Attachment 3 Bid Documents.pdf — Richmond City Council, May 21, 2024 (part 4 of 4)

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
MH DAA #DM1507408
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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MH DAA #DM1507408
Intertek (Intertek-ATI)
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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
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
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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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
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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

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

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

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

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

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

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

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

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
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

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
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
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
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
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
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
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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
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
Ol drano, FL 3283 FL 32839
FOR

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
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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, Orland FL 32839
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
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
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Orlando, Orlando FL 3283 FL 32839
FOR

REFERENCE
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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
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Orlando, Orlando FL 3283 FL 3 9
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
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Orlando, FL 32839
FOR

REFERENCE
ONLY
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Approvedby:StateofCalifornia
MH DAA #DM1507408
Intertek (Interte Ik-ATI)
PlanApproval: #R-Ϯϭϯϭϲ
Approval Date: 2024-02-23
Expiration Date: 2025-05-22
Without FoundationApproval
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FOR

REFERENCE
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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
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Orlando, Orlando FL 32839
FOR

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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

SHIELDS REID PARK IMPROVEMENTS

CITY OF RICHMOND
APPENDIX G.

PITCHING AND MUSICIAN SCULPTURES PLANS AND STRUCTURAL CALCULATIONS

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
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
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"

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 C
INT
PT

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

C
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E
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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.

C
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PT

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E
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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

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"

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.

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
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

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.

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.

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.

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)

Richmond City CouncilMay 21, 2024

Richmond City Council
May 21, 2024