Edited VA_657A-16-101-100__ASI_001_Dwgs.pdf

PDF 17 MB Posted Apr 11, 2022

Attached to: J059--Tri-Annual Electrical Testing Federal contract opportunity
Solicitation number: 36C25522Q0184
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for electrical testing services. The solicitation number is 36C25522Q0184 and seeks tri-annual electrical testing for the Poplar Bluff, Missouri Veterans Affairs Medical Center. The opportunity type is a solicitation issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15. Offerors should provide electrical testing and inspection services on a recurring basis to ensure all life safety systems meet applicable standards at the medical facility. The response due date and anticipated award date are not stated, but pricing is to be submitted on an hourly labor rate schedule.

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Other files for this federal contract opportunity

Other files attached to J059--Tri-Annual Electrical Testing, newest first.
File	Type	Posted
36C25522Q0184 0001.docx	DOCX document	Apr 25, 2022
Edited Electrical - One-Line Diagrams - 6-14-16.pdf	PDF	Apr 11, 2022
SOW Trienniel Electrical SS R1 - Final.doc	DOC document	Apr 11, 2022
STL20547-000 VA Hospital Poplar Bluff MO Report_Rev0.pdf	PDF	Apr 11, 2022
Attachment (1) - Wage Determinations Incorporated by Reference.pdf	PDF	Apr 11, 2022
36C25522Q0184_2.docx	DOCX document	Apr 11, 2022
FAR_7878582_JOHN J PERSHING VA MED CTR_EC154CBA02__MO - EESDUS_07022020.pdf	PDF	Apr 11, 2022
JOHN J PERSHING VA MEDCIAL CENTER KOHLER PM REPORT 2020.pdf	PDF	Apr 11, 2022
JOHN J PERSHING VA MEDCIAL CENTER GENERAC PM REPORT 2020.pdf	PDF	Apr 11, 2022

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For Construction

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VA FORM 08-6231

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GROUNDS

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JOHN J. PERSHING VA MEDICAL CENTER

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POPLAR BLUFF

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REPLACE SWITCHGEAR,

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UTILITY FEEDER, AND

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TRANSFORMERS

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MASTER ELECTRICAL SWITCHGEAR

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AutoCAD SHX Text CIVIL SCOPE OF WORK NOTES & LEGEND SYMBOL DESCRIPTION DESCRIPTION A SEED OR SOD DISTURBED AREA AFTER TRENCHING & BACKFILL SEED OR SOD DISTURBED AREA AFTER TRENCHING & BACKFILL B REPAIR/REPLACE CONCRETE CURB TO MATCH EXISTING AFTER TRENCHING & BACKFILL REPAIR/REPLACE CONCRETE CURB TO MATCH EXISTING AFTER TRENCHING & BACKFILL (ALL CONCRETE CONSTRUCTION SHALL BE IN CONFORMANCE WITH ALL CODE PROVISIONS & SPECIFICATIONS) C REPAIR/REPLACE/PATCH DISTURBED ASPHALT TO MATCH EXISTING AFTER TRENCHING & BACKFILL REPAIR/REPLACE/PATCH DISTURBED ASPHALT TO MATCH EXISTING AFTER TRENCHING & BACKFILL (ALL ASPHALT CONSTRUCTION SHALL COMPLY WITH ALL ROADWAY SPECIFICATIONS AND PROVISIONS & SPECIFICATIONS) D REPAIR/REPLACE CONCRETE SIDEWALK TO MATCH EXISTING AFTER TRENCHING & BACKFILL REPAIR/REPLACE CONCRETE SIDEWALK TO MATCH EXISTING AFTER TRENCHING & BACKFILL (ALL CONCRETE CONSTRUCTION SHALL BE IN CONFORMANCE WITH ALL CODE PROVISIONS & SPECIFICATIONS)

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OTTOLINO WINTERS HUEBNER ARCHITECTS

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KPFF STRUCTURAL ENGINEERS

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JACKSON GROUP CIVIL ENGINEERS

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AHAL PRECONSTRUCTION SERVICES

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1 SCALE: 1" = 10'-0"

2 SCALE: 1" = 10'-0"

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CHANNEL DRAIN

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INSTALL SILT FENCE PERIMETER AROUND EXISTING PAVILION

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DEMO & REMOVE EXISTING PAVILION, FOOTINGS, CONCRETE & SIDEWALK

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SITE ACCESS (OPENING IN SILT FENCE)

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INSTALL 6' HIGH TEMPORARY CONST. FENCE AROUND CONST. AREA

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(F)FIXED BOLLARDS SPACE @5'APART OR AS SHOWN

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VA FORM 08-6231

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GROUNDS

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JOHN J. PERSHING VA MEDICAL CENTER

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POPLAR BLUFF

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REPLACE SWITCHGEAR,

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AutoCAD SHX Text PAVILION DEMOLITION NOTES 1. DEMOLITION CONTRACTOR SHALL EXECUTE A ONE-CALL & LOCATE ALL UTILITIES PRIOR TO DEMOLITION. DEMOLITION CONTRACTOR SHALL EXECUTE A ONE-CALL & LOCATE ALL UTILITIES PRIOR TO DEMOLITION. 2. THE EXISTING PAVILION LISTED AS ITEM 15 SHALL BE DEMOLISHED. ALL FOOTINGS, FRAME, BRICK AND THE EXISTING PAVILION LISTED AS ITEM 15 SHALL BE DEMOLISHED. ALL FOOTINGS, FRAME, BRICK AND DEBRIS SHALL BE REMOVED AND HAULED AWAY FROM THE SITE. 3. CONTRACTOR SHALL ESTABLISH IMMEDIATE EROSION CONTROL MEASURES TO MINIMIZE DISTURBANCE OF CONTRACTOR SHALL ESTABLISH IMMEDIATE EROSION CONTROL MEASURES TO MINIMIZE DISTURBANCE OF OTHER AREAS WITHIN THE PAVILION & CONSTRUCTION SITE. 4. SILT FENCE SHALL BE INSTALLED AT THE PERIMETER OF THE DEMOLITION SITE. (RE: LEGEND) SILT FENCE SHALL BE INSTALLED AT THE PERIMETER OF THE DEMOLITION SITE. (RE: LEGEND) 5. THE CONTRACTOR SHALL MAKE A SAW-CUT AT THE EXISTING CONCRETE SIDEWALK & REMOVE THE THE CONTRACTOR SHALL MAKE A SAW-CUT AT THE EXISTING CONCRETE SIDEWALK & REMOVE THE WALKWAY THAT ALLOWS ACCESS TO THE EXISTING PAVILION. 6. INSTALL 6' HIGH TEMPORARY CONSTRUCTION FENCING AROUND THE CONSTRUCTION AREA INSTALL 6' HIGH TEMPORARY CONSTRUCTION FENCING AROUND THE CONSTRUCTION AREA LEGEND SILT FENCE

AutoCAD SHX Text POWER SWITCH BUILDING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY PROPOSED FLOOR ELEVATION WITH SURROUNDING GRADE PRIOR TO CONTRACTOR SHALL FIELD VERIFY PROPOSED FLOOR ELEVATION WITH SURROUNDING GRADE PRIOR TO CONSTRUCTION/INSTALLATION OF THE POWER SWITCH BUILDING. 2. CONTRACTOR SHALL SEED, STRAW & ESTABLISH ADEQUATE GROUND COVER UPON INSTALLATION & COMPLETION OF THE CONTRACTOR SHALL SEED, STRAW & ESTABLISH ADEQUATE GROUND COVER UPON INSTALLATION & COMPLETION OF THE POWER SWITCH STATION. 3. ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH CURRENT BUILDING CODES & A.C.I. REQUIREMENTS/STANDARDS. ALL SIDEWALK CONSTRUCTION SHALL COMPLY WITH CURRENT BUILDING CODES & A.C.I. REQUIREMENTS/STANDARDS. 4. THE PERIMETER OF THE POWER SWITCH BUILDING MUST BE CONTAINED WITH A 10' SECURITY FENCE. A 4' WIDE GATE THE PERIMETER OF THE POWER SWITCH BUILDING MUST BE CONTAINED WITH A 10' SECURITY FENCE. A 4' WIDE GATE SHALL BE INSTALLED ON EACH END OF THE FENCE WHERE SIDEWALKS ALLOW FOR MEANS OF INGRESS/EGRESS INTO THE BUILDING. LEGEND: PROPOSED CONCRETE SIDEWALK SILT FENCE 10' SECURITY FENCE PERIMETER OF CONCRETE FOUNDATION REMOVABLE BOLLARD

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OTTOLINO WINTERS HUEBNER ARCHITECTS

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KPFF STRUCTURAL ENGINEERS

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JACKSON GROUP CIVIL ENGINEERS

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REVISION 001

08.01.2018

1 TYPE 1 UTILITY TRENCH PATCH

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4 TYPICAL UTILITY TRENCH DETAILS

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GROUNDS

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JOHN J. PERSHING VA MEDICAL CENTER

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POPLAR BLUFF

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REPLACE SWITCHGEAR,

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UTILITY FEEDER, AND

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SURFACE RESTORATION

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AS SPECIFIED

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CRUSHED

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CRUSHED

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(IN ROCK TRENCH )

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(IN EARTHEN TRENCH)

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KJWW ENGINEERING CONSULTANTS

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OTTOLINO WINTERS HUEBNER ARCHITECTS

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KPFF STRUCTURAL ENGINEERS

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JACKSON GROUP CIVIL ENGINEERS

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AHAL PRECONSTRUCTION SERVICES

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8. ALL SIDEWALKS SHALL BE MINIMUM 5" THICK; WHEN CROSSING A DRIVEWAY A MINIMUM 7" THICKNESS IS REQUIRED.

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WIDTH VARIES

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EXPANSION JOINT (TYP.)

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MATCH EXISTING PAVEMENT ELEVATION (TYP.)

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SEE PLAN SHEETS FOR SIDEWALK WIDTH

AutoCAD SHX Text

MAINTAIN MAX. 2% CROSS SLOPE

AutoCAD SHX Text MIN. 1' SLOPE AND LENGTHEN AS NECESSARY TO MAINTAIN APPROPRIATE SLOPE FOR DRIVEWAY ACCESS.

AutoCAD SHX Text

EXPANSION JOINT (TYP.)

AutoCAD SHX Text

SIDEWALK PAVEMENT FOR DRIVEWAY CROSSING SHALL BE MIN. 7" THICKNESS (TYP)

AutoCAD SHX Text

SIDEWALK DRIVEWAY CROSSING DETAIL

AutoCAD SHX Text 10'

AutoCAD SHX Text 13'

AutoCAD SHX Text

LINE OR CORNER POST DIAMETER MIN. 2.375" DIA.

AutoCAD SHX Text

4" MIN. (TYP.)

AutoCAD SHX Text

CONCRETE ENCASEMENT 3500 PSI MIN.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

1" (TYP.)

AutoCAD SHX Text

3' MIN. (TYP.)

AutoCAD SHX Text

6" MIN. (TYP.)

AutoCAD SHX Text

CONCRETE ENCASEMENT 3500 PSI MIN.

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

2.375"DIA.

LINE OR CORNER POST DIAMETER MIN. 2.375" DIA.

07/17/2017 lessardjc Snapshot

GENERAL SHEET NOTES

KEYNOTES

T11 & T12

Urgent Care Addition and new MRI wbahriii@gmail.com Line wbahriii@gmail.com Line wbahriii@gmail.com Rectangle wbahriii@gmail.com Rectangle wbahriii@gmail.com Line wbahriii@gmail.com Line wbahriii@gmail.com Typewritten text T10 Tranformer has been removed from site wbahriii@gmail.com Typewritten text

Sheet 02 of 14 Master Electrical Switchgear Site Plan.pdf

Sheets and Views

Site Map 2013 JG Rev. 8.2.18-Master Elec. Switchgear Site Plan

Sheet 03 of 14 Demo Plan & Switchgear Building Site Plan.pdf

Sheets and Views

Site Map 2013 JG Rev. 8.2.18-Demo Plan & Proposed Bldg Site Plan

File details come from the government source that posted it. Updated Apr 11, 2022.