100_CDSubmissionCombineSet.pdf

PDF 19 MB Posted Feb 20, 2025

Attached to: Z1DA--36C24425B0002 Building 13 South Lot Paving 460-23-004
Solicitation number: 36C24425B0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 4

About this file

Written by GovTribe AI · Feb 20, 2025

This is a set of construction documents (100% complete) for an asphalt paving project at the VA Medical Center in Wilmington, Delaware, located at 1601 Kirkwood Highway. The project involves repaving the south parking lot and includes architectural, civil, and electrical engineering drawings.

The drawings detail site work including demolition, new asphalt paving, grading, utilities, erosion/sediment control, and electrical improvements. Key components include new parking lot lighting with concrete pole bases, stormwater management features, and ADA-compliant parking spaces. The electrical scope includes installing new LED pole lights connected to an existing panel (13-LP1) with photocell controls. The project is being managed by Derby Enterprises (SDVOSB) as the architecture/engineering firm, with drawings dated April 10, 2024. The document set includes detailed site plans, grading plans, electrical plans, and construction details needed for contractors to execute the parking lot improvements at this VA facility.

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Other files

File	Type	Posted
36C24425B0002 0003_1.docx	DOCX document	Apr 16, 2025
36C24425B0002 0003.pdf	PDF	Apr 16, 2025
WD Heavy 2-7-25.pdf	PDF	Apr 3, 2025
Pre-Bid Site Visit_022825 Redacted.pdf	PDF	Apr 3, 2025
36C24425B0002 0002_1.pdf	PDF	Apr 3, 2025
36C24425B0002 0001_1.docx	DOCX document	Mar 17, 2025
36C24425B0002 0001.pdf	PDF	Mar 17, 2025
CAL101 Site LTG Cal.pdf	PDF	Feb 20, 2025
AddendumC_StructuralCalculations.pdf	PDF	Feb 20, 2025
36C24425B0002_2.docx	DOCX document	Feb 20, 2025
36C24425B0002 South Lot Paving IFB 2-20-25.pdf	PDF	Feb 20, 2025
100_CDSubmissionMasterSpecifications.pdf	PDF	Feb 20, 2025

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460-23-004

10APR2024

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY LICENSED

ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE,

LICENSE NUMBER S5-0008680, EXPIRATION DATE 01/31/22.

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

ARCHITECTURE

PLANNING

ENGINEERING

REQUIRED SIGNATURES

DRAWING INDEX

01 10

AutoCAD SHX Text

PROJECT NO. 460-23-004

AutoCAD SHX Text

DEPARTMENT OF VETERANS AFFAIRS

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1601 KIRKWOOD HIGHWAY

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MEDICAL CENTER

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APRIL 10, 2024

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WILMINGTON, DELAWARE 19805

AutoCAD SHX Text N.T.S.

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%%USITE PLAN

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%%ULOCATION MAP

AutoCAD SHX Text N.T.S.

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PLAN NORTH

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SOUTH PARKING LOT ASPHALT PAVING DESIGN

AutoCAD SHX Text Seal:

AutoCAD SHX Text Additions:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Consultants

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one and one half inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text Building No:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Approved: Director, Medical Center:

AutoCAD SHX Text Approved: Associate Director for Operations:

AutoCAD SHX Text Drawing Finish Date:

AutoCAD SHX Text Drawing Approved:

AutoCAD SHX Text Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Project No:

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text Of

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Date:

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text C

AutoCAD SHX Text B

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AutoCAD SHX Text A

AutoCAD SHX Text Drawing Scale:

AutoCAD SHX Text Drawing Start Date:

AutoCAD SHX Text

AutoCAD SHX Text Approved: Chief, Facilities Engineer:

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

AutoCAD SHX Text

COVER SHEET

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CS 100

AutoCAD SHX Text Bel Air, Maryland 21015-1436

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100

AutoCAD SHX Text fax 410.836.6611

AutoCAD SHX Text 410.803.0009

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WEBH

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DATE: APPROVED BY DIRECTOR

AutoCAD SHX Text

DATE: APPROVED BY ASSOCIATE DIRECTOR

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DATE: APPROVED BY CHIEF OF FACILITIES & ENGINEERING

AutoCAD SHX Text

DATE: APPROVED BY PATIENT SAFETY

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DATE: APPROVED BY SAFETY OFFICER

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DATE: APPROVED BY GEMS COORDINATOR

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DATE: APPROVED BY

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DATE: APPROVED BY

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DATE: APPROVED BY CHIEF OF POLICE

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JSK

AutoCAD SHX Text 001 CS100 COVER SHEET CS100 COVER SHEET COVER SHEET CIVIL 002 L001 EXISTING CONDITIONS AND DEMOLITION PLAN L001 EXISTING CONDITIONS AND DEMOLITION PLAN EXISTING CONDITIONS AND DEMOLITION PLAN 003 L002 SITE PLAN L002 SITE PLAN SITE PLAN 004 L003 GRADING/UTILITIES PLAN L003 GRADING/UTILITIES PLAN GRADING/UTILITIES PLAN 005 L004 SITE DETAILS L004 SITE DETAILS SITE DETAILS 006 L005 EROSION AND SEDIMENT CONTROL PLAN L005 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN 007 L006 EROSION AND SEDIMENT CONTROL DETAILS L006 EROSION AND SEDIMENT CONTROL DETAILS EROSION AND SEDIMENT CONTROL DETAILS ARCHITECTURAL 008 AS100 ARCHITECTURAL SITE PLAN AND ICRA AS100 ARCHITECTURAL SITE PLAN AND ICRA ARCHITECTURAL SITE PLAN AND ICRA STRUCTURAL 009 S101 GENERAL NOTES AND DETAIL S101 GENERAL NOTES AND DETAIL GENERAL NOTES AND DETAIL ELECTRICAL 010 E101 SITE PLAN - ELECTRICAL - NEW WORKE101 SITE PLAN - ELECTRICAL - NEW WORKSITE PLAN - ELECTRICAL - NEW WORK

AutoCAD SHX Text

%%UDWG NO.

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%%USHEET

AutoCAD SHX Text

DRAWING LIST

AutoCAD SHX Text

%%UDRAWING TITLE

04/10/2024

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

EXISTING CONDITIONS AND

DEMOLITION PLAN

L001

1"=20'

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

SITE PLAN

L002

ES-1 TO I-1 - STORM DRAIN PROFILE

MH-2 TO I-2 - STORM DRAIN PROFILE

460-23-004

04/10/2024

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

GRADING/UTILITIES PLAN

L003

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

SITE DETAILS

L004

AS SHOWN

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

EROSION AND SEDIMENT CONTROL

PLAN

L005

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

EROSION AND SEDIMENT CONTROL

DETAILS

L006

N.T.S.

AS100

1 2

ICRA LEGEND

TACKY WALK OFF MATS 24" X 36"

INFECTION CONTROL RISK ASSESSMENT (ICRA) NOTES:

NOTE:

1. FINISH AND PAINT ANY EXPOSED SURFACE OF TEMPORARY

WALLS TO THE PUBLIC, TO MATCH EXISTING.

1 HOUR RATED ICRA BARRIER

SEE NOTE A

APROVIDE TEMPORARY 1-HR RATED SMOKE TIGHT ICRA

WALL AS INDICATED. WALL TO BE 5/8" TYPE 'X' GWB

BOTH SIDES OF 3 5/8" MTL STUDS AT 24" O.C. EXTEND

METAL STUDS TO UNDERSIDE OF STRUCTURAL DECK.

BOTTOM OF EXIST.

STRUCTURE

WORK/PROJECT

AREA

EXISTING ROOM

EXISTING CEILING OR

AS SCHEDULED

(1) HOUR FIRE RATED

CONSTRUCTION BARRIER

PARTITION; UL 419. 3-5/8"

METAL STUDS WITH 5/8"

GWB ON EACH SIDE AND

SOUND ATTENUATION

BLANKETS.

TAPE, SPACKLE AND PAINT

CORRIDOR SIDE. PAINT TO

MATCH EXISTING

CORRIDOR.

FLOOR ELEVATION

NOTE:

ALL DOORS AND FRAMES IN TEMPORARY PARTITION SHALL BE 3/4

HOUR FIRE RATED W/ COMBINATION LOCK AND LOCKING HARDWARE.

CONSTRUCTION CORE TO MATCH VA STANDARD (TYPE 'A') CORE.

FIRE CAULK AT TOP

AND BOTTOM OF ALL

ICRA WALLS - TYP.

ICRA WALL DETAILS

SCALE: 3/4" = 1'-0"

ARCHITECTURAL SITE

PLAN AND ICRA

PENETRATIONS TO BE COORDINATED

WITH WORK BEING DONE IN THIS AREA

AND SHOWN WITHIN THIS DOCUMENT SET.

SEE SHEET E-101 FOR PENETRATIONS TO

BE PATCHED TO MATCH EXISTING

INTERIOR AND EXTERIOR CONDITIONS,

AND SEALED WEATHERTIGHT UPON

COMPLETION OF WORK. THE INTERIOR

SIDE OF THE PENETRATIONS TO BE

THOROUGHTLY SEALED WITH A UL LISTED

FIRE CAULK. CONTRACTOR TO CLEAR ANY

DEBRIS AND RETURN AREA TO EXISTING

CONDITIONS UPON COMPLETION OF

WORK.

AS -100

AS100

ENLARGED ICRA PLAN

ELECTRICAL CLOSET

SCALE: 1/4" = 1'-0"

TRUE NORTH

PLAN NORTH

AS100

SITE PLAN

NTS

AS100

BUILDING 13

ICRA - FLOOR PLAN

SCALE: 1/16" = 1'-0"

GENERAL NOTES:

1. CONTRACTOR TO INSTALL 1 HOUR RATED BARRIER WITH 45 MINUTE RATED

SOLID METAL DOOR. ICRA PLAN TO BE REVIEWED AND APPROVED BY VA SAFETY

OFFICER PRIOR TO INSTALLATION.

2. UPON COMPLETION OF WORK AND REMOVAL OF ICRA BARRIER/ASSOCIATED

ITEMS, CONTRACTOR TO RETURN ALL WALLS, WALL BASE, CEILINGS, FLOORS, AND

ANY EXISTING ITEMS NOT LISTED HERE TO EXISTING/PRE-CONSTRUCTION

CONDITION.

460-23-004

10APR2024

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

100% CONSTRUCTION DOCUMENTS

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY LICENSED

ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE,

LICENSE NUMBER S5-0008680, EXPIRATION DATE 01/31/22.

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

08 10

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text 79.5

AutoCAD SHX Text 80.2

AutoCAD SHX Text 80.6

AutoCAD SHX Text 80.7

AutoCAD SHX Text 81.1

AutoCAD SHX Text 80.6

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AutoCAD SHX Text 79.6

AutoCAD SHX Text 79.4

AutoCAD SHX Text 79.3

AutoCAD SHX Text 78.9

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TEL.MH

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CL SS MH

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CL SS MH

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SSMH

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CATCH BASIN

AutoCAD SHX Text K I R K W O O D H I G H W A Y

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EX MH

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1¼"GASMAIN

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(ABANDONED)

AutoCAD SHX Text E

AutoCAD SHX Text d

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

CONCRETE WALK

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LANDSCAPING

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CONCRETE WALK

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1 STORY CONCRETE BUILDING

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1 STORY CONCRETE BUILDING #13

AutoCAD SHX Text

CONCRETE WALK

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CONCRETE WALK

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'ETERNAL FLAME'

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MONUMENT

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CONCRETE WALK

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CONCRETE WALK

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MONTGOMERY ROAD

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DELAWARE STATE ROUTE 2

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KIRKWOOD HIGHWAY

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DIRT PATH

AutoCAD SHX Text Seal:

AutoCAD SHX Text Additions:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revisions:

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AutoCAD SHX Text one-quarter inch = one foot

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AutoCAD SHX Text one-eighth inch = one foot

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AutoCAD SHX Text three-eighths inch = one foot

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AutoCAD SHX Text one-half inch = one foot

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AutoCAD SHX Text one and one half inch = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three-quarters inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text Building No:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Approved: Director, Medical Center:

AutoCAD SHX Text Approved: Associate Director for Operations:

AutoCAD SHX Text Drawing Finish Date:

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AutoCAD SHX Text Approved: Chief, Facilities Engineer:

2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

(TYP)

4 5

3 (TYP)

(TYP)

MECH

8 (TYP)

PIC-1

A3 A4H A4H A5 A5

E101

(TYP)

8(TYP)

8 (TYP)

CG CEILING, RECESSED, GYPSUM BD.CEILING, RECESSED, ACTCR WALL, RECESSED, # FEET A.F.F.WR# WS# WALL MTD., SURFACE, # FEET A.F.F.CC# CEILING, SUSPENDED, # FEET A.F.F.CEILING, SURFACECSMOUNTING:

LENS/

LOUVER NOTES& CATALOG NO.

MANUFACTURERMOUNTING

WATTS

LAMP DATA

DESCRIPTIONTYPE

LIGHTING FIXTURE SCHEDULE

CODE

VOLTS

A3 ACRYLIC LED

#ECF-S-32L-530-NW-G2-AR-3

GARDCO56POST TOP MVOLTEXTERIOR POLE MOUNTED LED LIGHTING

FIXTURE WITH DISTRIBUTION TYPE 3.

CONNECTED LOAD:

AIC:

LOCATION:

EX. PANEL:

MOUNTING:

RATING MAINAMP PH,

NOTE:

VOLTAGE Y/ V

CØ: KVA= A

AØ:

BØ:

KVA=

A A

SUB-TOTALS

CØ

LOAD (KVA)

EQUIPMENT

CKT

BØAØSERVED

LOAD (KVA)

BØAØ

BA C

CB BUS CB

SERVED

EQUIPMENT

CØ

CKT

MODIFIED CONDITIONS

RT SIDE ELECT. CLOSET

13-LP1 225

SURFACE

MLO 208 120

EATON TYPE PRL1

3 4

A4H ACRYLIC LED

#ECF-S-32L-530-NW-G2-AR-4-HIS

GARDCO56POST TOP MVOLTEXTERIOR POLE MOUNTED LED LIGHTING

FIXTURE WITH DISTRIBUTION TYPE 4 &

HOUSE SIDE SHIELD.

SCALE: NONE

CONCRETE LIGHTING POLE BASE DETAIL

GND C. - GROUNDING CONDUCTORLEGEND:

18"

HANDHOLE - SEE POLE

SPECIFICATION AND SKETCH.

PVC CONDUIT STUBBED UP

ADJACENT TO HANDHOLE,

NUMBER AND SIZE AS REQUIRED.

FINISHED GRADE.

COPPER EQUIP. GND C. ATTACH

TO INTERNAL LUG WELDED TO

INTERIOR OF POLE. EQUIP.

GND C. SHALL BE SAME SIZE &

TYPE AS SUPPLY CONDUCTOR.

CIRCUIT CONDUCTORS & CONDUIT

TO POWER SOURCE OR NEXT POLE.

POLE AS SPECIFIED.

PROVIDE IN-LINE FUSE WITHIN

EACH POLE.

CHAMFER ALL EDGES OF

CONCRETE BASE 1/2"

INSULATED COPPER GND CONDUIT

ATTACHED TO INTERNAL LUG

WELDED TO INTERIOR OF POLE.

SIZE GND C. & CONDUIT PER NFPA 70.

CIRCUIT CONDUCTORS &

CONDUIT TO NEXT POLE.

ANCHOR BOLTS SHALL BE AS

RECOMMENDED BY MANUFACTURER.

8' x 3/4" GROUND ROD

REINFORCED CONCRETE BASE.

REFERENCE STRUCTURAL

DRAWINGS FOR DETAILS.

36"

N/A - #DS330-400Q200-D2-FP-(color)-FBC-AB

VALMONT-POLE N/A20 FT LONG SQUARE STEEL TUBE POLE WITH

MINIMUM YIELD STRENGTH OF 55 KSI.

(COORDINATE COLOR WITH OWNER).

POLE

A5 ACRYLIC LED

#ECF-S-32L-530-NW-G2-AR-5

GARDCO56POST TOP MVOLTEXTERIOR POLE MOUNTED LED LIGHTING

FIXTURE WITH DISTRIBUTION TYPE 5.

8 EXISTING

PANEL

EXISTING

LIGHTING

CONTACT PANEL

PHOTOCELL

DRAWING NOTES:

1. APPROXIMATE LOCATION OF EXISTING SURFACE MOUNTED PANEL ' 13-LP1 ': 225 AMP MAIN LUG ONLY, 208 / 120 VOLT, 3 PHASE, 4 WIRE, EATON TYPE PRL1A & EXISTING LIGHTING CONTACTOR PANEL.

2. EXISTING LED POLE LIGHT TO REMAIN.

3. EXISTING WALL MOUNTED LED LIGHTING FIXTURE TO REMAIN.

4. EXISTING POWER POLE TO REMAIN.

5. EXISTING TELEPHONE POLE TO REMAIN.

6. PROVIDE NEW LIGHTING RELAY PANEL (MOUNT BELOW EX LIGHTING CONTACTOR PANEL), EXTERIOR WALL MOUNTED PHOTOCELL & (2) POSITIONS PHOTOCELL OVERRIDE SWITCH FOR CONTROL OF NEW

SITE LIGHTINGS & CONNECT TO SPARE CIRCUIT BREAKER IN PANEL ' 13-LP1 '.

7. CORE DRILL EXTERIOR WALL (HEIGHT EVENLY WITH EX PHOTOCELL) & RUN (3) CONDUITS (ONE FOR PHOTOCELL & THE OTHER 2 FOR SITE LIGHTING CONDUIT INCLUDING 1 SPARE EMPTY CONDUIT WITH PULL STRING) TO EXTERIOR WALL WHERE INDICATED & TURNING DOWN & UNDERGROUND TO SITE LIGHTING. REPAIR WALL PENETRATION, MAKE WATER-TIGHT & PAINT WALL SURFACE TO MATCH

ADJACENT SURFACE.

8. 120 VAC. CIRCUIT, 2 #8, 1 #8 GROUND WIRE IN 1" PVC CONDUIT & 1" PVC SCHED.-40 SPARE EMPTY

CONDUIT (SIDE BY SIDE) WITH PULL STRING).

9. PROVIDE HAND HOLE, 12" x 18" x 24" DEEP COMPOSITE BOX WITH SCREW COVER AS MANUFACTURED

BY HUBBELL QUAZITE. PROVIDE " LIGHTING " INSCRIPTION ON COVER.

10. CONNECT TO EXISTING SPARE CIRCUIT BREAKER.

11. REFER TO DETAIL 1 OF DRAWING S101 FOR POLE BASE DETAIL.

SCALE: 1" = 20'-0"1 SITE PLAN - ELECTRICAL - NEW WORK

VAMHCS MEDICAL CENTER

WILMINGTON, DELAWARE

SOUTH PARKING LOT

ASPHALT PAVING DESIGN

ARCHITECTURE

PLANNING

ENGINEERING

BURDETTE KOEHLER MURPHY

& ASSOCIATES, INC.

MECHANICAL / ELECTRICAL ENGINEERS

BLAIR HILL LANE, SUITE 400

BALTIMORE, MARYLAND 21209

410.323.0600 - FAX 410.377.2543

OCMI

ESTIMATING SCHEDULING PM/CM

202.337.1066 OFF 785.393.7009 CELL

OCMI.COM| DVB| SDVOSB

WHITNEY BAILEY COX

& MAGNANI, INC

STRUCTURAL ENGINEERING

300 EAST JOPPA RD SUITE 200

BALTIMORE, MARYLAND 21286

410.512.4500

WHITMAN, REQUARDT

& ASSOCIATES, LLP

CIVIL ENGINEERING

801 South Caroline Street Baltimore, MD 21231

410.235.3450 - FAX: 410.243.5716

DELLC

JOB No. 230701D

G :\2

.0 1\

D ra w in gs \A ca d\

E\ E1

S ite E le ct

N Pl ot te d By

: M ik ey B ur an

A M

BKM# 23100.01

460-23-004

10APR2024

100% CONSTRUCTION DOCUMENTS

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME, AND THAT I AM A DULY LICENSED

ARCHITECT UNDER THE LAWS OF THE STATE OF DELAWARE,

LICENSE NUMBER , EXPIRATION DATE .12459 06/30/24

SCALE: 1" = 20'-0"

0 10' 20' 40' 60'30'

SITE PLAN

ELECTRICAL - NEW WORK

E101MBJSH

EX PANEL ' 13-LP1 '

GENERAL NOTES:

1. EXISTING CONDITIONS INFORMATION WAS OBTAINED FROM RECORD DRAWINGS & LIMITED

NON-INVASIVE SITE INVESTIGATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR

TO COMMENCEMENT OF WORK.

2. ANY CIRCUITS INTERRUPTED BY REMOVAL OF EQUIPMENT SHALL BE RECONNECTED. PROVIDE ALL

BOXES, CONDUIT, WIRING AND CONNECTIONS REQUIRED.

3. THE CONTRACTOR SHALL USE CARE WHEN PERFORMING SELECTIVE BUILDING DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE INCLUSIVE OF BUT NOT LIMITED TO: BUILDING

FINISHES, LIGHTING, FURNITURE, CEILING SYSTEMS, STRUCTURE, MECHANICAL, PLUMBING,

TELECOMMUNICATIONS & ELECTRICAL EQUIPMENT / SYSTEMS. SHOULD ANY DAMAGE OCCUR OR

SHOULD ANY REMEDIAL WORK BE REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND / OR REPLACE THE DAMAGED ITEM(S) TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHOTO DOCUMENTING & RESTORING THE

SURROUNDING WORK SITE(S) TO THE ORIGINAL PRE-DEMOLITION CONDITION AND / OR TO THE

OWNERS SATISFACTION UPON COMPLETION OF THE WORK AT NOT ADDITIONAL COST.

4. CONTRACTOR SHALL UPDATE EXISTING PANELBOARD LEGENDS TO INDICATE ALL BRANCH CIRCUITS

WHICH HAVE BEEN MODIFIED.

5. ALL EQUIPMENT BEING REMOVED & RE-INSTALLED SHALL BE TAGGED TO ENSURE IT IS REINSTALLED

IN THE SAME ROOM & LOCATION FROM WHICH IT WAS REMOVED.

6. ANY OPENINGS CREATED IN WALLS, FLOORS & CEILINGS BY REMOVAL & INSTALLATION OF CONDUITS SHALL BE PATCHED, SEALED & FINISHED TO MATCH ADJACENT SURFACES. PENETRATIONS THROUGH FIRE OR SMOKE RATED CONSTRUCTION SHALL BE FIRE OR SMOKE SEALED TO MAINTAIN FIRE OR

SMOKE RATING OF ASSEMBLY.

7. COORDINATE ALL POLE BASE DETAILS WITH CIVIL / STRUCTURAL.

SCALE: 1/8" = 1'-0"2

PART PLAN

ELECTRICAL CLOSET

PIC-1

PENETRATION

UNDERGROUND

CONDUITS

AutoCAD SHX Text d

AutoCAD SHX Text

COMM. HANDBOX

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UNDERGROUND TELECOMM LINE

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RIM EL=78.43'

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TELECOMM MANHOLE

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ELEC. HANDBOX

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ELEC. HANDBOX

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ELEC. MH

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UNDERGROUND ELECTRIC LINE

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INV BOTTOM MH=75.42'

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INV 12" RCP (N)=75.52'

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STORM DRAIN MH RIM=78.22'

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IRON FENCE

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IRON FENCE

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IRON FENCE

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INV. 12" RCP=75.80'

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INLET TOP GRATE=77.80'

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GATE

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CONCRETE WALK

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INV. 12" RCP=75.55'

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LANDSCAPING

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CONCRETE WALK

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ELEC. HANDBOX

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CONCRETE PADS

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'ETERNAL FLAME'

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MONUMENT

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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SIGN

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ELEC. HANDBOXES

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ELEC. MH

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GUY

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TELECOMM PED.

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GUY

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MONTGOMERY ROAD

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DELAWARE STATE ROUTE 2

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KIRKWOOD HIGHWAY

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ELEC. HANDBOXES

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SILT FENCE

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GENERATOR PAD

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CONC. HEADWALL

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SURVEYED AREA

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SURVEYED AREA

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SURVEYED AREA

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SURVEYED AREA

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SURVEYED AREA

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SURVEYED AREA

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UNDERGROUND TELECOMM LINE

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BUILDING 13 1 STORY CONCRETE BUILDING

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12" HDPE

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12" HDPE

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8" HDPE

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8" HDPE

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8" HDPE

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TEL.MH

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CL SS MH

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CL SS MH

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SSMH

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SSMH

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EX MH

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GAS MH

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1¼"GASMAIN

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(ABANDONED)

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SPARE

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EXTERIOR LTS

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LTG CONTACTOR

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ELECT RM

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SPACE

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(OFF)

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SPACE

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LTS CORRI.

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SPACE

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SPACE

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PARKING LOT

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SPARE

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(OFF)

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LTS CORRI.

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LTS OFFICES 111A-G

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LTS 117-119

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LTS OFFICES 112E-G&OPEN AREA

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LTS CORRI.

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LTS OFFICES 113A-E,113,15&16

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LTS OFFICES 110B-G,J,K&ELECT

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LTS 100,A,B102-5,08,09A&B

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SPARE

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(OFF)

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AutoCAD SHX Text

AutoCAD SHX Text Seal:

AutoCAD SHX Text Additions:

AutoCAD SHX Text Date:

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Consultants

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one and one half inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text Building No:

AutoCAD SHX Text Drawing Title:

AutoCAD SHX Text Approved: Director, Medical Center:

AutoCAD SHX Text Approved: Associate Director for Operations:

AutoCAD SHX Text Drawing Finish Date:

AutoCAD SHX Text Drawing Approved:

AutoCAD SHX Text Location:

AutoCAD SHX Text Project Title:

AutoCAD SHX Text Checked:

AutoCAD SHX Text Drawn:

AutoCAD SHX Text Project No:

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DRAWING NO:

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AutoCAD SHX Text Dwg.

AutoCAD SHX Text Date:

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AutoCAD SHX Text Drawing Scale:

AutoCAD SHX Text Drawing Start Date:

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AutoCAD SHX Text Approved: Chief, Facilities Engineer:

AutoCAD SHX Text 2215 Conowingo Rd, Suite 100 Bel Air, Maryland 21015-1436 410.803.0009 fax 410.836.6611

230701D_CoverSheet-CS_EXECUTED041724

L001

L002

L003

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42159000C1-04-Layout1

L005

L006

42159000C1-06-Layout1

230701D_ArchitecturalSitePlan-AS-100

2023023600_VAMC Wilminton_S101 VAMC Wilminton (Final 10APR2024)

E101 Site Elect New Work

Work

File details come from the government source that posted it. Updated Feb 20, 2025.