About this file

This document package includes a site plan drawing and related federal contract solicitation. The site plan drawing depicts the layout of buildings and infrastructure at the Veterans Affairs Medical Center campus in Fresno, California. It shows details of proposed fencing and security improvements around the perimeter of the property.

The related federal contract solicitation is from the Department of Veterans Affairs Veterans Health Administration seeking construction services under solicitation number 36C26123R0110 for Project 570-19-107 to improve site access and physical security deficiencies at the VAMC in Fresno. The solicitation involves installing fencing and making other physical security upgrades consistent with the specifications in the site plan drawing. The solicitation is for a fixed-price construction contract with the Department of Veterans Affairs as the contracting agency.

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Other files for this federal contract opportunity

Other files attached to Project 570-19-107 | Improve Site Access and Physical Security Deficiencies, newest first.
File Type Posted
SF30- Clarification on Due Date.pdf PDF
SF30- Amend 0003.pdf PDF
Atch. AS-101-Correct.pdf PDF
Site Visit Attendance Roster.pdf PDF
36C26123R0110 Amend 0002.pdf PDF
36C26123R0110 RFIs.pdf PDF
RFI Atch 1 Soils Report.pdf PDF
SF30 Amend 0001- Clarify Site Visit Date.pdf PDF
04_Architectural Drawings (1).pdf PDF
05_Structural Drawings (1).pdf PDF
06_MEP Drawings (1).pdf PDF
Request for Information(RFI) Form.docx DOCX document
Supplemental Price Breakdown.xlsx XLSX spreadsheet
02_Civil Drawings (1).pdf PDF
APPENDIX B.pdf PDF
Large Business Subcontracting Plan Template.docx DOCX document
CONTRACTOR CERTIFICATION REGARDING SAFETY AND ENVIRONMENTAL.docx DOCX document
001.RFP 36C26123R0110 Improve Site Access and Security Deficiencies.pdf PDF
CA Wage Determination 20230018 - 09292023.pdf PDF
VA Specifications- Final.pdf PDF
01_General Drawings (1).pdf PDF
03_Landscape Drawings (1).pdf PDF
07_FP Topo and Misc Drawings (1).pdf PDF
Appendix A Revised 10-6-23.pdf PDF
APPENDIX C.pdf PDF
Show all 25

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Text version

BUS

B U S

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ENTRANCE

SIGN

S P E E D

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SOLAR PANELS

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PROPOSED 8' HIGH SEMI-PERMANENT FENCE TYPE 2, PER ARCHITECTURAL DETAIL 6 ON SHEET AS-601

PROPOSED 8' HIGH PERMANENT FENCE TYPE 1, PER ARCHITECTURAL DETAIL 5 ON SHEET AS-601

FENCE FOUNDATION PER STRUCTURAL DETAILS ON SHEET S-301 AND S-302

EXISTING STORMDRAIN OUTLET TO REMAIN

EXISTING UTILITIES TO REMAIN IN PLACE. SEE STRUCTURAL FOUNDATION DETAIL 2 ON SHEET S-101 AND DETAILS 2 & 3

ON SHEET S-302 FOR UTILITY PASSAGE THROUGH FOUNDATION

NO PONDING OR LOW SPOT IS ALLOWED BEHIND THE PROPOSED FENCE WALL. PROVIDE 4" OPENING AT FINISH GRADE LEVEL TO PASS ANY STORM WATER TO STREET @ ANY LOW SPOTS. REGRADE BEHIND THE FENCE WALL FOR

POSITIVE SLOPE AND AVOID ANY PONDING.

CONSTRUCTION NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h

BID SET RE-SUBMITTAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

IMPROVE SITE ACCESS AND

PHYSICAL SECURITY

DEFICIENCIES

VAMC, FRESNO, CA, 93703

570-19-107

Project Director

03-17-2023Revisions: Date: Dwg. of

35% SCHEMATIC DESIGN

65% DESIGN DEVELOPMENT

315 ARDEN AVE, SUITE #23,

t: 888.900.3823 www.schwabeng.com

GLENDALE, CA 91203

PROJECT NO.: S60204180.00

11/12/2021 06/07/2021

95% CONSTRUCTION DOCUMENT 07/18/2022

100% CONSTRUCTION DOCUMENT 10/03/2022

BID SET SUBMITTAL 10/31/2022

BID SET RE-SUBMITTAL 03/17/2023

FENCE PLAN

FENCE NO. 1-2

MQ JP

CI-09

15 110

LEGEND:

FENCE TYPE 1: NEW PERMANENT FENCE -

BRICK

FENCE TYPE 2: NEW SEMI-PERMANENT

FENCE - STEEL

FENCE TYPE 3: NEW ANTI-RAM CONCRETE

WALL W/ SEMI-PERMANENT FENCE

FENCE TYPE 4: LOW CONCRETE PLANTER

WALL W/ SEMI-PERMANENT FENCE

NEW PERMANENT VEHICULAR ROLLING

METAL GATE NO TRACK, OVERHANG PER

PSDM

NEW MOTORIZED BARRIER UPSWING ARM

GATE

NEW PERMANENT METAL VEHICULAR SWING

ESTATE GATE (MANUAL OR MOTORIZED PER

VA)

NEW SEMI-PERMANENT VEHICULAR METAL

SWING GATE

NEW PERMANENT METAL SWING MAN GATE

NEW EMERGENCY CALL POST

NEW BOLLARD: CONCRETE FILLED

66 6 66

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MOHAMMAD

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PROPOSED GATE SEE SHEET CP-06 FOR SITE DETAILS

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NOTES

AutoCAD SHX Text 1 CONTRACTOR NEEDS TO VERIFY THE ELEVATIONS PRIOR TO CONSTRUCTION. CONTRACTOR NEEDS TO VERIFY THE ELEVATIONS PRIOR TO CONSTRUCTION. 2. CONTOURS, ELEVATIONS, AND SHAPES OF FINISHED SURFACES SHALL BE BLENDED WITH CONTOURS, ELEVATIONS, AND SHAPES OF FINISHED SURFACES SHALL BE BLENDED WITH ADJACENT NATURAL TERRAIN TO ACHIEVE A CONSISTENT GRADE AND NATURAL APPEARANCE. 3. IN ANY CASE, POSITIVE DRAINAGE NEEDS TO BE ESTABLISHED IN PIPES AS WELL AS SURFACE IN ANY CASE, POSITIVE DRAINAGE NEEDS TO BE ESTABLISHED IN PIPES AS WELL AS SURFACE FLOW. 4. SEE PROJECT LANDSCAPE PLANS FOR EXISTING TREE/PLANT DEMOLITION OR RELOCATION. SEE PROJECT LANDSCAPE PLANS FOR EXISTING TREE/PLANT DEMOLITION OR RELOCATION. 5. NO WORK IS ALLOWED IN PUBLIC RW WITHOUT ENCROACHMENT PERMIT. NO WORK IS ALLOWED IN PUBLIC RW WITHOUT ENCROACHMENT PERMIT. 6. CONTRACTOR NEEDS TO PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS REQUIRED CONTRACTOR NEEDS TO PROVIDE AND MAINTAIN EROSION CONTROL MEASURES AS REQUIRED THROUGHOUT THE DURATION OF CONSTRUCTION.

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FENCE CONSTRUCTION NOTES

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1. SEE ARCHITECTURAL PLAN, FOR PROPOSED FENCE HEIGHTS, DETAILS AND PROFILES. SEE ARCHITECTURAL PLAN, FOR PROPOSED FENCE HEIGHTS, DETAILS AND PROFILES. 2. THE PROPOSED SECURITY FENCE HEIGHT NEEDS TO BE 8' MINIMUM THE PROPOSED SECURITY FENCE HEIGHT NEEDS TO BE 8' MINIMUM 3. ALL EXISTING GRAVITY FLOW UTILITIES (I.E. SEWER, STORM DRAIN) NEED TO KEEP IN PLACE IN ALL EXISTING GRAVITY FLOW UTILITIES (I.E. SEWER, STORM DRAIN) NEED TO KEEP IN PLACE IN CASE OF CROSSING THE FENCES. SEE STRUCTURAL PLAN FOR PROPOSED FOUNDATION DETAILS AS WELL AS UTILITY CROSSING OPTIONS. 4. IN CASE OF ANY SURFACE FLOW PONDING BEHIND THE BRICK WALLS, CONTRACTOR SHOULD IN CASE OF ANY SURFACE FLOW PONDING BEHIND THE BRICK WALLS, CONTRACTOR SHOULD KEEP A 4" OPENING AT THE GROUND LEVEL OF PROPOSED PERMANENT FENCE. STORM WATER CANNOT POND NEAR THE PROPOSED WALLS. 5. CONTRACTOR SHOULD FURNISH THE FINAL GROUND SURFACE SUCH A WAY THAT IT CREATES CONTRACTOR SHOULD FURNISH THE FINAL GROUND SURFACE SUCH A WAY THAT IT CREATES POSITIVE FLOW AND DOESN'T TRAP/POND ANY STORMWATER. 6. ANY EXISTING STREET SIGNS THAT FALL INSIDE THE PROPOSED DEVELOPMENT, MUST NEED TO ANY EXISTING STREET SIGNS THAT FALL INSIDE THE PROPOSED DEVELOPMENT, MUST NEED TO BE REINSTALLED AT THE STREET SIDE AND NEXT TO THE PROPOSED DEVELOPMENT. ALL RELOCATED SIGNS NEED TO BE VISIBLE.

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MATCHLINE - SEE ABOVE RIGHT

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MATCHLINE - SEE BELOW LEFT

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MATCHLINE - SEE SHEET CI-10

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MATCHLINE - SEE SHEET CI-12

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PERMANENT FENCE, TYPE 1

Sheets and Views
Civil Design Traffic and Retaining Wall Plans Sheets-C-09 Fence 1 & 2

File details come from the government source that posted it. Updated .