Attachment 11 R2022049 C101-SITE PLAN - Concept Design 20230322.pdf

PDF 1 MB Posted Nov 14, 2023

Attached to: Y1LZ--36C26124R0004 | Project 612-23-003 | Design Build, Create Martinez Parking Lot and Access
Solicitation number: 36C26124R0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

About this file

Written by GovTribe AI · Dec 20, 2023

This site plan and related federal contract opportunity are for a design-build project to create a parking lot and improve access at the Martinez VA Medical Center located at 150 Muir Road in Martinez, California. The opportunity was posted as solicitation number 36C26124R0004 by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21. The site plan drawing provides details on the proposed demolition, paving, fencing, signage and other construction elements needed to develop the new parking lot. The contractor will be responsible for validating the locations of existing geothermal wells and designing the parking lot to avoid disturbing these wells. Stormwater analysis and design will also be provided by the contractor in accordance with VA requirements.

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Other files

File	Type	Posted
Attachment 8 Geothermal Drawings Project MTZ.pdf	PDF	Nov 14, 2023
Attachment 16 Signage_Refer to Section 2.5 and Section 2.6 for Signage Design.pdf	PDF	Nov 14, 2023
Attachment 13 PHASE 1 FACTOR 3 - Past Performance Questionnaire.docx	DOCX document	Nov 14, 2023
Attachment 9 Illustra-pro-gen4-mini-dome Cameras.pdf	PDF	Nov 14, 2023
Attachment 3 DOL DBA Wage Determination CA20230018 11032023.pdf	PDF	Nov 14, 2023
Attachment 12 PHASE 1 FACTOR 2 - EXPERIENCE.xlsx	XLSX spreadsheet	Nov 14, 2023
Attachment 14 PHASE 2 FACTOR 4 Key Personnel_Qualifications.docx	DOCX document	Nov 14, 2023
Attachment 15 JA Partial Brand Name Justification DB Parking Lot MTZ OPC.pdf	PDF	Nov 14, 2023
Attachment 7 Geotechnical Report.pdf	PDF	Nov 14, 2023
Attachment 10 MTZ-SITE PLAN 3-2011 UTILITIES Campus Drawings.pdf	PDF	Nov 14, 2023
Attachment 1 SOW Create Martinez Parking Lot and Access _20220830_rev 04.pdf	PDF	Nov 14, 2023
Attachment 2 Specifications(Combined) DesignBuild MTZ Parking Lot and Access 612-23-003.pdf	PDF	Nov 14, 2023
Attachment 4 Pre-Proposal Site Visit Information.pptx	PPTX presentation	Nov 14, 2023
Attachment 6 REQUEST FOR INFORMATION (RFI) FORM (Blank).pdf	PDF	Nov 14, 2023
36C26124R0004_Solicitation.docx	DOCX document	Nov 14, 2023
Attachment 5 Price Breakdown Worksheet (Blank).docx	DOCX document	Nov 14, 2023

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APPROXIMATE

LIMIT OF

DEMOLITION

TYP.

REMOVE AND DISPOSE CONDUIT

SEE NOTE 27.

4% MAX

SIDEWALK

LIMIT OF EROSION

CONTROL

214.0 X

MATCH

EXISTING

GRADE

MATCH EXISTING GRADE

TYP

PROVIDE ADA

COMPLIANT CURB CUT

AND RAMP (TYP)

TC 215.5

BC 215.0

TC 212.0

BC 211.5

TC 210.0

BC 209.5

TC 213.5

BC 213.0

4% MAX

RETAINING WALL.

SEE NOTE 25.

PROVIDE ADA

COMPLIANT CURB CUT

AND RAMP (TYP)

LIMIT OF WORK

SEE GENERAL NOTES

NTS

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS,

CURB OR OTHER ADJACENT STRUCTURES.

2. 1

2'' BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND

SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. FORMED EXPANSION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 14" RADIUS.

4. CONTROL JOINTS SHALL BE 14" DEEP AND PLACED AT THE SPACING INDICATED FOR THE

WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED

WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

6. 1

4" DEEP CONTROL JOINTS (TYP.) SPACED AT 5' OR EQUAL TO SIDEWALK WIDTH.

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

Y P

NOTES:

1. PAVEMENT TO BE BITUMINOUS CONCRETE LAID IN 2 COURSES.

2. ASPHALT 1.5" STANDARD AND 2" HEAVY DUTY.

3. ASPHALT 1.5" STANDARD AND 2" HEAVY DUTY.

4. CALTRANS CLASS 2 AGGREGATE BASE 4" STANDARD AND 7" HEAVY DUTY.

NTS

PLAN

SECTION

WATER FLOW

AREA TO BE PROTECTEDWORK AREA

12''

MIN.

NOTES:

1. FILTER MEDIA MAY BE DISPERSED ON SITE, AS DETERMINED

BY ENGINEER.

SAW-CUT EXISTING PAVEMENT, APPLY TACK COAT,

INFRARED JOINTS AFTER PLACING PAVEMENT

DISTANCE AS REQUIRED

2% MAX

WORK AREA

COMPOST SOCKS (8'')

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

COMPOST SOCKS (8'')

AREA TO BE PROTECTED

'' R. (TYP.)

EXPANSION JOINT

WITH

'' BITUMINOUS

JOINT FILLER

CONTROL JOINT

WIDE AND DEEP

SAWCUT OR TOOLED

TYPE B CONCRETE

0.5' GRADE B

SUB-BASE

3/1 6"

NOTES:

1. PAINT COLOR SHALL BE WHITE.

4'' PAINTED

DIAGONAL LINES

4'' PAINTED

PARKING

STALL LINES

NTS

21'

CLASS "A" PCC

R=1/2"

SUBGRADE AT 95%

RELATIVE COMPACTION

PAVEMENT

SECTION

#4 BAR

3" CLR EA WAY

DRIVEWAYS: 4" AC ON 12" CL. II, AGG. BASE @ 95%

(MIN. R=78)

PARKING: 3" AC ON 8" CL. II, AGG. BASE

@ 95% (MIN. R=78)

NTS

SITE PLANDEMOLITION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

C101

CONCEPT SITE PLAN

SCALE: 1" = 20'

0 50 100

KEY NOTES:

1. REMOVE AND DISPOSE OF PORTION OF CITY SIDEWALK.

2. REMOVE AND DISPOSE OR STOCKPILE SOIL FOR FUTURE RE-USE.

3. VALIDATE GEOTHERMAL WELL LOCATIONS. SEE NOTE 27.

4. REMOVE AND DISPOSE OR STOCKPILE CONCRETE CURB.

5. REMOVE AND DISPOSE OF TREES WITHIN LIMITS OF CONSTRUCTION AREA.

6. FURNISH AND INSTALL CHAIN LINK FENCE WITH PRIVACY SLATS.

7. FURNISH AND INSTALL PORTLAND CEMENT CONCRETE SIDEWALK (DETAIL F1).

8. FURNISH AND INSTALL PRECAST CONCRETE CURB (DETAIL F6).

9. FURNISH AND INSTALL BITUMINOUS CONCRETE PAVEMENT (DETAIL E3).

10. FURNISH AND INSTALL PAVEMENT PAINT MARKINGS (DETAIL F3).

11. FURNISH AND INSTALL ONE-WAY TRAFFIC SIGN.

12. FURNISH AND INSTALL EXIT ONLY SIGN.

13. FURNISH AND INSTALL DO NOT ENTER SIGN .

14. FURNISH AND INSTALL TOPSOIL AND GRASS SEED AS NEEDED OVER DISTURBED AREAS.

15. FURNISH AND INSTALL LIGHT POLE BASES (DETAIL F7). QUANTITY AND SPACING TO BE

DETERMINED BY THE CONTRACTOR AND APPROVED BY THE VA.

1" = 20'

SCALE:SCALE:

GENERAL NOTES:

1. EXISTING CONDITIONS AND TOPOGRAPHY OBTAINED FROM DRAWING TITLED "30885_VAMA DSGN

MEDICAL BLDG - SHEET - C - 101 - PROPOSED PARKING LOT 2 SITE PLAN", UNDATED, PROVIDED BY

ALARES.

2. PROPOSED WORK MODIFIED FROM DRAWING TITLED "PRELIMINARY GRADING & DRAINAGE PLAN PARKING LOT" PREPARED BY ADVANCE DESIGN CONSULTANTS, INC. OF SAN JOSE, CA, DATED 15

DECEMBER 2017.

3. ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL STATE, NATIONAL AND OTHER CODES

AND ORDINANCES WHICH APPLY TO THIS PROJECT.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION AND REPORT DISCREPANCIES VIA THE REQUEST FOR INFORMATION (RFI) PROCESS.

THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE DISCREPANCIES HAVE BEEN

RESOLVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

5. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL AND CONDITION. CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT BASED ON ALL THE INFORMATION PROVIDED AND INFORMATION OBTAINED DURING A THOROUGH SITE VISIT PRIOR TO SUBMISSION OF

BID.

6. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR

REPLACED AS APPROVED BY THE COR AT NO ADDITIONAL COST TO THE VA.

7. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS AS REQUIRED TO CONTROL DUST AND NOT DISRUPT

BASE OPERATIONS.

8. THE CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION AND FINISHES THAT ARE TO

REMAIN.

9. THE CONTRACTOR SHALL PROVIDE BARRICADES AT ALL WORK AREAS TO PREVENT PERSONNEL FROM

ENTERING AREAS OF WORK.

10. ALL DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED OTHERWISE.

11. THE CONTRACTOR SHALL COORDINATE THE TIMING AND SEQUENCE OF THE WORK WITH THE COR.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL DEMOLITION

MATERIALS, UNLESS NOTED OTHERWISE.

13. COORDINATE CLEANING OF THE WORK AREA WITH ALL APPLICABLE CITY, STATE, AND FEDERAL

REGULATIONS.

14. EXECUTE WORK IN A CAREFUL AND ORDERLY MANNER WITH LEAST POSSIBLE DISTURBANCE TO THE

PUBLIC AND OTHER OCCUPANTS OF THE FACILITY.

15. "PROVIDE" MEANS FURNISH AND INSTALL:

16. NOT USED.

17. NOT USED.

18. NOT USED.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS( UNLESS NOTED OTHERWISE) AND WORKMANSHIP IN ACCORDANCE WITH FEDERAL, STATE, CITY, AND LOCAL BUILDING CODES AND THEIR REQUIREMENTS. ANY DISCREPANCIES OR INCONSISTENCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING WITH ANY ASSOCIATED WORK.

20. WHERE DRAWINGS DO NOT ADDRESS INSTALLATION METHODOLOGY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS, AND

INDUSTRY STANDARD PRACTICE.

21. ALL MATERIALS TO BE ASBESTOS-FREE AND UREA FORMALDEHYDE-FREE.

22. UTILITY INTERRUPTIONS SHALL BE SCHEDULED 10-DAYS BEFORE DATE OF INTERRUPTION. COORDINATE

WITH COR.

23. CONTRACTOR SHALL NOT OPERATE GAS OR DIESEL EQUIPMENT WITHIN 75 FEET OF BUILDING AIR

INTAKES.

24. ALL UNDERGROUND UTILITY INFORMATION SHOWN HEREON SHOULD BE CONSIDERED APPROXIMATE.

FIELD VERIFY UTILITIES AS NEEDED PRIOR TO BEGINNING WORK.

25. CONTRACTOR SHALL FURNISH AND INSTALL A RETAINING WALL ALONG THE SOUTHERN AND EASTERN

SIDES OF THE PROPOSED PARKING LOT AS SHOWN.

26. THE CONTRACTOR TO PROVIDE STORMWATER ANALYSIS AND DESIGN. THE CONTRACTOR SHALL COLLECT AND DIRECT TO THE PREFERRED VA DI AND COMPLY WITH VA STORMWATER REQUIREMENTS.

27. THE CONTRACTOR SHALL VALIDATE THE LOCATION OF GEOTHERMAL WELLS AND PREPARE A PARKING

LOT DESIGN THAT DOES NOT DISTURB THE WELLS.

SCALE: 1" = 20'

0 50 100

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GATE

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EVLT

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VLT

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DATA

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DATA

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VLT

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DATA

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VLT

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CLF

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CLF

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CLF

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INV 204.37

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RIM

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VLT

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VLT

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EBOX

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EBOX

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6"RWD

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14"RWD

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24TREE

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BRIDGE

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6"EUC

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(2) 24" EUC

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SIDEWALK

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16"EUC

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24"EUC

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36"RWD

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(2)18"RWD

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18"RWD & 10"RWD

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FENCE

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(2) 12"EUC

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10"PINE

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(2)24"PINE

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14"RWD

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12"RWD

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16"PINE

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16"PINE

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18"PINE

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24"PINE

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(4)5"EUC

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30"EUC/HB

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16"RWD

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14"RWD

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ABOVE GROUND E CONDUIT

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ABOVE GROUND

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16"PINE

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ROW OF TREES

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E CONDUIT

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CENTER AVE

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EVLT

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VLT

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DATA

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DATA

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VLT

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DATA

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VLT

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CLF

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INV 204.37

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RIM

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VLT

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VLT

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EBOX

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EBOX

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36"RWD

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(2)18"RWD

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18"RWD & 10"RWD

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FENCE

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10"PINE

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16"PINE

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ROW OF TREES

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CENTER AVE

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AutoCAD SHX Text 210.68

AutoCAD SHX Text 210.73

AutoCAD SHX Text 210.69

AutoCAD SHX Text 210.53

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CONCRETE SIDEWALK

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PAVEMENT SECTION

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COMPOST SOCKS FOR SEDIMENT CONTROL

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PAINT MARKINGS

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PRE-CAST CONCRETE CURB

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LIGHT POLE BASE

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BRIDGING DOCUMENTS NOT FOR CONSTRUCTION

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VA MARTINEZ PARKING LOT

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612-XX

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150 MUIR ROAD, MARTINEZ, CA 94553

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MARTINEZ VA MEDICAL CENTER

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RBB

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Sheets and Views

SITE PLAN 20230317

File details come from the government source that posted it. Updated Nov 14, 2023.