract, at its sole expense, insurance as described in Section 14 of the Construction Agreement.

G.C. 24 EQUAL EMPLOYMENT OPPORTUNITY
General: The Contractor shall not discriminate in its recruiting, hiring, promotion, demotion or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, physical handicap, medical condition, or marital status in the performance of this Contract and shall comply with the provisions of the California Fair Employment and Housing Act (commencing with Section 12900 of the Government Code), Federal Executive Order No. 11246 (30 Federal Register 12319), as amended, and all administrative rules and regulations issued pursuant to said Acts and Order. See particularly 41 Code of Federal Regulation (CFR) Chapter

60. 278

The Contractor shall require each of its subcontractors to comply with the preceding paragraph and shall include in each subcontract language similar to the preceding paragraph.

Each bidder shall submit with the bid proposal a fully executed Certificate of NonDiscrimination by Contractors. Bids will not be considered unless accompanied by the completed Certificate.

A. Transactions of $10,000 and Less

1. Contracts and subcontracts not exceeding $10,000 are exempt from the requirements of this clause.

2. No Contractor or subcontractor shall procure supplied and/or services in less than usual quantities to avoid applicability of the Equal Opportunity Clause. With respect to contracts and subcontracts for indefinite quantities, the Equal Opportunity Clause shall apply unless it is determined by the City that the amount to be ordered in any one year under such contract reasonably will be expected not to exceed $10,000.

B. Transactions in Excess of $10,000, but Less Than $50,000

1. Each prime contractor shall certify that it has in effect an affirmative action plan and agrees to comply with all state and federal laws and regulations concerning Fair Employment Practices.

2. The contractor shall maintain a written copy of its affirmative action plan and will furnish a copy to the City upon request by the City. The City reserves the right, during the life of this Contract, to require the contractor to complete an affirmative action compliance report furnished by the City setting definite goals and timetables and indicating progress in meeting the goals.

C. Transactions of $50,000 or More

1. Each prime contractor who has fifty or more employees and a contract of $50,000 or more shall develop and submit to the City within thirty days of award a written affirmative action compliance program including definite goals and timetables with proposed dates of compliance. The prime contractor shall make, as a condition of its subcontract, the same requirement of each subcontractor who has fifty or more employees and a subcontract of $50,000 or more. Each contractor shall include in its affirmative action compliance program a complete table of its employees’ job classifications. This table must include, but need to be limited to, job titles, duties and rates of pay.

2. The contractor agrees to permit access to its records or employment advertisement, application forms and other pertinent data and records by the City or its designee and any state or federal agency having jurisdiction for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.

3. The City shall have the right to assign an affirmative action representative to monitor the conduct of the contractor and subcontractors under this contract. The affirmative action representative shall have the right to enter the construction or manufacturing site to obtain information from persons performing work on the project, providing such inspection shall not in any way interfere with the progress of the work under contract. 279
G.C. 25 TERMINATION OF CONTRACT BY CONTRACTOR
The Contractor may terminate the contract upon ten (10) days calendar day’s written notice to the City whenever (1) the entire work has been suspended in accordance with these provisions for sixty (60) consecutive calendar days through no fault or negligence of the Contractor, and notice to resume work or to terminate the contract has not been received from the City within this time period; or (2) the City should fail to pay the Contractor any substantial sums due it in accordance with the terms of the contract and within the time limits prescribed. In the event of such termination, the Contractor shall have no claims against the City except for those claims specifically enumerated in these provisions and determined in accordance thereof.

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SPECIAL PROVISIONS

CITY OF BELMONT
City Contract Number 2025-637
2025 Pavement Project
Unless otherwise noted, Section Numbers used in these Special Provisions refer to corresponding Sections in the State of California Department of Transportation 2018 Standard Specifications (“Caltrans Standard Specifications”).

Where noted, certain other Section Numbers used in these Special Provisions refer to corresponding Sections in “The GREENBOOK” Standard Specifications for Public Works Construction, 2018 Edition.

If General Conditions conflict with these Special Provisions, these Special Provisions and Technical Specifications shall prevail.

Full compensation for actions taken by the Contractor in order to comply with public health orders or advisories issued by local, County, State, or Federal government agencies shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor The Health Orders can be accessed at the San Mateo County website at https://www.smchealth.org/coronavirus .

S.P. 2-6 WORK TO BE DONE
The Contractor shall furnish all materials, equipment, tools, labor and incidentals necessary to complete the work shown on the plans and described in the specifications in a satisfactory and workmanlike manner, as more particularly described herein. The Contractor shall declare any extra work at the time and may proceed with this work only after engineer's change order has been approved in writing by the Director of Public Works.

Bid Item No.1: Mobilization
Sanitary restroom facilities shall be provided and maintained, by the Contractor, on the project site. The Contractor’s proposed locations for restroom facilities shall be reviewed with the Engineer prior to delivery of the restroom facility. If the Contractor and/or subcontractors are working at multiple sites simultaneously, then a restroom facility will be required at each site. Failure to provide sanitary restroom facilities is grounds for suspension of work. Contractor shall note that the count of working days will continue.

The City will provide Measure I and Senate Bill (SB) 1 signage for the Contractor to advertise the construction project and to show that tax dollars are used for this project.

Contractor is to place these signs on barricades and/or traffic control equipment at the edges of construction site(s). Signage is to move as Contractor works on various streets. 281
Measurement and Payment
The contract lump sum price paid for “Mobilization” will include all costs associated with insurance, bonds, required permits and fees, shop drawings, mobilization, demobilization, preparation of the Project schedule, notifications, the Project phasing, supervision, coordination of concurrent work with other Contractors, meetings, and "asbuilt" plans required to perform the work indicated in the Plans and Specifications.

Price for mobilization will not exceed three percent (6.5%) of the total bid items, exclusive of the cost for Mobilization.

Payment will be made as follows:
a) Fifty percent (50%) of the total amount bid for Mobilization will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed. b) When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to seventy-five percent (75%) of the total amount bid for Mobilization. c) When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to ninety percent (90%) of the total amount bid for Mobilization. d) Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Mobilization will be included in the estimate for payment.

The Contract lump sum price paid for “Mobilization” shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for all the work involved in mobilization, including, but not limited to, furnishing all specified contract bonds and insurance certificates, required project forms, public notification, transporting equipment, establishing a storage area, sanitary restroom facilities, and all other work as specified in the Caltrans Standard Specifications Section 7 and these Special Provisions and as direct by the Engineer. No Additional compensation will be allowed therefore. This item shall also include all costs necessary to demobilize at the conclusion of all work. This item may be paid in installments as determined by the Engineer.

Reference TS 2 Mobilization, Bonds, and Insurance
Bid Item No.2: Traffic Control
The Contractor shall provide a final traffic control and detour plan ten (10) calendar days prior to pre-construction conference and receive approval from the Engineer prior to commencement of work. The plan shall be in accordance with the Caltrans Standard Specifications, Sections 7-1.03 "Public Convenience", 7-1.04 "Public Safety”, and 12 “Temporary Traffic Control”.
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Measurement and Payment
The contract lump sum price paid for “Traffic Control” will include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals and for doing all work involved in maintaining and controlling traffic, complete in place, including changeable message signs, as specified in the Standard Specifications and these Special Provisions.

Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Maintaining and Controlling Traffic will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed.
b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to seventy-five percent (75%) of the total amount bid for Maintaining and Controlling Traffic.
c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to ninety percent (90%) of the total amount bid for Maintaining and Controlling Traffic.
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Maintaining and Controlling Traffic will be included in the estimate for payment.

Reference TS 3 Traffic Control
Bid Item No.3: Stormwater Pollution Control Program
Measurement and Payment
The contract lump sum price paid for “Water Pollution Control Program” will include but not be limited to all costs associated with installation, maintaining, removal of BMPs, and record keeping and reporting as required by the latest regulations. Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Implement BMP Plan and Maintain BMPs will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed.
b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP 283
Plan and Maintain BMPs paid to seventy-five percent (75%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to ninety percent (90%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Implement BMP Plan and Maintain BMPs will be included in the estimate for payment.
e. Owner Project Manager will retain an amount equal to 25% of the estimated value of the contract work performed during estimate periods in that Contractor fails to conform to the provisions in this section, "Water Pollution Control," as determined by Owner Environmental Specialist. Owner Environmental Specialist will inspect the work areas weekly or as required, and the deficient item list will be issued if correction(s) is/are needed.

Corrections shall be made within three (3) working days. Once the deficient item is corrected and approved by Owner Environmental Specialist, the withheld money will be released to Contractor.

Reference TS 4 Water Pollution Control
Bid Item No.4: 3/8” HMA Type A (PG 64-10)
Bid Item No.5: 1/2” HMA Type A (PG 64-10)
Measurement and Payment
The contract unit prices paid per ton for “3/8” HMA Type A (PG 64-10)” and “1/2” HMA Type A (PG 64-10)” will be measured via material delivery tickets, minus any wasted or unused HMA material, and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Hot Mix Asphalt”, complete in place, including furnishing, placing and compacting Hot Mix Asphalt (HMA); Job Mix Formula (JMF) and Quality Control Plan (QCP) preparation; production and testing costs for HMA verification, quality control testing, and core densities; surface preparation; tack coat; constructing and removing temporary transitions; layout; and cleanup, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer.

Material delivery tickets (tags) shall be submitted daily by the Contractor to the City. The City does not pay for HMA tonnage when tags are missing and not provided to the City on the day the material is placed.

Section 9-1.06B, “Increases of More Than 25 Percent,” and Section 9-1.06C, “Decreases of More Than 25 Percent,” of the State Standards will not apply to the bid items related to hot mix asphalt (HMA).
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Reference TS 13 Hot Mix Asphalt (HMA)
Bid Item No.6: Cold Plane 2-1/2”
Bid Item No.7: Cold Plane 4”
Bid Item No.8: Cold Plane 5-1/2”
Bid Item No.9: Cold Plane 6”
Measurement and Payment
The contract unit price paid per linear foot for ‘Cold Plane 2-1/2”’, ‘Cold Plane 4”’, ‘Cold Plane 5-1/2”’, and ‘Cold Plane 6”’, will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Cold Planing, complete in place, including removing and disposing of all planed materials within existing gutter pans, above the existing gutter lips and to the depths required, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.

Cold planing required for areas of Remove and Replace HMA shall be included in the price paid for those items, and no additional compensation will be allowed.

Reference TS 12 Cold Planing
Bid Item No.10: Remove & Replace 4” HMA
Bid Item No.11: Remove & Replace 4-1/2” HMA
Bid Item No.12: Remove & Replace 5” HMA
Bid Item No.13: Remove, Regrade & Recompact Subgrade, Place 3" HMA Bid Item No.14: Remove, Regrade & Recompact Subgrade, Place 6" HMA Bid Item No.15: HMA Conform
Bid Item No.16: 6” Deep Lift Stabilization (Allowance)
Measurement and Payment
The contract unit price paid per square foot for “Remove & Replace 4” HMA”, “Remove & Replace 4-1/2” HMA”, “Remove & Replace 5” HMA”, “Remove, Regrade & Recompact Subgrade, Place 3” HMA”, “Remove, Regrade & Recompact Subgrade, Place 6” HMA”, “HMA Conform”, and “6” Deep Lift Stabilization (Allowance)” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Remove & Replace HMA, complete in place, including layout; cold planing, excavation, removal, off-haul and disposal of all asphalt, concrete, paving fabric, aggregate base, subgrade and/or unsuitable materials; proof rolling; tack coat; furnishing, placing and compacting HMA; and clean-up as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.

Quantities for Remove and Replace HMA and 6” Deep Lift Stabilization (Allowance) must be approved by the Engineer prior to commencing removal operations. The City 285
does not pay for remove and replace HMA areas that have not been approved by the Engineer in advance of any work.

Payment for “6” Deep Lift Stabilization (Allowance)” will only be made on an allowance basis and only for the work completed with prior approval from Engineer. The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.

Sections 9-1.06B “Increases of More Than 25 Percent” and 9-1.06C “Decreases of More Than 25 Percent” do not apply to the bid items related to remove and replace HMA.

Reference TS 14 Remove and Replace Hot Mix Asphalt (HMA) Bid Item No.17: Keycut A1 (6’, 1-3/4”)
Bid Item No.18: Keycut A2 (6’, 2”)
Bid Item No.19: Keycut A3 (6’, 2-1/2”)
Bid Item No.20: Keycut A4 (6’, 3”)
Bid Item No.21: Keycut B1 (20’, 2-1/4”)
Bid Item No.22: Keycut B2 (20’, 2-1/2”)
Bid Item No.23: Keycut B3 (20’, 3”)
Bid Item No.24: Keycut B4 (20’, 2”)
Measurement and Payment
The contract unit price paid per linear foot for “Keycut A1 (6’, 1-3/4”)”, “Keycut A2 (6’, 2”), “Keycut A3 (6’, 2-1/2”), “Keycut A4 (6’, 3”), “Keycut B1 (20’, 2-1/4”)”, “Keycut B2 (20’, 2-1/2”)”, “Keycut B3 (20’, 3”)”, and “Keycut B4 (20’, 2”)” will be measured along the edge of the adjacent curb, gutter, cross gutter, or pavement, and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Cold Planing, complete in place, including cold planing, removal and off haul or existing hot mix asphalt in gutter pans, above the lips of gutter, and to the depths required, protecting gutter infills and driveway extensions, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.

Reference TS 12 Cold Planing
Bid Item No.25: Pulverize 9", Remove & Dispose of 3" Pulverized Material Bid Item No.26: Cement Treat 6" Subgrade, Trim to Top of Subgrade Bid Item No.27: Cement
Measurement and Payment
The contract unit price paid per square foot for “Pulverize 9", Remove & Dispose of 3" Pulverized Material” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all work involved in pulverization existing pavement structure and underlying material, removing and off-hauling the excess pulverized material, and rough grading, as shown on the Plans, 286
as specified in the State Standard Specifications, in these Special Provisions, and as directed by Engineer.

The contract unit price paid per square foot for “Cement Treat 6" Subgrade, Trim to Top of Subgrade” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all work involved in cement subgrade treatment, complete in place, including breaking-up, mixing, compacting, trimming, curing, and protecting treated subgrade, as shown on the Plans, as specified in the Standard Specifications, in these Special Provisions, and as directed by Engineer.

The contract unit price paid per ton for “Cement” for cement treat will be paid separately from Cement Subgrade Treatment bid items, and will include furnishing all labor, materials, tools, equipment, incidentals, and for doing all the work involved in cement placement and spreading, as shown on the project plans, as specified in the Standard Specifications, these Special Conditions, Technical Specifications, and as directed by the Engineer.

Quantity of Cement is subject to increased or decreased quantity and will be the difference between the specified theoretical quantity of cement and the quantity of cement used. Subsection 9-1.06B, “Increases of More Than 25 Percent” and subsection 9-1.06C, “Decreases of More than 25 Percent” shall not apply to the Cement bid items.

Reference TS 21 Full Depth Reclamation – Cement Treatment Bid Item No.28: Remove & Replace PCC Sidewalk/Ramping Surface Bid Item No.29: Remove & Replace/ Construct PCC Valley Gutter Bid Item No.30: Remove & Replace PCC Driveway
Bid Item No.31: Install Detectable Warning Surface
Bid Item No.32: Remove & Replace PCC Curb
Bid Item No.33: Remove & Replace/ Construct PCC Rolled Curb & Gutter Bid Item No.34: Remove & Replace Standard PCC Curb & Gutter Bid Item No.35: Remove & Replace PCC Driveway Curb & Gutter Bid Item No.36: Remove & Replace/Construct PCC Retaining Curb @ Back of Curb Ramp
Bid Item No.37: Remove & Replace/ Construct Type GO Inlet Apron Bid Item No.38: Construct PCC Scupper
Measurement and Payment
The contract unit price paid per square foot for “Remove & Replace PCC Sidewalk/Ramping Surface”, “Remove & Replace/ Construct PCC Valley Gutter”, “Remove & Replace PCC Driveway”, and “Install Detectable Warning Surface” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing brick pavers, PCC sidewalk and driveway, top soil and mulch, complete in place including sawcutting, demolition, removal and disposal of asphalt concrete, existing PCC sidewalk, curb ramp and driveway; excavation; construction staking; subgrade preparation; aggregate base; 287
compaction; dowelling; rebar; wire mesh; cast-in-place detectable warning surface; score marks; weakened plane joints; expansion joints; reconnecting curb drains; resetting utility frames and covers to finish grade; furnishing and applying curing compound; topsoil; mulch; irrigation repairs; site restoration; adjusting utility features and boxes (e.g. water meter box, street light and other electrical box, sign posts, etc.), and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.
“Remove & Replace PCC Sidewalk/Ramping Surface” will be measured lengthwise along the sidewalk centerline, and widthwise from back of sidewalk to back of curb and gutter curb. PCC Sidewalk/Ramping surface under Detectable Warning Surface shall be measured and paid under the Bid item “Remove & Replace PCC Sidewalk/Ramping Surface.”
The contract price paid per linear foot for “Remove & Replace PCC Curb”, “Remove & Replace/ Construct PCC Rolled Curb & Gutter”, “Remove & Replace Standard PCC Curb & Gutter”, “Remove & Replace PCC Driveway Curb & Gutter”, and “Remove & Replace/Construct PCC Retaining Curb @ Back of Curb” will be measured along the curb top and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing concrete, complete in place including sawcutting, demolition, removal and disposal of existing PCC swale or curb & gutter, asphalt concrete, aggregate base, subgrade, and native material; excavation; utility locating; construction staking; subgrade preparation; backfill; sand slurry and/or aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; reconnecting curb drains; salvaging and resetting pavers, furnishing and applying curing compound; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.

The contract price paid per each for “Remove & Replace/ Construct Type GO Inlet Apron” and “Construct PCC Scupper” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Concrete, complete in place, including removing, disposing, furnishing and placing concrete, complete in place including sawcutting, demolition, removal and disposal of existing curb & gutter, drain pipes, asphalt concrete, aggregate base, and native material; excavation; utility locating; construction staking; subgrade preparation; backfill; sand slurry and/or aggregate base; compaction; dowelling; rebar; score marks; weakened plane joints; expansion joints; reconnecting curb drains; salvaging and resetting paver sidewalk, backfilling and regrading sand bedding; furnishing and applying curing compound; irrigation repairs; site restoration; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.

Full compensation for protecting-in-place and adjusting to finished grade all utility boxes (public and private), coordination with utility agencies, and replacement of damaged public utility boxes, shall be considered as included in the contract prices paid for Miscellaneous Concrete item of the various types, and no additional compensation will be allowed therefore.
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Reference TS 19 Miscellaneous Concrete
Bid Item No.39: Remove & Replace/Install 12” Diameter Reinforced Concrete Pipe Bid Item No.40: Install Type GO Curb Inlet
Bid Item No.41: Remove Existing Catch Basin & Backfill Void Measurement and Payment
The contract price paid per linear foot for “Remove & Replace/ Install 12” Diameter Reinforced Concrete Pipe” will be measured along the centerline of installed pipe and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Storm Drain Facilities, complete in place, protection of existing utilities and facilities, sawcutting, demolition, excavation and trenching, offhaul, disposal, shoring, storm drain pipe, joint product, backfill material, compaction, and surface restoration, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

The contract price paid per each for “Install Type GO Curb Inlet” and “Remove Existing Catch Basin & Backfill Void” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Storm Drain Facilities, complete in place, protection of existing utilities and facilities, sawcutting, demolition, excavation and trenching, offhaul, disposal, shoring, storm drain inlet structure, grouting, backfill material, compaction, and surface restoration, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Reference TS 20 Strom Drain Facilities
Bid Item No.42: Place & Compact 3” Decomposed Granite
Bid Item No.43: Remove Excess Debris On Roadway and Behind Curb & Gutter Measurement and Payment
The contract unit price paid per square foot for “Place & Compact 3” Decomposed Granite” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Excavation & Grading, complete in place, including demolition, removal and disposal of existing curb & gutter, aggregate base, and native material; excavation; grading; relocating and resetting retaining wall blocks; placement and compaction of decomposed granite; surface restoration; clean up; as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

The contract price paid per linear foot for “Remove Excess Debris On Roadway and Behind Curb & Gutter” will be measured along the top of the exposed curb & gutter or edge of pavement, and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Excavation & Grading, complete in place, including preparation, removal, offhaul, and disposal of native soil and debris; compaction & stabilization of adjacent roadside slope; 289
clean up; as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Reference TS 17 Miscellaneous Excavation & Grading
Bid Item No.44: Prune & Remove Tree Roots (Under PCC/HMA Repairs) Bid Item No.45: Install Root Barrier
Measurement and Payment
Prune & Remove Tree Roots will be measured and paid for by the unit price at each location, regardless of the number of roots pruned and removed at each location.

The contract unit price paid per each for and “Prune & Remove Tree Roots (Under PCC/HMA Repairs)” and the contract price paid per linear for “Install Root Barrier” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in clearing, grubbing, tree protection, tree and stump removal, and root pruning, complete in place, including, site restoration, and clean-up, as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.

Reference TS 11 Root Protection, Root Pruning, and Tree Removal Bid Item No.46: Survey Monument Preservation
Bid Item No.47: Replace Non-Standard Survey Monumentation w/ Street Monument Bid Item No.48: Reset Non-Standard Survey Monumentation Bid Item No.49: Locate Buried Monument (Allowance)
Measurement and Payment
The contract unit price paid per each for “Survey Monument Preservation” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Preserving Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing preconstruction corner records, paying for all costs associated with filing and recording corner records with the County, and performing post construction field review to determine if monuments have been disturbed, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.

The contract unit price paid per each for “Replace Non-Standard Monumentation w/ Street Monument”, “Reset Non-Standard Survey Monumentation”, and “Locate Buried Monument (Allowance)” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Preserving & Perpetuating Survey Monumentation, including referencing the location of existing monuments with sufficient control points, filing pre and post-construction corner records, paying for all costs associated with filing and recording corner records with the County, procurement and installation of Street monument, including all incidentals, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
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The estimated quantities shown in the bid schedule for “Locate Buried Monument (Allowance)” serve as a placeholder and can be revoked if there are no buried identified in the project.

Enforcement and Penalty for Non-Compliance: For each existing Survey Monument which was destroyed or moved from its original location by the Contractor without benefit of a properly referenced and Pre-Construction Corner Record filed, a fee of $5,000 will be imposed, this being the cost for the City Surveyor to resurvey and reliably reestablish the monument’s former location.

Reference TS 8 Preserving and Perpetuating Survey Monumentations Bid Item No.50: Lower Anode Cover
Bid Item No.51: Lower Gas Valve Cover
Bid Item No.52: Lower Loop Detector Handhole Cover
Bid Item No.53: Lower PG&E Manhole Cover
Bid Item No.54: Lower Sanitary Sewer Manhole Cover
Bid Item No.55: Lower Storm Drain Manhole Cover
Bid Item No.56: Lower Sewer Cleanout Cover
Bid Item No.57: Lower Survey Monument Cover
Bid Item No.58: Lower Water Meter Cover
Bid Item No.59: Lower Water Valve Cover
Bid Item No.60: Adjust Catch Basin Frame & Grate to Finish Grade Bid Item No.61: Adjust Anode Cover to Finish Grade
Bid Item No.62: Adjust Gas Valve Cover to Finish Grade
Bid Item No.63: Adjust Loop Detector Handhole Cover to Finish Grade Bid Item No.64: Adjust PG&E Manhole Cover to Finished Grade Bid Item No.65: Adjust Sanitary Sewer Manhole Cover to Finish Grade Bid Item No.66: Adjust Storm Drain Manhole Cover to Finished Grade Bid Item No.67: Adjust Sewer Clean-out Cover to Finish Grade Bid Item No.68: Adjust Survey Monument Cover to Finish Grade Bid Item No.69: Adjust Water Meter Cover to Finish Grade Bid Item No.70: Adjust Water Valve Cover to Finish Grade Bid Item No.71: Install New Water Valve Lid
Measurement and Payment
The contract unit price paid per each for, “Lower Anode Cover”, “Lower Gas Valve Cover”, “Lower Loop Detector Handhole Cover”, “Lower PG&E Manhole Cover”, “Lower Sanitary Sewer Manhole Cover”, “Lower Storm Drain Manhole Cover”, “Lower Sewer Cleanout Cover”, “Lower Survey Monument Cover”, “Lower Water Meter Cover”, “Lower Water Valve Cover”, “Adjust Catch Basin Frame & Grate to Finish Grade”, “Adjust Anode Cover to Finish Grade”, “Adjust Gas Valve Cover to Finish Grade”, “Adjust Loop Detector Handhole Cover to Finish Grade”, “Adjust PG&E Manhole Cover to Finish Grade”, “Adjust Sanitary Sewer Manhole Cover to 291
Finish Grade”, “Adjust Storm Drain Manhole Cover to Finished Grade”, “Adjust Sewer Clean-out Cover to Finish Grade”, “Adjust Survey Monument Cover to Finish Grade”, “Adjust Water Meter Cover to Finish Grade”, “Adjust Water Valve Cover to Finish Grade”, and “Install New Water Valve Lid” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Lowering and Adjusting Existing Utility Facilities to Grade, complete in place, including demo, excavation, offhaul and disposal of pavement, aggregate base and subgrade; coordination with the utility companies; for keeping the manhole cover pick holes clear; concrete, mortar and HMA (type A); as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.

Cost of raising valves in slip cans with no existing concrete collar will be included in the cost of the paving operation and no additional compensation will be allowed, therefor.

Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.

Section 9-1.06B, “Increases of More Than 25 Percent,” and Section 9-1.06C, “Decreases of More Than 25 Percent,” of the State Standards will not apply to the bid items related to hot mix asphalt (HMA).

Reference TS 16 Lowering and Adjusting Existing Utility Facilities Bid Item No.72: Install Blue RPM at Fire Hydrant
Bid Item No.73: 12” White Crosswalk/ Limit Line (Thermo) Bid Item No.74: 24” White Crosswalk Line (Thermo)
Bid Item No.75: Striping Detail #2 (Thermo & Markers)
Bid Item No.76: Striping Detail #6 (Thermo & Markers)
Bid Item No.77: Striping Detail #22 (Thermo & Markers)
Bid Item No.78: Striping Detail #38 (Thermo & Markers)
Bid Item No.79: Pavement Marking “PED” Legend (Thermo)
Bid Item No.80: Pavement Marking “STOP” Legend (Thermo) Bid Item No.81: Pavement Marking “XING” Legend (Thermo) Bid Item No.82: Pavement Marking “Type I (10’) Arrow” (Thermo) Bid Item No.83: Pavement Marking “Type IV (L or R) Arrow” (Thermo) Bid Item No.84: "Type VIII (L or R) Arrow" (Thermo)
Bid Item No.85: Pavement Marking "Bicycle Loop Detector Symbol" (Thermo) Bid Item No.86: Pavement Marking "Shared Roadway Bicycle Marking" (Thermo) Bid Item No.87: Red Curb Paint
Bid Item No.88: Replace Address Stencil on Curb
Measurement and Payment
The contract unit price paid per each for “Install Blue RPM at Fire Hydrant”, “Pavement Marking “PED” Legend (Thermo)”, “Pavement Marking “STOP” Legend (Thermo)”, “Pavement Marking “XING” Legend (Thermo)”, “Pavement 292
Marking Type I (10’) Arrow (Thermo)”, “Pavement Marking Type IV (L or R) Arrow (Thermo)”, “Pavement Marking Type VIII Arrow (Thermo)”, “Pavement Marking "Bicycle Loop Detector Symbol" (Thermo)”, “Pavement Marking "Shared Roadway Bicycle Marking" (Thermo)”, and “Replace Address Stencil on Curb” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Traffic Striping, Markings and Raised Pavement Markers, complete in place, including proper removal and disposal of traffic striping, markings and markers; temporary striping; cat-tracking; primer; coordination with City’s Traffic Engineering Division; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.

The contract unit price paid per linear foot for “12” White Crosswalk/Limit Line (Thermo)”, “24” White Crosswalk Line (Thermo)”, “Striping Detail #2 (Thermo & Markers)”, “Striping Detail #6 (Thermo & Markers)”, “Striping Detail #22 (Thermo & Markers)”, “Striping Detail #38 (Thermo & Markers)”, and “Red Curb Paint” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Traffic Striping, Pavement Markings, and Pavement Markers, complete in place, including proper removal and disposal of traffic striping, markings and markers; temporary striping; cat-tracking; primer; coordination with City’s Traffic Engineering Division; and clean-up, as shown on the plans, as specified in the Standard Specifications and these special provision, and as directed by the Engineer.

Curb Paint will be measured along the top of curb.

The provisions in Section 4-1.05 “Changes and Extra Work,” of the Standard Specifications shall not apply to the items of work in Section TS 19 “Traffic Striping, Pavement Markings, and Pavement Markers” of these special provisions.

Reference TS 22 Traffic Striping, Pavement Markings, and Pavement Markers Bid Item No.89: Remove & Replace Loop Detector
Measurement and Payment
The contract unit price paid per each for “Remove & Replace Loop Detectors” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in complete removal and installation of traffic loop detectors and temporary loop detectors, according to the existing layout before or as otherwise specified in the plans, Standard Specifications, these special provisions, and as directed by the Engineer.

Reference TS 24 Traffic Signal Loop Detectors
Bid Item No.90: Install Sign Post & Mount R4-11 Sign
Bid Item No.91: Reset Traffic Signal Standard w/Rectangular Rapid Flashing Beacon Bid Item No.92: Relocate Road Sign and Post
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Measurement and Payment
The contract price paid per each for “Install Sign Post & Mount R4-11 Sign” and “Reset Traffic Signal Standard w/Rectangular Rapid Flashing Beacon”, and “Relocate Road Signa and Post” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Roadside Signs, Standards, and Object Markers, and related incidental work, including but not limited to demolition, excavation, disposal and offhaul, backfilling voids and compacting material, foundation steel reinforcement and concrete placement, curing, post/standard installation, relocating pedestrian push buttons, electrical wiring, shown on the plans, as specified in the standard specifications and these special provisions, and as directed by the Engineer.

Full compensation for furnishing and installing protective overlay on signs shall be considered as included in the contract price paid per each sign of the various types and no separate payment will be made therefor.

Reference TS 23 Roadside Signs, Standards, and Object Markers Bid Item No.93: Construct Linear Bioretention Area
Measurement and Payment
The contract lump sum price paid for “Construct Linear Bioretention Area” will include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals and for doing all work involved in construction of the linear bioretention area, and related incidental work, including but not limited to potholing, protection of existing utilities and facilities, sawcutting, demolition, excavation, disposal and offhaul, backfilling voids and compacting material, formwork, foundation, steel reinforcement, and concrete placement, curing, and surface restoration as shown on the plans, complete in place, as specified in the Standard Specifications and these Special Provisions.

WORK NOT PAID FOR SEPARATELY
Full compensation for the following work shall be considered as included in the contact prices paid for the various items of work and no separate payment will be made therefor:
• Jobsite maintenance
• Street sweeping
• Protecting existing facilities
• Project Appearance
• Protection and restoration of existing improvements
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Jobsite Maintenance
The Contractor shall perform daily clean-up operations to keep the jobsite and adjacent properties free from accumulation of waste materials and debris resulting from the Contractor’s operations. The Contractor shall deposit waste material in on-site containers or at a legal disposal area away from the site at the end of each working day.

Nothing herein shall be construed as relieving the Contractor of responsibility for final cleanup of the site as provided in Section 4-1.13, “Cleanup”, of the Caltrans Standard Specifications.

Surplus excavated material shall become the property of the Contractor and shall be disposed of outside the street right of way as required in the Caltrans Standard Specifications within 2 days of excavation. The depth of excavation shall be to such lines and grades required to reconstruct the street as shown on the plans or as directed by the Engineer.

The Contractor shall keep existing streets free from dirt and debris at all times. The Contractor shall be prepared to sweep surfaces immediately if deemed necessary by the Engineer for public safety and to avoid damage to properties. If streets are not satisfactorily cleaned within 12 hours from verbal notice by the Engineer, the City will issue s Stop Work Notice.

S.P. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK The Contractor shall provide a schedule of work and temporary traffic control plan (TTC Plan) ten (10) calendar days prior to the pre-construction conference and receive approval from the Engineer before starting any work. The construction schedule shall detail sufficient information to be used to notify homeowners of expected work in their area and to permit the City to schedule inspection and testing. Work shall begin within (7) seven calendar days after the Notice to Proceed is issued by the City.

A pre-construction conference will be held at the Belmont Public Works Department, 1 Twin Pines Lane, Suite 385, Belmont, California. The contractor is directed to arrange for the following:

A. Attendance

1. Contractor's Superintendent

2. Major Subcontractors

3. Others, as appropriate
B. Submittals:

1. Construction Schedule (Submit 10 calendar days in advance)

2. Temporary Traffic Control Plan (Submit 10 calendar days in advance)

3. General Notice to Residents
a. Contractor's telephone number (including 24-hour emergency contact) b. Nature of work
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c. Expected duration

4. All material submittals and planned storage of equipment and materials.

5. EEO, IIPP, and Safety Policy
Prior to commencing work, the Contractor shall submit to the Engineer a copy of his construction schedule. The Contractor shall submit an updated (written) copy of the construction schedule to the Engineer on a weekly basis, during construction, subject to approval. Updates of the Schedule to reflect actual progress shall not be considered revisions to the Schedule. Since scheduling is a dynamic process, revisions to activity durations and sequences are expected on a weekly basis.

The Contractor is required to obtain a Temporary Encroachment Permit from the Department of Public Works for any work or storage of material in the public right-of-way.

S.P. 6-2 PROSECUTION OF THE WORK
Working hours for this project shall be from 8:00 a.m. to 5:00 p.m. Monday through Friday unless otherwise noted and except for designated legal holidays.

The designated legal holidays are:

New Year's Day (January 1)
Martin Luther King's Birthday (third Monday in January) Presidents' Day (third Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4)
Labor Day (first Monday in September)
Columbus Day (second Monday in October)
Veterans Day (November 11)
Thanksgiving Break (fourth Thursday and following Friday in November) Christmas Day (December 25).

When a designated legal holiday falls on a Saturday, the preceding Friday shall be the designated legal holiday. When a designated legal holiday falls on a Sunday, the following Monday shall be the designated legal holiday.

S.P. 6-7 TIME OF COMPLETION
Total Contract time for all work is 128 working days. Punchlist items are included in Contract time.

S.P. 6-9 LIQUIDATED DAMAGES
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In accordance with Public Contracts Code, Section 10226, it is agreed by the parties to the contract that for each day, including weekends and holiday’s that completion of the work, including Punchlist items is delayed beyond the specified time will cause damage to the City of Belmont. The Contractor shall forfeit and pay to the City $4,500.00 per day for each working day in excess of the contract time.

Liquidated damages shall not apply for excusable delay, as defined in Section GC-01. However, the Contractor shall not be entitled to additional compensation as a result of the completion date being extended due to excusable delay.

S.P. 7-7 COOPERATION AND COLLATERAL WORK
The City reserves the right to perform other and additional work, by contract or otherwise, at or near the site (including materials sites) at any time by the use of other forces. Should work be underway or subsequently undertaken within or adjacent to this project, the Contractor shall cooperate with all other Contractors or other forces and conduct this work so that the operations of both suffer the least interference and delay. If there should be any disagreement between the Contractors or the Contractor and the City as to the manner and order of performing work, such disagreement will be resolved by the Engineer, and his/her determination shall be final.

If the contract gives notice of other work that may affect the work of this contract, the coordination of the work shall be taken into account by the Contractor, and any resulting costs shall be considered as included in the contract items.

S.P. 7-9 PROTECTION AND RESTORATION
The Contractor is responsible for replacing damaged improvements on private property and within the street right-of-way including, but not limited to, shrubs, lawns, irrigation lines, and sidewalks, except that fences within the street right-of-way or easements may be removed only if approved by the Engineer in order to perform the work and allow the property owner to salvage materials in advance. Every effort must be made by the contractor to work around existing improvements.

Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor.

S.P. 7-10 PUBLIC CONVENIENCE AND SAFETY
Safety throughout the site is the Contractor's responsibility. The Contractor shall provide a safe working environment for employees and the public, meeting all standards of the State of California. All differences in grade greater than four (4) inches in any vehicular travel area shall be ramped with temporary asphalt/cutback until such time as final paving takes place. All differences greater than one (1) inch in grade in pedestrian areas shall be considered a "trip hazard" and shall be ramped with temporary AC or other acceptable means until such time as final restoration takes place. All excavations shall be covered during "non- working hours." All excavations in vehicular areas shall be covered with 3/4" thick steel plates (minimum).

Excavations in pedestrian areas shall be covered with plywood and barricades. All steel plates and plywood shall have a non-skid surface. All barricades on the project site shall be equipped with lights (in working condition).
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Construction Area Signs
The Contractor shall furnish, install, maintain and remove construction area signs when no longer required in accordance with the provisions in Section "Temporary Traffic Control" of the Caltrans Standard Specifications and these Special Provisions. The base material of construction area signs shall not be plywood.

The cost for construction area signs as provided herein shall be considered as included in the contract lump sum (LS) price paid for “Temporary Traffic Control and Construction Area Signs”.

Temporary Traffic Control
The Contractor shall notify the Engineer of his intent to begin work on each street at least five (5) days before work is begun on that street. The Contractor shall cooperate with local authorities relative to handling traffic through the area.

Notifications to the public shall be accomplished in the following manner:

1. General Notice, by mail, shall be sent to all residences along and adjacent to each street to be reconstructed 2 weeks in advance of commencement of work for that street. Such General Notice, by mail, shall be reviewed and approved by the Engineer prior to mailing. Contractor's emergency telephone number and contact individual shall be provided.

2. Contractor shall post “No Parking” signs along each street to be reconstructed at least fortyeight (48) hours in advance of commencement of work for that street; and shall arrange with the Police Department for removal of vehicles as required. “No Parking” signs may be posted without the approval of the Engineer. "No Parking" signs shall indicate the date, time (civilian hours), hours, and day of the week of the parking prohibition. The Contractor shall contact the Police Department to verify the posting of “No Parking” signs in advance.

Delays to the Contractor caused by the presence of parked vehicles will not be grounds for additional compensation or extension of time.

The minimum width of a temporary traffic lane shall be 10 feet, unless otherwise permitted by the Engineer. The full width of the traveled way shall be open for use by public traffic when construction operations are not actively in progress. No parking will be permitted in the construction area. Personal vehicles of the Contractor's employees shall not be parked on the traveled way, including any section closed to public traffic.

Temporary Traffic Control Plans
The Contractor shall provide a temporary traffic control plan (TTC Plan) for each street ten (10) calendar days prior to pre- construction conference and receive approval from the Engineer prior to commencement of work. Each TTC Plan shall clearly show how the Contractor proposes to handle both vehicular and pedestrian traffic during construction for each street.

Each TTC Plan shall include details such as follows:

A. Work area and operations for which the traffic control is proposed.

B. Hours of the day and proposed dates that the plan will be in effect. 298
C. Salient dimensions and features of the existing roadways.

D. Location, width, direction and turning movements of traffic for proposed traffic revisions.

E. Type, location, reference distances, spacing, etc. for such items as signs, cones, barricades, arrow boards and flagmen.

F. Conformance to the California Manual on Uniform Traffic Control Devices, Revision 5 (March 27, 2020).

G. Conformance to the order of work requirements in these Special Provisions.

H. Conformance to all the applicable traffic control requirements specified in these Special Provisions.

I. Any alterations to a TTC Plan, proposed lane closures, before or after initial implementation, shall be approved in advance by the Engineer.

J. Traffic shall be maintained by complying with the approved TTC Plan and alterations, if any.

Contractor shall notify Belmont Police Dispatch (650-595-7400) and Engineer’s representative (510-760-8394) on a daily basis (as needed) at the beginning of each shift to inform them of ANY lane closure and at the end of each shift to inform them of the street opening to through traffic. Note: Contractor shall provide access for emergency vehicles at all times during his operations.

Full compensation for conforming to the provisions in this section shall be considered as included in the contract lump sum (LS) price paid for “Temporary Traffic Control and Construction Area Signs” and no additional compensation will be allowed therefor. 299