Agenda — Richmond City Council, May 21, 2024 (part 5 of 6)

See attached calculations by ACH Consulting
Engineers for reference. Our calculations are in
agreement that the design of the frame is
governed by wind loading in the short direction.

Comparison of design wind pressure:

Per ACH Consulting Engineers
P = 1.44kPa (windward) + 1.03kPa (leeward)
= 2.47kPa = 52psf
Per our office determined wind loading:

P = 30.83 psf >> Use 52 psf in Calculations
This indicates that the frame design loads are
conservative and satisfy minimum wind design
loads per 2016 CBC 9
Approved for Commercial
Approved by: State of California
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Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
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Orlando, FL 32839
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Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839

GOVERNING

LOAD USED IN

ATTACHED
DESIGN
1119
Design By: CAR 08/10/2022
Roof Panel Data (80mm(3.125”) thick/ 3000mm(118.125”) long) Max Outward Uniform Wind Pressure: 2.91 kPa = 60.8 psf
Max Dead Load: 10 kg/m^2 = 2.0 psf
Max Live Load: 0.25 kPa = 5.2 psf
Allowable Deflection: L/150
118.125"/150 = 0.7875" ==> Deflection at Max Wind Loading Structural Analysis:

Wind Pressure = 16 psf Positve Pressure / 55.5 psf Negative Pressure Dead Load = 10 psf
Live Load = 20 psf
L/240 = 118.125"/240 = 0.492"
L/180 = 118.125"/180 = 0.656"

1.4D Deflection (1' Strip):
(1.4*10 plf)*0.7875"/60.8 plf = 0.181" < [L/240 (0.492")]

1.2D+1.6L Deflection (1' Strip):
(1.2*10 plf+1.6*20 plf)*0.7875"/60.8 plf = 0.570" < [L/180 (.656")] .

Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1120
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
3" 0.176" = 0.707*(1/4")
Section Properties:

A = 2.243 in^2
Ix = 3.783 in^4
Sx = 2.256 in^3
HSS3x3x3/16 w/ 1/4" welds all around:

Mmax = 3.8 k-ft [max moment per RAM model]
Vmax = [1.2*37.5 pfl+1.6*75 plf]*7.5'
= 1240 lb = 1.24 k [per RAM Model loading]
M / S = 3.8 k-ft*(12 in/ft) / 2.256 in^3 = 20.213 ksi
V / A = 1.24 k / 2.243 in^2 = 0.55 ksi
vmax = 20.213 + 0.55 = 20.76 ksi
Vallow = 70 ksi * 0.45 = 31.5 ksi > vmax (20.76 ksi)
STEEL WELD CONNECTION DESIGN:
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Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
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Orlando, FL 32839
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Page 21 ends

Page 22 ends

SAFE MODEL CALCULATIONS
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1140

Page 23 ends

Dead Load
Loading Diagrams
Additional Surface Dead Load of 10psf not shown
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1141

Page 24 ends

Live Load
Additional Surface Live Load of 40psf not shown
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1142

Page 25 ends

Wind Load
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1143

Page 26 ends

Seismic Load
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1144

Page 27 ends

Design Strips
Design Strip Layer A
Design Strip Layer B
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1145

Page 28 ends

Required Reinforcement
Top Mat
Bottom Mat
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1146

Page 29 ends

Controlling Stress Diagram
Load Combination: 1.2D+1.0L+EQx+0.3Wy
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1147

Page 30 ends

Page 31 ends

Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1149
The following Engineering Calculations were
done by ACH Consulting Engineers and are
for reference only.

APPENDIX
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839
1150

FOR REFERENCE ONLY
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839 1151
FOR

REFERENCE
ONLY
Approved for Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839 1152
FOR

REFERENCE
ONLY
Approved for Commercial
Approved Approv by: State of California
MH DAA #DM1507408 1
Intertek nt (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Approva Date:2024-02-23
Expirati Exp on Date: 2025-05-22
Without F Wi oundation Approval
1748 33 1748 33rd Street
Orlando, FL 32839 1156
FOR

REFERENCE
ONLY
Approvedfor Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation ndation Approval
1748 33rd Street
Orlando, Orlando FL 3283 FL 32839 1157
FOR

REFERENCE
ONLY
Approvedfor Commerci o al
Approved by: State of California
MH DAA #DM1507408
Intertek (Interte (I t tek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation ndation Approval
1748 33rd Street
Orlando, FL 3283 FL 328 9 1158
FOR

REFERENCE
ONLY
ApprovedforCommercial
Approvedby:StateofCalifornia
MH DAA #DM1507408
Intertek (Interte I k-ATI)
PlanApproval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without FoundationApproval
1748 33rd Street
Orlando, FL 32839 1159
FOR

REFERENCE
ONLY
Approvedfor Commerci C al
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date:2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando Orlando, Ol FL 3283 FL 32839 1160
FOR

REFERENCE
ONLY
Approvedfor Commerci C al
Approvedby:StateofCalifornia
MH DAA #DM1507408
Intertek(Intertek-ATI)
PlanApproval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
ExpirationDate:2025-05-22
Without FoundationApproval
1748 33 1748 33rd Street
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REFERENCE
ONLY
Approvedfor Commercial
Approved by: State of California
MH DAA #DM1507408 1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-2 2
Without Foundation Approval
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FOR

REFERENCE
ONLY
Approvedfor Commerci Co al
Approvedby:StateofCalifornia
MH DAA #DM1507408
Intertek(Intertek-ATI)
PlanApproval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without FoundationApproval
1748 33rd Street
Orlando, Orland FL 32839 1163
FOR

REFERENCE
ONLY
Approvedfor Commerci o al
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 3283 FL 3283 FL 328 9 1164
FOR

REFERENCE
ONLY
Approvedfor Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Interte I t k-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation ndation Approval
1748 33rd Street
Orlando, Orlando FL 3283 FL 32839 1165
FOR

REFERENCE
ONLY
Approvedfor Commerci Co al
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
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1748 33rd Street
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FOR

REFERENCE
ONLY
Approvedfor Commerci Co al
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation Approval
1748 33rd Street
Orlando, FL 32839 1167
FOR

REFERENCE
ONLY
Approvedfor Commerci o al
Approvedby:StateofCalifornia
MH DAA #DM1507408
Intertek (Interte Ik-ATI)
PlanApproval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without FoundationApproval
1748 33rd Street
Orlando, FL 32839 1168
FOR

REFERENCE
ONLY
Approvedfor Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Intertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without Foundation oundatio Approval
1748 33rd Street
Orlando, Orlando FL 32839 1170
FOR

REFERENCE
ONLY
Approvedfor Commercial
Approved by: State of California
MH DAA #DM1507408
Intertek (Interte (I tertek-ATI)
Plan Approval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
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Exeloo Ltd
20-22 Paramount Drive, Henderson
Auckland, New Zealand 0610
02/22/2024
(+64) 9 837 6961
1190

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX G.

PITCHING AND MUSICIAN SCULPTURES PLANS AND STRUCTURAL CALCULATIONS 1191

WEST COUNTY WASTEWATER
2910 Hilltop Drive
Richmond, CA 94806
Telephone 510-222-6700

SEWER PERMIT
PERMIT #: 26602 DATE ISSUED: 3/14/2024
JOB ADDRESS: 1410 KELSEY STREET LOT #:

PARCEL ID: 561-242-001 MAP #: L-09
SUBDIVISION: COORD: 1462908 , 534699

OWNER ADDRESS PHONE
CITY OF RICHMOND 3201 LEONA AVENUE RICHMOND CA 94804 510-620-6920

GENERAL CONTRACTOR ADDRESS PHONE

SEWER CONTRACTOR ADDRESS PHONE
PROJECT TYPE: PLAN CHECK UNITS:

FLOOR AREA: 0.00
TYPE OF BUSINESS: SEWER MAIN EXTENSION:

CONTACT: GREG HARDESTY SIZE:

ANNEXATION REQ’D: TYPE:

BACK WATER CONTROL REQ’D: LIN. FT:

SEWAGE EJECTOR REQ’D: MH’S:

EASEMENT REQ’D: RI’S:

DATE: EST. COST: $ 0.00

FEE CODE DESCRIPTION AMOUNT
IV-CM-CON COMMERCIAL CAPACITY CHARGE – 5/8” WM $2,344.00 VII-REP-PA MINOR REPAIRS PLAN APPROVAL $ 183.00
VII-REP-PE MINOR REPAIRS PERMIT $ 331.00
TOTAL $ 2,858.00
NOTES: SHIELDS-REID RENOVATION INCLUDING, BUT NOT LIMITED TO: RECREATIONAL AREAS, GARDENS AND LIGHTING. INSTALLATION OF AN (N) 5/8-INCH WATER METER.
*N O T I C E*
ALL FEES ARE DUE AND PAYABLE AT THE TIME OF PLAN APPROVAL. PERMIT EXPIRES ONE YEAR FROM DATE OF ISSUANCE.

SEWER CLEANOUT & BACKFLOW PREVENTER REQUIRED FOR ALL CONSTRUCTION.

UNDERGROUND SERVICE ALERT (USA), (800) 642-2444, MUST BE CALLED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION.

STATEMENT OF BUILDER-PERMITEE:

ESTIMATED DATE CONSTRUCTION (BUILDING) IS TO BE COMPLETED:

NOTE: FEES ARE SUBJECT TO CORRECTION FOR ERRORS AND OMISSIONS PRIOR TO FINAL INSPECTION.

THE UNDERSIGNED HEREBY DECLARES UNDER PENALTY OF PERJURY THAT ALL INFORMATION FURNISHED

HEREBY IS TRUE AND CORRECT TO THE BEST OF THEIR KNOWLEDGE AND BELIEF AND THAT THEY AGREE TO

ACCEPT AND ABIDE BY ALL ORDINANCES, REGULATIONS, RULES, AND DIRECTIONS OF WCW AND ITS REPRESENTATIVES AND THE STATE AND OTHER APPROPRIATE JURISDICTIONS.

THE UNDERSIGNED HEREBY FURTHER AGREES TO INDEMNIFY WCW AND HOLD WCW HARMLESS AGAINST ANY

AND ALL CLAIMS, DEMANDS, AND CAUSES OF ACTION ARISING DIRECTLY OR INDIRECTLY OUT OF THE PERFORMANCE OF THE WORKS HEREIN ABOVE AUTHORIZED.
_____________________________________ ___/___/_____
(SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT) DATE
_________________________________________________ ___/___/_____ (APPROVED BY) DATE

BY INSPECTOR

MAIN-PROPERTY LINE OK CLEAN OUT OK

PROPERTY LINE-BLDG OK BACK WATER OK
FINAL INSPECTION DATE 1192
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

PlaceWorks hereby reserves
its common law copyright and
other property rights in these
plans. These plans shall not
be reproduced, changed, assigned, or
copied in any form. Any
changes made by parties other
than PlaceWorks, without first obtaining the
written permission
and consent of PlaceWorks, shall relieve
PlaceWorks of responsibility for the project
or effected portion thereof. Richmond Contra Costa County California 121 PARK PLACE RICHMOND, CA 94801 PHONE: (415) 883-9850 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20' GENERAL NOTES, LEGEND, AND ABBREVIATIONS -

GENERAL NOTES

1. WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RICHMOND STANDARD CONSTRUCTION

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

DEPARTMENT OF TRANSPORTATION, AND UTILITY COMPANY'S STANDARD PLANS AND SPECIFICATIONS AS APPLICABLE, LATEST EDITION.

2. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE

CONTRACTOR FURTHER AGREES TO HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

3. CONTRACTOR SHALL HOLD HARMLESS THE CITY AND ITS AUTHORIZED REPRESENTATIVES FROM ALL LIABILITIES AND DAMAGES RESULTING FROM HIS CONSTRUCTION OPERATIONS.

4. PRIOR TO COMMENCING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL VERIFY ALL INTERFACES BETWEEN

EXISTING CONDITIONS AND NEW CONSTRUCTION FOR GRADING, DRAINAGE, UNDERGROUND, AND OVERHEAD

FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND OR AT GRADE FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION OPERATIONS UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL CONTRACT DOCUMENTS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE CITY PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

6. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

8. ALL EASEMENTS OR OTHER ENCUMBRANCES SHOWN OR REFERENCED IN THESE PLANS OR DISCLOSED IN THE TITLE REPORT ARE SUBJECT TO INHERENT OR EXPLICIT RESTRICTIONS. THE OWNER IS RESPONSIBLE FOR DETERMINING THE IMPACT OF THESE RESTRICTIONS ON HIS OR HER INTENT FOR THE PROPERTY.

9. CONSTRUCTION STAKING FOR IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR.

10. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING UNDERGROUND, AT-GRADE OR OVERHEAD

IMPROVEMENTS DAMAGED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY, INCLUDING PERMANENT TRENCH RESURFACING.

11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING ENCROACHMENT PERMIT FROM THE CITY PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY.

12. TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST "MANUAL OF TRAFFIC CONTROLS" PUBLISHED BY THE CALIFORNIA DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL

SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY FOR APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OPERATIONS.

13. CONTRACTOR TO BE AWARE OF AND PROTECT ALL OVERHEAD LINES AT ALL TIMES, SO AS NOT TO DISTURB THEM.

14. WATER SHALL BE PROVIDED ONSITE BY THE CONTRACTOR AND USED TO CONTROL DUST DURING CONSTRUCTION OPERATIONS.

15. OUTDOOR NOISE-GENERATING CONSTRUCTION ACTIVITIES (INCLUDING BUT NOT LIMITED TO RAPID IMPACT

COMPACTION (RIC) GRADING, TRENCHING, CONCRETE PLACEMENT, SAWING AND HAMMERING) SHALL BE LIMITED TO THE HOURS BETWEEN 7AM. AND 5PM, MONDAY THROUGH FRIDAY.

16. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT, “GEOTECHNICAL INVESTIGATION REPORT", PREPARED BY A3GEO, DATED OCTOBER 18, 2023.

17. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS PRIOR TO COMMENCING WORK. THE

GEOTECHNICAL ENGINEER SHALL OBSERVE CONSTRUCTION TO VERIFY THAT EXISTING AND INSTALLED CONDITIONS ARE CONSISTENT WITH THE GEOTECHNICAL REPORT.

18. CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIREMENTS OF ASSEMBLY BILL 2040, DAVIS, ASBESTOS.

19. IF SIGNIFICANT CULTURAL MATERIALS ARE EXPOSED OR DISCOVERED DURING EITHER SITE CLEARING OR SUBSURFACE CONSTRUCTION, ALL OPERATIONS SHOULD STOP WITHIN 25 FEET OF THE FIND AND A QUALIFIED PROFESSIONAL ARCHAEOLOGIST CONTACTED FOR FURTHER REVIEW AND RECOMMENDATIONS. POTENTIAL RECOMMENDATIONS COULD INCLUDE EVALUATION, COLLECTION, RECORDATION, ANALYSIS, ETC. OF ANY SIGNIFICANT CULTURAL MATERIALS FOLLOWED BY PREPARATION OF A PROFESSIONAL REPORT. THE CONTRACTOR SHALL NOTIFY THE CITY AND THE OTHER GOVERNING JURISDICTION OF ANY DISCOVERIES.

20. SIGNIFICANT PREHISTORIC CULTURAL RESOURCES ARE DEFINED AS HUMAN BURIALS, FEATURES OR OTHER CLUSTERING OF FINDS MADE, MODIFIED OR USED BY NATIVE AMERICAN PEOPLES IN THE PAST. THE PREHISTORIC

AND PROTOHISTORIC INDICATORS OF PRIOR CULTURAL OCCUPATION BY NATIVE AMERICANS INCLUDE ARTIFACTS

AND HUMAN BONE, AS WELL AS SOIL DISCOLORATION, SHELL, ANIMAL BONE, SANDSTONE COBBLES, ASHY AREAS, AND BAKED OR VITRIFIED CLAYS.

21. ALL MASS GRADING SHALL BE PERFORMED UNDER THE STRICT SUPERVISION OF THE PROJECT GEOTECHNICAL ENGINEER, AND SHALL BE IN CONFORMANCE WITH THE SITE SPECIFIC GEOTECHNICAL REPORT. MASS GRADING

SHALL INCLUDE DEMOLITION, CLEARING AND GRUBBING, TREE REMOVAL, REMEDIAL GRADING (BUTTRESSING,

KEYWAYS, SUBDRAINS), SUB-EXCAVATION AND COMPACTION OF FILL AREAS, CUTTING HIGH AREAS AND STREETS,

PLACING AND COMPACTION OF FILL ON LOW AREAS AND STREETS, HAUL ROAD CONSTRUCTION AND REMOVAL, FINISHED GRADING OF SITE TO A TOLERANCE OF ± 0.1 FEET, UNDER-CUTTING OF STREETS SUFFICIENT TO

ACCOMMODATE UTILITY SPOILS, HAULING, PLACEMENT, COMPACTION OR STOCKPILING OF UTILITY SPOILS AS

REQUIRED, IMPORT, PLACEMENT AND COMPACTION OF SOILS AS REQUIRED TO BALANCE THE SITE AND EXCAVATION FOR MASONRY.

22. IF, AT ANY TIME DURING GRADING OPERATIONS, ANY UNFAVORABLE GEOLOGICAL CONDITIONS ARE ENCOUNTERED, GRADING IN THAT AREA WILL STOP UNTIL APPROVED CORRECTIVE MEASURES ARE OBTAINED.

23. ALL DEBRIS, EXCESS, AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT APPROVED DISPOSAL SITES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR THE TRANSPORTATION OF MATERIAL TO AND FROM THE SITE.

24. ALL FILL SOILS OR SOILS DISTURBED OR OVER-EXCAVATED DURING CONSTRUCTION SHALL BE COMPACTED PER THE REQUIREMENTS OF THE SOIL REPORT BUT NOT LESS THAN 90% MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D-1557.

25. ALL GRADED BANK TOPS AND TOES SHALL BE ROUNDED.

26. THE PROPOSED GRADE AS SHOWN IN THE DRAWINGS IS THE FINISH GRADE AND NOT THE ROUGH GRADE. THE

CONTRACTOR SHALL BE RESPONSIBLE TO ACCOMMODATE FOR THE THICKNESS OF THE TOP SECTIONS (ROADWAY, CONCRETE, TOPSOIL, ETC.) TO ARRIVE AT THE ROUGH GRADE ELEVATION. THE CONTRACTOR IS RESPONSIBLE FOR

ANY ADDITIONAL ADJUSTMENTS TO ACCOMMODATE TRENCH OR FOUNDATION SPOILS, OR ITEMS AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

27. STRAIGHT GRADE SHALL BE MAINTAINED BETWEEN CONTOUR LINES AND SPOT ELEVATIONS UNLESS OTHERWISE SHOWN ON THE PLANS.

28. ALL RAMPS AND OTHER ACCESSIBILITY ACCOMMODATIONS ARE INTENDED TO COMPLY WITH THE CURRENT STANDARDS UNDER THE AMERICANS WITH DISABILITIES ACT. THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER IF ANY PROPOSED IMPROVEMENTS ARE NOT CONSISTENT WITH THE STANDARDS.

29. ALL STREETS SHALL BE SWEPT AND KEPT CLEAN AT THE END OF EACH DAY AND SHALL COMPLY WITH ALL APPLICABLE RWQCB REQUIREMENTS FOR THE DURATION OF THE PROJECT WORK.

30. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INCLUDING NPDES, FROM THE APPROPRIATE JURISDICTIONAL

AGENCIES FOR DISCHARGE OF GROUNDWATER THAT MAY BE NECESSARY TO ACCOMPLISH WORK SHOWN ON THESE PLANS.

31. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (800-227-2600) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION.

32. THE CONTRACTOR SHALL OBTAIN AN O.S.H.A. PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE CONSTRUCTION OF TRENCHES OR EXCAVATIONS WHICH ARE 5' OR DEEPER. ALL TRENCHES 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW.

33. UTILITIES AS SHOWN CONFORM TO AVAILABLE RECORD DATA. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF

UNDERGROUND UTILITY INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND DEPTHS BY POTHOLING OF ALL

UTILITIES WITH APPROPRIATE AGENCIES, AND TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE AGENCY AND TO THE CIVIL ENGINEER.

34. IT SHALL BE THE PAVING CONTRACTOR'S RESPONSIBILITY TO RESTORE STREET AND SIDEWALK SUBGRADES DISTURBED DURING UNDERGROUND UTILITY CONSTRUCTION. ALL EXISTING STREET IMPROVEMENTS DAMAGED

DURING CONSTRUCTION SHALL BE REPAIRED IN CONFORMANCE WITH CITY OF RICHMOND STANDARD CONSTRUCTION

PLANS AND SPECIFICATIONS AND TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL MEET ANY ADDITIONAL REQUIREMENTS OF THE ENCROACHMENT PERMIT.

35. TRENCHES CUT THROUGH THE PAVEMENT OF PUBLIC STREETS SHALL BE FULLY REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. THE LIMITS AND DETAILS OF THE TRENCH RESTORATION SHALL BE OUTLINED ON THE IMPROVEMENT PLANS. ANY STREET TRENCH CUT MORATORIUM ALREADY ESTABLISHED OR ESTABLISHED PRIOR TO COMMENCEMENT OF TRENCHING SHALL BE OBSERVED. THE CITY ENGINEER RETAINS THE RIGHT TO REQUIRE STREET

REPAIR THAT INCLUDES THE GRINDING AND OVERLAY OF EXISTING PAVEMENT FOR THE FULL STREET WIDTH WITHIN THE VICINITY OF ANY TRENCHING IN ORDER TO MAINTAIN PAVEMENT INTEGRITY.

36. DIMENSIONS TO PIPELINES ARE TO CENTERLINE UNLESS OTHERWISE NOTED.

37. IRRIGATION IMPROVEMENTS ARE TO BE INSTALLED ACCORDING TO THE PLANS PREPARED BY BROOKWATER.

IRRIGATION LINES SHOWN ON ANY OTHER SHEETS ARE FOR VISUAL PURPOSES ONLY.

38. ALL WATER LINES SHALL BE INSTALLED WITH 36” MINIMUM COVER FROM TOP OF PIPE TO FINISHED GRADE, UNLESS OTHERWISE NOTED.

39. THRUST BLOCKS SHALL BE INSTALLED AT WATERLINE HORIZONTAL AND VERTICAL BENDS, TEES, CAPPED ENDS AND REDUCERS ACCORDING TO THE DETAILS PROVIDED ON THESE PLANS.

40. ALL METAL PIPES AND PIPE FITTINGS (E.G., VALVES, BOLTS, FLANGE JOINTS, JOINT HARNESSES, FLEXIBLE COUPLINGS, ETC.) SHALL BE PROTECTED AGAINST CORROSION.

41. MANHOLE FRAMES AND COVERS AND ALL OTHER UTILITY FRAMES AND COVERS LOCATED WITHIN PAVED AREAS SHALL BE BROUGHT TO FINISH GRADE AFTER PAVING. RIM GRADES, WHERE SHOWN, ARE APPROXIMATE.

CONTRACTOR TO ADJUST RIM GRADE TO CONFORM WITH INSTALLED PAVING.

42. PIPE SLOPES AND DISTANCES SHOWN ON PLANS ARE FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

43. THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO STARTING ANY SEWER WORK.

44. THE CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATELY OF ANY CONFLICT BETWEEN SEWERS AND OTHER UNDERGROUND FACILITIES.

45. STORM DRAIN STRUCTURE STATIONS AND OFFSETS ARE TO THE CENTER OF STRUCTURE AT THE FACE OF CURB.

46. STORM DRAINAGE SYSTEMS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FINAL SITE CONDITION AT COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE OF THE SITE, DURING INTERIM CONDITIONS OF CONSTRUCTION.

47. ALL CURB DIMENSIONS AND RADII ARE TO FACE OF CURB.

48. ASPHALT PAVEMENT SHALL BE CONSTRUCTED IN AT LEAST TWO LIFTS, AND THE SECOND LIFT SHALL BE A MINIMUM OF 2 INCHES AND SHALL BE PLACED ONLY AFTER THE CONSTRUCTION OF SITE IMPROVEMENTS AND BUILDING CONSTRUCTION HAVE BEEN SUBSTANTIALLY COMPLETED. THE FINAL PAVEMENT SURFACE SHALL BE FREE OF

GOUGES, PATCHES, OR OTHER DEFECTS TO THE SATISFACTION OF THE CITY ENGINEER PRIOR TO ACCEPTANCE OF SITE IMPROVEMENTS.

49. THE LOCATION OF SYMBOLS SHOWN ON THE DRAWINGS MAY NOT REPRESENT THE PRECISE LOCATION OF THE PROPOSED IMPROVEMENT. IF THE SYMBOL IS NOT ACCOMPANIED BY DIMENSIONS TO LOCATE THE PRECISE

LOCATION OF THE PROPOSED IMPROVEMENT, REFER TO STANDARD DETAILS SHOWN WITHIN THE DRAWINGS OR APPROPRIATE AGENCY STANDARD DETAILS. NOTIFY THE ENGINEER.

ABBREVIATIONS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

AD AREA DRAIN

BF BOTTOM OF FOOTING

BSW / W BACK OF SIDEWALK

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTERLINE / CONTROL LINE

CP CONTROL POINT

DI DROP INLET

DL DAYLIGHT

DWY DRIVEWAY

EG EXISTING GRADE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FC / C FACE OF CURB

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FS FINISH SURFACE

GB GRADE BREAK

GL LIP OF GUTTER

GR GRASS

HDPE HIGH DENSITY POLYETHYLENE
PIPE

HP HIGH POINT

INV INVERT

JB JUNCTION BOX

JP JOINT POLE

JT JOINT TRENCH

LF LINEAR FEET

LP LOW POINT

MH MANHOLE

NTS NOT TO SCALE

P ASPHALT PAVEMENT

PB PULLBOX
P.C.C. PORTLAND CEMENT CONCRETE

PR PROPOSED

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RW RIGHT OF WAY

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SDMH STORM DRAIN MANHOLE

SF SQUARE FEET

SS SANITARY SEWER

SSCO SANITARY SEWER CLEANOUT

SSMH SANITARY SEWER MANHOLE

SW SIDEWALK

TC TOP OF CURB

TF TOP OF FOOTING

TG TOP OF GRATE

TW TOP OF WALL
tw TOE OF WALL

UNO UNLESS NOTED OTHERWISE

VC VERTICAL CURVE

VIF VERIFY IN FIELD

WL WATER LINE

SYMBOLS

EXISTING PROPOSED
SIGN

TREE / TREE TO BE REMOVED

N/A LIGHT - POST MOUNTED

STREETLIGHT N/A

JOINT POLE (WITH GUY) N/A

SANITARY SEWER - CLEANOUT

SANITARY SEWER - MANHOLE N/A

N/A STORM DRAINAGE - AREA DRAIN

STORM DRAINAGE - CLEANOUT

N/A STORM DRAINAGE - DROP INLET

STORM DRAINAGE - MANHOLE N/A

GAS VALVE N/A

PULLBOX

FIRE HYDRANT N/A

WATER METER

WATER VALVE

FOUND / SET - CONTROL POINT N/A
SSCO
SDCO
PBWMWV

LINETYPES

EXISTING PROPOSED

BOUNDARY LINE

CABLE TELEVISION

CONTOUR - MAJOR

CONTOUR - MINOR

ELECTRICAL LINE
FENCE

FLOWLINE / SWALE

GAS LINE

GUARDRAIL

IRRIGATION

LIGHTING N/A

N/A LIMITS OF CONSTRUCTION

RETAINING WALL

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN

TELEPHONE LINE

TREE DRIPLINE N/A
WATER
CTV
30 E
G
IRR
SS
T
W

DEMOLITION LEGEND

SAWCUT, REMOVE AND DISPOSE CONCRETE CURB,

GUTTER, FLATWORK TO NEAREST JOINT BEYOND (VIF),

AC PAVEMENT (INCLUDING BASEROCK)

REMOVE AND DISPOSE PLAYGROUND RUBBER

MATTING
CLEAR, GRUB AND DISPOSE. USE HAND TOOLS OR

OTHER METHOD APPROVED BY THE ENGINEER WHEN

WORKING UNDER THE TREE DRIPLINE
SAWCUT LINE. SAWCUT AT NEAREST JOINT, TYP.

TREE PROTECTION WITH FENCE. SEE DEMO PLAN

CONSTRUCTION FENCING

EROSION CONTROL LEGEND

EXISTING
FIBER ROLLS. SEE DETAIL 2, THIS SHEET
CONSTRUCTION ENTRANCE.

SEE DETAIL 3, THIS SHEET

CONCRETE WASHDOWN AREA

DELIVERY AREA

NON HAZARDOUS STORAGE
STORM INLET PROTECTION. SEE DETAIL 1,

THIS SHEET

PORTABLE TOILET WITH LINER

TIRE WASH
WD
D
S
PT
TW

STORM WATER CONTROL
LEGEND

DRAINAGE MANAGEMENT AREA (DMA)
LIMITS

PROPOSED DIRECTION OF SLOPE

EXISTING DIRECTION OF SLOPE

PROJECT INFORMATION
SITE ADDRESS: 1410 KELSEY ST. RICHMOND, CA 94801
APN: 561-242-001-7

PROPOSED SCOPE
OF WORK:

THE SHIELDS-REID RENOVATION INCLUDES THE CONSTRUCTION OF A NEW

CHILDREN'S PLAY AREA, BIKE PUMP TRACK, STAGE AND PERFORMANCE AREA,

FITNESS ZONE, PUBLIC ART, HABITAT GARDEN, TREE SHADE AREA, LIGHTING, AND FENCING THROUGHOUT THE PARK.

PROPERTY USAGE: THE PROPOSED PROJECT SITE FOR IS PRESENTLY BEING USED AS AN OPEN RECREATION AREA WITH EXISTING PLAY STRUCTURES IN A LOCALIZED AREA.

POST-CONSTRUCTION, THE PARK WILL REMAIN A RECREATION AREA BUT WILL

INCLUDE UPDATED PLAY STRUCTURES, A RESTROOM, A BIKE PUMP TRACK, AND A STAGE AND PERFORMANCE AREA.

WATER METER
SIZES:

THERE IS AN EXISTING 2" WATER METER ON THE EAST SIDE OF THE FIELD, WHICH

WILL BE UTILIZED FOR THE NEW IRRIGATION WITHIN THE PROJECT LIMITS AND THE EX. IRRIGATION IN THE NORTH SOCCER FIELD. A NEW 5/8" WATER METER SHALL BE

INSTALLED ON THE SOUTH SIDE OF THE FIELD TO SUPPLY WATER TO THE NEW RESTROOM AND DRINKING FOUNTAIN.

Shields-Reid renovation including, but not
limited to: recreational areas, gardens and
lighting. Installation of an (N) 5/8” WM.
03/14/2024
1410 Kelsey Street / Richmond / 94801
561-242-001
1193
C

ALAMO AVENUE CHERRY STREET KELSEY STREET
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET EXISTING CONDITIONS SHEET
V101
NORTH 0 10 20 40
1" = 20'-0"
1194

C ALAMO AVENUE
CHERRY STREET 12" TREE 10" TREE 9" TREE 15" TREE 18" TREE 10" TREE 12" TREE 12" TREE REMOVE AND DISPOSE SWING SET AND FOUNDATION REMOVE AND DISPOSE PLAYGROUND EQUIPMENT REMOVE AND DISPOSE EX. BACK FLOW PREVENTER.

KELSEY STREET REMOVE AND DISPOSE BLEACHERS PROTECT PLAY EQUIPMENT IN PLACE REMOVE AND DISPOSE PLAY EQUIPMENT PROTECT IN PLACE EX. CONCRETE PATHWAY PROTECT IN PLACE EX. FENCING REPLACE EX. GATE HINGE PER SHEET LC101 REPLACE EX. GATE HINGE PER SHEET LC101 REPLACE EX. GATE HINGE PER SHEET LC101 REMOVE AND DISPOSE EX. PIPE. CONTRACTOR SHALL RECONNECT ALL EX. IRRIGATION LINE AS NEEDED FOR CONSTRUCTION IMPROVEMENTS 6" TREE10" TREE PROTECT IN PLACE EX. WATER LINE. SEE UTILITY PLAN PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX PROTECT IN PLACE CONCRETE AND LIGHTING PULLBOX ±4.4' 14"
14"
±3.4'

10.8' 4' 8'
13' ±15.4'
±8.6'
±7.6' ±30.8' ±4.8' ±12.8' ±7.5'
4' REMOVE AND DISPOSE CHAIN LINK FENCE MESH. PROTECT IN PLACE POSTS. REMOVE AND DISPOSE CHAIN LINK FENCE MESH. PROTECT IN PLACE POSTS. CONSTRUCTION STAGING AREA, SEE NOTE 1 All designs and ideas contained within these drawings are the property of PlaceWorks, Inc. PlaceWorks hereby reserves its common law copyright and other property rights in these plans. These plans shall not be reproduced, changed, assigned, or copied in any form. Any changes made by parties other than PlaceWorks, without first obtaining the written permission and consent of PlaceWorks, shall relieve PlaceWorks of responsibility for the project or effected portion thereof.

Richmond Contra Costa County California
121 PARK PLACE
RICHMOND, CA 94801
PHONE: (415) 883-9850
Public Works
PROJECT TITLE: DRAWING TITLE: SCALE: DATE: 2/27/2024 REVISIONS: DRAWING NO: SHEET OF SHEETS

SHIELDS REID PARK
IMPROVEMENTS 1" = 20' PERMIT SET
DEMOLITION PLAN CD101 NORTH 0 10 20 40 1" = 20'-0" MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. 2" X 6' STEEL POSTS OR APPROVED EQUAL. TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8' O.C. SECTION VIEW 8.5" X 11" SIGN LAMINATED IN PLASTIC ON EACH FENCE ENCLOSURE 4'-0" KEEP OUT TREE PROTECTION AREA CANOPY DRIP LINE, SEE DEMO PLAN FOR FENCE ALIGNMENT TREE PROTECTION DETAIL 1 NOTES: 1. CONTRACTOR TO DOCUMENT CONDITION OF STAGING AREA BEFORE USE. POST-CONSTRUCTION, THE CONTRACTOR MUST MEET THE SAME CONDITIONS OF THE STAGING AREA, OR BETTER. 2. WHEN CLEARING AND GRUBBING, PRESERVE NATIVE TOPSOIL AND STOCKPILE ON SITE IN A SEPARATE LOCATION FROM SUBSOIL. LEGEND SAWCUT, REMOVE AND DISPOSE CONCRETE CURB, GUTTER, FLATWORK TO NEAREST JOINT BEYOND (VIF), AC PAVEMENT (INCLUDING BASEROCK) REMOVE AND DISPOSE PLAYGROUND RUBBER MATTING CLEAR, GRUB AND DISPOSE. USE HAND TOOLS OR OTHER METHOD APPROVED BY THE ENGINEER WHEN WORKING UNDER THE TREE DRIPLINE SAWCUT LINE. SAWCUT AT NEAREST JOINT, TYP. TREE PROTECTION WITH FENCE. SEE DEMO PLAN CONSTRUCTION FENCING 1195 C
INT
PT

PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
SS
SSCO

ALAMO AVENUE CHERRY STREET

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA
CP #3
CP #1
CP #2
L16
L1
C1 L2
C4
C5
C3
C2
L3
8' 8'
6'
R3'
R2'
R10' C6
C7
C8
C9 C10
C11
C12
C13
C14 L4L5
L6
L7
L8
C19
C20
C18
C17
C16
C15
C21
C25
C26
C27
C28
C24
C23
C22
4'
C35
C36
C33
C34
C30
C31
C32
C29 L9
L10
L12
L11 L14 L15
L13
L17
L18 L21 L22 L23
L24
L25
L26
L27
C38
C39
C40

PLAYGROUND AREA

PLAYGROUND AREA
L28

FITNESS AREA

PUMP TRACK, NIC
C41
L29 14"
14" 10.8' 4' 14"
8' 13'

5.2' 5.2' ±1.9'
4' 4' ±5.1'
12' ±44.7'
±7.5' 4' ±12.7'
C42
C43
L30
C44
L32 L33 L34 L37
L35
L36

SEE STRUCTURAL PLANS FOR

STAGE FOUNDATION DETAILS

SEE LANDSCAPE

DETAILS FOR RESTROOM

SLAB FOUNDATION
RETAINING WALL. SEE DETAIL
3, SHEET CG501 (32 LF)
RETAINING WALL. SEE
DETAIL 3, SHEET CG501
(45 LF)

1.5'

LINE TABLE
TAG
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15

BEARING
S88°43'10"E
S01°11'13"W
S88°43'10"E
S01°06'36"W
S01°06'36"W
N38°05'02"E
N34°21'07"E
N35°15'50"E
S01°16'50"W
S89°01'11"E
N50°53'18"E
N31°39'55"W
S21°54'27"E
S03°48'13"E
N00°24'31"E

DISTANCE

88.99'

23.45'

2.75'

18.25'

20.32'

10.59'

8.68'

10.49'

12.67'

21.31'

51.77'

54.85'

87.99'

29.12'

18.29'

CURVE TABLE
TAG
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
RADIUS

76.00'

80.00'

69.00'

3.00'

61.00'

3.00'

63.00'

69.00'

3.00'

22.00'

3.00'

78.00'

22.00'

15.00'

33.00'
LENGTH
119.50'

56.33'

27.49'

3.59'

31.17'

6.56'

18.14'

15.77'

5.79'

18.46'

5.21'

36.91'

40.82'

46.15'

31.73'
DELTA
090°05'37"
040°20'43"
022°49'35"
068°36'09"
029°16'30"
125°14'25"
016°30'02"
013°05'42"
110°36'46"
048°04'33"
099°25'10"
027°06'33"
106°18'47"
176°16'05"
055°05'42"

CURVE TABLE
TAG
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
RADIUS

3.00'

99.00'

95.00'

56.00'

52.00'

23.00'
104.00'

46.00'

64.00'

68.00'

3.00'

78.00'

13.50'
LENGTH

4.11'

4.59'

32.35'

30.25'

30.17'

27.69'

23.18'

58.05'

54.03'

70.17'

65.32'

5.30'

3.38'

29.54'

22.27'
DELTA
078°24'34"
087°39'36"
018°43'29"
018°14'49"
030°52'10"
030°30'48"
057°44'00"
031°59'00"
067°17'37"
062°49'02"
055°02'21"
101°11'50"
064°31'19"
021°42'01"
094°29'46"

LINE TABLE
TAG
L16
L17
L18
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L32
L33

BEARING
N68°00'16"E
N86°24'09"E
S88°51'58"E
S00°42'03"W
S01°17'08"W
S01°17'08"W
N27°51'36"E
S82°58'06"E
S04°59'20"W
S62°20'17"W
N21°02'09"E
N51°02'57"E
N84°24'18"E
N01°16'50"E
N46°16'50"E

DISTANCE

33.33'

89.53'

92.82'

99.09'

47.29'

42.78'

3.40'

1.03'

1.38'

1.45'

46.07'

17.99'

4.39'

5.00'

8.00'

CURVE TABLE
TAG
C31
C32
C33
C34
C35
C36
C38
C39
C40
C41
C42
C43
C44
RADIUS

14.50'

8.50'

8.00'

9.00'

14.50'

9.00'

5.75'

8.00'

2.00'

22.16'

10.50'

70.00'

57.25'
LENGTH

15.16'

12.42'

13.01'

8.08'

11.88'

15.47'

6.85'

8.01'

5.03'

6.89'

4.02'

8.48'

30.35'
DELTA
059°54'13"
083°44'44"
093°09'54"
051°27'33"
046°56'45"
098°28'56"
068°14'43"
057°20'57"
144°10'03"
017°48'41"
021°55'27"
006°56'37"
030°22'43"

LINE TABLE
TAG
L34
L35
L36
L37

BEARING
N01°16'50"E
S01°16'50"W
S43°43'10"E
S01°16'50"W

DISTANCE

12.34'

4.69'

8.00'

12.34'
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET HORIZONTAL CONTROL PLAN
CH101
NORTH
0 10 20 40
1" = 20'-0"

SURVEY CONTROL POINTS
POINT NO. NORTHING EASTING ELEVATION DESCRIPTION
1 2175127.1340 6024644.4910 26.10 CP MN
2 2175047.6700 6024448.1590 24.10 CP MN CNC
3 2174977.2980 6024518.1460 24.87 CP SPK

SURVEY NOTES

1. EXISTING TOPOGRAPHY SHOWN HEREON WAS TAKEN FROM A SURVEY PERFORMED BY CSW DATED FEBRUARY 2023.

2. HORIZONTAL DATUM IS NORTH AMERICAN DATUM OF 1983 (NAD 83) PER CALIFORNIA REAL TIME NETWORK (CRTN), EPOCH 2017.5. MOUNT POINT USED WAS P181 MILLERKNOXCN2005.

3. VERTICAL DATUM IS NORTH AMERICAN DATUM OF 1988 (NADV88) PER CALIFORNIA REAL TIME NETWORK (CRTN), EPOCH 2017.5.

LEGEND

ADA ACCESIBLE PATHWAY
1196
C
INT
PT

PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
SS
SSCO

ALAMO AVENUE CHERRY STREET
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
AD
RIM 22.10
FG 23.43
EG ±23.5
(CONFORM)
EG ±24.1
(CONFORM)
EG ±24.1
(CONFORM)
EG ±24.0
(CONFORM)
EG ±24.0
(CONFORM)
EG ±24.3
(CONFORM)
EG ±25.2
(CONFORM)
EG ±25.4
(CONFORM)
EG ±26.0
(CONFORM)
FG 26.09
EG ±26.4
(CONFORM)
EG ±26.4
(CONFORM)
EG ±26.0
(CONFORM)
EG ±25.3
(CONFORM)
EG ±25.3
(CONFORM)
EG ±24.9
(CONFORM)
TW/EG ±24.9
(CONFORM)
TW/EG ±24.6
(CONFORM)
EG ±24.5
(CONFORM)
FG 25.50
FG 25.13 FG 25.50
FG 25.05
FG 25.02
FG 24.96
FG 24.30
FG 24.40
FG 25.50
FG 25.53

3.0%

1.5%
FG 24.88
FG 25.07
FG 25.16
FG 24.98
FG 25.07
FG 25.39
FG 25.46
FG 25.45 FG 25.41
FG 25.39
FG 25.17
FG 25.49
FG 24.61

1.1%

0.5%

2.5%
FG 27.00
FG 27.00

8.3%
FG 25.62
FG 25.13
TW/FG 24.69
FG 24.85
FG 24.60
FG 24.61 0.5%

1.1%

0.5%

1.6%
FG 24.56
FG 25.00

4.3%

0.8%

1.0%
FG 23.99
FG 24.94
FG 25.30 FG 25.34
FG 25.70
FG 26.13

1.2%
FG 25.46 0.9%
FG 25.49

0.5%

1.4%

2.5%

2.7%

3.7% 2.7%

2.0%

0.8%

EX DI
RIM ±21.6
FL ±23.2
(CONFORM)
FL ±23.3
(CONFORM)
FG 23.93
EG ±24.3
(CONFORM) EG ±24.6
(CONFORM)
FG 23.93
FG 24.03
FG 24.12
FG 24.08
FG 23.98
FG 24.02
FG 23.99
FG 23.95

1.1%
FG 24.55
FG 24.52

0.6%
FG 24.86
FG 24.85

0.8%

2.9% 1.0%
FG 25.38

1.4%
FG 21.25
FG 24.52
FG 25.76
FG 25.64
FG 25.32
FG 25.36
FG 25.36 FG 25.42
FG 25.45
FG 25.53
FG 25.60
FG 25.78
FG 25.95
FG 26.06
FG 26.12
FG 26.09
FG 25.35
FG 26.17
FG 25.72

33.0%

33.3%

32.5%
EG ±24.6
(CONFORM)
FG 24.65

2.0%

1.6%

0.8%

0.7%

0.2%
RIM 23.50 RIM 23.50
RIM 23.50
RIM 23.50
SDCO
RIM 25.21
12"X12" DI
RIM 21.75
TW/FG 25.02
RIM ±21

POP-UP EMITTER
RIM 21.25
EG ±26.0
(CONFORM)
EG ±26.1
(CONFORM)
EG ±26.0
(CONFORM)
25 25
24 24
24 222324
23 22
AD
RIM 22.10
AD
RIM 22.10

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS
AREA
TW 24.92
TW 24.66
FG 21.25
FG 21.25
TW 24.79
FG 21.25
25 AD
RIM 21.75
TW 24.79
FG 21.25
FG 21.92
FG 21.90
FG 21.98
FG 22.08
FG 22.53
FG 22.69 FG 22.58
FG 22.47
FG 22.53
FG 22.55
FG 21.91 FG 21.91
FG 20.29 FG 20.36 FG 20.49
FG 20.52
FG 20.70
FG 20.64
FG 20.55
22 All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET GRADING AND DRAINAGE PLAN
CG101
NORTH
0 10 20 40
1" = 20'-0"
NOTES

1. FINISHED GRADING WITHIN PUMP TRACK TO BE COMPLETED BY OTHERS. CONTRACTOR SHALL INSTALL DRAINAGE PIPES PRIOR TO CONSTRUCTION OF PUMP TRACK.

GRADING QUANTITIES
CUT: 527 CUBIC YARDS
FILL: 313 CUBIC YARDS
NET: 214 CUBIC YARDS

1. PROPOSED FINISH GRADE IS DEFINED AS THE FINAL GRADE AS INDICATED ON THE GRADING PLAN.

2. THE EARTHWORK QUANTITIES ABOVE HAVE NOT BEEN ADJUSTED TO ACCOUNT FOR:

A. FOOTINGS
B. TRENCH SPOILS
C. CLEARING AND GRUBBING INCLUDING REMOVAL OF EXISTING PAVEMENT SECTIONS OR UNACCEPTABLE SOILS D. BULKING OR SHRINKAGE
E. OVER-EXCAVATION AND RE-COMPACTION
F. TOPSOIL
G. CONSTRUCTION METHODS

3. FOR REFERENCE ONLY. CONTRACTOR TO DO THEIR OWN TAKE OFF TO VERIFY QUANTITIES. 1197
C
INT
PT

PE SSWM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E

E IRR IRR IRR

IRR IRR
IRR

IRR IRR IRR IRR IRR IRR
IRR
IRR
IRR
IRR
IRR

IRR IRR IRR IRR IRR

IRR IRR
W
R R
R R
E
E
E
E
E WV
R WV
C
SSCO
W
SS
SSCO

ALAMO AVENUE CHERRY STREET
CONNECT TO EX. WCW MAIN. INSTALL NEW
MAINTENANCE HOLE PER WCWD STD DETAIL M-1

SEWER CLEANOUT

PER WCWD STD
DETAIL G-10C, TYP.
5/8" WATER METER PULLBOX
PER EBMUD STD DWG 291-EA

WATER VALVE WITH COVER
PER EBMUD STD DWG 288-EA

1.25" BACKFLOW

PREVENTER PER
EBMUD DWG 9498-GB
3" PVC SIDEWALK

UNDERDRAIN PER CITY
STD DETAIL 5-AA-1123

CONTRACTOR TO COORDINATE INSTALLATION OF NEW LATERAL
BY EBMUD TO NEW METER. CONTRACTOR SHALL INSTALL
LATERAL FROM METER TO RESTROOM POINT OF CONNECTION.

ALL TRENCHING SHALL BE PER CITY STD DETAIL 10-AA-1959
POP-UP EMITTER. SEE
DETAIL 2, SHEET CG 501
4" AREA
DRAIN, TYP.
23 LF 4" HDPE
PERF. PIPE
72 LF @ S=0.9%
4" HDPE PIPE
56 LF @ S=1.0%
4" HDPE PIPE
31 LF @ S=1.0%
4" HDPE PIPE
25 LF @ S=1.0%
4" HDPE PIPE
59 LF @ S=1.0%
4" HDPE PIPE
19 LF @ S=0.5
4" HDPE PIPE
83 LF @ S=0.5%
4'' HDPE PIPE
10 LF 4" HDPE PIPE
10 LF 4" HDPE PIPE
9 LF 4" HDPE PIPE
101 LF @S=0.75% 8" HDPE PIPE
12x12 DI
RIM 23.50
INV 18.76
BIORETENTION AREA 1. SEE

STORM WATER CONTROL PLAN
BIORETENTION AREA 2.

SEE STORM WATER CONTROL PLAN

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA
41 LF @ S=1.0%
4" HDPE PIPE
34 LF @ S=1.0%
4" HDPE PIPE

IRRIGATION

BACKFLOW

PREVENTER PER

IRRIGATION DETAIL,
SHEET LI501
CONNECT 2"
IRRIGATION TO EX.

WATER METER. SEE

IRRIGATION PLANS

CONTRACTOR TO RECONNECT
EX. NORTH FIELD IRRIGATION TO
NEW BACKFLOW PREVENTER.
6" SEWER LATERAL
6" SEWER LATERAL
1 2
" WATER LATERAL
1 1
4 " WATER LATERAL
1 1
4 " WATER LATERAL
AD
RIM 22.10
INV 20.27
29 LF @ S=0.5%
RIM 21.75
INV 19.67
GRASS
AC
18x18 DI
RIM ±23.5
INV 18.00

EX DI
RIM ±22.4
INV ±19.4
EX. SSMH
RIM ±26.6
INV ±19.9
SSMH
RIM ±24.2
INV ±18.6
AD
RIM 21.75
INV 19.42
12x12 DI
RIM 21.75
INV 19.42
SDCO
RIM 25.21
INV 19.33
12x12 DI
RIM 23.50
INV 18.81
12x12 DI
RIM 23.50
INV 18.86
12x12 DI
RIM 23.50
INV 18.91
AD
RIM 22.10
INV 20.58
AD
RIM 22.10
INV 20.77
AD
RIM 22.10
INV 21.27
AD
RIM 22.10
INV 21.00
AD
RIM 22.10
INV 21.35
AD
RIM 22.10
INV 21.35
SSCO
RIM 24.72
INV 19.54
SSCO
RIM 24.71
INV 19.62
SSCO
RIM 24.95
INV 20.03
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

Richmond Contra Costa County California 121 PARK PLACE RICHMOND, CA 94801 PHONE: (415) 883-9850 Public Works PROJECT TITLE: DRAWING TITLE:

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET UTILITY PLAN
CU101
NORTH
0 10 20 40
1" = 20'-0"
GENERAL NOTE:

1. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES CROSSING PROPOSED IMPROVEMENTS AND VERIFY COVER VIA POTHOLE. 1198
C
INT
PT

PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
SS
SSCO

ALAMO AVENUE CHERRY STREET
PED LIGHT- 1
PED LIGHT- 2
PED LIGHT- 3
PED LIGHT- 4 PED LIGHT- 5
PED LIGHT- 6
PED LIGHT- 7
PED LIGHT- 8
PED LIGHT- 9
PED LIGHT- 10
PED LIGHT- 11
PED LIGHT- 17
PED LIGHT- 12
PED LIGHT- 13
PED LIGHT- 14
PED LIGHT- 15
PED LIGHT- 16
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
3- 12 AWG THHN LIGHTING
1" CONDUIT
CONNECT TO EX. BUILDING
PANEL. SEE SPECS AND
DETAIL 2, THIS SHEET.
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT
3-#8 IRR CONTROLLER
4- #4 STAGE
4- #4 RESTROOM
3- #8 LIGHTING
2" CONDUIT
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
3" CONDUIT
4- #4 STAGE TO 100 AMP SUBPANEL
PROVIDE 5 OUTLETS WITH 3- #12 AWG
IN 3" CONDUIT
100 AMP
120-240V

RAISED STAGE

NATURE PLAY AREA RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA

STAGE RECEPTACLE WITH FLUSH
TAMPER PROOF ENCLOSURE, TYP.

SEE DETAIL SHEET
1 2
" CONDUIT FROM

OVERHEAD RECEPTACLE
DIRECT BURY 1" CONDUIT FROM
CONTROLLER TO FLOW SENSOR.

SEE IRRIGATION PLAN. (273 LF)
ART LIGHT- 2
ART LIGHT- 1
ART LIGHT- 3
ART LIGHT- 4
PED LIGHT- 18
PED LIGHT- 19
3- 12 AWG THHN LIGHTING
1" CONDUIT OPEN TRENCH CONDUIT

PER DETAIL SHEET

SAWCUT AND REPLACE CURB TO
NEAREST JOINT FOR UTIL. TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO

NEAREST POSTS FOR TRENCH

REMOVE AND REPLACE

CHAINLINK FENCE MESH TO

NEAREST POSTS FOR TRENCH
APPROXIMATE EX. PANEL
LOCATION. INSTALL 200 AMP 2 POLE

BREAKER IN THE EXISTING PANEL

FOR THE STAGE SUBPANEL

TYPE III-AF PANEL PER
CALTRANS STD PLAN ES-2C
PROTECT IN PLACE EX. NORTH FIELD

IRRIGATION CONTROLLER

MOUNT NEW PTZ CAMERA, TO BE PROVIDED
BY CITY, ONTO EX. 45' CCTV POLE. MOUNTING

DETAILS TO BE SUBMITTED BY CONTRACTOR'S

FOR ENGINEER'S APPROVAL

CONNECT CAMERA DATA CABLE TO
EX. BUILDING PANEL IN 1" CONDUIT KELSEY STREET
3-12 AWG THHN IRR CONTROLLER
4- 3/0 AWG THHN STAGE
4- 3/0 AWG THHN RESTROOM
3- 12 AWG THHN LIGHTING
4" CONDUIT

EXISTING PG&E

TRANSFORMER
M
3P-400 A
2P-200
PANEL
A
2P-200
PANEL
B
2P-150
PANEL
C
3P-50 3P-30

EXISTING MAIN SWITCH BOARD
400A, 120/2408V, 3Ø 4W

EXISTING PG&E
METER

PG&E ELECTRICAL

SERVICE
SUPPLY

FAN FAN
1P-20
SCORE
BOARD
1P-20
MEN'S
HD
1P-20

WOMEN'S
HD
1P-15
PC
C

PHOTOCONTROL
2P-30
EX.

LIGHTING
2P-100
STAGE
2P-100
REST
ROOM
1P-15
PC
C

PHOTOCONTROL
1P-30
PR.

LIGHTING

INSTALL NEW STAGE SUBPANEL

INTO EXISTING SWITCH BOARD
1P-20
IRR.

CNTR.
2 POLE 200 A, 120/240 V

CONNECT VIDEO TO SPARE
CIRCUIT #1, 1 POLE, 20 AMPS

PLACE ALL WEATHER

NEMA ENCLOSURE

PLACE GALVANIZED

RIGID STEEL CONDUIT

CONDUIT CLAMP WITH TWO
3 16" MASONRY ANCHORS

BUILDING FACADE
PVC TO RGS ADAPTER.

PLACE NO MORE THAN 4"

ABOVE GRADE
SCHEDULE 80 ELBOW

CONDUIT
TYPICAL BUILDING ENTRY 2

EXISTING GRADE
A
24"± FIELD VERIFY 48" MAX 36" MAX
A

SECTION A

NO SCALE

OUTSIDE

PLACE ALL WEATHER
24x12x6 NEMA ENCLOSURE
PLACE 24x12x6

NEMA ENCLOSURE
PLACE

INTERMEDIATE

METAL CONDUIT
SEE NOTE 1
NOTES

1. X-RAY BUILDING WALL TO DETERMINE LOCATION OF REBAR.

CORE ±4.75"Ø HOLE IN A LOCATION TO AVOID
REINFORCEMENT. STUB GALVANIZED CONDUIT AND SEAL
ANNULAR SPACE WITH 3M FIRE BARRIER WATER TIGHT
SEALANT 3000WT OR EQUAL. PROVIDE 4-HOUR RATING.

ELECTRIC CONDUCTOR

OR DATA CABLE

USE THREADED CONDUIT

TO NEMA ENCLOSURE
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'

PERMIT SET ELECTRICAL PLAN
E101
NORTH
0 10 20 40
1" = 20'-0"
SINGLE-LINE DIAGRAM 1
1199

AREA DRAIN DETAIL
3 NOTES:

1. SOLVENT WELD, SLIP

CONNECTIONS CAN BE

SUBSTITUTED FOR THE HUB

CONNECTION AT THE
CONTRACTOR'S OPTION.

2. ALL INLETS AT ANGLE POINTS

OR END OF LINES
6"
RIM

ELEVATION
4" HDPE WHERE SHOWN
(SIZE, SLOPE, AND

ANGLE VARIES)
4" HDPE RISER
(LENGTH VARIES)
4" TEE HUB x HUB x HUB
4" HDPE RISER
(LENGTH VARIES)
45° WYE
1/8 BEND HUB x HUB
(SPIGOT x HUB MAY

ALSO BE USED)

CAP OR PLUG WYE AT END

INLET OR WHERE REQUIRED
4" HDPE RIGID DRAIN WHERE

REQUIRED (SIZE AND SLOPE

VARIES, SEE PLAN)

BIOSWALE FG
4" ATRIUM GRATE

ALAMO AVENUE CHERRY STREET
INT
PT

PE SSWM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
W
R R
R R
E
E
E
E
E WV
R WV
C SSCO
W
SS
SSCO
C
BIO 1
DMA 1
DMA 3
DMA 2
BIO 2
DMA 4

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA
245 SF
450 SF KELSEY STREET
WIDTH

PER PLANS
6" 6"
18"
12"
6" MIN
BIORETENTION 2 SECTION 2

WIDTH, PER PLAN
3:1 MAX
10' TO 10.5'
3:1 MAX
10' TO 10.5'

BIORETENTION AREA CONSTRUCTION NOTES

1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BIORETENTION SOIL MEDIA.

2. INSTALL UNDERDRAIN WITH HOLES FACING DOWN. UNDERDRAIN

DISCHARGE ELEVATION SHALL BE NEAR TOP OF AGGREGATE
LAYER. UNDERDRAIN SLOPE MAY BE FLAT.

3. COMPACT EACH 6" LIFT OF BIORETENTION SOIL MEDIA WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF WETTING, LET DRY OVERNIGHT BEFORE PLANTING.

4. NEVER WORK WITHIN BIORETENTION AREA LIMITS DURING RAIN OR UNDER WET CONDITIONS.

5. KEEP ALL HEAVY MACHINERY OUTSIDE BIORETENTION AREA
LIMITS.

6. CONTRACTOR SHALL PROVIDE SUBMITTALS CERTIFYING CLASS 2 PERM MEETS CALTRANS SPECIFICATION 68-2.02F(3).

7. CONTRACTOR SHALL NOTIFY CIVIL ENGINEER 48 HOURS PRIOR TO INSTALLATION OF CLASS 2 PERM AND BIORETENTION SOIL
FOR INSPECTION.
5" 3"
4" VARIES, 42.5" TO 44" VARIES, 41" TO 42.5"
RETAINING WALL.

SEE DETAIL SHEET
AREA DRAIN. SEE

DETAIL SHEET
FG
CLASS 2 PERMEABLE
4" HDPE PERFORATED PIPE

NATIVE SOIL,

UNCOMPACTED SUBGRADE

CONCRETE SURFACE

PER LANDSCAPE DETAIL

NORTH-SOUTH SECTION VIEW

NATIVE SOIL

UNCOMPACTED

SUBGRADE
CLASS 2 PERMEABLE

BIORETENTION SOIL
4" HDPE

PERFORATED
PIPE

EAST-WEST SECTION VIEW
GUARDRAIL. SEE LANDSCAPE

CONSTRUCTION PLAN
RETAINING WALL.

SEE DETAIL SHEET
12" X 12"

DROP INLET

NEW SIDEWALK PER

CITY STD DETAIL WITH

THICKENED EDGE

BIORETENTION SOIL
BIORETENTION 1 SECTION 1

BIORETENTION AREA CONSTRUCTION NOTES

1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BIORETNETION SOIL MEDIA.

2. COMPACT EACH 6" LIFT OF BIORETENTION SOIL MEDIA WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF WETTING, LET DRY OVERNIGHT BEFORE PLANTING.

3. NEVER WORK WITHIN BIORETENTION AREA LIMITS DURING RAIN OR UNDER WET CONDITIONS.

4. KEEP ALL HEAVY MACHINERY OUTSIDE BIORETENTION AREA LIMITS. 1.5' VARIES, SEE PLAN 6" 3:1 MAX
24"
3" PVC SIDEWALK UNDERDRAIN
PER CITY STD DETAIL 5-AA-1123
FL

NEW SIDEWALK, CURB,

AND GUTTER PER CITY
STD DETAIL ST-1A

NATIVE SOIL COMPACTED SUBGRADE

BIORETENTION SOIL
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'
DMA
NAME
DMA
AREA
(SF)
POSTPROJECT

SURFACE
TYPE
DMA
RUNOFF
FACTOR
DMA
AREA X
RUNOFF
FACTOR

IMP NAME
BIO AREA 1
DMA 1
5440 HARDSCAPE 1.0 5440 IMP
SIZING
FACTOR
MIN. IMP
SIZE
(SF)
PRO. IMP
SIZE
4410 LANDSCAPE 0.1 441 (SF)
TOTAL > 5881 0.04 235 245 STORM WATER CONTROL PLAN
CG102
DMA
NAME
DMA
AREA
(SF)
POSTPROJECT

SURFACE
TYPE
DMA
RUNOFF
FACTOR
DMA
AREA X
RUNOFF
FACTOR

IMP NAME
BIO AREA 2
DMA 2 10720 HARDSCAPE 1.0 10720
IMP
SIZING
FACTOR
MIN. IMP
SIZE
(SF)
PRO. IMP
SIZE
(SF)
TOTAL > 10720 0.04 429 450
DMA

NAME DMA TYPE
DMA
AREA
(SF)

POST- PROJECT

SURFACE TYPE
DMA 3 SELF-TREATING
AREA 4049 LANDSCAPE
TOTAL > 4049
DMA

NAME DMA TYPE
DMA
AREA
(SF)

POST- PROJECT

SURFACE TYPE
DMA 4 SELF-TREATING
AREA 4894 LANDSCAPE
TOTAL > 4894

PERMIT SET
NORTH
0 10 20 40
1" = 20'-0"
1200

ALAMO AVENUE CHERRY STREET
INT
PT

PE WM WV
SSCO
SDCO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SSCO
E
E
E
E
R R
R R
E
E
E
E
E WV
R WV
C SSCO
SS
SSCO
C
25 24
24 24 WD
D PT
S TW

RAISED STAGE

NATURE PLAY AREA

FITNESS AREA

HABITAT GARDEN

RESTROOM

GRASSY AREA

PUMP TRACK, NIC

PLAYGROUND AREA

FITNESS AREA

CONSTRUCTION

STAGING AREA,
SEE NOTE 1
BIO 1
BIO 2
CONSTRUCTION FENCING, TYP. KELSEY STREET
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
1" = 20'
CE101
1"x1"x24" STAKE
@ 3'-4' O.C.
3"
8"-10" DIA. FIBER ROLL MUST BE

PLACED BEHIND CURB AND

WHERE SHOWN ON THE PLAN
5" MIN. EXPOSED

FIBER ROLL INSTALLATION DETAILS
2 NOTES

1. FIBER ROLLS TO BE LAID
ALONG CONTOUR.

INLET PROTECTION DETAIL
1 PUBLIC RIGHT-OF-WAY
25' 8" MIN.

EXIST. GROUND

PROVIDE APPROPRIATE TRANSITION

BETWEEN STABILIZED CONSTRUCTION

ENTRANCE AND PUBLIC RIGHT-OF-WAY

GEOTEXTILE

FILTER FABRIC
INSTALL 3
4" TO 1-1
2" DURABLE
CRUSHED ROCK OR EQUIV.

STABILIZED CONSTRUCTION ENTRANCE
3 TEMPORARY PUBLIC ROAD 12' MIN.

PLAN

SECTION EROSION CONTROL PLAN
NOTES:

1. CONTRACTOR TO DOCUMENT

CONDITION OF STAGING AREA
BEFORE USE.

POST-CONSTRUCTION, THE

CONTRACTOR MUST MEET THE

SAME CONDITIONS OF THE
STAGING AREA, OR BETTER.

PERMIT SET
NORTH
0 10 20 40
1" = 20'-0"

SECTION
TOP

FIBER ROLL,
TYP
GRATE

PROTECTED INLET

INSTALL DANDY CURB BAG

OR EQUAL
POLLUTION CONTROL NOTES:

1. FUTURE FINISH GRADING SHALL DIRECT ALL STORM WATER RUNOFF TO

THE STREETS OR INLETS AS SHOWN ON PLANS AND ULTIMATELY TO THE CITY-MAINTAINED STORM DRAIN SYSTEM. ALL STORM WATER FROM THIS SITE IS INTENDED TO BE DIRECTED TO THE CITY STORM DRAINS.

2. IF SIGNIFICANT SEDIMENT OR OTHER VISUAL SYMPTOMS OF IMPURITIES

ARE NOTICED IN THE STORM WATER, CONTACT THE CIVIL ENGINEER IMMEDIATELY.

3. CONTRACTOR IS RESPONSIBLE FOR INSPECTION AND RESTORATION OF ALL ASPECTS OF THIS PLAN. SEDIMENT ON SIDEWALKS AND GUTTERS SHALL BE

REMOVED BY SHOVEL OR BROOM AND PLACED IN REAR LOT OR OTHER STOCKPILES.

4. ALL DUMPSTERS OR OTHER TRASH STORAGE ENCLOSURES SHALL BE UTILIZED SOLELY FOR NON-HAZARDOUS MATERIALS.

5. ALL EMPLOYEES, CONTRACTORS, AND SUBCONTRACTORS ARE

RESPONSIBLE FOR CONFORMING TO THE ELEMENTS SHOWN ON THE PLANS OR RELATED DOCUMENTS. ANY CONTRACTOR PLANNING TO DO WORK

ON-SITE SHALL BE RESPONSIBLE FOR OBTAINING AND REVIEWING ALL

INFORMATION PRIOR TO START OF WORK AND EDUCATING ALL OF THEIR EMPLOYEES OR SUBCONTRACTORS AS TO THE CONTENTS OF THIS PLAN.

6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND

FILING ALL PLANS WITH RELATED AGENCIES ASSOCIATED WITH THEIR WORK. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, PERMITS FOR

STORAGE OF HAZARDOUS MATERIALS, BUSINESS PLANS, PERMITS FOR

STORAGE OF FLAMMABLE LIQUIDS, GRADING PERMITS, OR OTHER PLANS OR PERMITS REQUIRED BY CONTRA COSTA COUNTY, CITY OF RICHMOND, OR OTHER AGENCIES. ALL PROPERTY OWNERS, CONTRACTORS, OR

SUBCONTRACTORS WORKING ON-SITE ARE INDIVIDUALLY RESPONSIBLE

FOR OBTAINING AND SUBMITTING ANY BUSINESS PLANS OR PERMITS REQUIRED BY CITY, STATE OR LOCAL AGENCIES.

7. CONTRACTOR TO MAINTAIN SECONDARY CONTAINMENT AS NECESSARY TO

PROHIBIT POLLUTION AND TOXIC MATERIALS FROM ENTERING STORM DRAIN.

8. AFTER COMPLETION OF THE CURB, GUTTER, AND PAVING, OR CONCRETE

V-DITCHES THE SILT FILTERS SHALL BE MODIFIED TO BURLAP SACKS FILLED WITH 3/4" DRAIN ROCK OR OTHER ACCEPTED BMP POSITIONED
SURROUNDING EACH CATCH BASIN.

EROSION CONTROL NOTES:

1. NO VEHICLES SHALL BE ALLOWED TO TRACK OR SPREAD SOIL FROM THE CONSTRUCTION AREAS ONTO EXISTING PAVED PUBLIC STREETS. ANY

VEHICLE OPERATING WITHIN THE PROJECT AREA AND OFF THE PAVED STREET SHALL CROSS A CONSTRUCTION ENTRANCE. THE ENTRANCE MAY BE MODIFIED BY THE CONTRACTOR TO FACILITATE HIS OPERATIONS.

2. THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE OPERABLE DURING THE RAINY SEASON, OCTOBER 1ST TO APRIL 15TH. NO GRADING WILL OCCUR BETWEEN OCTOBER 1ST AND APRIL 1ST, UNLESS AUTHORIZED BY THE DIRECTOR OF PUBLIC WORKS.

3. CHANGES TO THE PLANS TO MEET FIELD CONDITIONS WILL BE MADE ONLY WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE CITY. CHANGES

MADE TO SUIT FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER AND THE CITY ENGINEER. 4. DURING THE RAINY SEASON, ALL PAVED AREAS WILL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE WILL BE MAINTAINED SO THAT A

MINIMUM OF SEDIMENT-LADEN RUNOFF ENTERS THE STORM DRAIN SYSTEM

AND SHALL REMAIN IN EFFECT UNTIL THE IMPROVEMENTS ARE ACCEPTED BY THE CITY, AND ALL SLOPES ARE STABILIZED FROM EROSION.

5. STRAW AND TACKIFIER WILL BE APPLIED BY OCTOBER 1ST TO ALL DISTURBED AREAS. ALL EXPOSED SLOPES ADJACENT TO PUBLIC RIGHTS OF WAY SHALL ALSO RECEIVE STRAW AND TACKIFIER. STRAW AND TACKIFIER

TO BE APPLIED PER MANUFACTURER'S SPECIFICATIONS AND SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE MINIMUM.

URBAN RUNOFF POLLUTION NOTES:

1. STABILIZE ALL DENUDED AREAS AND MAINTAIN EROSION CONTROL MEASURES CONTINUOUSLY BETWEEN OCTOBER 1ST AND APRIL 1ST.

2. REMOVE SPOILS PROMPTLY AND AVOID STOCKPILING OF FILL MATERIALS WHEN RAIN IS FORECAST. IF RAIN THREATENS, STOCK- PILED SOILS AND OTHER MATERIALS SHALL BE TARPED.

3. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS AND WASTES SO AS TO PREVENT THEIR ENTRY TO THE STORM DRAIN SYSTEM.

4. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON SITE SHALL BE

PERMITTED IN ANY MANNER THAT ALLOWS DELETERIOUS MATERIALS TO ENTER CATCH BASINS OR TO ENTER SITE RUNOFF.

5. IN THE EVENT GRADING OPERATIONS ARE SUSPENDED BY WEATHER

CONDITIONS AND IF THE STORM DRAIN SYSTEM IS INCOMPLETE, INSTALL

ADDITIONAL ROCK FILTERS AND OTHER FACILITIES AS DIRECTED BY CITY AND ENGINEER. 6. CONTRACTOR TO RELOCATE CONCRETE WASHDOWN, VEHICLE STORAGE

DELIVERY, AND NON HAZARDOUS WASTE AREAS AS NECESSARY TO FACILITATE THEIR OPERATION AND PROMOTE POLLUTION CONTROL.

BMP IMPLEMENTATION SCHEDULE:

1. ALL BMP'S TO BE INSTALLED PRIOR TO A QUALIFIED STORM EVENT.

2. PERIMETER CONTROL, EXISTING INLET PROTECTION, AND CONSTRUCTION

ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF
CONSTRUCTION.

3. ALL OTHER BMP'S SHALL BE INSTALLED AT COMPLETION OF CONSTRUCTION OF EACH INLET.
1201
RETAINING WALL DETAIL 3 VARIES, SEE GRADING SHEET
9"
NOTES:

1. SCARIFY AND RECOMPACT UPPER 12" SUBGRADE BELOW FOOTING TO 95% R.C. 2. PROVIDE EXPANSION JOINT WHERE ADJACENT TO CONC WALK.

TOP OF WALL (TW)
R=1/2"

CONCRETE SURFACE PER

LANDSCAPE DETAIL

ELASTOMERIC JOINT SEALER
1 2" MAXIMUM WIDTH
#4 X 6" LONG DOWEL @
18" O.C., EMBED 3" MIN.
3' 12"
#4 @ 18" O.C. MAX.

BOTH WAYS
3" CLEAR

BIORETENTION
AREA

SECTION A
1" x 1" x 0.125" ANGLED

ALUMINUM BAR
FASTEN WITH COUNTERSINK #14 X 1" STN.

STL. TANNER TAMPER-RESISTANT SHEET
METAL SCREWS TORX 6-LOBE WITH SOLID
POST, FLAT HEAD @ 12" O.C., TYP.

LASER-CUT

DIBOND PANELS
FRAME

GLUE BAR ONTO BACK OF DIBOND
SHEET WITH EPOXY, TYP.

LASERCUT PANEL FASTENER DETAIL 5
3' MIN. 1.5'
CONCRETE FOOTING.

FOUNDATION PER

CALTRANS STD PLAN

POLE BASE

PLAN VIEW
CONDUIT PULLBOX.

SEE DETAIL 1,

THIS SHEET

EXIT AND ENTRY

CONDUITS

LIGHTING DETAIL
7 FG
RECEPTACLE DETAIL 8
PULLBOX DETAIL 1 POP-UP EMITTER DETAIL 2
12"
4" POP-UP DRAINAGE

EMITTER, NDS OR EQUAL
1 2
" LEACH HOLE

1.5" TO 3" COBBLE

PROTECTION
(12" ALL AROUND)

BIORETENTION SOIL

CLASS II PERMEABLE

FULLY EMBED

WEATHERPROOF FD BOX

INTO CONCRETE SLAB
CONDUIT OPENING, TYP.

INSTALL LEGRAND 4600 HEAVY CAST

ALUMINUM FLUSH ENCLOSURE PER

MANUFACTURER'S RECOMMENDATION
MOUNT 20 AMP, 125V

GFCI DUPLEX

RECEPTACLE
#5 REBAR @ 12" O.C.,
EACH WAY. PLACE

RECEPTACLE IN
CONDUIT BETWEEN REBAR. TYP.

WHERE COMPACTED TO 95% R.C.

UPLIGHTING DETAIL 9

CAST BRASS COVER

TEMPERED GLASS LENS
6 5
8 " DIA.
6 5
8 " DIA.

0.3125" WALL

PVC HOUSING

PATENT PENDING
ADJUST-E-LUME®

STAINLESS STEEL VERTICAL

AIMING BRACKET, WITH

POSITIVE LOCKING SCREW
23°
6 5
8 " Ø

B-K LIGHTING LUMINAIRE
MODEL: ROUND ADJUSTABLE WELL STAR
LED TYPE: E64 - 7W LED/2700K
ANGLE: 21°
BUG AT 7W, MEDIUM FLOOD OPTICAL TYPE

SECTION VIEW

PLAN VIEW

ISOMETRIC VIEW

INFILTRATION TRENCH DETAIL
4 18"
3 4
" DRAIN ROCK, TYP.
4" PERFORATED PIPE. INSTALL

WITH HOLES FACING DOWN
12" X 12" CATCH BASIN

FINISHED GRADE OR PAVEMENT

PER PLANS

BACKFILL COMPACTED
TO 90% R.C. EXCEPT UPPER 12"

BELOW PAVEMENT SUBGRADE
WHERE COMPACTED TO 95% R.C.

COVER
(SEE NOTE 3)

BEDDING
(SEE NOTE 3) 4" PIPE DIA. 12"
SCARIFY AND COMPACT 12"
OF SUBGRADE TO 90% R.C.

SEE NOTE 8
6" WIDE METALLIC BURIAL TAPE
MARKED WITH UTILITY TYPE (I.E.

SANITARY SEWER, STORM DRAIN,
GAS, ELECT., ETC.) PLACED 12" TO
18" ABOVE PIPE. TAPE TO BE

DETECTABLE WITH UTILITY

DETECTION EQUIPMENT AT GROUND

SURFACE
NOTES:

1. UTILITY TRENCH CONSTRUCTION SHALL

CONFORM TO THE RECOMMENDATIONS OF
THE GEOTECHNICAL REPORT.

2. EXCAVATE FOR BELLS OR HUBS SO FULL
LOAD IS CARRIED BY PIPE BARRELS.

3. BEDDING AND COVER: SAND OR FINE
GRAVEL WITH LESS THAN 10% FINES.

4. BEDDING SHALL BE PLACED IN A MANNER

SUCH AS SLICING, SHOVEL-SPADING, OR

SHOVEL RODDING TO ENSURE COMPLETE
FILLING OF THE "HAUNCH AREAS" BELOW
THE PIPE. JETTING IS NOT PERMITTED

5. SUBGRADE TO BE FREE OF PROTRUDING
OBJECTS.

6. BACKFILL MAY BE NATIVE SOIL THAT MEETS

THE CRITERIA FOR FILL AS DESCRIBED IN
THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

CONTROLLED DENSITY FILL (CDF)

8. TRENCH SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH THE GEOTECHNICAL
REPORT.

PIPE SIZE AND TYPE
PER PLANS AND SPECS.

D/2
(4" MIN.)

PIPE TRENCH DETAIL
6 INFILTRATION TRENCH DETAIL
4 18"
3 4
" DRAIN ROCK, TYP.
4" PERFORATED PIPE. INSTALL

WITH HOLES FACING DOWN
12" X 12" CATCH BASIN

FINISHED GRADE OR PAVEMENT

PER PLANS

BACKFILL COMPACTED
TO 90% R.C. EXCEPT UPPER 12"

BELOW PAVEMENT SUBGRADE
WHERE COMPACTED TO 95% R.C.

COVER
(SEE NOTE 3)

BEDDING
(SEE NOTE 3) 4" PIPE DIA. 12"
SCARIFY AND COMPACT 12"
OF SUBGRADE TO 90% R.C.

SEE NOTE 8
6" WIDE METALLIC BURIAL TAPE
MARKED WITH UTILITY TYPE (I.E.

SANITARY SEWER, STORM DRAIN,
GAS, ELECT., ETC.) PLACED 12" TO
18" ABOVE PIPE. TAPE TO BE

DETECTABLE WITH UTILITY

DETECTION EQUIPMENT AT GROUND

SURFACE
NOTES:

1. UTILITY TRENCH CONSTRUCTION SHALL

CONFORM TO THE RECOMMENDATIONS OF
THE GEOTECHNICAL REPORT.

2. EXCAVATE FOR BELLS OR HUBS SO FULL
LOAD IS CARRIED BY PIPE BARRELS.

3. BEDDING AND COVER: SAND OR FINE
GRAVEL WITH LESS THAN 10% FINES.

4. BEDDING SHALL BE PLACED IN A MANNER

SUCH AS SLICING, SHOVEL-SPADING, OR

SHOVEL RODDING TO ENSURE COMPLETE
FILLING OF THE "HAUNCH AREAS" BELOW
THE PIPE. JETTING IS NOT PERMITTED

5. SUBGRADE TO BE FREE OF PROTRUDING
OBJECTS.

6. BACKFILL MAY BE NATIVE SOIL THAT MEETS

THE CRITERIA FOR FILL AS DESCRIBED IN
THE GEOTECHNICAL REPORT.

7. WHERE LESS THAN 18" BETWEEN BOTTOM
OF PAVING SECTION (I.E. BOTTOM OF A.B.)

AND TOP OF COVER, BACKFILL TO BE

CONTROLLED DENSITY FILL (CDF)

8. TRENCH SUBGRADE SHALL BE PREPARED IN

ACCORDANCE WITH THE GEOTECHNICAL
REPORT.

PIPE SIZE AND TYPE
PER PLANS AND SPECS.

D/2
(4" MIN.)

PIPE TRENCH DETAIL
6 LASER CUT

DIBOND PANELS
COUNTERSINK #14 X 1" STN. STL. TANNER

TAMPER-RESISTANT SHEET METAL SCREWS TORX
6-LOBE WITH SOLID POST, FLAT HEAD @ 12" O.C., TYP.
6' 5.5'3.5' 3.5' 6'
8' 7.37' 7.37' 8' 12"
24"
A
-
1" x 1" x 0.125" ANGLED
ALUMINUM BAR All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
CG501 DETAIL SHEET
As Shown
1202
All designs and ideas contained
within these drawings are the
property of PlaceWorks, Inc.

SCALE:

DATE: 2/27/2024
REVISIONS:

DRAWING NO:

SHEET OF SHEETS SHIELDS REID PARK IMPROVEMENTS
CG502 DETAIL SHEET
As Shown
1203
1204
Shields-Reid Park Improvements
ADDENDUM NO. 3
March 20, 2024
To: All Prospective Bidders
The clarifications, additions, and/or deletions contained in this Addendum shall be part of the Bid. The Bid Documents are revised as follows:

1. Last date to submit questions: 4pm, Thursday March 21, 2024

2. Bid Due date: 2pm, Wednesday April 3, 2024
IMPORTANT: You must acknowledge this Addendum in the Contractor’s Bid Form or your bid will be deemed non-responsive.
1205
Shields-Reid Park Improvements
ADDENDUM NO. 4
March 22, 2024
To: All Prospective Bidders
The clarifications, additions, and/or deletions contained in this Addendum shall be part of the Bid. The Bid Documents are revised as follows:

1. The premanufactured restroom shall include remote monitoring capabilities.

2. Revisions to Plan Documents:

1. G101
a. New Driveway added
b. Bollard locations adjusted at new driveway

2. CD101
a. Remove and dispose of existing chain link fence along northern pathway b. Remove existing sidewalk on Alamo Ave for driveway installation

3. CH101
a. Install new sidewalk and driveway on Alamo Ave.

4. CG101
a. Grading for new sidewalk and driveway on Alamo Ave.

5. CG501
a. Detail 10 Driveway Detail added

6. LC101
a. New Driveway added
b. Bollard locations adjusted at new driveway
c. Base Bid Callout updated to specify Delta Bluegrass 90/10 Tall Fescue Turf

7. LC502
a. Detail 1 Stabilized Decomposed Granite: Base course material shall be Class II Permeable base rock. Clarification added.

8. LP101
a. New Driveway added
b. Bollard locations adjusted at new driveway
c. Base Bid Callout updated to specify Delta Bluegrass 90/10 Tall Fescue Turf IMPORTANT: You must acknowledge this Addendum in the Contractor’s Bid Form or your bid will be deemed non-responsive.
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1207
1208
1209
1210
1211
1212
1213
1214
Shields-Reid Park Improvements
ADDENDUM NO. 5
March 28, 2024
To: All Prospective Bidders
The clarifications, additions, and/or deletions contained in this Addendum shall be part of the Bid. The Bid Documents are revised as follows:

1. Use the attached Form A-2 for listing major suppliers.

IMPORTANT: You must acknowledge this Addendum in the Contractor’s Bid Form or your bid will be deemed non-responsive.
1215

RICHMOND SHIELDS REID
PARK Improvements Project
FORM A-2

BIDDER STATEMENT OF MAJOR SUPPLIERS
NAME OF BIDDER: PROJECT NAME OR DESCRIPTION:

COMPANY NAME

AND ADDRESS

CONTACT PERSON
AND
TELEPHONE #
ITEM

DESCRIPTION
CHECK
BOX IF

FIRM IS
RBE

PROPOSED

SUPPLIER AMOUNT
SUPPLIER’S PERCENT

SHARE OF PRIME'S

TOTAL BID
TOTAL
PRINT NAME TITLE SIGNATURE Form A-2 (12/1/06)
DATE
Page of (use multiple pages as necessary)
1216
Shields-Reid Park Improvement Project - Bid Results 4-03-2024 City of RichmondBid Schedule AZUL WORKS A&B CONSTR. S&H CONSTR. BUHLER SABOO WR FORDE Ite
m
N
BASE BID IMPROVEMENTS QTY. UNIT TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
1 Mobilization and SWPPP/Erosion Control 1 LS $192,000.00 $158,000.00 $100,000.00 $8,160.00 $150,000.00 $650,000.002 Site Clearing and Demolition 1 LS $75,000.00 $130,000.00 $100,000.00 $66,180.00 $145,000.00 $243,000.00 3 Earthwork, Exacation and Grading 1 LS $105,000.00 $105,000.00 $200,000.00 $245,864.00 $200,000.00 $269,000.00 4 Underground Utilities 1 LS $130,000.00 $185,000.00 $100,000.00 $212,775.00 $128,000.00 $244,000.00 5 Rigid and Flexible Paving, Safety Surfacing 1 LS $300,000.00 $306,000.00 $260,000.00 $396,191.00 $267,000.00 $419,771.00 6 5-12 Playground and Fitness Station Equipment 1 LS $400,000.00 $428,000.00 $650,000.00 $427,584.00 $735,000.00 $735,000.00 7 Stage Shade Structure including foundation and slab on grade 1 LS $346,000.00 $337,000.00 $500,000.00 $339,085.00 $355,000.00 $469,000.00 8 Restroom including foundation, slab on grade and utility connections 1 LS $275,000.00 $295,000.00 $200,000.00 $345,444.00 $265,000.00 $443,000.009 Guardrails, Gates, and Chain Link Fence 1 LS $37,000.00 $42,000.00 $100,000.00 $36,340.00 $162,000.00 $68,000.00 10 Irrigation System 1 LS $115,000.00 $104,000.00 $200,000.00 $109,500.00 $150,000.00 $130,000.00 11 Planting Preparation and Planting & Landscaping, Bioretention 1 LS $140,000.00 $138,000.00 $200,000.00 $164,655.00 $210,000.00 $277,000.0012 Electrical, Lighting, Security Cameras 1 LS $420,000.00 $319,000.00 $300,000.00 $481,150.00 $700,000.00 $545,000.00 13 Site Furnishing, Signage, Water Fountain 1 LS $330,000.00 $322,000.00 $400,000.00 $275,699.00 $168,432.00 $389,000.00 14 All other scope (not mentioned above) included in bid plans, specifications and addendums 1 LS $95,000.00 $41,000.00 $300,000.00 $91,224.00 $346,000.00 $198,000.00 15 General Conditions and General Requirements 1 LS $360,000.00 $484,000.00 $200,000.00 $553,900.00 $200,000.00 $440,000.00 16 Bonds and Insurance 1 LS $75,862.45 $120,000.00 $100,000.00 $102,836.00 $98,000.00 $100,000.00 17 Overhead and Profit 1 LS $398,277.86 $480,000.00 $258,600.00 $319,069.00 $300,000.00 $275,000.00 Calculated Total Base Bid in Figures 1 LS $3,794,140.31 $3,994,000.00 $4,168,600.00 $4,175,656.00 $4,579,432.00 $5,894,771.00 Total Base Bid in Figures Entered on Bid Form $3,794,140.31 $3,993,000.00 $4,168,600.00 $4,175,656.00 $4,579,432.00 $5,894,771.00Difference between calculated and entered Base Bid total amounts $0.00 $1,000.00 $0.00 $0.00 $0.00 $0.00Does Total Base Bid in Figures and Word on Bid Form Match Yes Yes Yes Yes Yes Yes5% incentive to bids submitted by Richmond business, Richmond small business or Richmond nonprofit business prime contractors No No No No No $294,738.555% incentive to bids submitted by Richmond Business Joint Venture that utilize a minimum of 25 percent of the total contract amount allocated to Richmond businesses, Richmond small businesses or Richmond nonprofit businesses No No No No No No
5% incentive for bids submitted with a minimum of 25 percent of the total contract dollar amount allocated to Richmond businesses or Richmond nonprofit businesses and ten percent of the total contract dollar amount allocated to Richmond small businesses or Richmond small nonprofit businesses.

No No No No No No
Total Base Bid After incentives $3,794,140.31 $3,993,000.00 $4,168,600.00 $4,175,656.00 $4,579,432.00 $5,600,032.45 1217
Shields-Reid Park Improvement Project - Bid Results 4-03-2024 City of RichmondBid Schedule AZUL WORKS A&B CONSTR. S&H CONSTR. BUHLER SABOO WR FORDE Item BID ADD ALTERNATE 1 QTY. UNIT TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
BA1
Nature Play Area including zip line, full round steppers, engineered wood fiber, picnic tables, concrete mow band in the Nature Play Area 1 LS $136,800.00 $132,000.00 $300,000.00 $120,003.00 $48,810.00 $104,000.00 Item BID ADD ALTERNATE 2 QTY. UNIT TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
BA2 Perimeter Fence including footings and gates 1 LS $83,000.00 $81,000.00 $100,000.00 $79,308.00 $108,275.00 $73,000.00 Item BID ADD ALTERNATE 3 QTY. UNIT TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
BA3 Basket Ball Courts - Repaint and restripe two (2) existing basketball courts to existing dimension and colors 1 LS $33,900.00 $30,000.00 $60,000.00 $31,874.00 $35,600.00 $36,000.00 Item BID ADD ALTERNATE 4 QTY. UNIT TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
TOTAL
COST, $
BA4 Basket Ball Courts - 2” grind and overlay of blacktop area and repaint and restripe two (2) existing basketball courts to existing dimension and colors 1 LS $74,300.00 $85,000.00 $50,000.00 $124,741.00 $30,575.00 $148,750.00 1218
Shields Reid Park Improvements Bid 4/3/24
Document Checklist
Bidder Azul Works A&B S&H Buhler Saboo WR Forde
Bid form filled out and signed X X X X X X
Bid addendums 1 to 5 X XX X X X
Form A‐1 X XX X X X
Form A‐2 X XX X X X
Noncollusion Affidavit X X X X X X
Business Verification Form X X X X X X
Good Faith Effort X X X X X
Back Ground Check Certification Form X XX X X X
Sanctuary City Compliance Form X XX X X X
Disclosure Statement for Limited
Liability Companies X XX X X X
Bid Bond X XX X X X
Contractor license Active Active Active Active Active Active 1219
City of Richmond
PARK IMPROVEMENTS SHIELDS REID, bidding on 03/29/2024 2:00 PM (PDT)

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PREVIOUS COUNCIL
ACTION:

Resolution 81-23 - Council adopted a resolution to
transfer $650,000 of monies from the General Capital
Fund (Santa Rita Road Piling Project) to the Flood Risk Reduction in Rheem Creek Watershed Project. (Adopted
July 11, 2023)
September 26, 2023, City Council authorized the transfer and appropriation of funds from Insurance Reserve Fund
to General Capital Fund for the Santa Rita Road
Stabilization Project
Resolution 117-23 – City Council adopted a resolution
authorizing the execution of a construction contract in accordance with the approved plans and specifications
with Northwest Demolition, Inc. for the Santa Rita Road Stabilization Project in an amount not to exceed
$715,500. (Adopted October 24, 2023)
AGENDA
REPORT
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May 21, 2024

STATEMENT OF THE
ISSUE:

Due to unforeseen weather delays that impacted on the
construction schedule of the Santa Rita Road
Stabilization Project, additional funds need to be
allocated to consultants for additional services and
extended services. Furthermore, the construction
contract with Northwest Demolition needs additional
capacity to address a separate landslide approximately
250 feet upstream from the original project location.

Therefore, additional appropriation is required for the landslide remediation.

RECOMMENDED ACTION: ADOPT a resolution to transfer and appropriate funds in the amount of $200,000 from the Risk Management Fund
(5001) to General Capital Fund (2001) for the Santa Rita Road Stabilization Project (CIP#23037); AUTHORIZE an
amendment to the construction contract with Northwest
Demolition, Inc., for Santa Rita Road Stabilization
Project, to increase the not-to-exceed amount by
$25,419, for an amended total contract amount not to
exceed $884,019; and AUTHORIZE the Director of
Public Works to approve construction change orders, if
necessary, up to $61,000, to potentially increase the total not-to-exceed contract amount to $945,019 – Public
Works Department (Robert Armijo 510-620-5477/ Ken
Cheng 510-621-1612).

DISCUSSION:

On June 27, 2023, City staff reported the long-standing issue with the slope stability at the project site. The site was temporarily secured with tarping to stabilize the slopes of this natural water way. On October 24, 2023, City Council adopted the resolution authorizing the execution of a construction contract in accordance with the approved plans and specifications with Northwest Demolition, Inc. for the Santa Rita Road Stabilization Project in an amount not to exceed $715,500 with an approved contingency in an amount of $143,100. This project aimed to provide a long-term solution for stabilizing Santa Rita Road which was showing signs of compromise.

The Santa Rita Road Stabilization Project, located near 2929 Salvino Court, commenced at the start of the rainy season and was initially slated for completion by the end of February 2024. Concurrently, with the selection of Questa for the on-call design engineering of the retaining wall, the construction contract was awarded to Northwest Demolition, Inc. To ensure smooth operations throughout the project, Public Works staff engaged mack5, the City’s on-call construction management consultant, to oversee, manage, and facilitate all aspects of the project under construction.

The 2023/2024 El Nino event started in December 2023 and continuing through March 2024 has played a challenging element in the construction schedule, as it delayed 1227

Page 3 of 3 ends

May 21, 2024
construction completion date to May 2024. Northwest Demolition, Inc will complete the originally scoped project by May 2024.

However, unpredictable weather, wet conditions, and concurrent construction activities by another agency led to a bank failure adjacent to Santa Rita Road, located approximately 250 feet northeast and upstream from the original landslide project near 2929 Salvino Court. This new landslide, discovered on March 18, 2024, is unrelated to the main stabilization effort. With Northwest Demolition, Inc. nearing completion of the primary project, Public Works staff recommends employing their services to immediately address this new landslide, as detailed in Attachment 4 - Construction Change Order, while their equipment is still on site.

To compensate for the construction schedule for additional construction management and design services, the additional funds requested will be used to extend the construction agreement until the completion of the Santa Rita Road Stabilization Project and the secondary landslide.

City staff recommends that the City Council approve the transfer and appropriation of $200,000 from the Risk Management Fund to General Capital Fund for the Santa Rita Road Stabilization Project. Additionally, the City Council is requested to authorize an amendment to the construction contract with Northwest Demolition, Inc., increasing the not-to-exceed amount of the contract by $25,419 to a new total not-to-exceed amount of $884,019. The City Council is also asked to authorize the Director of Public Works to approve necessary construction change orders up to $61,000.

ENVIRONMENTAL DOCUMENTATION:

In accordance with CEQA guidelines Class 1 - Section 15301, Class 2 - Section 15302, and Class 3 - Section 15303, the additional landslide repair is exempted from CEQA review.

DOCUMENTS ATTACHED:

Attachment 1 – Resolution
Attachment 2 – Northwest Demolition Original Construction Agreement Attachment 3 – Construction Agreement-Amendment No. 1
Attachment 4 – Construction Change Order No. 1
1228
Reso. No. xx-24

Page 1 of 2 ends

RESOLUTION NO. xx-24

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND,

CALIFORNIA, APPROVING THE TRANSFER AND APPROPRIATION OF RISK

MANAGEMENT FUNDS TO GENERAL CAPITAL FUNDS IN THE AMOUNT OF $200,000 TO THE SANTA RITA ROAD STABILIZATION PROJECT; AND

APPROVING AN AMENDMENT TO THE CONSTRUCTION CONTRACT WITH NORTHWEST DEMOLITION, INC., FOR THE SANTA RITA ROAD STABILIZATION PROJECT FOR A TOTAL CONTRACT AMOUNT NOT TO EXCEED $884,019; AND

AUTHORIZING THE DIRECTOR OF PUBLIC WORKS TO APPROVE

CONSTRUCTION CHANGE ORDERS, IF NECESSARY, UP TO AN AMOUNT OF $61,000, TO POTENTIALLY INCREASE THE TOTAL NOT-TO-EXCEED CONTRACT AMOUNT TO $945,019.

WHEREAS, on October 24, 2023, City Council adopted the resolution authorizing the execution of a construction contract in accordance with the approved plans and specifications with Northwest Demolition, Inc. for the Santa Rita Road Stabilization Project in an amount not to exceed $715,500 with an approved contingency in an amount of $143,100; and WHEREAS, the 2023/2024 El Nino event started in December 2023 to March 2024 has played a challenging element in the construction schedule that delayed construction completion date to May 2024; and
WHEREAS, Northwest Demolition, Inc provided a construction change order cost for the additional work to fix an independent landslide in the amount of $25,419.00 plus a contingency of $61,000; and
WHEREAS, City Staff desires to appropriate risk management funds in the amount of $200,000 to the Santa Rita Road stabilization project; and WHEREAS, City staff desires to amend the total contract amount for an amount not to exceed $884,019, which includes $25,419.00 for the unforeseen independent landslide; and authorize the Director of Public Works to approve construction change orders, if necessary, for a contingency amount not to exceed $61,000, to potentially increase the contract for a total not-toexceed amount to $945,019; and WHEREAS, by the agenda report (“Agenda Report”) accompanying this resolution the City Council has been provided with additional information upon which the findings and actions set forth in this Resolution are based.

NOW, THEREFORE, BE IT RESOLVED that the City Council finds the above recitals are true and correct and have served, together with the Agenda Report, as the basis for the findings and actions set forth in this Resolution.

BE IT FURTHER RESOLVED that the City Council hereby approve the first contract amendment to increase Northwest Demolition not-to-exceed contract amount by $25,419.00 to a total of $884,019.

BE IT FURTHER RESOLVED that the City Council hereby authorizes the Director of Public Works to approve construction change orders, if necessary, for the contingency amount of $61,000, which potentially increases the contract total not-to-exceed amount to $945,019.

BE IT FURTHER RESOLVED that the City Council hereby authorizes the City Manager, or their designee, to execute and make amendments to the construction contract as needed to facilitate the completion of the Project.

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*************************
I certify that the foregoing resolution was passed and adopted by the Council of the City of Richmond at a regular meeting thereof held May 21, 2024, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

Mayor
Approved as to form:

City Attorney
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CONTRACT #: 6819
VENDOR #: 16271
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Northwest Demolition, Inc Initial Contract Amount w/Contingency: $858,600 Contract #6819 Revised Contract Amendment #1 Contract Amount: $884,019 Vendor #16271 Revised Potential Contract with Contingency Amount: $945,019

FIRST AMENDMENT TO

CONSTRUCTION AGREEMENT BETWEEN THE CITY OF RICHMOND AND NORTHWEST DEMOLITION, INC.

This First Amendment to the Construction Agreement (the “First Amendment”) is entered into as of May 21, 2024, by and between the City of Richmond, a municipal corporation and charter city (“City”) and Northwest Demolition, Inc., (“Contractor”), with reference to the following facts.

RECITALS
A. City and Contractor entered into that certain Construction Agreement dated October 31, 2023 (the “Agreement”) to furnish construction of Santa Rita Road Stabilization Project (the “Project”).

B. The Parties now desire to enter into this First Amendment in order to increase the expenditures under the Construction Agreement by an additional not-to-exceed sum of $25,419 (the “Additional Expenditures”), for a total amended not-to exceed amount of $884,019 as set forth on Attachment 1 attached and incorporated hereto (the “First Amended Amount”).

THEREFORE, in consideration of the recitals hereof, and other mutual covenants and promises contained herein and for other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree to amend the Agreement as follows:

Section 1 Amendment to Payments.

The Construction Agreement is hereby amended by this First Amendment in order to increase the Original Amount by the Additional Expenditures to reflect a new total of authorized expenditures under the Construction Agreement, equal to the First Amended Amount.

Section 2. Amendment to Scope of Work.

The Construction Agreement is hereby amended by this First Amendment in order to add extra work due to unforeseen mudslide to the Project as set forth in Attachment 1.

Section 3. Miscellaneous.
(a) Except as amended by this First Amendment, the Construction Agreement and First Amendment has not been modified and is in full force and effect. (b) Each of the individuals executing this First Amendment on behalf of the Contractor and City individually represents and warrants that he or she has been authorized to do so and has the power to bind the party for whom they are signing. 1264
Northwest Demolition, Inc Initial Contract Amount w/Contingency: $858,600 Contract #6819 Revised Contract Amendment #1 Contract Amount: $884,019 Vendor #16271 Revised Potential Contract with Contingency Amount: $945,019 (c) This First Amendment may be signed in any number of counterparts with the same effect as it the signatures to each counterpart were upon a single instrument, and is intended to be binding when all parties have delivered their signatures to the other parties.

Signatures may be delivered by facsimile or electronic transmission. All counterparts shall be deemed an original of this First Amendment.
(d) WHEREFORE, the Parties have executed this First Amendment on or as of the date first above written.

IN WITNESS WHEREOF, City and Contractor have executed this First Amendment duly authorized representatives, all on the date first written above.

CITY:

Reviewed By: CITY OF RICHMOND, a municipal
corporation and charter city
City Attorney By:
_________________________________
Name: Shasa Curl
ATTEST: Its: City Manager
City Clerk CONTRACTOR:

Northwest Demolition, Inc., a California
corporation
By:
_________________________________
Name:
_______________________________
Its:
1265
Northwest Demolition, Inc Initial Contract Amount w/Contingency: $858,600 Contract #6819 Revised Contract Amendment #1 Contract Amount: $884,019 Vendor #16271 Revised Potential Contract with Contingency Amount: $945,019 ATTACHMENT 1

SCOPE OF WORK
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City of Richmond CA
CHANGE ORDER Sheet 1 of 1
CEM-4900 (REV 06/2019) Change Requested by: Engineer Contractor CCO NUMBER SUPPL. NUMBER CONTRACT NO. PROJECT FEDERAL NUMBER(S) 001 Santa Rita Road Stabilization Project
TO Northwest Demolition, Inc. Contractor
You are directed to make the following changes from the plans and specifications or do the following described work not included in the plans and specifications for this contract. NOTE: This change order is not effective until approved by the engineer.

Description of work to be done, estimate of quantities, and prices to be paid. (Segregate between additional work at contract price, agreed price, and force account). Unless otherwihdhdhhdse stated, rates for rental of equipment cover only such time as equipment is actually used and no allowance will be made for idle time. The last percentage shown is the net accumulated increase or decrease from the original quantity in the Bid Item List.

The following Work shall be furnished and installed, unless otherwise noted:
• PCO 003: At area upstream of the initial Work area as reviewed on site with Contractor on 4/10/24, furnish and install the following to remediate additional slide area observed:
o Clear and grub of area as needed to install the additional rock/compacted soil o Removal of tree in the slide zone
o Excavation for installation of rock
o Offhaul of spoils, removed vegetation, etc
o (200) tons of 1/4t-1/2t size rock
o Installation of soil in between the rock layers
o Willow staking
o Protect existing curb and gutter from construction operations Adjustment of Contract Value
The Contract value shall be adjusted by the NET CHANGE AMOUNT shown below:

PCO Item Amount
3 Additional slide at Wilkie Creek $25,419

NET CHANGE AMOUNT $25,419
Original Contract value w/ Contingency $858,600
Net Change Amount $25,419
Amended Contract Value $884,019
Contingency $60,807
By reason of this order the time of completion will be adjusted as follows: N/A

SUBMITTED BY

SIGNATURE (PRINT NAME & TITLE) DATE

CITY OF RICHMOND APPROVAL BY

SIGNATURE (PRINT NAME & TITLE) DATE
We, the undersigned contractor, have given careful consideration to the change proposed and agree to provide equipment, furnish materials, and perform the work specified above, and will accept as full payment the prices shown above. NOTE: If you· do not sign this order, you are directed to proceed with the ordered work. You may file a Request for Information within the time specified.

CONTRACTOR ACCEPTANCE BY

SIGNATURE (PRINT NAME & TITLE) DATE

1267
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April 11, 2024
NWD LTR #: 3
To:

Attention:

Project/Contract:

Subject:

Dan Gee PE, DBIA
1000 Broadway, Suite 260
Oakland, CA 94607
(925) 457-1679
Dan Gee
Santa Rita Road Stabilization Project
Change Order Proposal #03 – Slide Repair
Dan Gee,
Northwest Demolition submit the following costs for the Slide Repair on the above referenced project. Description of the work scope shown below.

TOTAL LUMP SUM - $25,419
(See Clarifications & Exclusions below)
CLARIFICATIONS:

1. Clear and grub of area as needed to install the additional rock/compacted soil, Removal of tree in the slide zone, Excavation for installation of rock, Offhaul of spoils, removed vegetation, etc, (170) tons of 1/4t-1/2t size rock, Installation of soil in between the rock layers and Willow Staking EXCLUSIONS:

1. Manhole/Pipe/Valve/Hydrostatic Testing.

2. All 3rd Party Testing & Inspections.

3. Engineered Traffic Control Plan Preparation.

4. Utility Relocating & Utility Potholing.

5. CCTV/Assessment/Reporting etc.

6. Shutdown Co-Ordination.

7. Design Engineering.

8. Job-Site Security/Monitoring.

9. Contaminated or Hazardous Soil/Materials/Water Disposal. 1268
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10. Groundwater Handling or Disposal.

11. Any work not specifically addressed in above scope items.

12. Night work and/or Overtime.

13. Splitting of quote without written consent
This proposal shall remain valid for 30 calendar days, and work will not proceed until a mutually acceptable subcontract agreement is executed. Please do not hesitate to contact me at (415) 902-5050, should you have any questions regarding this proposal.

Sincerely,
Regards,
Northwest Demolition
Project Manager
1269
City of Richmond
PROJECT Santa Rita Road Improvements REPORT NO.

JOB. NO: DATE PERFORMED
CONTRACTOR Northwest Demolition DATE OF REPORT
Location:

FOREMAN REG 16 $93.10
Cummins, John OT 0 $139.65
LABORER REG 16 $93.10
Guzman, Jose OT 0 $139.65
LABORER REG 16 $93.10
Silva, Manual OT 0 $139.65
LABORER REG 8 $79.80
Paz, Jose OT 0 $119.70
LABORER REG 16 $79.80
Cummins, Kevin OT 0 $119.70

LABOR SUBTOTALS

OT SUBTOTALS
Trucking SubContractor (Per Hour) 18 $140.00 $2,520.00 Labor $7,128.80 1t, 1/4t, 1/2t rock 200 $55.00 $11,000.00 OT Labor $0.00 33% Mark-up $2,352.50
Total Labor $9,481.30
Materials / Services $13,520.00
15% Mark-up $2,028.00
MATERIAL / SERVICES SUBTOTAL $13,520.00 Total Material $15,548.00 Equipment $339.12
15% Mark-up $50.86
Total Equipment $389.98
Crew Truck 8 $42.39 $339.12 Sub-Contractors
5% Mark-up
Total Sub-contractors
TOTAL THIS REPORT $25,419.28
EQUIPMENT SUBTOTALS $339.12 Total $25,419.28
Paid to date: $0.00
Total Due $25,419.28
SERVICE SUBTOTALS Notes:

Certified Corrected: Contractor Date Verified & Recommended for Payment : Resident Engineer Work Description: Clear and grub of area as needed to install the additional rock/compacted soil, Removal of tree in the slide zone, Excavation for installation of rock, Offhaul of spoils, removed vegetation, etc, (170) tons of 1/4t-1/2t size rock, Installation of soil in between the rock layers and Willow Staking LABOR Total
$1,489.60
$0.00
$1,862.00
Hours Labor Rate
w/ Burden
N/A
N/A
$638.40
$0.00
$0.00
$0.00
$1,862.00
$0.00
$7,128.80
$1,276.80
Unit Amount
$0.00

SUB-CONTRACTORS
MATERIALS / SERVICES SUMMARY Amount

EQUIPMENT
Quantity Unit Amount
Quantity
1270
City of Richmond CA
CHANGE ORDER Sheet 1 of 1
CEM-4900 (REV 06/2019) Change Requested by: Engineer Contractor CCO NUMBER SUPPL. NUMBER CONTRACT NO. PROJECT FEDERAL NUMBER(S) 001 Santa Rita Road Stabilization Project
TO Northwest Demolition, Inc. Contractor
You are directed to make the following changes from the plans and specifications or do the following described work not included in the plans and specifications for this contract. NOTE: This change order is not effective until approved by the engineer.

PCO Item Amount
3 Additional slide at Wilkie Creek $25,419

SUBMITTED BY

SIGNATURE (PRINT NAME & TITLE) DATE

CITY OF RICHMOND APPROVAL BY

CONTRACTOR ACCEPTANCE BY

SIGNATURE (PRINT NAME & TITLE) DATE

1271
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April 11, 2024
NWD LTR #: 3
To:

Attention:

Project/Contract:

Subject:

TOTAL LUMP SUM - $25,419
(See Clarifications & Exclusions below)
CLARIFICATIONS:

1. Manhole/Pipe/Valve/Hydrostatic Testing.

2. All 3rd Party Testing & Inspections.

3. Engineered Traffic Control Plan Preparation.

4. Utility Relocating & Utility Potholing.

5. CCTV/Assessment/Reporting etc.

6. Shutdown Co-Ordination.

7. Design Engineering.

8. Job-Site Security/Monitoring.

9. Contaminated or Hazardous Soil/Materials/Water Disposal. 1272
2 | P a g e

10. Groundwater Handling or Disposal.

11. Any work not specifically addressed in above scope items.

12. Night work and/or Overtime.

Sincerely,
Regards,
Northwest Demolition
Project Manager
1273
City of Richmond
PROJECT Santa Rita Road Improvements REPORT NO.

JOB. NO: DATE PERFORMED
CONTRACTOR Northwest Demolition DATE OF REPORT
Location:

LABOR SUBTOTALS

SUB-CONTRACTORS
MATERIALS / SERVICES SUMMARY Amount

EQUIPMENT
Quantity Unit Amount
Quantity
1274

Page 1 of 3 ends

PREVIOUS COUNCIL
ACTION:

November 10, 2020
July 6, 2021
December 20, 2022

STATEMENT OF THE
ISSUE:

City staff is requesting to appropriate $280,000 of the General Capital Funds for the completion of the Cutting Boulevard and Harbour Way South Bikeways Project and
to approve a construction contract amendment with W.R.

Forde Associates, Inc. to complete Cutting Boulevard
and Harbour Way South Bikeways Project. The
requested contract amendment amount is $104,099 for a
total contract amount not to exceed $1,976,806.99. Staff is also requesting authorization for the Director of Public Works to approve construction change orders, if
necessary for the contingency amount of $74,000 to
potentially increase the contract for a total not-to-exceed amount to $2,050,806.99.

AGENDA
REPORT
1275

Page 2 of 3 ends

May 21, 2024
RECOMMENDED ACTION: ADOPT a resolution to appropriate the General Capital Fund in the amount of $280,000 for Cutting Boulevard
and Harbour Way South Bikeways Project; AUTHORIZE
the construction contract amendment with W.R. Forde
Associates, Inc, for Cutting Boulevard and Harbour Way
South Bikeways Project in the amount of $104,099.00,
for an amended total contract amount not to exceed
$1,976,806.99; and AUTHORIZE the Director of Public
Works to approve construction change orders, if
necessary, up to an amount of $74,000, to potentially
increase the contract for a total not-to-exceed amount of $2,050,806.99 – Public Works Department (Robert
Armijo 510-620-5477/ Ken Cheng 510-621-1612).

DISCUSSION:

The Cutting Boulevard and Harbour Way South Bikeways Project, integral to the City's Ferry to Bridge to Greenway Complete Streets Plan, aims to significantly enhance urban mobility. Spanning 1.0 mile, the project introduces a 12-foot wide, two-way bikeway, separated from vehicle traffic by a 3-foot-wide safety buffer equipped with bollards and armadillos (small, rounded, semi-rigid traffic delineators). It also includes tailored approaches at two railroad crossings and a 0.35-mile Class I multi-use trail along sections of Cutting Blvd currently lacking sidewalks.

This initiative is supported by a diverse funding mix, including the State Active Transportation Program (ATP) Quick-Build Grant, Metropolitan Transportation Commission (MTC) funding, Transportation Development Act (TDA) Article 3 funds, the General Capital Fund, and the Senate Bill 1 Roadway Maintenance & Rehabilitation Act. This collaborative funding approach underscores the project's importance to the City's broader transportation and infrastructure strategy.

The project's progression faced a temporary halt in late November 2022 due to design modifications required to meet California Public Utility Commission (CPUC) and Burlington North Santa Fe (BNSF) review comments. These adjustments, along with additional unforeseen work beyond the initial contract, have necessitated an increase in the project budget.

City staff proposes extending the pavement treatment (i.e., a Slurry Seal) and revision to parking stalls initially planned for Cutting Boulevard and most of Harbour Way South (south of the Interstate 80 freeway) to include Hoffman Boulevard and a smaller segment of Harbour Way South. This extension is not part of the original project design but is deemed essential for improving road longevity and enhancing the experience for both bicyclists and motorists alike. W.R. Forde provided a cost estimate of the slurry seal as shown in Attachment 5 – Cost Estimate.
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Page 3 of 3 ends

May 21, 2024
The additional work’s timeline is as follows: The Construction phase has already begun on April 22, 2024. Slurry seal is scheduled to be performed on May 15, 2024. Following this, a punch list evaluation and close out of the project will be carried out the week of June 3, 2024 to ensure all work meets City standards. Project closeout is anticipated by June 7, 2024.

City staff is recommending City Council approve a resolution for the second contract amendment to increase the contract for W.R. Forde Associates, Inc., in the amount of $104,099 increasing the total contract amount not to exceed $1,976,806.99; and authorize the Director of Public Works to approve construction change orders, if necessary, up to an amount of $74,000, to potentially increase the contract for a total not-to-exceed amount of $2,050,806.99.

DOCUMENTS ATTACHED:

Attachment 1 – Resolution
Attachment 2 – WR Forde Associates, Inc Construction Contract Attachment 3 – First Amendment to Construction Agreement Attachment 4 – Second Amendment to Construction Agreement Attachment 5 – Cost Estimate
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Reso. No. xx-24

Page 1 of 2 ends

RESOLUTION NO. xx-24

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND,

CALIFORNIA, AUTHORIZING AN APPROPRIATION FROM THE GENERAL CAPITAL FUND IN THE AMOUNT OF $280,000 FOR CUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYS PROJECT; AND APPROVING THE SECOND CONTRACT AMENDMENT WITH W.R. FORDE ASSOCIATES, INC, FOR THE

CUTTING BOULEVARD AND HARBOUR WAY SOUTH BIKEWAYS PROJECT FOR AN INCREASED AMOUNT OF $104,099.00, FOR AN AMENDED TOTAL CONTRACT AMOUNT NOT TO EXCEED $1,976,806.99; AND AUTHORIZING THE DIRECTOR

OF PUBLIC WORKS TO APPROVE CONSTRUCTION CHANGE ORDERS, IF NECESSARY, UP TO AN AMOUNT OF $74,000, TO POTENTIALLY INCREASE THE TOTAL NOT-TO-EXCEED AMOUNT OF THE CONTRACT TO $2,050,806.99.

WHEREAS, on November 10, 2020, the City Council of City of Richmond adopted a resolution to accept and appropriate $725,000 in State Active Transportation Program (ATP) Funds for the Richmond Bay Trail Bicyclist and Pedestrian Safe Connections Quick Build Project; and
WHEREAS, on July 6, 2021, the City Council of City of Richmond adopted a resolution to authorize the award of a construction contract to W.R. Forde Associates, Inc., for the Cutting Boulevard and Harbour Way South Bikeways Project; and
WHEREAS, on December 20, 2022, the City Council of City of Richmond adopted a resolution authorizing an amendment to the construction contract with W.R. Forde Associates, Inc., for the Cutting Boulevard and Harbour Way South Bikeways Project in an amount not to exceed $1,872,707.99 ; and
WHEREAS, additional work outside of original contract scope resulted in delay of the project and price increase; and
WHEREAS, the cost of additional work is $104,099 plus a contingency of $74,000; and WHEREAS, City staff is recommending that the City Council appropriate $280,000 from the General Capital Fund for Cutting Boulevard and Harbour Way South Bikeways Project; and
WHEREAS, City staff is recommending that the City Council authorize the second contract amendment with W.R. Forde Associates, Inc, for Cutting Boulevard and Harbour Way South Bikeways Project for an increase of $104,099.00, for an amended total contract amount not to exceed $1,976,806.99; and authorize the Director of Public Works to approve construction change orders, if necessary, up to an amount of $74,000, to potentially increase the total not-toexceed amount of the contract to $2,050,806.99; and WHEREAS, by the agenda report (“Agenda Report”) accompanying this resolution the City Council has been provided with additional information upon which the findings and actions set forth in this Resolution are based.

BE IT FURTHER RESOLVED that the City Council hereby approves the second contract amendment with W.R. Forde Associates, Inc, for Cutting Boulevard and Harbour Way South Bikeways Project in the amount of $104,099.00, for an amended total contract amount not to exceed $1,976,806.99; and authorizes the Director of Public Works to approve construction change orders, if necessary, up to an amount of $74,000, to potentially increase the total not-toexceed amount of the contract to $2,050,806.99. 1278
Reso. No. xx-24

Page 2 of 2 ends

BE IT FURTHER RESOLVED that the City Council designates the City Clerk as the custodian of the documents and other materials which constitute the record of proceedings upon which the decision herein is based. These documents may be found at the office of the City Clerk at the Richmond City Hall, 450 Civic Center Plaza, Richmond, California 94804. *************************
I certify that the foregoing resolution was passed and adopted by the Council of the City of Richmond at a regular meeting thereof held May 21, 2024, by the following vote:

AYES:

NOES:

ABSTENTIONS:

ABSENT:

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

Mayor
Approved as to form:

City Attorney
1279
Contract #5744
6th
July
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W.R. Forde Associates Initial Contract Amount w/Contingency: $1,783,969.00 Contract #5744 Contract Amendment #1: $1,872,707.99
Vendor #13547 Revised Contract Amendment #2 Contract Amount: $1,976,806.99 Revised Potential Contract with Contingency Amount: $2,050,806.99

SECOND AMENDMENT TO

CONSTRUCTION AGREEMENT BETWEEN THE CITY OF RICHMOND AND WR FORDE ASSOCIATES, INC.

This First Amendment to the Construction Agreement (the “First Amendment”) is entered into as of December 20, 2022, by and between the City of Richmond, a municipal corporation and charter city (“City”) and WR Forde Associates, Inc., a Corporation (“Contractor”), with reference to the following facts.

This Second Amendment to the Construction Agreement (the “Second Amendment”) is entered into as of May __, 2024 by and between the City of Richmond, a municipal corporation and charter city (“City”) and WR Forde Associates, Inc., a Corporation (“Contractor”), with reference to the following facts.

RECITALS
A. City and Contractor entered into that certain Construction Agreement dated July 6, 2021 (the “Agreement”) to furnish construction of Cutting & Harbour Way South Bikeway (the “Project”).

B. The Parties now desire to enter into this Second Amendment in order to increase the expenditures under the Construction Agreement by an additional not-to-exceed sum of $104,099.00 (the “Additional Expenditures”), for a total amended not-to exceed amount of $1,976,806.99; as set forth on Attachment 1 attached and incorporated hereto (the “Second Amended Amount”).

NOW THEREFORE, in consideration of the recitals hereof, and other mutual covenants and promises contained herein and for other valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties hereby agree to amend the Agreement as follows:

Section 1 Amendment to Payments.

The Construction Agreement is hereby amended by this Second Amendment in order to increase the Original Amount by the Additional Expenditures to reflect a new total of authorized expenditures under the Construction Agreement, equal to the First Amended Amount.

Section 2. Amendment to Scope of Work.

The Construction Agreement is hereby amended by this Second Amendment in order to add extra work for pavement repair to the Project as set forth in Attachment 1. 1322
W.R. Forde Associates Initial Contract Amount w/Contingency: $1,783,969.00 Contract #5744 Contract Amendment #1: $1,872,707.99
Vendor #13547 Revised Contract Amendment #2 Contract Amount: $1,976,806.99 Revised Potential Contract with Contingency Amount: $2,050,806.99 Section 3. Miscellaneous.
(a) Except as amended by this Second Amendment, the Construction Agreement and First Amendment has not been modified and is in full force and effect. (b) Each of the individuals executing this Second Amendment on behalf of the Contractor and City individually represents and warrants that he or she has been authorized to do so and has the power to bind the party for whom they are signing. (c) This Second Amendment may be signed in any number of counterparts with the same effect as it the signatures to each counterpart were upon a single instrument, and is intended to be binding when all parties have delivered their signatures to the other parties.

Signatures may be delivered by facsimile or electronic transmission. All counterparts shall be deemed an original of this First Amendment.
(d) WHEREFORE, the Parties have executed this Second Amendment on or as of the date first above written.

IN WITNESS WHEREOF, City and Contractor have executed this Second Amendment duly authorized representatives, all on the date first written above.

CITY:

Reviewed By: CITY OF RICHMOND, a municipal
corporation and charter city
City Attorney By:
_________________________________
Name: Shasa Curl
ATTEST: Its: City Manager
City Clerk CONTRACTOR:

WR Forde Associates, Inc., a Corporation
By:
_________________________________
Name:
_______________________________
Its:
1323
W.R. Forde Associates Initial Contract Amount w/Contingency: $1,783,969.00 Contract #5744 Contract Amendment #1: $1,872,707.99
Vendor #13547 Revised Contract Amendment #2 Contract Amount: $1,976,806.99 Revised Potential Contract with Contingency Amount: $2,050,806.99 ATTACHMENT 1
1324
W. R. FORDE ASSOCIATES
984 Hensley Street
Richmond, CA 94801
Phone: (510) 215-9338 Fax: (510) 215-9867

PROPOSED CHANGE ORDER
TO: Miachel Vidra, Project Manager
Office: 925-787-4982
Email: [email protected]

FROM: W.R. Forde Associates
PROJECT NAME: Cutting Blvd. Bikeways Improvement Project DATE: 9/20/23

Slurry Seal Hoffman Blvd. per quote sent by Mark Peirce 9/13/23 Proposed Cost: $ 104,099 TIME: TBD Working Days

AGREED COST: $ AGREED TIME: Calendar Days
OWNER / AGENCY: Michael Vidra Date: __________________________ Signature:

CSWST2

Execution of this document constitutes a change to the Contract price and authorization to perform the work. 03/15/2024
1325
W. R. FORDE ASSOCIATES
984 Hensley Street
Richmond, CA 94801
Phone: (510) 215-9338 Fax: (510) 215-9867

PROPOSED CHANGE ORDER
TO: Miachel Vidra, Project Manager
Office: 925-787-4982
Email: [email protected]

FROM: W.R. Forde Associates
PROJECT NAME: Cutting Blvd. Bikeways Improvement Project DATE: 9/20/23

Slurry Seal Hoffman Blvd. per quote sent by Mark Peirce 9/13/23 Proposed Cost: $ 104,099 TIME: TBD Working Days

AGREED COST: $ AGREED TIME: Calendar Days
OWNER / AGENCY: Michael Vidra Date: __________________________ Signature:

CSWST2

Execution of this document constitutes a change to the Contract price and authorization to perform the work. 03/15/2024
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Page 1 of 4 ends

May 21, 2024
Public Works
DATE: May 21, 2024
TO: Mayor Martinez and Members of the City Council
FROM: Daniel Chavarria, PE, Director of Public Works
Robert Armijo, PE, Deputy Director of Public Works / City Engineer
Wendy Wellbrock, PE, Senior Civil Engineer
Subject: Construction Contract with NEMA Construction for the Yellow Brick Road Supplemental Lighting Project
FINANCIAL IMPACT: The City has been awarded grant funding from the State of California Department of Transportation Clean
California (Caltrans Clean CA) Grant Program for
Greening the Yellow Brick Road – Clean, Green and
Beautiful Project. Caltrans Clean CA grant funding in the amount of $1,113,378 and $30,000 from the General
Capital Fund is available for construction. Staff is
recommending a transfer of $30,000 from the General
Capital Fund for the Yellow Brick Road Project (29113) to the Yellow Brick Road – Clean, Green and Beautiful
Project (23032). This will result in no new impact to the General Fund.

Account String: 15436431-400708-23032 (Clean CA
Grant Fund) and 20136031-400708-23032 (General
Capital Fund)

PREVIOUS COUNCIL
ACTION:

City Council adopted resolution 154-22 on October 18,
2022, to accept and appropriate the grant award from the Caltrans Clean CA Grant Program for Greening the
Yellow Brick Road – Clean, Green and Beautiful Project.

AGENDA
REPORT
1327

Page 2 of 4 ends

May 21, 2024

STATEMENT OF THE
ISSUE:

The City has been awarded grant funding from the
Caltrans Clean CA Grant Program to implement
beautification and safety improvements to the Yellow
Brick Road project. The scope under the grant includes
additional street lighting. City staff is requesting approval to award a construction contract for the Yellow Brick
Road Supplemental Street Lighting Project to Nema
Construction.

RECOMMENDED ACTION: ADOPT a resolution to transfer funds in the General Capital Fund from the Yellow Brick Road Project (29113) to the Yellow Brick Road – Clean, Green and Beautiful
Project (23032) in the amount of $30,000; and
AUTHORIZE the City Manager or their designee to
execute a construction contract in accordance with the
approved plans and specifications with NEMA
Construction for the Yellow Brick Road Supplemental
Street Lighting Project in an amount not to exceed
$1,141,470, which includes $1,017,200 for the Base Bid
plus $20,500 for Additive Bid Alternative Item A-1, and a contingency amount of $104,000; and AUTHORIZE the
Director of Public Works to approve change orders, if
necessary, for up to the contingency amount of $104,000 – Public Works Department (Daniel Chavarria 510-620-
5478/ Robert Armijo 510-620-5477/ Wendy Wellbrock
510-307-8108).

DISCUSSION:

The Yellow Brick Road project is a community led effort to designate and implement safe walking and bicycling routes for Iron Triangle Neighborhood residents to increase walking and bicycling modes of transportation to and from places of interest including schools, parks, downtown Richmond (including health care facilities, shopping destinations, Post Office, etc.), the Richmond multimodal station, the Richmond Greenway, and the Bay Trail.

Since 2015, the City has partnered with Pogo Park, a local non-profit that hires, trains, and provides opportunities to Iron Triangle Neighborhood residents, to secure grants to design, build, and implement the Yellow Brick Road project. The first phase of the project included pedestrian safety improvements, bicycle improvements, traffic safety improvements, enhancing landscaping, increasing the tree canopy, plant and tree establishment and maintenance. Grant funds for this phase include federal Active Transportation Program (ATP) grant funds, local Environmental and Community Investment Agreement (ECIA) funds, as well as state Urban Greening Program funds.

This phase of the project is nearing completion and is anticipated to be completed in June 2024.
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May 21, 2024
In January 2022, the City, in partnership with Pogo Park, submitted a grant application to the California Department of Transportation Clean California (Caltrans Clean CA) grant, for Greening the Yellow Brick Road- Clean Green and Beautiful project. In May 2022, the City was notified of the grant award. The scope under this grant includes various clean, safety, and beautification elements of the Yellow Brick Road project, including lighting, public art for existing calming circles, entry markers, pedestal route markers with sculpture, decorative treatment on raised intersections and bricks stenciled on the Yellow Brick Road route, signage, dog waste stations, benches and waste receptacles, additional landscaping, tree planting, and tree establishment and maintenance. The City entered into a sole-source contract with Pogo Park to lead and manage the efforts to plan and implement the Greening the Yellow Brick Road – Clean Green and Beautiful project with the exception of the street lighting scope.

The Yellow Brick Road Supplemental Street Lighting Project (Project) includes the installation of an additional 92 pedestrian streetlights on 8th Street between Ohio Avenue and Pennsylvania Avenue.

The City advertised the Project for bids on March 18, 2024, and bids were opened on April 4, 2024, with the following results:

Contractor Base Bid
NEMA Construction $1,017,200.00
Columbia Electric, Inc. $1,346,311.60
Ray’s Electric $1,515,464.00
Tennyson Electric, LLC $1,549,075.00
St. Francis Electric $1,761,113.00
City staff reviewed the bid for the apparent low bidder, NEMA Construction, and determined the bid is responsive and responsible. As part of the services needed to implement the Project, Public Works staff is recommending that the City Council award the construction contract to NEMA Construction for the Yellow Brick Road Supplemental Street Lighting Project to in an amount not to exceed $1,141,470, which includes $1,017,200 for the Base Bid plus $20,500 for Additive Bid Alternative Item A-1 and a ten-percent (10%) contingency amount of $104,000; and authorize the public works director to approve change orders, if necessary, for up to the contingency amount of $104,000. There are not enough grant funds to cover the full 10 percent contingency amount. Therefore, City staff recommends a transfer of $30,000 from remaining General Capital Funds from the Yellow Brick Road Project (29113) to this Project. Any balance remaining at the completion of the Project will be returned to the General Fund or to another project.

ENVIRONMENTAL DOCUMENTATION
The proposed project was determined to be categorically exempt per CEQA Guidelines Section 15301 (c), Existing Facilities.
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May 21, 2024
DOCUMENTS ATTACHED:

Attachment 1 – Resolution
Attachment 2 – Bid Results
Attachment 3 – Proposed Construction Agreement
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Reso. No. xx-24

Page 1 of 2 ends

RESOLUTION NO. xx-24

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF RICHMOND,

CALIFORNIA, AUTHORIZING THE AWARD OF A CONSTRUCTION CONTRACT

TO NEMA CONSTRUCTION FOR THE YELLOW BRICK ROAD SUPPLEMENTAL

STREET LIGHTING PROJECT
WHEREAS, the Yellow Brick Road is a community led effort to designate and implement safe walking and bicycling routes for Iron Triangle Neighborhood residents to increase walking and bicycling modes of transportation to and from places of interest including schools, parks, downtown Richmond (including health care facilities, shopping destinations, Post Office, etc.), the Richmond multimodal station, the Richmond Greenway, and the Bay Trail; and WHEREAS, since 2015, the City has partnered with Pogo Park, a local non-profit that hires, trains and provides opportunities to Iron Triangle Neighborhood residents, to secure grants to design, build and implement the Yellow Brick Road project; and WHEREAS, in January 2022, the City, in partnership with Pogo Park, submitted a grant application to the California Department of Transportation Clean California (Caltrans Clean CA) grant, for Greening the Yellow Brick Road- Clean Green and Beautiful project. In May 2022, the City was notified of the grant award; and
WHEREAS, the City entered into a sole source contract with Pogo Park to lead and manage the efforts to plan and implement the Greening the Yellow Brick Road – Clean Green and Beautiful project with the exception of the street lighting scope; and WHEREAS, the Yellow Brick Road Supplemental Street Lighting Project (Project) includes the installation of an additional 92 pedestrian streetlights on 8th Street between Ohio Avenue and Pennsylvania Avenue; and
WHEREAS, an invitation for bids for the Yellow Brick Road Supplemental Street Lighting Project (Project) was duly advertised on March 18, 2024, bids were opened on April 4, 2024, and the City received five (5) bids; and
WHEREAS, staff reviewed the bid for the apparent low bidder, Nema Construction, and determined the bid is responsive and responsible, and references for Nema Construction checked out satisfactorily; and
WHEREAS, staff desires to award a construction contract to Nema Construction, for the Project in an amount not-to-exceed $1,141,470, which includes $1,017,200 for the Base Bid plus $20,500 for Additive Bid Alternative Item A-1 plus a contingency in the amount of $104,000, and authorize the Public Works Director to approve change orders, if necessary, for up to the contingency amount of $104,000; and
WHEREAS, there are not enough grant funds to cover the full contingency amount.

Therefore, City staff recommends a transfer of $30,000 from the remaining General Capital Funds from the Yellow Brick Road Project (29113) to this Project. Any balance remaining at the completion of the Project will be returned to the General Capital Fund or to another project; and WHEREAS, by the agenda report (“Agenda Report”) accompanying this resolution the City Council has been provided with additional information upon which the findings and actions set forth in this Resolution are based.

BE IT FURTHER RESOLVED that the City Council hereby authorizes the transfer of funds in the General Capital Fund from the Yellow Brick Road Project (29113) to the Yellow Brick Road – Clean, Green and Beautiful Project (23032) in the amount of $30,000. 1331
Reso. No. xx-24

Page 2 of 2 ends

BE IT FURTHER RESOLVED that the City Council hereby authorizes the award of a construction contract to Nema Construction as the lowest responsive and responsible bidder for the construction of the Yellow Brick Road Supplemental Street Lighting Project in an amount not-to-exceed $1,141,470, which includes $1,017,200 for the Base Bid plus $20,500 for Additive Bid Alternative Item A-1 plus a contingency in the amount of $104,000.

BE IT FURTHER RESOLVED that the City Council hereby authorizes the Public Works Director to approve change orders, if necessary, for up to a contingency amount of $104,000.

AYES:

NOES:

ABSTENTIONS:

ABSENT:

CLERK OF THE CITY OF RICHMOND
(SEAL)
Approved:

Mayor
Approved as to form:

City Attorney
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SUPPLEMENTAL LIGHTING - YELLOW BRICK ROAD
Showing 5 Bid Results
NEMA Construction
5221 Central Ave
Richmond, California 94804
Contact: Ali Farahani
Phone: 510-525-2398
CADIR, Local $1,017,200.00
Columbia Electric, Inc.
1980 Davis Street
San Leandro, California 94577
Contact: Gerrod Scruggs
Phone: 510-913-2050
$1,346,311.60
Ray's Electric
411 Pendleton Way Suite B
Oakland, California 94621
Contact: Tania Munguia
Phone: 510-577-7700
OSB, CADIR $1,515,464.00
Tennyson Electric, LLC.
7275 National Dr, SteA-2
Livermore, California 94550
Contact: Michael A Tennyson
Phone: 925-606-1038
$1,549,075.00
St Francis Electric
975 Carden St
San Leandro, California 94577
Contact: Edgar Murillo
Phone: 510-775-3593
$1,761,113.00
Vendor Type Bid Amount Responsive
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CONSTRUCTION AGREEMENT
This Construction Agreement (“Agreement”) is made and entered into this ____ day of ____, 2024, by and between the City of Richmond, a municipal corporation and charter city (“City”) and Nema Construction (“Contractor”), with reference to the following facts. The parties may be referred to in this Agreement individually as “Party” and collectively as the “Parties.”

RECITALS
A. On March 18, 2024, the City circulated an Invitation for Bids seeking contractors willing to undertake the construction of the Yellow Brick Road Supplemental Lighting Project, located at 8th Street between Ohio Avenue and Pennsylvania Avenue in Richmond, CA (the “Project”).

B. Contractor submitted the lowest responsive bid and has been determined to be responsible.

C. City now desires to contract with Contractor to furnish construction and related services for the Project.

NOW THEREFORE, in consideration of the promises and agreements hereinafter set forth, and intending to be bound hereby, the Parties agree as follows:

ARTICLE I

CONSTRUCTION OF PROJECT
Section 1.1 Contract Documents.

Project Specifications – including the Notice to Prospective Bidders, Invitation for Bids, Instructions to Bidders, Special Provisions, Description of Work, Construction Details (including all plans and specifications), and Proposal Package, along with any Requests for Information (RFI), responses to RFI, and addenda issued prior to the deadline for submitting bids – Contractor’s Proposal attached as Exhibit A, and this Agreement, constitute the “Contract Documents.”
Section 1.2 Construction.

Contractor shall furnish all labor, materials, methods, processes, implements, tools and machinery, within the time frames set, and do all the things necessary for the proper completion of the work shown and described in Contract Documents.
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Section 1.3 Payments.

Contractor agrees to receive and accept the sums set forth in the Bid Schedule attached as part of the Proposal, as full compensation for furnishing all materials and doing all the work contemplated and required by this Agreement, and for all loss or damage arising out of the nature of the undertaking of the construction of the Project, or from the acts of the elements, or from any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the construction of the Project until its completion and acceptance by the City, and for all expenses incurred by or in consequence of the suspension or discontinuance of the construction of the Project, and for well and faithfully performing the construction of the Project and the whole thereof, in the manner and according to the Contract Documents.

Section 1.4 Discovery of Hazardous Waste or Unusual Conditions. (a) Promptly and before the following conditions are disturbed, the Contractor shall notify the City in writing of any:
(1) Material that the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
(2) Subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids.
(3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement. (b) The City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of the work shall issue a Change Order under the procedures described in this Agreement. (c) In the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by this Agreement, but shall proceed with all work to be performed under this Agreement. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the Parties.

Section 1.5 Laws and Regulations.
(a) The Project work shall proceed only after procurement of each permit, license, or other authorization that may be required by any governmental agency having jurisdiction, and Contractor shall be responsible to the City for the procurement and maintenance thereof. 1335
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(b) Contractor shall cause all work performed in connection with construction of the Project to be performed in compliance with (i) all applicable laws, ordinances, rules and regulations now in force or that may be enacted hereafter; (ii) all conditions of Project approval and mitigation measures included in any adopted or certified environmental document prepared for the Project; and (iii) all directions, rules and regulations of any fire marshal, health officer, building inspector, or other officer of every governmental agency now having or hereafter acquiring jurisdiction, provided that such direction given during construction does not conflict with conditions of Project approval or mitigation measures. (c) Contractor shall and shall cause its subcontractors to pay prevailing wages in the construction of the Project as those wages are determined pursuant to Labor Code Sections 1720 et seq., and implementing regulations of the Department of Industrial Relations, and to comply with all other applicable federal, State and local laws, regulations and ordinances pertaining to labor standards insofar as those laws, regulations and ordinances apply to the performance of this Agreement, including any applicable City of Richmond employment requirements, including but not limited to the City’s Living Wage Ordinance (Richmond Municipal Code Chapter 2.60), the City’s Business Opportunity Ordinance (Richmond Municipal Code Chapter 2.50), and the City’s Local Employment Program Ordinance (Richmond Municipal Code Chapter 2.56).

During the construction of the Project, Contractor shall post at the construction site the applicable prevailing rates of per diem wages. Contractor shall indemnify, hold harmless and defend, (with counsel reasonably acceptable to the City) the City against any claims for damages, compensation, fines, penalties or other amounts arising out of failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages in connection with construction of the Project. This Section 1.5(c) shall survive the termination of this Agreement.
(d) Contractor and all subcontractors shall maintain accurate payroll records showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker and others employed on the Project. Each payroll record shall contain or be verified by a written declaration made under penalty of perjury, stating both of the following: (1) the information contained in the payroll record is true and correct, and (2) the employer has complied with the requirements of Labor Code Section 1771 (prevailing wage provisions), Section 1811 (eight-hour day, forty-hour week provisions), and Section 1815 (overtime compensation) for any work performed by his or her employees on the Project. The Contractor shall provide certified payroll records to the City each week, no later than ten (10) days after the end of a weekly pay period. Pay records shall be maintained and made available in accordance with Labor Code Section 1776. In addition, Contractor shall and shall cause its subcontractors promptly to deliver to the City, upon request, documents verifying compliance with the Living Wage Ordinance, which include documents which evidence that each affected employee has been notified regarding the wages required to be paid pursuant to the Living Wage Ordinance.

Such wages shall also be posted at the construction site. This Section 1.5(d) shall survive the termination of this Agreement.
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Section 1.6 Inspections.

Contractor shall permit and facilitate, and shall require its subcontractors to permit and facilitate, observation and inspection of the Project by the City and by public authorities at all times for the purposes of determining compliance with this Agreement and permits issued to perform the Project work. In so doing, Contractor shall provide access for testing and inspections. Contractor shall coordinate and schedule all testing and inspections required on the Project with the required advance notice as defined in the Project Specifications.

Section 1.7 Equal Opportunity.
(a) During the construction of the Project there shall be no discrimination on the basis of race, color, creed, religion, age, sex, sexual orientation, marital status, national origin, ancestry, or disability in the hiring, firing, promoting, or demoting of any person engaged in the construction work.
(b) In addition, Contractor agrees to observe the provisions of Section 2.28.030 of the Richmond Municipal Code, obligating Contractor and its subcontractors to refrain from discriminatory employment or subcontracting practices on the basis of race, color, sex, sexual orientation, religion, creed, national origin or ancestry of any employee, any applicant for employment or any potential subcontractor.

Section 1.8 Working Hours.

Eight hours of labor is a legal day’s work. Any worker’s time of service is restricted to eight hours during any calendar day, and 40 hours during a calendar week, unless overtime compensation is paid at not less than one and one-half times the basic rate of pay. The Contractor shall be assessed a penalty of twenty-five dollars ($25) for each day a worker is employed in violation of these requirements.

Section 1.9 Insurance and Bond Requirements.
(a) In accordance with California Labor Code Section 3700, Contractor must secure Workers’ Compensation coverage for its employees. Prior to performing any work, Contractor must execute a certification in the form set out at California Labor Code Section 1861. (b) Contractor shall submit to the City evidence of the insurance and payment and performance bond coverage meeting the requirements set forth in the Project Specifications. Proof of insurance and bonding related to the construction of the Project shall be provided to the City not more than (10) days after award of the contract. The City shall review and approve or disapprove of the evidence of insurance within twenty (20) days after submittal of complete information in the form required by the City. If the City disapproves the evidence of insurance, it shall specify in writing the reasons for such disapproval. Contractor shall resubmit the information required within ten (10) days. The review and submittal periods for resubmittals shall be reduced to a ten (10) day review period for the City and a five (5) day period for resubmittal by Contractor and shall continue to apply until the City approves the evidence of insurance coverage, but in no event shall the 1337
5 Contract
submittal and review period continue for more than forty-five (45) days. If, after forty-five (45) days the Contractor has not provided evidence of insurance and bond coverage meeting the requirements of the City, the City shall terminate the contract and may either award the work to the next lowest responsive responsible bidder or issue a new request for bids. (If the City issues a new request for bids, the Contractor shall be disqualified from re-bidding the work because of the failure to provide timely proof of insurance and/or bond coverage.) No work shall be initiated on the Project prior to Contractor’s receipt of the City’s approval of evidence of insurance coverage related to the construction of the Project.
(c) Contractor shall require and verify that all subcontractors or other parties hired for the Project purchase and maintain coverage for indemnity and insurance at least as broad as specified in the Project Specifications to the extent they apply to the scope of the subcontractor’s work with the same certificate of insurance requirements and naming as additional insureds all parties to this Agreement. Contractor shall include the following language in their agreement with subcontractors: “Subcontractors hired by Contractor agree to be bound to Contractor and City in the same manner and to the same extent as Contractor is bound to City under the Contract Documents and provide a valid certificate of insurance and the required endorsements included in the agreement as proof of compliance prior to commencement of any work and to include this same requirement for any subcontractors they hire for this work. A copy of the insurance and indemnity requirements of the Contract Documents will be furnished to the subcontractor upon request.” Contractor shall have furnished the City with evidence of the insurance coverage meeting the insurance requirements set forth in Project Specifications for each subcontractor prior to initiating any work on the Project, including Builder’s Risk insurance with appropriate coverage for the cost of construction. The periods for submittal, review and approval shall apply as stated in subparagraph (b) above.

(d) The Parties agree that notwithstanding the time requirements set forth in this subsection for submittal and resubmittal to the City by the Contractor of the evidence of insurance and review and approval of the evidence of insurance by the City, Contractor is responsible for ensuring that the evidence of insurance in approvable form is submitted to the City in a timely manner.
(e) Any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits set forth in the Project Specifications shall be available to the City as an additional insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits specified in the Project Specifications; or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured, whichever is greater. No representation is made that the minimum insurance requirements set forth in the Project Specifications are sufficient to cover the obligations of the Contractor under this Agreement. (f) Contractor shall maintain the insurance requirements set forth in the Project Specifications for a minimum of five (5) years following the completion of the Project. In the event Contractor fails to obtain or maintain completed operations coverage as required by the Project Specifications, the City at its sole discretion may purchase the coverage required and the cost for the same shall be paid by Contractor upon demand by the City. 1338
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Section 1.10 Security In Lieu of Retention.
(a) The City shall retain five percent (5%) of the sum requested in each progress payment unless the Contractor elects to invoke the procedures set forth at California Public Contract Code 22300 to substitute securities to ensure performance under the contract.

1. At the request and the expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in the state as escrow agent, who shall then pay the retained funds to the Contractor. Upon satisfactory completion of the contract, the securities shall be returned to the Contractor.

2. Alternatively, the Contractor may request and the City shall make payment of retentions earned directly to the escrow agent at the expense of the Contractor. At the expense of the Contractor, the Contractor may direct the investment of the payments into securities and the Contractor shall receive the interest earned on the investments upon the same terms provided for in Public Contract Code 22300 for securities deposited by the Contractor. Upon satisfactory completion of this Agreement, the Contractor shall receive from the escrow agent all securities, interest, and payments received by the escrow agent from the owner, pursuant to the terms of this section.
(b) If the Contractor chooses to place securities in escrow, the escrow agreement to be used shall be substantially similar to the following form:

ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between _________________________________________________ whose address is ________________________________ hereinafter called "Owner," ___________ whose address is ________________________________ hereinafter called "Contractor" and ___________ whose address is ________________________________ hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for ____ in the amount of ____ dated ____ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the Owner shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of ____, and shall designate the Contractor as the beneficial owner. 1339
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(2) The Owner shall make progress payments to the Contractor for those funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. (3) When the Owner makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until the time that the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the Owner pays the Escrow Agent directly.
(4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the Escrow Account and all expenses of the Owner. These expenses and payment terms shall be determined by the Owner, Contractor, and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner. (6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from the Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.
(7) The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.
(8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections (5) to (8), inclusive, of this Agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.
(10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

On behalf of Owner: On behalf of Contractor:
_______________________ _________________________
Title Title
_______________________ _________________________
Name Name
_____________________ _________________________
Signature Signature
_______________________ _________________________
Address Address
On behalf of Escrow Agent:
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_______________________
Title
_______________________
Name
_______________________
Signature
_______________________
Address
At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner Contractor
________________________ _________________________
Title Title
________________________ _________________________
Name Name
________________________ _________________________
Signature Signature
Section 1.11 Senate Bill 854 Notice Requirements.

As provided in SB 854 (Stats. 2014, ch. 28): (a) no contractor or subcontractor may be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the California Public Contracts Code, or engage in the performance of any contract for public work, unless currently registered with DIR and qualified to perform public work pursuant to California Labor Code Section 1725.5 (Lab. Code §1771.1(a)); (b) no contractor or subcontractor may be awarded a public works contract unless registered with the DIR to perform public work pursuant to Labor Code Section 1725.5 (Lab. Code §1771.1(b)); and (c) work performed on the project is subject to compliance monitoring and enforcement by DIR (Lab. Code §1771.4).

Section 1.12 Job Site Notices.

Contractor shall post at the job site notices in compliance with Title I California Code of Regulations Section 16451.

Section 1.13 Municipal Code Chapter 2.65 Requirements.

Contractor shall comply with Chapter 2.65 of the Richmond Municipal Code banning the requirement to provide information of prior criminal convictions on employment applications. 1341
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ARTICLE II

DEFAULT AND REMEDIES
Section 2.1 Events of Default.

In addition the remedies set forth in Section 2.2, below, in the event of default the Department Head reserves the right to stop work immediately if any action or inaction by the Contractor or any subcontractor creates a risk of imminent harm to the public or property.

Each of the following shall constitute a “Default” by Contractor under this Agreement:
(a) Breach of Covenants. Failure by Contractor or any subcontractor to duly perform, comply with, or observe any of the conditions, terms, or covenants of any of the Contract Documents. The City shall give Contractor written notice of the breach and specify a time in which to cure the breach. If the Contractor cures the breach within the time specified in the notice or, if the breach cannot be cured in the time specified but the Contractor has diligently pursued measures to cure the breach and to keep the City informed of its progress, then the breach shall not constitute a default provided that the breach is cured within thirty (30) days from the date of the City’s last notice and demand to cure.
(b) Disregard of Laws. Disregard of laws, rules, regulations, directions or instructions of City by Contractor or any subcontractor with respect to the performance of work. (c) Insolvency. A court having jurisdiction shall have made or entered any decree or order (i) adjudging Contractor to be bankrupt or insolvent, (ii) approving as properly filed a petition seeking reorganization of Contractor or seeking any arrangement for Contractor under the bankruptcy law or any other applicable debtor’s relief law or statute of the United States or any state or other jurisdiction, (iii) appointing a receiver, trustee, liquidator, or assignee of Contractor in bankruptcy or insolvency or for any of their properties, (iv) directing the winding up or liquidation of Contractor if any such decree or order described in clauses (i) to (iv), inclusive, shall have continued unstayed or undischarged for a period of ninety (90) days; or (v) Contractor shall have admitted in writing its inability to pay its debts as they fall due or shall have voluntarily submitted to or filed a petition seeking any decree or order of the nature described in clauses (i) to (iv), inclusive.
(d) Suspension; Termination. Contractor shall have voluntarily suspended its business, or shall have voluntarily or involuntarily lost or terminated one or more of the licenses required to perform the work.
(e) Liens on Property and the Development. There shall be filed any claim of lien (other than liens approved in writing by the City) against the Project or the construction site or any part thereof, or any interest or right made appurtenant thereto and the continued maintenance of said claim of lien for a period of twenty (20) days without discharge or satisfaction thereof or provision therefore (including, without limitation, the posting of bonds) satisfactory to the City. 1342
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Section 2.2 Remedies.

The occurrence of any Default hereunder following the expiration of all applicable notice and cure periods will, either at the option of the City or automatically where so specified, relieve the City of any obligation to make or continue payments and shall give the City the right to proceed with any and all remedies set forth in the Contract Documents, including but not limited to the following:
(a) Specific Performance. The City shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Contractor to perform its obligations and covenants under this Agreement or to enjoin acts on things which may be unlawful or in violation of the provisions of this Agreement.
(b) Right of Contest. Contractor shall have the right to contest in good faith any claim, demand, levy, or assessment the assertion of which would constitute a Default hereunder.

Any such contest shall be prosecuted diligently and in a manner unprejudicial to the City or the rights of the City hereunder.
(c) Remedies Cumulative. No right, power, or remedy given to the City by the terms of the Contract Documents is intended to be exclusive of any other right, power, or remedy; and each and every such right, power, or remedy shall be cumulative and in addition to every other right, power, or remedy given to the City by the terms of any such instrument, or by any statute or otherwise against Contractor and any other person. Neither the failure nor any delay on the part of the City to exercise any such rights and remedies shall operate as a waiver thereof, nor shall any single or partial exercise by the City of any such right or remedy preclude any other or further exercise of such right or remedy, or any other right or remedy.

Section 2.3 Waiver of Damages.

Contractor, in having tendered the Proposal, shall be deemed to have waived any and all claims for damages because of termination of this Agreement for any reason. Contractor shall not be entitled to any lost profit in the event of termination.

ARTICLE III

GENERAL PROVISIONS
Section 3.1 Relationship of Parties.

Nothing contained in this Agreement shall be interpreted or understood by any of the Parties, or by any third persons, as creating the relationship of employer and employee, principal and agent, limited or general partnership, or joint venture between the City and Contractor or its agents, employees or subcontractors, and Contractor shall at all times be deemed an independent contractor and shall be wholly responsible for the manner in which it or its agents, or both, perform the services required of it by the terms of this Agreement. Contractor has and retains the right to exercise full control of employment, direction, compensation, and discharge of all persons assisting in the performance of services under the Agreement. In regards to the 1343
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construction of the Project, Contractor shall be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding, and all other laws and regulations governing such matters, and shall include requirements in each contract that subcontractors shall be solely responsible for similar matters relating to their employees.

Contractor shall be solely responsible for its own acts and those of its agents and employees.

Section 3.2 Change Orders.
(a) Changes affecting the time of performance, unit pricing, or total contract price shall be set forth in a written Change Order that shall specify:

1. The work performed in connection with the change to be made;

2. The amount of the adjustment to the Payment Limit, if any, and the basis for compensation for the work ordered; which adjustment may be a negotiated lump sum amount, agreed unit price, or paid under Section 9-1.04 “Force Account” of the 2015 State of California Department of Transportation Standard Specifications; and

3. The amount of time to be adjusted in the schedule for performance, if any. (b) A Change Order will become effective when signed by the Department Head, or his or her representative, notwithstanding that Contractor has not signed it. A Change Order will become effective without Contractor’s signature, provided the Department Head or his or her representative so indicates by noting thereon “unilateral change order.” (c) All changes in any plans and specification approved by any authority with jurisdiction over the Project may also require addenda or change orders approved by that authority.
(d) Where the City requests, a performance bond rider covering the changed work must be executed and delivered to the City before proceeding with the changed work, or shortly in time thereafter.
(e) The Department Head or his or her representative has the authority to approve Change Orders with a cumulative dollar value of up to ten percent (10%) of the contract price.

Section 3.3 Claims By Contractor.
(a) No Third-Party Claims. Nothing contained in this Agreement shall create or justify any claim against the City by any person that Contractor may have employed or with whom Contractor may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the construction of the Project, and Contractor shall include similar requirements in any contracts entered into for the construction of the Project. Pursuant to Section 9204 (d)(5) of the Public Contract Code, however, Contractor may present a claim on behalf of a subcontractor for work which was performed by that subcontractor or lower tier subcontractor. Such claim shall have been reviewed and evaluated by Contractor prior to submission to the City. 1344
12 Contract
(b) Obligation to File Claims for Disputed Work. Should it appear to the Contractor that the work to be performed or any of the matters relative to the Contract Documents are not satisfactorily detailed or explained therein, or should any questions arise as to the meaning or intent of the Contract Documents, or should Contractor have a claim against the City, as the term “claim” is defined in Section 9204 of the Public Contract Code, or should any dispute arise regarding the true value of any work performed, work omitted, extra work that the Contractor may be required to perform, time extensions, payment to the Contractor during performance of the work, construction of the Project, and/or compliance with procedures or standards set forth in the Contract Documents, or should Contractor otherwise seek extra time or compensation FOR ANY REASON WHATSOEVER (each, a “Claim”), then Contractor shall first follow the procedures set forth in this Agreement, including but not limited to Section 3.2, “Change Orders.” If a dispute remains, then Contractor shall give written notice by registered or certified mail with return receipt requested, and such Claim shall be resolved as set forth below. (c) Form and Contents of Claim. The Claim shall be submitted to the City within thirty (30) days of receiving the City’s written decision regarding the dispute, or the date the Contractor contends such decision was due, and in no event later than the date of final payment.

Contractor’s written claim must identify itself as a “Claim” under this Section 3.3 and must include the following: (1) a narrative of pertinent events; (2) citation to contract provisions; (3) theory of entitlement; (4) complete pricing of all cost impacts; (5) a time impact analysis of all time delays that shows actual time impact on the critical path; (6) documentation supporting items 1 – 5; and (7) verification under penalty of perjury of the claim’s accuracy. The Claim shall be priced like a Change Order, and must be updated every thirty (30) days as to cost and entitlement if it remains a continuing Claim. Routine contract materials, for example, correspondence, RFI, Change Order requests, or payment requests shall not constitute a Claim.

Contractor shall bear all costs incurred in preparation, submittal, and administration of a Claim. (d) Administration After Claim Submittal.

1. City may render a final decision based solely on the materials submitted in support of the Claim or may in its sole discretion conduct an administrative hearing on the Claim, in which case Contractor shall appear, participate, answer inquiries, and present any further evidence or analysis requested by City. Should City take no action on the Claim within forty-five (45) days (or any extension thereof mutually agreed upon by City and Contractor, or any such greater time to respond afforded City under Section 9204(d)(1)(C) of the Public Contract Code) of submittal, it shall be deemed denied.

2. If Contractor disputes City’s written response, or if City fails to respond to a Claim within the time prescribed, Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, City will schedule a meet and confer conference within thirty (30) days for settlement of the dispute.

3. Within ten (10) business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, City will 1345
13 Contract
provide Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within sixty (60) days after City issues its written statement. Any disputed portion of the Claim, as identified by Contractor in writing, shall be submitted to nonbinding mediation, with City and Contractor sharing the associated costs equally. City and Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If City and Contractor cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be subject to Section 3.3(f) of this Agreement.

4. Failure by City to respond to a Claim within the time periods described in Section 9204 of the Public Contract Code or to otherwise comply with the time requirements of that section shall result in the Claim being deemed rejected in its entirety. A Claim that is denied by reason of City’s failure to have responded to a claim, or its failure to otherwise comply with the time requirements of Section 9204 of the Public Contract Code, shall not constitute an adverse finding with regard to the merits of the Claim or the responsibility or qualifications of the claimant filing the Claim.

5. Notwithstanding and pending the resolution of any Claim or dispute, Contractor shall diligently perform the disputed work to final completion in accordance with the City’s direction.
(f) Compliance

1. The provisions of this Section 3.3 constitute a non-judicial claim settlement procedure that, pursuant to California Government Code Section 930.2, shall constitute a condition precedent to the submittal of a valid claim under the California Government Code. Any Government Code claims alleging disputed work must affirmatively indicate prior compliance with this Section 3.3. In accordance with Richmond Municipal Code Section 1.10.010(b), all Government Code claims must be presented no later than the 100th day after the earlier of (i) the date the City actively or passively denied the Claim, or (ii) substantial completion or termination of the contract.

2. Failure to submit and administer Claims as required in Section 3.3 shall waive Contractor’s right to compensation for any disputed work not included in a timely Claim. Disputes not raised in a timely protest and timely Claim submitted under this Section 3.3 may not be asserted in any subsequent Government Code claim, administrative hearing, or civil action. 1346
14 Contract

3. City shall not be deemed to waive any provision under this Section 3.3 if, at City’s sole discretion, a Claim is administered in a manner not in accord with this Section 3.3. Waivers or modifications of this Section 3.3 may only be made by signed Change Order approved as to form by legal counsel for both City and Contractor. Oral or implied modifications shall be of no force or effect.

Section 3.4 Indemnification.
(a) To the fullest extent permissible by law, Contractor shall indemnify, defend, and hold harmless, and require its subcontractors to defend, indemnify and hold harmless, the City, its elected and appointed officials, and all of its employees, volunteers and agents (the “Indemnified Parties”), from all liability, penalties, costs, losses, damages, expenses, causes of action, claims or judgments, including attorney’s fees and other defense costs (collectively, “Actions”), resulting from injury to or death sustained by any person (including Contractor’s or any subcontractors’ employees), or damage to property of any kind, or any other injury or damage whatsoever, which Actions arise out of or are in any way connected with the construction of the Project, regardless of Contractor’s fault or negligence; provided, however, that Contractor’s, and Contractor’s subcontractors’ indemnity obligations hereunder shall not apply to the extent any Actions are caused by the active negligence or willful act or omission of an Indemnified Party. The indemnification obligations of Contractor and its subcontractors shall extend to Actions asserted after termination of this Agreement for whatever reason for the full period of time allowed by law.
(b) In Actions against any person or entity indemnified under Section 3.4(a) above by an employee of Contractor or its subcontractors, anyone directly or indirectly employed by any one of them or anyone for whose acts one of them may be liable, the indemnification obligation under Section 3.4(a) above shall not be limited by a limitation on amount or type of damages, compensation of benefits payable under workers’ compensation acts, disability benefit acts or other employee benefit acts.
(c) The defense and indemnification obligations set forth in Section 3.4(a) above are undertaken in addition to, and shall not in any way be limited by, the insurance obligations set forth in the Project Specifications.

Section 3.5 Non-Liability of City Officials, Employees and Agents.

No member, official, employee or agent of the City shall be personally liable to Contractor in the event of any default or breach by the City or for any amount which may become due to Contractor or its successor or on any obligation under the terms of this Agreement.

Section 3.6 No Third Party Beneficiaries.

There shall be no third party beneficiaries to this Agreement. 1347
15 Contract
Section 3.7 Conflict of Interest.
(a) Except for approved eligible administrative or personnel costs, no person described in Section 3.7(b) below who exercises or has exercised any functions or responsibilities with respect to the activities funded pursuant to this Agreement or who is in a position to participate in a decision-making process or gain inside information with regard to such activities, may obtain a personal or financial interest or benefit from the activity, or have an interest in any contract, subcontract or agreement with respect thereto, or the proceeds thereunder, either for themselves or those with whom they have family or business ties, during, or at any time after, such person’s tenure. Contractor shall exercise due diligence to ensure that the prohibition in this Section 3.7(a) is followed.
(b) The conflict of interest provisions of Section 3.7(a) above apply to any person who is an employee, agent, consultant, officer, or elected or appointed official of the City of Richmond, and any immediate family member or dependent of such person.

Section 3.8 Notices, Demands and Communications.

If at any time after the execution of this Agreement it shall become necessary or convenient for one of the Parties hereto to serve any notice, demand or communication upon the other Party, such notice, demand or communication shall be in writing and shall be served personally or by depositing the same in the registered United States mail, return receipt requested, postage prepaid or delivered by express delivery service, return receipt requested and (1) if intended for the City shall be addressed to:

City of Richmond
450 Civic Center Plaza
Richmond, California 94804
Attention: Wendy Wellbrock
With copy to:

City of Richmond
450 Civic Center Plaza
Richmond, CA 94804
Attention: City Attorney

(2) if intended for Contractor shall be addressed to:

Nema Construction
555 Pierce Street, Suite 1005
Albany, CA 94706
Attn: Ali Farahani
1348
16 Contract
Any notice, demand or communication shall be deemed given, received, made or communicated on the date personal delivery is affected or, if mailed in the manner herein specified, on the delivery date or date delivery is refused by the addressee, as shown on the return receipt. Any Party may change its address at any time by giving written notice of such change at least ten (10) days prior to the date such change is desired to be effective.

Section 3.9 Applicable Law.

This Agreement shall be governed by California law. This Agreement is made in Contra Costa County, California, and any action relating to this Agreement shall be instituted and prosecuted in the courts of Contra Costa County, California.

Section 3.10 Parties Bound.

Except as otherwise limited herein, the provisions of this Agreement shall be binding upon and inure to the benefit of the Parties and their heirs, executors, administrators, legal representatives, successors, and assigns. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor, successor, or assign of such Party who has acquired an interest in compliance with the terms of this Agreement or under law. This Agreement shall be binding upon and inure to the benefit of the heirs, administrators, executors, successors in interest, and assigns of each of the Parties.

Section 3.11 Severability.

If any term of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remainder of the provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability.

Section 3.12 Force Majeure.

Performance by either Party shall not be deemed to be in default when delays in performance are due to war, insurrection, strikes, lock-outs, riots, floods, earthquakes, fires, quarantine restrictions, freight embargoes, or court order, or any other similar causes (other than lack of funds of Contractor) beyond the control or without the fault of the Party claiming an extension of time to perform (“Force-Majeure Delays”). In no event shall any extension of any period of time be deemed to have occurred unless the Party claiming the Force-Majeure Delay gives written notice to the other Party within ten (10) days following the commencement of any such delay, setting forth the facts giving rise to the Force-Majeure Delay request, the expected duration of the delay, and the steps the Party intends to take to minimize the Delay. During the Force-Majeure Delay, the Party whose performance is delayed shall keep the other Party reasonably informed of the situation and the steps taken by such Party to continue performance and minimize delay. After the Force-Majeure Delay is over, the Parties shall in good faith jointly prepare an accurate written record of the circumstances giving rise to delay, specifying the commencement date and duration of the Force-Majeure Delay and the cause thereof, which record shall be signed by each Party to confirm agreement with respect to its content. In no event shall the City be required to agree to cumulative Force-Majeure Delays in excess of sixty 1349
17 Contract
(60) days unless the City is the cause of such delay. In the event that the parties cannot agree upon a record of the circumstances giving rise to the Force-Majeure Delay, the procedures set forth in Section 3.3 of this Agreement shall apply.

Section 3.13 Waivers.

Any waiver by the City of any obligation or condition in this Agreement must be in writing. No waiver will be implied from any delay or failure by the City to take action on any breach or default of Contractor or to pursue any remedy allowed under this Agreement or applicable law. Any extension of time granted to Contractor to perform any obligation under this Agreement shall not operate as a waiver or release from any of its obligations under this Agreement. Consent by the City to any act or omission by Contractor shall not be construed to be consent to any other or subsequent act or omission or to waive the requirement for the City’s written consent to future waivers.

Section 3.14 Title of Parts and Sections.

Any titles of the sections or subsections of this Agreement are inserted for convenience of reference only and shall be disregarded in interpreting any part of the Agreement’s provisions.

Section 3.15 Entire Understanding of the Parties.

The Contract Documents – along with any written change orders and dispute determinations that may be issued by the City in the course of performance – shall constitute the entire understanding and agreement of the Parties with respect to construction of the Project.

The Contract Documents, written change orders (if any), and dispute determinations (if any) are deemed complementary and should be interpreted together.

Section 3.16 Multiple Originals; Counterpart.

This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts. A facsimile or electronic signature to this Agreement shall be as valid as an ink signed original.
[Signatures on following page]
1350
18 Contract
WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written.

Reviewed By:
_______________________
City Attorney
ATTEST:
_______________________________
City Clerk
CITY:

CITY OF RICHMOND, a municipal corporation and
charter city
By: _________________________________
Name: _________________________________
Its: __________________________________
CONTRACTOR:

Nema Construction
By: _________________________________
Name: _________________________________
Its: _________________________________
1351
19 Contract
Exhibit A
Proposal
1352
1353
1354
1355
1356
1357
1358
None
1359
None
1360
1361
1362
1363
1364
1365
1366
1367
1368
1369

Page 1 of 3 ends

May 21, 2024
Community Development
DATE: May 21, 2024
TO: Mayor Martinez and Members of the City Council
FROM: Lina Velasco, Director of Community Development
Hector Rojas, Planning Manager
Eva Mann, Code Enforcement Manager
SUBJECT: Extension of Tobacco Retailers Moratorium
FINANCIAL IMPACT: The urgency ordinance extension, if adopted, would be enforced pursuant to routine code enforcement efforts,
which is included within the City’s budget. The ordinance, therefore, is not expected to have any additional fiscal impact on the General Fund.

PREVIOUS COUNCIL
ACTION:

April 16, 2024

STATEMENT OF THE
ISSUE:

On April 16, 2024, the City Council adopted Urgency
Ordinance No. 03-24 N.S., which placed a temporary 45-
day moratorium on any new tobacco retailer within the
City of Richmond and declared an urgency thereof
pursuant to Government Code Section 65858. Staff
recommends that the urgency ordinance be extended
pursuant to Government Code Section 65858 for an
additional 10 months and 15 days, until April 15, 2025, to provide staff with sufficient time to study and engage the public in the establishment of reasonable regulations of tobacco retailers to protect the public health, welfare, and safety.

RECOMMENDED ACTION: ADOPT an urgency ordinance, pursuant to Government Code Section 65858, extending the temporary
moratorium on the issuance of any new permit, license,
or entitlement for any new tobacco retailer in the City of Richmond for an additional 10 months and 15 days, until April 15, 2025. This ordinance is intended to preserve
the status quo, and it will not cause a direct physical AGENDA
REPORT
1370

Page 2 of 3 ends

May 21, 2024
change in the environment, nor a reasonably foreseeable indirect physical change in the environment. The
enactment of this ordinance, therefore, does not
constitute the approval of a project under the California Environmental Quality Act (“CEQA”), and it is exempt
from CEQA. (Pub. Res. Code § 21065, CEQA Guidelines
§§ 15060(c),(2)(3); 15061(b)(3); 15064(d)(3); 15378(a).). - Community Development Department (Lina
Velasco/Eva Mann/Hector Rojas 510-621-1220).

DISCUSSION:

On April 16, 2024, the City Council adopted Urgency Ordinance No. 03-24 N.S., which placed a temporary 45-day moratorium on any new tobacco retailer within the City of Richmond and declared an urgency thereof pursuant to Government Code Section 65858. Staff recommends that the urgency ordinance be extended pursuant to Government Code Section 65858 for an additional 10 months and 15 days, until April 15, 2025, to provide staff with sufficient time to study and engage the public in the establishment of reasonable regulations of tobacco retailers to protect the public health, welfare, and safety.

ANALYSIS/DISCUSSION:

As noted, and presented on April 6 and April 16, the City has a substantial interest in promoting compliance with federal, state, and local laws intended to regulate tobacco sales and use; in discouraging the illegal purchase of tobacco products by minors; in promoting compliance with laws prohibiting sales of cigarettes and tobacco products to minors; and in protecting children from being lured into illegal activity through the misconduct of adults. In recent years, the introduction of vaping and smoking of nontobacco products, identified by the Centers for Disease Control (CDC) as harmful, has created a market for smoking products not currently captured by tobacco sales regulations in the Richmond Municipal Code (RMC). Recently strengthened regulations in other cities put Richmond in a position to be an attractive market for tobacco and vape retailers.

Due to increased complaints and the establishment of unpermitted tobacco retailers, City staff is recommending that the City Council consider establishing a temporary moratorium on new tobacco retailer licenses to address revising the definitions of tobacco products to expressly include vape products and vapor smoking devices; increasing penalties for violations of local laws; and reviewing licensing fees and licensee restrictions. The City Council adopted Ordinance No. 03-24 N.S., which placed a temporary 45-day moratorium on any new tobacco retailer within the City of Richmond and declared an urgency thereof pursuant to Government Code Section 65858. An extension of this moratorium is required so that additional due diligence, studies, and recommendations can be made to adequately protect public health, welfare, and safety. 1371

Page 3 of 3 ends

May 21, 2024
Under the moratorium, legally existing tobacco retailers are permitted to continue operating and obtain renewal of their licenses subject to existing approval and denial standards. The City also reserves the right to suspend or revoke any existing permit, license, or entitlement of tobacco-related businesses under existing standards. The proposed urgency ordinance extension requires a public hearing and a four-fifth vote of the City Council. Following a noticed public hearing, the City Council may subsequently extend the moratorium for another year.

City staff members are recommending adoption of an urgency ordinance to extend the temporary moratorium for 10 months and 15 days, until April 15, 2025, to allow staff sufficient time to prepare changes to the RMC to study and develop stronger regulations of tobacco retailers to adequately protect the public health, welfare, and safety. City staff prepared and posted online at https://www.ci.richmond.ca.us/4662/TobaccoRetailers-License the required 10-day report describing the measures that have been taken to alleviate conditions which led to the adoption of the urgency ordinance as required by Government Code Section 65858.

ENVIRONMENTAL ANALYSIS:

This proposed ordinance is intended to preserve the status quo while the City considers further regulations on tobacco sales and distribution. The ordinance will not cause a direct physical change in the environment, nor a reasonably foreseeable indirect physical change in the environment. This action, therefore, does not constitute the approval of a project under the California Environmental Quality Act (“CEQA”), and it is exempt from CEQA. (Pub. Res. Code § 21065, CEQA Guidelines §§ 15060©,(2)(3); 15061(b)(3); 15064(d)(3); 15378(a).)
ALTERNATIVE ACTIONS:

The City Council could decide not to extend the moratorium at this time and direct staff to continue work on possible amendments to City codes while processing new tobacco retailer license applications and renewals. This could result in immediate adverse impacts, such as tobacco and vape retailers that have had to close in other cities relocating to Richmond during the period required to develop and propose stronger regulations, some which may locate in areas frequented by youth such as near schools or after school programs.

DOCUMENTS ATTACHED:

Attachment 1 – Urgency Ordinance Extending Moratorium
Attachment 2 – Urgency Ordinance No. 03-24 N.S.

Attachment 3 – 10-Day Report
1372
ORDINANCE NO. _______
AN URGENCY ORDINANCE, PURSUANT TO GOVERNMENT CODE SECTION 65858, EXTENDING UNTIL APRIL 15, 2025 A TEMPORARY MORATORIUM ON ALL NEW

TOBACCO RETAILERS WITHIN THE CITY OF RICHMOND WHICH WAS ADOPTED BY THE CITY COUNCIL ON APRIL 16, 2024 (ORDINANCE NO. 03-24 N.S.) WHEREAS, the City is concerned about this recent proliferation of tobacco retailer businesses, locations of tobacco retailer businesses, and the harmful effects of tobacco on the health, safety, and welfare of City residents and especially youth; WHEREAS, this temporary moratorium will provide staff with the opportunity to study various options to regulate tobacco retailer businesses, including potentially requiring a use permit for such uses;
WHEREAS, Government Code section 65858 provides that to protect against any current and immediate threat to the public health, safety, or welfare, the City Council may adopt as an urgency measure an interim ordinance prohibiting any uses that may be in conflict with a contemplated general plan, specific plan, or zoning proposal that the City plans to study; WHEREAS, on April 16, 2024, the City Council adopted Urgency Ordinance No. 03-24 N.S. establishing a 45-day moratorium on the approval of granting of any permit, license, and land use entitlement for any new tobacco retailer within the City of Richmond to allow the City time to study viable solutions and municipal code amendments necessary to reasonably regulate tobacco retailers in the City of Richmond as more fully described in that ordinance; WHEREAS, the 45-day moratorium will expire on May 31, 2024; WHEREAS, pursuant to Government Code Section 65858(d), the City has taken steps to alleviate the conditions that necessitated the adoption of Ordinance No. 03-24 N.S. and has issued a report relative to the steps taken, which is attached and incorporated by reference; WHEREAS, such an extension of an urgency measure requires a four-fifths vote (6 votes) of the City Council for adoption and the extension shall be of no further force and effect than ten months and fifteen days from the date of the 45-day moratorium’s expiration, May 31, 2024; WHEREAS, Government Code Section 65858(c) provides that the legislative body shall only extend any interim ordinance pursuant to this section if the ordinance contains legislative findings that there is a current and immediate threat to the public health, safety, or welfare, and that the approval of additional use permits, variances, building permits, or any other applicable entitlement for use which is required in order to comply with a zoning ordinance would result in that threat to public health, safety, or welfare;
WHEREAS, due notice of the hearing requesting this temporary moratorium has been given as required by Government Code Section 65090; and, WHEREAS, for reasons set forth above and in Ordinance No. 03-24 N.S., which recitals are incorporated herein by reference, this ordinance is declared by the City Council to be necessary, as without this ordinance, the approval of additional licenses, permits, and land use entitlements for any new tobacco retailers or the like would result in a current, immediate, and direct threat to the health, safety, and welfare of the community, and the recitals above and in 1373
Ordinance No. 03-24 N.S. taken together constitute the City Council’s statements of the reasons constituting such necessity and urgency.

NOW, THEREFORE, the City Council of the City of Richmond does hereby ordain as follows:

SECTION 1: That the above recitals and recitals contained in Ordinance No. 03-24 N.S. are true and correct and are adopted as the City Council’s findings.

SECTION 2: Purpose and Authority.

In the interest of protecting the health, safety, and welfare of the residents in the City of Richmond, it is the purpose and intent of this ordinance to place a temporary moratorium on the issuance of any new permit, license, or other entitlement for any tobacco retailer in the City of Richmond. The City Council has authority to adopt this ordinance pursuant to California Constitution Article XI, Section 7 and Government Code section 65858 as an urgency measure prohibiting any use that may be in conflict with a contemplated general plan, specific plan, or zoning proposal that the City is considering or studying.

SECTION 3: Findings.

All provisions of Ordinance No. 03-24 N.S. shall remain in full force and effect during the extended term of the moratorium. In order to protect the public health, safety and welfare of the community and pursuant to the provisions of Government Code Section 65858, Section 7 of Ordinance No.03-24 N.S. is revised to reflect that the moratorium shall be extended for a period of ten months and fifteen days from the original expiration date and shall be set to expire, and be of no further force and effect, on midnight, April 15, 2025.

Section 4: Environmental Review/California Environmental Quality Act (CEQA).

This ordinance is intended to preserve the status quo, and it will not cause a direct physical change in the environment, nor a reasonably foreseeable indirect physical change in the environment. The enactment of this ordinance, therefore, does not constitute the approval of a project under the California Environmental Quality Act (“CEQA”), and it is exempt from CEQA. (Pub. Res. Code § 21065, CEQA Guidelines §§ 15060(c),(2)(3); 15061(b)(3); 15064(d)(3); 15378(a).)
Section 5: Severability.

If any provision of this ordinance or the application thereof to any person or circumstances is held invalid, such invalidity shall not affect other provisions or applications of the ordinance which can be given effect without the invalid provision or application, and to this end the provisions of this ordinance are severable. This City Council hereby declares that it would have adopted this ordinance irrespective of the invalidity of any particular portion thereof and intends that the invalid portions should be severed and the balance of the ordinance be enforced. 1374
Section 6: Effective Date.

This ordinance, passed by at least a four-fifths vote of the City Council, is declared to be an urgency ordinance for preserving the public health, safety and welfare and shall take effect and be enforced immediately upon adoption.
------------------------------------------------------
I hereby certify that the foregoing Ordinance of the Council of the City of Richmond was duly passed and adopted at a meeting thereof held May 21, 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTENTION:
______________________________
Clerk of the City of Richmond
(SEAL)
Approved:
_________________________
Mayor
Approved as to form:
_________________________
City Attorney
1375
ORDINANCE NO. 03-24 N.S.

AN URGENCY ORDINANCE, PURSUANT TO GOVERNMENT CODE SECTION 65858, BY THE CITY COUNCIL OF THE CITY OF RICHMOND, ESTABLISHING A

TEMPORARY MORATORIUM ON ALL NEW TOBACCO RETAILERS WITHIN THE

CITY OF RICHMOND PENDING THE STUDY AND DEVELOPMENT OF
REASONABLE REGULATIONS; AND DECLARING THE URGENCY THEREOF WHEREAS, the City has seen a proliferation of tobacco retailer businesses within the City;
WHEREAS, the City is concerned about this recent proliferation of tobacco retailer businesses, locations of tobacco retailer businesses, and the harmful effects of tobacco on the health, safety, and welfare of City residents and especially youth; WHEREAS, the City has no specific regulations for tobacco retailer businesses aimed at protecting minors, such as a distance requirement from schools and/or youth-oriented areas; WHEREAS, this temporary moratorium will provide staff with the opportunity to study various options to regulate tobacco retailer businesses; and, WHEREAS, Government Code section 65858 provides that to protect against any current and immediate threat to the public health, safety, or welfare, the City Council may adopt as an urgency measure an interim ordinance prohibiting any uses that may be in conflict with a contemplated general plan, specific plan, or zoning proposal that the City plans to study.

NOW, THEREFORE, the City Council of the City of Richmond does hereby ordain as follows:

SECTION 1: That the above recitals are true and correct and are adopted as the City Council's findings.

SECTION 2: Purpose and Authority.

SECTION 3: Findings.

A. Smoking and use of tobacco products, particularly by persons under eighteen years of age ("minors"), poses a significant health hazard to the user and persons in proximity to the user, including, without limitation, nicotine addiction, disease, and premature death.

B. The City of Richmond has a significant interest in discouraging tobacco use by minors and discouraging the sale or distribution of tobacco products to minors, including vape pens and devices, e-cigarettes, and flavored tobacco products.

C. The City has a significant interest in preserving the health, safety, and welfare of its residents, and in particular its minor residents, in considering enactment of additional regulations on the sale and distribution of tobacco products.

D. There is a current and immediate threat to the public health, safety, or welfare with respect to the sale and distribution of tobacco products within the City, including access to such products by minors, and the approval of additional permits, licenses, and/or any other entitlement for new tobacco retailers would result in a further threat to public health, safety, or welfare.

E. This urgency ordinance is necessary to promote the immediate preservation of the peace, health, and safety of the public against the potential detrimental health impacts of tobacco smoking, particularly as concerns minors, in order to allow the City an opportunity to study this issue and Ord. No. 03-24 N.S.

Page I of3
1376
develop and adopt additional appropriate regulations for the sale and distribution of tobacco products.

Section 4: Environmental Review/California Environmental Quality Act (CEQA).

This ordinance is intended to preserve the status quo, and it will not cause a direct physical change in the environment, nor a reasonably foreseeable indirect physical change in the environment. The enactment of this ordinance, therefore, does not constitute the approval of a project under the California Environmental Quality Act ("CEQA"), and it is exempt from CEQA. (Pub. Res. Code § 21065, CEQA Guidelines§§ 15060(c),(2)(3); 1506l(b)(3); 15064(d)(3); 15378(a).) Section 5: Definitions.

As used herein the following definitions shall apply:

A. "Person" shall mean any individual natural person, firm, partnership, joint venture, limited liability company, association, social club, fraternal organization, corporation, estate, trust, business trust, receiver, trustee, syndicate, or any other group or combination acting as a unit.

B. "Tobacco retailer" shall have the same meaning as set forth in Richmond Municipal Code section 7.106.030.

Section 6: Moratorium on New Permits, Licenses, and Land Use Entitlements.

A. During the term of this ordinance, any new tobacco retailer shall be prohibited in all zoning districts and lands within the City of Richmond. No application for any permit, license, or land use entitlement shall be granted or approved for any new tobacco retailer in any zoning districts or lands within the City of Richmond.

B. Notwithstanding any other provision of this ordinance, any person who lawfully holds an existing permit, license, and/or land use entitlement for an existing and lawfully operating smoke shop and/or tobacco retailer in the City of Richmond as of the effective date of this ordinance may continue to lawfully operate under that existing permit, license, and/or entitlement, and may apply for the renewal of any such existing permit, license, and/or entitlement, which renewal may be approved or denied by the City under the standards governing such permit, license, and/or entitlement under existing law. Nothing herein shall limit the authority of the City to revoke or suspend any existing license, permit, and/or entitlement as authorized under existing law.

Section 7: Term of Ordinance.

This ordinance shall be in effect from the date of adoption for a period of forty-five (45) days, unless it is extended pursuant to Government Code section 65858(a) or other applicable law, as approved by the City Council.

Section 8: No Mandatory Duty of Care.

This ordinance is not intended to and shall not be construed or given effect in a manner that imposes upon the City or any officer or employee thereof a mandatory duty of care towards persons and property within or without the City, so as to provide a basis of civil liability for damages, except as otherwise imposed by law.

Section 9: Severability.

Section 10: Effective Date and Publication.

Ord. No. 03-24 N.S.

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Richmond City CouncilMay 21, 2024

Richmond City Council
May 21, 2024