Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

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

EUGENE J. TOWBIN HEALTHCARE CENTER -

REPLACE UNDERGROUND 15KV FEEDER

SEPARABLE CONNECTORS AND

TRANSFORMERS

2200 FORT ROOTS DRIVE,

NORTH LITTLE ROCK, AR 72114

598-19-112

As Shown Project Director

07/31/2025Revisions: Date: F.KEELS J.POWELL

PROJECT 598-19-112 "REPLACE

UNDERGROUND 15KV FEEDERS AND

TRANSFORMERS" NAME WAS REVISED TO

REFLECT AN APPROVED SCOPE CHANGE.

G001

REPLACE UNDERGROUND 15KV FEEDER SEPARABLE

CONNECTORS AND TRANSFORMERS

EUGENE J. TOWBIN HEALTHCARE CENTER

2200 FORT ROOTS DRIVE, BUILDING 1, NORTH LITTLE ROCK, AR 72114

VA PROJECT NO. 598-19-112

BID DOCUMENTS

TRUE

NORTH

AREA MAP

NOT TO SCALE

PROJECT LOCATION PROJECT LOCATION

TRUE

NORTH

LOCATION MAP

NOT TO SCALE

COVER SHEET

SHEET INDEX

G001

SHEET

NO.

DRAWING TITLE

GENERAL

COVER SHEET

ELECTRICAL

ELECTRICAL GENERAL NOTESE001

STRUCTURAL

STRUCTURAL NOTESS001

CONCRETE DETAILSS301

ELECTRICAL DETAILSE501

ELECTRICAL DETAILSE502

OVERALL UTILITY PLANE101

ENLARGED PLAN - NEW WORK - LOOP 1E401

ELECTRICAL AS-BUILT TABLEE503

E402 E403 E404 E405 E406

ENLARGED PLAN - NEW WORK - LOOP 2

ENLARGED PLAN - NEW WORK - LOOP 3

ENLARGED PLAN - NEW WORK - LOOP 4

ENLARGED PLAN - NEW WORK - LOOP 5-1

ENLARGED PLAN - NEW WORK - LOOP 5-2

Joseph Powell Model

DESIGN CODES

1.01 2021 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY:

A. ANSI/ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

B. VA SEISMIC DESIGN REQUIREMENTS H-18-8, 2020 EDITION

C. VA STRUCTURAL DESIGN MANUAL FOR HOSPITALS, OCTOBER 1, 2022

1.02 AMERICAN CONCRETE INSTITUTE (ACI)

A. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

1.03 VA CRITERIA

A. STRUCTURAL DESIGN MANUAL OCTOBER 1, 2022

B. VA SEISMIC DESIGN MANUAL VA18-8 MAY 1, 2020

C. VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL JUNE 1, 2023

DESIGN LOADS

1.01 DESIGN LOADS ARE AS FOLLOWS:

A. DEAD LOADS:

a. EQUIPMENT PADS: SELF WEIGHT OF MATERIALS

b. SECTIONALIZERS AND TRANSFORMERS: SEE BELOW

B. LIVE LOADS

1. YARDS AND TERRACES = 60 PSF

C. RAIN LOADS:

1. N/A NO ACCUMULATION

D. FLOOD LOADS:

1. N/A NOT IN FLOOD HAZARD AREA

E. SNOW LOADS:

1. GROUND SNOW LOAD = 10 PSF

F. WIND LOADS:

1. DESIGN WIND SPEED = Vult = 117 MPH

2. WIND EXPOSURE = B

3. RISK CATEGORY = IV

G. EARTHQUAKE LOADS:

1. OCCUPANCY CATEGORY = IV

2. SPECTRAL RESPONSE COEFFICIENT:

a. Ss = 0.396 g

b. S1 = 0.151 g

3. SPECTRAL RESPONSE ACCELERATION:

a. Sds = 0.391 g

b. Sd1 = 0.231 g

4. SEISMIC DESIGN CATEGORY = D

5. SITE CLASS = D

1.02 DEFLECTION CRITERIA: REFER TO TABLE 1604.3 FOR DEFLECTION LIMITS.

UNIT IDENTIFIER

L(IN) W(IN) H(IN)

MAX DIMENSIONS

MAX WEIGHT(LB)

103 60 76 1/4 2,806SEC32-A

103 60 76 1/4 2,806SEC32-B

103 60 76 1/4 2,806SEC34-A

103 60 76 1/4 2,806SEC34-B

GENERAL STRUCTURAL NOTES

1.01 WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED.

1.02 THE STRUCTURAL DESIGN OF THE STRUCTURE IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS, WITH NO PROVISION MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION.

THEREFORE, CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND TEMPORARY SHORING DURING

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.03 CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY INCLUDING THE SAFE RIGGING, LIFTING AND

SETTING OF MATERIALS AND EQUIPMENT IN ACCORDANCE WITH APPLICABLE STANDARDS.

1.04 FURNISH AND INSTALL ALL NECESSARY ATTACHMENTS, ANCHORAGE'S AND ACCESSORIES TO PROVIDE A

COMPLETE STRUCTURALLY SOUND STRUCTURE WITH A CONTINUOUS LOAD PATH. BRING ANY

DISCONTINUITIES TO THE ATTENTION OF THE COR IMMEDIATELY.

1.05 FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF FABRICATION OR CONSTRUCTION.

BRING ANY DISCREPANCIES ALONG WITH DETAILED FIELD SKETCHES OF AS-BUILT CONDITIONS TO THE

ATTENTION OF THE COR IMMEDIATELY.

1.06 COORDINATE AND VERIFY ALL DIMENSIONS AND DETAILS WITH THE EXISTING, CIVIL, PROCESS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, SHOP, AND

SUBMITTAL DRAWINGS. NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES

EXISTING CONDITIONS

1.01 AS WITH ANY WORK AFFECTING EXISTING CONSTRUCTION, UNFORESEEN CONDITIONS ARE UNAVOIDABLE WITHOUT DEMOLISHING OTHERWISE SERVICEABLE CONSTRUCTION, DISRUPTING OCCUPIED OPERATIONS AND INCURRING SIGNIFICANT COST FOR CLOSE UP EXAMINATION AND NON-DESTRUCTIVE TESTING

DURING THE DESIGN STAGE.

1.02 WITH THE PASSAGE OF TIME SINCE THE CREATION OF AS-BUILT DRAWINGS AND/OR THE DESIGNERS SURVEY, BOTH CONCEALED AND VISIBLE CONDITIONS MAY HAVE CHANGED DUE TO ALTERATIONS, ADDITIONS, RENOVATIONS, AND DETERIORATION.

1.03 PRIOR TO THE COMMENCEMENT OF ANY WORK IN PREPARATION OF CONSTRUCTION RELATED ACTIVITIES, INCLUDING BUT NOT LIMITED TO SHOP DRAWING PREPARATION, ALL BURIED, EMBEDDED, OR CONCEALED ITEMS LIKELY TO BE ENCOUNTERED DURING CONSTRUCTION SHALL BE LOCATED AND MARKED ON THE

SURFACE. THIS WORK SHALL BE ACCOMPLISHED BY DESTRUCTIVE AND/OR NON-DESTRUCTIVE MEANS WITHOUT IMPAIRING THE STRUCTURAL INTEGRITY OF THE ASSOCIATED MEMBERS. SHORING AS REQUIRED SHALL BE DESIGNED BY A PROFESSIONAL STRUCTURAL ENGINEER, LICENSED IN THE STATE OF THE

PROJECT, AND FURNISHED AND INSTALLED AT NO ADDITIONAL COST.

1.04 EXISTING CONDITIONS THAT INTERFERE OR OTHERWISE AFFECT THE DESIGN, CONSTRUCTION OR SERVICEABILITY OF THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, INCLUDING PLAN AND SECTION SKETCHES, IMMEDIATELY FOR RESOLUTION. THE CONTRACTOR SHALL ALLOW TWO CALENDAR WEEKS IN THE SCHEDULE FOR DESIGN RESOLUTION THE INTERFERENCE AFTER ALL INFORMATION ABOUT THE INTERFERENCE, INCLUDING SIZE, LOCATION, AND FUNCTION OF THE

EMBEDMENT, HAS BEEN RECEIVED BY THE STRUCTURAL ENGINEER.

FOUNDATION NOTES

1.01 ALL FOUNDATIONS SHALL BE INSTALLED UNDER THE GUIDANCE OF A REGISTERED

PROFESSIONAL GEOTECHNICAL ENGINEER IN THE STATE OF THE PROJECT. THE

GEOTECHNICAL ENGINEER SHALL GIVE CONSIDERATION TO THE TYPE OF BUILDING

STRUCTURE AND FOUNDATION LOADS INVOLVED AS WELL AS THE REQUIREMENTS OF

THESE DOCUMENTS. THE GEOTECHNICAL ENGINEER SHALL CONDUCT SUBSURFACE

EXPLORATION TO THE EXTENT NECESSARY TO PROVIDE THIS GUIDANCE. AT A MINIMUM, 2

HAND AUGER BORINGS SHALL BE TAKEN AND SLAB-ON-GROUND BASE SHALL BE PROOF-

ROLLED AT EACH APPLICABLE LOCATION.

1.02 THE SAFE BEARING CAPACITY OF THE FOUNDATION SOIL SUPPORTING SPREAD FOOTINGS

SHALL BE A MINIMUM OF 2000 PSF AND SHALL BE TESTED AND APPROVED BY A

PROFESSIONAL GEOTECHNICAL ENGINEER FOR CONFORMATION OF THIS VALUE PRIOR TO

CASTING FOOTING CONCRETE. ALL FOOTINGS SHALL BEAR ON ORIGINAL UNDISTURBED

SOIL OR CONTROLLED FILL.

1.03 STRUCTURAL FILL SHALL CONTAIN NO ORGANIC MATERIAL AND BE APPROVED BY A

GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. STRUCTURAL FILL UNDER SLABS AND

WITHIN 10' - 0" OF THE STRUCTURE FOOTPRINT SHALL BE PLACED IN LIFTS OF THICKNESS

DETERMINED BY THE INDEPENDENT TESTING AGENCY AND COMPACTED TO AT LEAST 95%

OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698. THE

TOP 12" OF SUB-BASE UNDER SLABS ON GROUND SHALL BE COMPACTED TO AT LEAST 98%

OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY. AN INDEPENDENT TESTING

LABORATORY SHALL OBSERVE ALL BACKFILL, COMPACTION AND PROOF ROLLING

OPERATIONS.

DEMOLITION AND REMOVAL

1.01 PERFORM ALL DEMOLITION WORK INCLUDING REMOVAL, TRANSPORT, AND DISPOSAL PER

ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS.

1.02 BEFORE BEGINNING ANY DEMOLITION WORK, SURVEY THE SITE AND EXAMINE THE

DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. PHOTOGRAPH

EXISTING CONDITIONS AND RECORD EXISTING ELEVATIONS OF FINISH FLOORS, TOP OF

WALLS, and FOUNDATIONS ETC. RECORD LOCATION AND EXTENT OF EXISTING CRACKS AND

OTHER DAMAGE.

1.03 SCAN EXISTING CONCRETE FOR EMBEDDED ITEMS UTILIZING RADAR OR OTHER RELIABLE

MEANS. NOTIFY COR IMMEDIATELY IN THE EVENT THAT EMBEDDED ITEMS ARE DISCOVERED

THAT INTERFERE WITH THE WORK. DETERMINE WHAT THE EMBEDDED ITEM IS AND THE

PURPOSE IT SERVES. DO NOT PROCEED WITH DEMOLITION OF THE AFFECTED AREA UNTIL

AUTHORIZED.

1.04 CONFINE NOISE AND DUST TO IMMEDIATE WORK AREA.

1.05 CONTRACTOR SHALL REMOVE AND DISPOSE OFF-SITE ALL MATERIALS INDICATED TO BE

DEMOLISHED AND REMOVED, RUBBISH AND DEBRIS DAILY INCLUDING DUST AND DIRT.

1.06 WHERE PEDESTRIAN AND DRIVER SAFETY IS ENDANGERED IN THE AREA OF THE WORK, USE

BARRICADES ANCHORED IN A MANNER TO PREVENT DISPLACEMENT BY WIND.

1.07 TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE

REUSED OR TO REMAIN THE PROPERTY OF THE OWNER. DO NOT DISTURB EXISTING

CONSTRUCTION BEYOND THE EXTENT INDICATED OR NECESSARY FOR INSTALLATION OF

THE NEW WORK.

1.08 PROTECT NEW WORK FROM DAMAGE AS A RESULT OF SUBSEQUENT WORK.

1.09 DO NOT OVERLOAD EXISTING STRUCTURAL ELEMENTS OR WORK TO REMAIN.

1.10 INCREASE STRUCTURAL SUPPORT OR ADD NEW SUPPORTS AS MAY BE REQUIRED AS A

RESULT OF DEMOLITION WORK INCLUDING BUT NOT LIMITED TO CUTTING, REMOVAL, AND

DECONSTRUCTION. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING

CONSTRUCTION WEAKENED BY DEMOLITION, DECONSTRUCTION, OR REMOVAL WORK.

1.11 PROVIDE TEMPORARY SHORING AND BRACING FOR SUPPORT OF BUILDING COMPONENTS

TO PREVENT SETTLEMENT OR OTHER MOVEMENT.

1.12 COMPLY WITH ALL OSHA REGULATIONS.

1.13 REPAIR OR REPLACE DAMAGED ITEMS AT NO COST TO THE OWNER. STRUCTURAL REPAIRS, REINFORCEMENT OR REPLACEMENT REQUIRE AN ENGINEERED PLAN AND CALCULATIONS

SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE

PROJECT, AND PAID FOR BY THE CONTRACTOR, AND PRIOR APPROVAL BY THE STRUCTURAL

ENGINEER OF RECORD.

1.14 PROVIDE NEAT CHIPPING OR SAWCUTS AT LIMITS OF MATERIALS TO BE REMOVED.

1.15 DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT

FIRST COORDINATING WITH AND RECEIVING WRITTEN AUTHORIZATION FROM THE OWNER.

REINFORCED CONCRETE NOTES

1.01 CONCRETE DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE, ACI 318.

1.02 CONCRETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE FIELD REFERENCE MANUAL: STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ACI 301 WITH SELECTED ACI AND

ASTM REFERENCES ( SP-15 )

1.03 ALL CONCRETE SHALL COMPLY TO THE REQUIREMENTS OF THE SPECIFICATIONS AND MATERIALS SHALL BE USED IN A MANNER COMPLYING WITH ALL OF THE MANUFACTURER'S REQUIREMENTS AND

RECOMMENDATIONS.

1.04 SUBMIT REINFORCING STEEL SHOP DRAWINGS AND RECEIVE APPROVAL PRIOR TO FABRICATION OF

SAME.

1.05 ALL CONCRETE SHALL BE NORMAL WEIGHT (145PCF) AND HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH AS FOLLOWS UNLESS NOTED OTHERWISE:

A. f'c = 4,000 PSI UNLESS OTHERWISE NOTED.

1.06 CONCRETE MIX DESIGN SUBMITTAL REQUIREMENTS:

A. FOR EACH UNIQUE MIX DESIGN/CODE PROPOSED, CLEARLY INDICATED WHICH COMPONENT THE MIX

WILL BE USED FOR. (E.G. FOOTING, EXTERIOR WALLS, INTERIOR WALLS, EXTERIOR SLAB ON GRADE, INTERIOR SLAB ON GRADE, ELEVATED SLAB, MASONRY GROUT FILL, PAVING ETC.)

B. CEMENT: AMOUNT PER CUBIC YARD AND SUPPLIER.

C. FLYASH: AMOUNT PER CUBIC YARD, SUPPLIER, A HISTORY OF SUCCESSFUL USE OF FLYASH

CONCRETE IN SIMILAR APPLICATIONS.

D. AGGREGATE: AMOUNT PER CUBIC YARD, TYPE AND COMPOSITE GRADATION ANALYSIS INCLUDING

BOTH COARSE AND FINE.

E. WATER: AMOUNT PER CUBIC YARD AND WATER/CEMENT RATIO.

F. ADMIXTURES: TYPE, AMOUNT PER CUBIC YARD, PRODUCT DATA INDICATING ASTM COMPLIANCE AND

CHLORIDE ION CONTENT.

G. COMPRESSIVE TESTS OF PAST USAGE OF THE SUBMITTED MIX DESIGN INDICATING THE SAME MIX

DESIGN CODE.

1.07 WHEN STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE, CONCRETE

MIX DESIGN SHALL COMPLY WITH THE FOLLOWING:

A. 4000 PSI NORMAL WEIGHT CONCRETE SHALL BE BASED ON A MAXIMUM AGGREGATE SIZE OF 1 IN., MAXIMUM WATER/CEMENT RATIO OF .44 FOR NON-AIR-ENTRAINED AND.35 FOR AIR-ENTRAINED

CONCRETE AND A MAXIMUM SLUMP OF 3"

B. 3000 PSI NORMAL WEIGHT CONCRETE SHALL BE BASED ON A MAXIMUM AGGREGATE SIZE OF 1", MAXIMUM WATER/CEMENT RATIO OF.58 FOR NON-AIR-ENTRAINED AND.46 FOR AIR-ENTRAINED

CONCRETE AND A MAXIMUM SLUMP OF 4"

C. THE MAXIMUM SLUMPS SPECIFIED ABOVE SHALL NOT BE EXCEEDED PRIOR TO THE ADDITION OF

WATER REDUCING ADMIXTURES REGARDLESS OF THE EXISTENCE OF TEST DATA.

D. AIR ENTRAINED CONCRETE SHALL BE USED FOR EXTERIOR EXPOSED CONCRETE IN ACCORDANCE

WITH THE FOLLOWING:

1: MODERATE EXPOSURE BASED ON THE MAXIMUM NOMINAL AGGREGATE SIZE:

a. 3/4": 5 % +/- 1-1/2%

b. 1": 4.5 % +/- 1-1/2%

c. 1-1/2": 4.5 % +/- 1-1/2%

E. NORMAL WEIGHT AGGREGATE SHALL COMPLY WITH ASTM C 33.

F. WHEN PERMITTED, THE WEIGHT OF FLYASH SHALL NOT EXCEED 25% OF THE WEIGHT OF CEMENT

PLUS POZZOLAN.

1.08 CONCRETE SLABS ON GRADE SHALL NOT BE LOADED UNTIL A MINIMUM CONCRETE STRENGTH OF 1800

PSI HAS BEEN ATTAINED AND THE CONCRETE IS AT LEAST THREE DAYS OLD. ALL OTHER CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL THE SPECIFIED CONCRETE DESIGN STRENGTH HAS BEEN

ATTAINED.

1.09 CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 301 AND THE SPECIFICATIONS, WHEN

PROVIDED, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. AT A MINIMUM, CONCRETE

SPECIMENS SHALL BE TAKEN FOR EVERY 100 YARDS OR PORTION THEREOF FOR EACH MIX DESIGN PLACED IN A DAY. CONCRETE TEST REPORTS SHALL BE AVAILABLE ON SITE FOR INSPECTION.

1.10 ALL STEEL REINFORCEMENT SHALL CONFORM WITH THE FOLLOWING:

A. DEFORMED BARS SHALL CONFORM WITH ASTM A 615 GRADE 60.

B. DEFORMED BARS THAT WILL BE WELDED SHALL CONFORM TO ASTM A 706 GRADE 60. WELDING

SHALL BE IN ACCORDANCE WITH AWS D1.4 STRUCTURAL WELDING CODE.

C. WELDED WIRE REINFORCING (WWR) SHALL CONFORM WITH ASTM A 185, LATEST ADOPTED EDITION, 65 KSI YIELD AND SHALL BE SUPPLIED IN FLAT SHEETS.

1. SLAB-ON-GRADE WWF SHALL BE SUPPORTED BY PLASTIC COATED CHAIRS OR CONCRETE BRICK

2" BELOW THE TOP OF SLAB. THE USE OF CLAY BRICKS OR PULLING UP WWF DURING CONCRETE

PLACEMENT IS STRICTLY PROHIBITED. USE A MINIMUM OF 6 X 6 - W1.4 X W1.4.

2. WWF ABOVE FORMED SURFACES SHALL BE SUPPORTED BY PLASTIC COATED CHAIRS AT THE

MID DEPTH BETWEEN THE CONCRETE SURFACE AND TOP OF FORM OR FLOOR DECK FLUTE.

1.11 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR

APPROVED. STAGGER SPLICES WHERE POSSIBLE. UNLESS OTHERWISE NOTED, ALL REINFORCING SHALL BE CONTACT LAP SPLICED WITH A CLASS B SPLICE IN ACCORDANCE WITH ACI 318-05. FOR BARS WITH A MINIMUM COVER AND SPACING GREATER THAN 2.0DB AND 3.0DB (DB = BAR DIAMETER) RESPECTIVELY, THE MINIMUM SPLICE LENGTH, EXPRESSED IN BAR DIAMETERS, SHALL NOT BE LESS THAN SPECIFIED IN THE REBAR SPLICE SCHEDULE. SPLICE LENGTHS SHALL BE INCREASED BY A FACTOR OF 1.3 FOR TOP REINFORCEMENT AND WHEN LIGHTWEIGHT CONCRETE IS USED. LAP WELDED

WIRE FABRIC (WWF) ONE SPACE PLUS 2 IN. ON ALL SIDES AT SPLICES.

1.12 ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90-DEG HOOK UNO.

1.13 ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, THROUGH CONTROL

JOINTS, AND THROUGH CONSTRUCTION JOINTS UNO.

1.14 CONCRETE COVER AT REINFORCEMENT:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3".

B. FORMED CONCRETE EXPOSED TO WEATHER OR EARTH:

1. (#5 AND SMALLER) -1 1/2"

2. (#6 TO #18) -2"

3. ALL OTHER -1 1/2"

1.15 CORNER EDGES OF CONCRETE TO BE LEFT EXPOSED TO VIEW SHALL HAVE A CHAMFER OR RADIUS OR

AS INDICATED ON THE DRAWINGS.

1.16 CHECK FOR EMBEDDED ITEMS AND PENETRATIONS PRIOR TO CONCRETE PLACEMENT.

1.17 ALL CONSTRUCTION JOINTS SHALL HAVE A ROUGH SURFACE AND BE CLEAN PRIOR TO SUBSEQUENT

CONCRETE POUR.

1.18 NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN SLABS AND FOOTINGS UNO.

1.19 WHERE OPENINGS OCCUR IN SLABS AND WALLS, PLACE THE REINFORCING THAT NORMALLY OCCURS

IN LINE WITH THE OPENING EQUALLY TO EITHER SIDE OF THE OPENING.

1.20 CONCRETE SHALL RECIVE THE FOLLOWING FINISHES:

A. EXTERIOR SLABS - BROOM FINISH IN DIRECTION OF SLOPE.

B. ALL OTHER CONCRETE - STEEL TROWEL FINISH.

1.21 ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION, SPADING, RODDING OR FORKING SO THAT THE CONCRETE IS THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND

INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE POCKETS WHICH MAY CAUSE

HONEYCOMBING, PITTING, OR PLANES OF WEAKNESS. F VIBRATORS, OF ADEQUATE SIZE, ARE USED THEY SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART. AT EACH

INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT

SUFFICIENT TO CAUSE SEGREGATION (GENERALLY FROM 5 TO 15 SECONDS).

1.22 FOLLOW THE MANUFACTURER'S RECOMMENDED CURING GUIDELINES. IN THE ABSENSE OF SPECIFIC GUIDELINES, MAINTAIN CONCRETE AFTER PLACEMENT WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE (NOT LESS THAN 7 DAYS). COMPLY WITH THE REQUIREMENTS OF ACI 308 - STANDARD PRACTICE FOR CURING CONCRETE; AMERICAN CONCRETE INSTITUTE. A COMBINATION CURING AND SEALING COMPOUND SHALL BE APPLIED AFTER THE CONCRETE HAS BEEN FINISHED OR THE FORMS REMOVED. COMPOUND SHALL BE IN ACCORDANCE WITH ASTM C309, LATEST ADOPTED EDITION, TYPE

I, CLASS B. (W.R. MEADOWS CS-309).

CONCRETE SPALL REPAIR NOTES

1.01 REMOVE ALL LOOSE CONCRETE TO SOUND SUBSTRATE 1/4" BEYOND REINFORCING.

1.02 CLEAN REINFORCING STEEL ENCOUNTERED TO A BRIGHT METAL FINISH.

1.03 ANY REINFORCING ENCOUNTERED SHOULD BE COMPLETELY EXPOSED AND NOT LEFT

PARTIALLY EMBEDDED IN CONCRETE.

1.04 IF REINFORCING HAS LOST MORE THAN 10% OF ITS CROSS SECTIONAL AREA STOP AND

CONTACT THE COR IMMEDIATELY.

1.05 PROVIDE A MINIMUM DEPTH EXCAVATION IN THE AREA TO BE PATCHED. PROVIDE SAW-CUT, GROUND, OR CHIPPED EDGES. DO NOT FEATHER EDGES.

1.06 CLEAN AREA IN ACCORDANCE WITH BONDING AGENT MANUFACTURER'S

RECOMMENDATIONS.

1.07 INJECT ANY VISIBLE CRACKS WITH EPOXY .

1.08 APPLY CORROSION INHIBITOR/ BONDING AGENT TO REINFORCING STEEL AND THE

CONCRETE SUBSTRATE.

1.09 REFORM SPALL WITH A HIGH STRENGTH STRUCTURAL REPAIR MORTAR (NON-METALLIC), ADD

AGGREGATE AS SPECIFIED BY REPAIR MORTAR MANUFACTURER, CONSOLIDATE THE REPAIR

MORTAR, FINISH, AND CURE IN ACCORDANCE WITH A MANUFACTURER'S

RECOMMENDATIONS.

STRUCTURAL DRAWING ABBREVIATIONS:

BOT BOTTOM

B/STL BOTTOM OF STEEL

C.J. CONSTRUCTION OR CONTROL JOINT

CJT CORNER JACK TRUSS

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

DBA DEFORMED BAR ANCHOR

DIAG DIAGONAL

EA EACH

EF EACH FACE

EL ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EW EACH WAY

EXF EXISTING FOOTING

FOB FACE OF BRICK

FF FAR FACE

FP FACE OF PANEL

FP FACE OF PANEL

FX FOOTING MARK NUMBER (SEE SCHEDULE)

GT GIRDER TRUSS

HORIZ HORIZONTAL

IFW INSIDE FACE OF WALL

JB JOIST BEARING

JT JACK TRUSS

LLH LONG LEG HORIZONTAL

LLO LONG LEG OUT

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX. MAXIMUM

MIN. MINIMUM

NDS NATIONAL DESIGN STANDARD

FWC FOR WOOD CONSTRUCTION

NF NEAR FACE

OC ON CENTER

OFW OUTSIDE FACE OF WALL

PAF POWDER ACTUATED FASTENER

PC PRECAST

PDF POWDER DRIVEN FASTENER

PJF PREMOLDED JOINT FILLER

PLF POUNDS PER LINEAR FOOT

PXXX PIER MARK NUMBER (SEE SCHEDULE)

RRS REBAR REINFORCING STEEL

SOG SLAB-ON-GROUND

STD STANDARD

T&B TOP AND BOTTOM

T/FTG TOP OF FOOTING

T/STL TOP OF STEEL

T/U TILT-UP

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

WWR WELDED WIRE REINFORCEMENT

CONCRETE REBAR LAP SPLICE SCHEDULE

BAR SIZE

#6 OR SMALLER

CLASS

A

B

NORMAL WEIGHT CONCRETE 28 DAY f`C (PSI)

3,000

58 DIA.

4,000

50 DIA.

5,000

44 DIA.

6,000

40 DIA.#6 OR SMALLER

#7 OR LARGER A

B 72 DIA. 62 DIA. 55 DIA. 50 DIA.#7 OR LARGER

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

As Shown

PROJECT 598-19-112 "REPLACE

UNDERGROUND 15KV FEEDERS AND

TRANSFORMERS" NAME WAS REVISED TO

REFLECT AN APPROVED SCOPE CHANGE.

STRUCTURAL NOTES

EUGENE J. TOWBIN HEALTHCARE CENTER -

REPLACE UNDERGROUND 15KV FEEDER

SEPARABLE CONNECTORS AND

TRANSFORMERS

2200 FORT ROOTS DRIVE,

NORTH LITTLE ROCK, AR 72114

S001

598-19-112

07/31/2025

BID DOCUMENTS

DCASLW

EQUIPMENT NOTES:

1.01 EQUIPMENT COORDINATION

A.THE CONTRACTOR SHALL COORDINATE DIMENSIONAL AND UTILITY REQUIREMENTS OF ACTUAL

EQUIPMENT PURCHASED WITH PROVISIONS SHOWN ON THE CONSTRUCTION DOCUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY CHANGES NECESSARY TO MAKE

SUCH COORDINATION WITHOUT ADDITIONAL COST TO THE GOVERNMENT.

1.02 EQUIPMENT ANCHORAGE

A.THE CONTRACTOR SHALL ENGINEER, FURNISH AND INSTALL NECESSARY ANCHORAGE AND

VIBRATION ISOLATION FOR ALL EQUIPMENT AND CURBS TO RESIST ALL LOADING INCLUDING

BUT NOT LIMITED VIBRATORY, WIND AND EARTHQUAKE LOADS AT NO ADDITIONAL COST TO

THE GOVERNMENT.

B.THE CONTRACTOR SHALL PREPARE AND SUBMIT ANCHORAGE DETAILS AND SUPPORTING

CALCULATIONS PREPARED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE

STATE OF THE PROJECT FOR ALL MOUNTED EQUIPMENT, AND ASSOCIATED CURBS, FOR

REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

1.03 EQUIPMENT STRUCTURAL SUPPORT

A.THE STRUCTURAL DESIGN DEPICTED ON THESE DRAWINGS IS BASED ON THE EQUIPMENT

DIMENSIONS AND WEIGHTS OUTLINED ABOVE. IN THE EVENT THE CONTRACTOR SELECTS

EQUIPMENT WITH WEIGHT GREATER THAN THAT DEPICTED IN THE TABLE SHOWN ON THIS

SHEET, OR DIMENSIONS MORE THAN 10% GREATER OR LESS THAN THOSE DEPICTED IN THE

TABLE SHOWN ON THIS SHEET, THE CONTRACTOR SHALL HAVE THE AFFECTED SUPPORTING

STRUCTURE (NEW AND EXISTING) EVALUATED AND REINFORCED AS NECESSARY BY A

STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, AND SUBMIT SEALED

CALCULATIONS AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF

FABRICATION. COSTS ASSOCIATED WITH ENGINEERING ANALYSIS, DESIGN AND

CONSTRUCTION OF REPAIRS SHALL BE BORN BY THE CONTRACTOR AT NO ADDITIONAL COST

TO THE GOVERNMENT.

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADEWALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY

ARE ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH

SIDES NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

12" LEG TYP. CONT. FOOTING

REINFORCING

PIPE SLEEVE 3" LARGER

THAN PIPE DIAMETER

#4 @12" O.C.

KEEP 6" MIN. OF

CONCRETE ALL AROUND

4#4 BARS

TRANSVERSE

POLYURETHANE BASED

INSULATING FOAM SEALANT

PROVIDE DEEPENED FTG.

AT PIPE

TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING

NOTE: THIS DETAIL DOES

NOT APPLY IF TOP OF PIPE

IS MORE THAN 4'-0" BELOW

BOTTOM OF WALL FOOTING.

TYP.

3" CLR.

2" C

LR

B Y

M A

N U

F A

C T

U R

E R

S P

A C

IN

G

A S

R E

Q U

IR

E

D

EPOXY INJECTION PORT,

SEE SPECIFICATIONS

EPOXY PASTE

SURFACE SEALANT

EXISTING CONCRETE

SUBSTRATE

CONCRETE CRACK.

PREP AS REQUIRED BY

MANUFACTURER FOR

INJECTION PROCESS

1" MIN. CLEARANCE BEYOND REINFORCING

C

LE

A R

A N

C E

3/ 4"

M

IN

EXISTING

CONCRETE

REMOVE UNSOUND CONCRETE FROM

REPAIR AREA. CAST TO RESTORE

ORIGINAL CROSS-SECTION

EXISTING REINFORCING BARS, BLAST, CLEAN, AND COAT WITH

CORROSION INHIBITOR WHERE BARS ARE EXPOSED. WHERE

REINFORCEMENT IS FOUND TO BE SEVERELY CORRODED OR

HAS LOST 10% OR MORE OF ITS CROSS SECTIONAL AREA,

SUPPLEMENTARY REINFORCEMENT MAY BE REQUIRED.

CHIP CONCRETE TO A MIN. DEPTH

OF 3/4" BELOW REINFORCING STEEL

3/4" SAWCUT AROUND

PERIMETER OF PATCH

AREA - BEVEL SAWCUT

AWAY FROM CENTER OF

PATCH AREA

NOTES:

1. LARGE AND/OR DEEP AREAS OF REMOVAL MAY REQUIRE SHORING.

REPORT TO ENGINEER IF REMOVAL OF LARGE AREA IS REQUIRED.

1'-2"

1' -0

3'

-0

4' -0

4'

-0

3" DOME

FILL POST WITH CONCRETE

4" DIA - SCHEDULE 40

STEEL PIPE

EPOXY PAINT

1" CROWN FINISH GRADE

OR EXIST

PAVING.

TYP UNO

2' - 0"

T Y

P U

N O

2'

0"

EXIST OR NEW

TRANSFORMER/SECTIONALIZER PAD

NEW TRANSFORMER OR

SECTIONALIZER

BETWEEN BOLLARDS TYP

6'-0" MAX SPACING

NEW BOLLARDS TYP AT SIDES OF

SECTIONALIZER/TRANSFORMER

PAD FACING ROADWAYS. REFER

TO SCHEDULE ON E501 FOR

ANTICIPATED QUANTITIES AT EACH

PAD.

S301

TO EXIST. BUILDINGS TYP

6'-0" MAX SPACING

EXIST. BUILDING

NOTES:

1. CONTRACTOR TO SUBMIT PLAN LAYOUT OF BOLLARDS AT ALL LOCATIONS FOR REVIEW

INCLUDING DOOR CLEARANCES.

2. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BELOW GRADE UTILITIES PRIOR TO

SUBMISSION OF PLAN LAYOUTS.

T Y

P S

H O

R T

S

ID

E O

F P

A D

5'

0" M

A X

B E

T W

E E

N B

O

LL

A R

D S

3' - 8" CLR MIN @ TRANSFORMER DOORS.

4' - 6" CLR MIN @ SECTIONALIZER DOORS.

S P

LI

C

E

C

LA

S S

B

SPLICE

CLASS B

CONT. BEAM REINF.

INTERSECTION BAR

TOP AND BOTTOM

SPLICE

CLASS B

CONT. BEAM REINF.

CORNER BAR TOP

AND BOTTOM

SPLICE

CLASS B

S P

LI

C

E

C

LA

S S

B

PLAN VIEW AT CORNERS

PLAN VIEW AT INTERSECTIONS

1'

2" 4"

4" TYP3/4" CHAMFERED

EDGE TYP

#4 @ 12" O.C. E.W.

NEW 60" x 103" SECTIONALIZER TYP. ONE

SECTIONALIZER PER PAD. ANCHORAGE

TO PAD BY MANUFACTURER

AA

A - A

(2) #5 CONTINUOUS

MIN TYP

1' - 0"

0'-6" SLAB ON

GRADE OVER 4"

CRUSHED STONE

BASE. REINFORCED

W/ #4@12" O.C. E.W.

2" BELOW TOP OF

SLAB

9'

3"

5' - 8"

M

IN

T Y

P

1'

0"

3" CLR TYP.

NOTES:

1. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BELOW GRADE

UTILITIES PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. REFER TO DETAILS 1,2, AND 9 ON THIS SHEET AS APPLICABLE.

3. REFER TO DETAIL 9/S301 IN EVENT EXISTING DUCT BANK IS

ENCOUNTERED.

3' - 0"3' - 0"

1'

0" M

IN

2" C

LR

3" CLOSED CELL POLYETHYLENE

SHEET VOID FORM TYP

(2) #5 CONTINUOUS

EXIST DUCT BANK

3380 Trickum Road

Woodstock, GA. 30188 770-517-5507 voice 770-517-5508 fax

Bldg. 500, Ste. 100 www.ieiusa.com

INCORPORATED

INNOVATIVE

ENGINEERING

Veterans Affairs

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

Date:

Drawing Title:

Approved: Project Director

Project Title:

1 2 3 4 5 6 7 8 9

512 MEANS STREET NW

Phase Project Number

Building Number

Drawing NumberLocation

Issue Date Checked

STAMP

STE. 400

ATLANTA, GA 30318

ARCHITECT/ENGINEER OF RECORDCONSULTANT

F ile

P a th

A

B

C

D

E

F

U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

Drawn

Revisions:

As Shown

PROJECT 598-19-112 "REPLACE

UNDERGROUND 15KV FEEDERS AND

TRANSFORMERS" NAME WAS REVISED TO

REFLECT AN APPROVED SCOPE CHANGE.

CONCRETE DETAILS

EUGENE J. TOWBIN HEALTHCARE CENTER -

REPLACE UNDERGROUND 15KV FEEDER

SEPARABLE CONNECTORS AND

TRANSFORMERS

2200 FORT ROOTS DRIVE,

NORTH LITTLE ROCK, AR 72114

S301

598-19-112

07/31/2025

BID DOCUMENTS

DCASLW

3/4" = 1'-0"S301

1 TYPICAL FOOTING INSTALLATION DETAIL

3/4" = 1'-0"S301

2 TYPICAL PIPE SLEEVE THRU FOOTING DETAIL

1 1/2" = 1'-0"S301

4 EPOXY INJECTION CRACK REPAIR

1 1/2" = 1'-0"S301

3 TYPICAL CONCRETE SPALL REPAIR DETAIL

3/4" = 1'-0"S301

5 TYPICAL PIPE BOLLARD DETAIL

1/2" = 1'-0"S301

TYPICAL TRANSFORMER OR SECTIONALIZER PAD

BOLLARD DETAIL

3/4" = 1'-0"S301

8 TYPICAL CORNER BAR DETAILS

1/2" = 1'-0"S301

7 TYPICAL NEW SECTIONALIZER PAD

3/4" = 1'-0"S301

9 SECTION AT EXISTING DUCT BANK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

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

EUGENE J. TOWBIN HEALTHCARE CENTER -

REPLACE UNDERGROUND 15KV FEEDER

SEPARABLE CONNECTORS AND

TRANSFORMERS

2200 FORT ROOTS DRIVE,

NORTH LITTLE ROCK, AR 72114

598-19-112

As Shown Project Director

07/31/2025Revisions: Date: F.KEELS J.POWELL

PROJECT 598-19-112 "REPLACE

UNDERGROUND 15KV FEEDERS AND

TRANSFORMERS" NAME WAS REVISED TO

REFLECT AN APPROVED SCOPE CHANGE.

E001

ELECTRICAL GENERAL NOTES:

1.

A.

B.

C.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

THE WORK SHALL CONFORM WITH ALL REQUIREMENTS OF:

NFPA 70-2023 (NATIONAL ELECTRICAL CODE)

ANSI C2-2020 (NATIONAL ELECTRICAL SAFETY CODE)

APPLICABLE LOCAL CODES AND FEDERAL AND STATE LAWS.

CONTRACTOR SHALL CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND SHALL BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE FOR RECESSED LUMINAIRES AND

CORRECT ROUGH-IN LOCATIONS OF ELECTRICAL CONNECTIONS.

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CATALOG NUMBERS ON THESE DRAWINGS TO MATCH WITH MATERIAL

DESCRIPTIONS INDICATED.

ALL FEEDERS AND BRANCH CIRCUITS SHALL INCLUDE A GREEN INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. MULTIPLE BRANCH CIRCUITS IN ONE

RACEWAY REQUIRE ONLY ONE GROUND CONDUCTOR.

NEW WORK SHALL BE MADE TO TIE INTO THE EXISTING IN A UNIFORM MANNER, SIMILAR ITEMS OF NEW WORK SHALL BE CHECKED AGAINST EXISTING WORK FOR TYPE MOUNTING, MOUNTING HEIGHTS, ETC. ITEMS SHOWN IN NEW WORK AT VARIANCE FROM THE

EXISTING SHALL BE REFERRED TO THE ARCHITECT FOR DECISION BEFORE ROUGH-IN.

PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS ALL APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND

SPECIFICATIONS AND TO FULFILL THE SCOPE OF WORK.

DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO DISCONNECT EQUIPMENT FROM ALL CONNECTIONS, REMOVE FROM THE OWNER'S SITE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE

CONTRACTOR'S RESPONSIBILITY.

ALL CONDUCTORS ARE COPPER UNLESS SPECIFICALLY NOTED AS ALUMINUM.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCUREMENT OF ANY

MATERIALS AND DEVELOPMENT OF ANY SHOP DRAWINGS OR SUBMITTALS.

SEE STRUCTURAL FOR ALL EQUIPMENT PADS.

ELECTRICAL ABBREVIATIONS

A OR AMP

ACC

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AM

ASYM

AT

ATS

AUTO

AWG

BC

BCW

BFF

BFG

BLDG

CAT

CB

CCT

CCTV

CFCI

CH

CHWCP

CHWP

CHWSP

CKT

CMH

CP

CPT

CRAC

CRI

CT

CT

CU

CWP

DC

DF

DH or DUH

DHWCP

DISC

DOAS

DPST

DPDT

DSCU

DSHP

DSS

DWBP

DX

EC

EF

ELEC

EMH

EMT

E or EMER

EPA

EQUIP

ERV

ERU

EXIST or EX

EUH

EXP

EWC

EWH

FACP

FCU

FLEX

FWE

G OR GND

GFGI

GFI

GRS

GUH

GWH

H or HT

HAC

HOA

HP

HP

HT

HVU

HWCP

HWP

AMPERE(S)

AIR COOLED CHILLER

ALTERNATING CURRENT

AIR COMPRESSOR / AIR CURTAIN

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

AMMETER

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BOILER

BRANCH CONTROLLER

BARE COPPER WIRE

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

CLOSED CIRCUIT TELEVISION

CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CHILLER

CHILLED WATER CIRCULATING PUMP IN A

PRIMARY-SECONDARY SYSTEM

CHILLED WATER PUMP

CHILLED WATER SUPPLY PUMP IN A PRIMARY-

SECONDARY SYSTEM

CIRCUIT

COMMUNICATIONS MANHOLE

CONDENSATE PUMP

CONTROL POWER TRANSFORMER

COMPUTER ROOM AC UNIT

COLOR RENDERING INDEX

CURRENT TRANSFORMER

COOLING TOWER

COPPER OR CONDENSING UNIT

CONDENSER WATER PUMP

DEPTH

DIRECT CURRENT

DESTRATIFICATION FAN

DUCT HEATERS

DOMESTIC HOT WATER CIRCULATING PUMP

DISCONNECT SWITCH

DEDICATED OUTSIDE AIR SYSTEM (UNIT)

DOUBLE POLE SINGLE THROW

DOUBLE POLE DOUBLE THROW

DUCTLESS SPLIT CONDENSING UNIT (POWERS

THE DSS INDOOR UNIT)

DUCTLESS SPLIT HEAT PUMP (POWERS THE

DSS INDOOR UNIT)

DUCTLESS SPLIT SYSTEM (INDOOR UNIT)

DOMESTIC WATER BOOSTER PUMP

DIRECT EXPANSION (DX) COOLING COIL

EMPTY CONDUIT

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

EMERGENCY

EFFECTIVE PROJECTED AREA

EQUIPMENT

ENERGY RECOVERY VENTILATOR

ENERGY RECOVERY UNIT

EXISTING

ELECTRIC UNIT HEATER

EXPLOSION PROOF

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUSE

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLEXIBLE

FURNISHED WITH EQUIPMENT

GROUND

GOVERNMENT FURNISHED GOVERNMENT

INSTALLED

GROUND FAULT INTERRUPTER

GALVANIZED RIGID STEEL CONDUIT

GAS UNIT HEATER

GAS WATER HEATER

HEIGHT

HEATED AIR CURTAIN

HAND-OFF AUTOMATIC

HORSE POWER

HEAT PUMP (OUTDOOR PORTION OF SPLIT

SYSTEM HEAT PUMP, USE CU FOR

STANDARD DX OUTDOOR UNIT)

HEAT TRACKING

HEATING/VENTILATING UNIT

HEATING WATER CIRCULATING PUMP IN A

PRIMARY-SECONDARY SYSTEM

HEATING WATER SUPPLY IN A PRIMARY-ONLY

SYSTEM

HWRP

HWSP

HWUH

HZ

IDS

IMC

IRH

J OR JB

K

KAIC

KCM OR KCMIL

KEF

KH

KV

KVA

KW

KWHR

L

LA

LAN

LAV

LTG

MAU

MAX

MCA

MCB or MB

MCC

MGB

MH

MIN

MLO

MOD

MT or MTD

MRS

N

NEC

NEMA

NFPA

NC

NESC

NL

NO

NTS

P

PA

PDU

PF

PH

PIU

PMT

PNL

PTAC

PVC

RECEPT or RECP

RF

RH

RMC

RMS

RTU

RVNR

SA

SCCR

SD

SF

S/N

SP

SPD

SPDT

SPEC

SPST

SWBD

SWGR

TMGB

TOL

TP

TYP

U

UH

UG

UIO

UL

UTP

V

VA

VAV

VEF

VM

VRF

W

WC

WEF

WH

WHDM

WSHP

WP

XFMR

Z

HOT WATER RECIRCULATION PUMP

HEATING WATER SUPPLY PUMP IN A PRIMARY-

SECONDARY SYSTEM

HOT WATER UNIT HEATER

HERTZ

INTRUSION DETECTION SYSTEM

INTERMEDIATE METAL CONDUIT

INFRARED HEATER

JUNCTION BOX

KILO

THOUSAND AMPERE INTERRUPTING CAPACITY

THOUSAND OF CIRCULAR MILS

KITCHEN EXHAUST FAN

KITCHEN HOOD

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT-HOUR

LENGTH

LIGHTNING ARRESTOR

LOCAL AREA NETWORK

LAVATORY

LIGHTING

MAKE-UP AIR UNIT

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN GROUND BAR

MANHOLE or MOUNTING HEIGHT

MINIMUM

MAIN LUGS ONLY

MOTOR OPERATED DAMPER

MOUNT or MOUNTED

MOTOR RATED SWITCH

NEUTRAL

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NORMALLY CLOSED

NATIONAL ELECTRICAL SAFETY CODE

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

POLE(S) or PUMP

PUBLIC ADDRESS

POWER DISTRIBUTION UNIT

POWER FACTOR

PHASE

VAV TERMINAL UNIT WITH PARALLEL OR

SERIES FAN (PRIMARY INDUCTION UNIT)

PAD MOUNTED TRANSFORMER

PANEL OR PANELBOARD

PACKAGED THRU-WALL AIR CONDITIONER

POLYVINYL CHLORIDE

RECEPTACLE

RETURN FAN

RADIANT HEATERS (ELECTRIC)

RIGID METAL CONDUIT

ROOT MEAN SQUARE

ROOF TOP UNIT

REDUCED VOLTAGE NON-REVERSING

SURGE ARRESTOR

SHORT CIRCUIT CURRENT RATING

SMOKE DAMPER

SUPPLY FAN

SOLID NEUTRAL

SUMP PUMP

SURGE PROTECTIVE DEVICE

SINGLE POLE DOUBLE THROW

SPECIFICATIONS

SINGLE POLE SINGLE THROW

SWITCHBOARD

SWITCHGEAR

TELECOMMUNICATIONS MAIN GROUNDING

BUSBAR

THERMAL OVERLOAD

TWISTED PAIR

TYPICAL

URINAL

UNIT HEATER

UNDERGROUND

UNLESS INDICATED OTHERWISE

UNDERWRITERS LABORATORY

UNSHIELDED TWISTED PAIR

VOLTS

VOLT AMPERES

VAV TERMINAL UNIT

VEHICLE EXHAUST FAN

VOLTMETER

VARIABLE REFRIGERANT FLOW SYSTEM

WATTS or WIRE or WIDTH

WATER CLOSET

WELDING EXHAUST FAN

WATER HEATER

WATTHOUR DEMAND METER

WATER SOURCE HEAT PUMP

WEATHERPROOF

TRANSFORMER

IMPEDANCE

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

EXISTING CONDITIONS AND MATERIAL NOTES:

FIELD VERIFY ALL EXISTING CONDITIONS OF TRANSFORMERS AND

CONDUCTORS BEFORE BID AND INSTALLATION.

ALL CONDUITS ASSUMED TO BE 4" C. UNLESS OTHERWISE NOTED.

ALL CONDUCTORS ARE ASSUMED TO BE OKONITE BRAND 2/0

COPPER COMPACT STRANDED SHIELDED CABLE TYPE 105/133%

INSULATION CATALOG NUMBER 155-23-3117 WITH A #4/0 COPPER

GROUND PULLED WITH EACH SET OF THREE(3) 15KV CABLES

BETWEEN MANHOLES, TRANSFORMERS AND SWITCHGEAR.

TERMINATIONS ARE ASSUMED TO BE THE FOLLOWING

· 200A LOAD-BREAK ELBOW - ELASTIMOLD BRAND 2/0 CATALOG

NUMBER 166LRR-GAB-250 TRANSFORMER TERMINATIONS OR

EQUIVALENT.

· 200A STRAIGHT PLUG-ELASTIMOLD BRAND 2/0 CATALOG NUMBER

151-SP-GB40 MANHOLE TERMINATIONS OR EQUIVALENT.

· 200A STRAIGHT RECEPTACLE-ELASTIMOLD BRAND CATALOG

NUMBER 151-SR-GB40 MANHOLE TERMINATIONS OR EQUIVALENT.

· 200A TEE SPLICE-ELASTIMOLD BRAND CATALOG NUMBER 150T

MANHOLE TERMINATIONS OR EQUIVALENT.

· GROUNDING DEVICE/SHIELD ADAPTER-ELISTIMOLD BRAND

CATALOG NUMBER 20MA REQUIRED FOR ALL ELBOW, PLUG, AND

RECEPTACLE TERMINATIONS OR EQUIVALENT.

PHASING NOTES:

· GOVERNMENT PERSONNEL IS REQUIRED FOR ALL POWER

SWITCHING.

· WORK HOURS FOR ITEMS THAT REQUIRE POWER TO BE

DISCONNECTED SHALL BE CONDUCTED DURING THE HOURS OF

7AM ON SATURDAYS TO 7PM ON SUNDAYS. OTHER WORK IS

ACCEPTABLE ANY OTHER TIMES SUCH THAT THE WORK DOES

NOT IMPEDE NORMAL BUSINESS FUNCTIONALITY.

· TRANSFORMERS SHALL BE PHASED PER LOOP DISCONNECTED.

· EACH TRANSFORMER SHALL BE REPLACED DURING A SINGLE

OUTAGE SUCH THAT NORMAL FUNCTIONALITY OF THE

BUILDING CAN RESUME UPON COMPLETION.

· EACH MANHOLE SPLICE REPAIR SHALL BE COORDINATED WITH

LOOP DISCONNECTED.

· TRANSFORMER AND MANHOLE WORK PLAN SHALL BE

COORDINATED WITH VA PRIOR TO WORK COMMENCEMENT.

· WORK SHALL BE PERFORMED ON ONLY ONE LOOP AT A TIME

TO MINIMIZE OUTAGES.

· CONTRACTOR SHALL ADHERE TO ALL VA AND OSHA

LOCK-OUT-TAG-OUT PROCEDURES.

· SEE SCHEDULE ON E501 FOR ADDITIONAL INFORMATION ON

LOOPS FEEDING TRANSFORMERS AND CONNECTIONS IN

MANHOLES. FIELD VERIFY ALL CONNECTION FEEDERS PRIOR

TO WORK COMMENCEMENT.

· MISSION CRITICAL BUILDINGS (22, 69, 102) SHALL HAVE

TEMPORARY POWER PROVIDED BY GENERATORS DURING

TIMES OF OUTAGES. EXISTING STANDBY GENERATORS ARE

PRESENT AT BUILDINGS 69 AND 102. COORDINATE WITH VA

PRIOR TO DISCONNECTION OF POWER AND ALL CONNECTION

REQUIREMENTS.

D. CURRENT REVISIONS OF THE VA TIL/DESIGN GUIDE

ELECTRICAL GENERAL

NOTES

12.

ALL MANHOLES INDICATED ON DRAWINGS SHALL HAVE NEW LOCKABLE COVER PER VA PSRDM.

SCOPE OF WORK NOTES:

PROJECT CONSISTS OF THE FOLLOWING ITEMS:

1. TRANSFORMER REPLACEMENT IN SAME LOCATION AS INDICATED.

1.1. NEW PME DEVICES WILL BE PROVIDED AT EACH TRANSFORMER.

1.2. TRANSFORMER REPLACEMENT SHALL HAVE A PHASING PLAN AS

DETAILED IN SPECIFICATIONS.

1.3. ALL EXISTING CONDUIT AND CONDUCTORS ARE TO REMAIN.

1.4. PROVIDE GROUNDING AS INDICATED IN SPECIFICATIONS FOR ALL

TRANSFORMERS INDICATED.

1.5. LOOP FEED OPTION, UNDER OIL 3‐ TWO POSITION SWITCHES,

ENVIROTEMP FR3, FE.

1.6. SHALL BE COOPER WINDINGS.

1.7. PRIMARY CONNECTIONS SHALL BE 200A DEAD FRONT LOAD BREAK

WELLS & INSERTS.

1.8. SURGE ARRESTORS DISTRIBUTION CLASS ONE FOR EACH PHASE.

1.9. SHALL BE EQUIPPED WITH EXTERNAL FLUSH OR SURFACE MOUNTED

ENCLOSURE CONTAINING OIL SAMPLING PORT, PRESSURE GAUGE,

PRESSURE RELIEVE VALVE AND NITROGEN FILL VALVE.

1.10. SHALL BE EQUIPPED WITH PRIMARY AND SECONDARY DOOR IR

WINDOWS.

2. MANHOLE REFURBISHMENT AS INDICATED

2.1. CABLE SPLICES (STRAIGHT, T'S, L'S, AND X'S) PER MANHOLE SHALL BE

REPLACED IN KIND.

2.2. STRUCTURAL REFURBISHMENT AS INDICATED ON STRUCTURAL

DRAWINGS.

2.3. ALL EXISTING CONDUIT AND CONDUCTORS ARE TO REMAIN.

2.4. PROVIDE GROUNDING AS INDICATED IN SPECIFICATIONS FOR ALL

MANHOLES INDICATED.

3. INSTALLATION OF SECTIONALIZERS

3.1. NEW CONCRETE PAD PER STRUCTURAL

3.2. PROVIDE DUCT BANK PER DETAILS ON SHEET E-502. PROVIDE LONG

RADIUS SWEEPING 90 DEGREE CONNECTIONS.

3.3. SEE DETAILS ON SHEET E501.

3.4. CONNECTIONS SHALL BE EXTENDED FROM MANHOLE INDICATED ON

MANHOLE SCHEDULE.

4. CONTRACTOR TO VERIFY ALL ELECTRICAL FEEDER LOOPS WITHIN

MANHOLES AND DOCUMENT INFOMRATION IN AS-BUILT TABLE ON SHEET

E-503.

SEE SHEET E501 FOR ADDITIONAL INFORMATION.

CAVHS M&O STANDARDS FOR SYSTEM, EQUIPMENT, MATERIAL COMPATIBILITY AND

INTERCHANGEABILITY WITH EXISTING EQUIPMENT SHALL BE FOLLOWED. CAVHS SHALL PROVIDE

COPIES OF DOCUMENTATION TO CONTRACTORS PRIOR TO BID.

E. CAVHS M&O ELECTRICAL STANDARDS

F. CURRENT REVISIONS OF THE VA ELECTRICAL DESIGN GUIDE

GENERAL PHASING NOTES

A. LOOPS THAT FEED TRANSFORMERS AND MANHOLES ARE

INDICATED ON THE ENLARGED PLANS WITH RESPECTIVE TAGS.

CONTRACTOR SHALL ADJUST THE NUMBER OF ITEMS REPLACED

AS NEEDED BASED ON MANPOWER. COORDINATE ANTICIPATED

ITEMS AND SUBMIT TO COR FOR APPROVAL.

B. THE INTENT IS FOR MULTIPLE TRANSFORMERS OR SPLICES ON

THE SAME LOOP TO BE REPLACED AT THE SAME TIME AT THE

DIRECTION OF THE COR.

C. CONTRACTOR CAN WORK MULTIPLE CREWS ON MORE THAN ONE

TRANSFORMER OR MANHOLE ON THE LOOPS THAT ARE

DISCONNECTED BY THE VA.

D. WORK SCHEDULE AND ANTICIPATED TRANSFORMER AND

MANHOLE WORK MUST BE COORDINATED WITH THE COR AND

VAMC STAFF PRIOR TO WORK COMMENCEMENT.

E. CONTRACTOR SHALL COORDINATE WITH AND OBTAIN APPROVAL

FROM THE COR AND VAMC STAFF ON WHICH TRANSFORMERS

AND MANHOLES ARE AVAILABLE FOR WORK.

F. REFER TO BELOW PHASING NOTES AND SHEETS E-401 THROUGH

E-406 FOR ADDITIONAL INFORMATION.

G. SEE MANHOLE AND TRANSFORMER SCHEDULES ON E-501 FOR

SPECIFIC INFORMATION ON EACH MANHOLE AND TRANSFORMER.

H. ALL WORK MUST BE COMPLETED DURING THE TIMES INDICATED

IN BELOW PHASING NOTES.

G. NFPA 70E, OSHA AND VA LOTO PROCEDURES

MANHOLE 32-1

MANHOLE 32-2

MANHOLE 34

MANHOLE 34-2

MANHOLE 40

MANHOLE 30

MANHOLE 31

MANHOLE 29

MANHOLE 15A

MANHOLE 3

MANHOLE 2

MANHOLE 46NF

MANHOLE 4

MANHOLE D*

MANHOLE 5*

MANHOLE 5A*

MANHOLE C MANHOLE 43 MANHOLE 22*

MANHOLE NF*

MANHOLE 35

MANHOLE HH

MANHOLE 36

MANHOLE 8D

MANHOLE 8C*

MANHOLE J

MANHOLE 8A*

MANHOLE 8

MANHOLE 148

MANHOLE 7

MANHOLE 6

MANHOLE 33

MANHOLE NF*

MANHOLE 27A MANHOLE 27B

MANHOLE 27C

MANHOLE 27*

MANHOLE 26*

MANHOLE B

MANHOLE 24NF*

MANHOLE 45-2MANHOLE 45

TWO (2) NEW SECTIONALIZER CABINETS AT THIS LOCATION.

INSTALLATION OF TWENTY (20) BOLLARDS ANTICIPATED AT

THIS LOCATION SEE DETAIL 5/S301.

TWO (2) NEW SECTIONALIZER

CABINETS AT THIS LOCATION

MANHOLE 49

MANHOLE 10

TRANSFORMER 16*

MANHOLE 17NF

MANHOLE K

MANHOLE J

MANHOLE 39

MANHOLE 38

MANHOLE 37

MANHOLE 8B

MANHOLE 13

MANHOLE I*

MANHOLE 14NF* MANHOLE 14A*

MANHOLE NF*

TRANSFORMER 1

TRANSFORMER 3 AND 4

TRANSFORMER 5

TRANSFORMER 6

TRANSFORMERS 7 AND 8

TRANSFORMER 9

TRANSFORMERS 10 AND 11

TRANSFORMER 13

TRANSFORMER 12

TRANSFORMER 34

TRANSFORMER 35

TRANSFORMER 32

TRANSFORMER 29

TRANSFORMER 30

TRANSFORMER 17

TRANSFORMER 33*

TRANSFORMERS 19 AND 20*

TRANSFORMER 18

TRANSFORMERS 21 AND 22

TRANSFORMER 15

TRANSFORMER 14

TRANSFORMER 27*

TRANSFORMERS 25* AND 26*

TRANSFORMER 28

TRANSFORMER 31

TRANSFORMER 24

TRANSFORMER 23

MANHOLE 12* MANHOLE J1*

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

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

EUGENE J. TOWBIN HEALTHCARE CENTER -

REPLACE UNDERGROUND 15KV FEEDER

SEPARABLE CONNECTORS AND

TRANSFORMERS

2200 FORT ROOTS DRIVE,

NORTH LITTLE ROCK, AR 72114

598-19-112

As Shown Project Director

07/31/2025Revisions: Date: F.KEELS J.POWELL

PROJECT 598-19-112 "REPLACE

UNDERGROUND 15KV FEEDERS AND

TRANSFORMERS" NAME WAS REVISED TO

REFLECT AN APPROVED SCOPE CHANGE.

E101

OVERALL UTILITY PLAN

ELECTRICAL SHEET NOTES:

1. SEE SHEET E501 FOR ADDITIONAL INFORMATION.

2. SEE SHEETS E401 THROUGH E406 FOR ADDITIONAL INFORMATION.

3. FEEDER LOOPS INDICATED ON SHEETS E401 THROUGH E406.

4. TYPICAL TRANSFORMER DETAILS SHOWN ON SHEET E502.

5. SECTIONALIZER DETAILS SHOWN ON SHEET E501.

6. “*” SYMBOL INDICATES TRANSFORMERS AND MANHOLES THAT ARE NOT

INCLUDED IN THE CURRENT SCOPE OF WORK AND ARE SHOWN FOR

REFERENCE ONLY.

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FOURTH STREET

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ENGINEERING TRAINING CENTER

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ENGINEERING TRAINING CENTER

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EDUCATION & MENTAL HEALTH SVC.

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HUMAN RESOURCES MANAGEMENT SVC.

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HUMAN RESOURCES MANAGEMENT SVC.

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EAST DRIVE

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PARKING

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STORAGE

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PARKING

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HILL ROAD

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NORTH DRIVE

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ENGINEERING STORAGE

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WATER TANK & TOWER

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FLAGPOLE

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SINGLE GARAGE

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FISCAL/A&MMS

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QUARTERS

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PATIENT DORM.

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EMS STORAGE

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TELEPHONE & STORAGE

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FIREMAN'S DORM.

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DISTRICT COUNSEL

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FISCAL

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ENGINEERING - MASON SHOP

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ENGINEERING SHOPS

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DUPLEX QUARTERS

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FIRE STATION

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ENGINEERING SHOPS

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TRANSPORTATION

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SINGLE QUARTERS

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DUPLEX QUARTERS

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DUPLEX QUARTERS

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DUPLEX QUARTERS

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ENGINEERING

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ENG. TRAINING CTR. STORAGE

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PARKING

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ENG. COMM. OFFICES

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ENG. COMM. OFFICES

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ENGINEERING OFFICES

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GROUNDS

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PARKING

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MAIN CIRCLE DRIVE

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HISTORICAL

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FORT ROOTS

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PARKING

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PARKING

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PARKING

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THIRD STREET

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PARKING

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SCENIC DRIVE

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PATIENT TOILET (INACTIVE)

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TRANSFORMER PAD (BLDG. 68)

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TRANSFORMER PAD (BLDG 69)

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ELECT. UNIT SUB-STATION

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CONDENSING UNIT (BLDG 182)

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STORAGE BLDG.(CADDY HOUSE)

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UNDERGROUND PIPING (BLDG)

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SECURITY TRAINING CENTER

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UNDERGROUND FUEL TANK

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ENGINEERING - GROUNDS

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AutoCAD SHX Text 61.

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THREE CAR GARAGE

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AUDIOLOGY, EMS, RMS, REGIONAL OFFICE

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ENGINEERING TRAINING CENTER HOUSING

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RMS PSYCH. MENTAL HYGIENE CLINIC

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OFFICE OF INFO. MANAGEMENT

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LAW ENFORCEMENT TRAINING CENTER

AutoCAD SHX Text 102.

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AUDITORIUM

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VACANT

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LAUNDRY

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GREENHOUSE

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ENGINEERING SHOPS

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ENGINEERING SHOPS

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SINGLE QUARTERS

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VAMC DIRECTOR'S OFFICE

AutoCAD SHX Text 158.

AutoCAD SHX Text 117.

AutoCAD SHX Text 159.

AutoCAD SHX Text 106.

AutoCAD SHX Text 115.

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AutoCAD SHX Text 107.

AutoCAD SHX Text 104.

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AutoCAD SHX Text 105.

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VACANT

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RESERV0IR

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GATEHOUSE

AutoCAD SHX Text M.H.S., O.R.M., E.M.P.

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BALLFIELD BLEACHERS

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WATER TANK & TOWER

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ATHLETIC DRESSING ROOMS

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MECHANIC STORAGE BLDG.

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ENGINEERING SHOPS

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NUTRITION & FOOD SVC.

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SEVEN CAR GARAGE

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BOILER PLANT

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EDUCATION &DAYCARE

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CLINICAL SUPPORT

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REGIONAL OFFICE

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HEXAGON PED. SHELTER

AutoCAD SHX Text 1154.

AutoCAD SHX Text 289.

AutoCAD SHX Text 276.

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AutoCAD SHX Text T167.

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WATER PUMPING PLANT

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COOLING TOWER

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EMERGENCY GENERATOR

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FREE-STANDING GEN.

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ENGINEERING STORAGE

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ENGINEERING STORAGE

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STORAGE

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STORAGE

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RMS - CWT

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ANIMAL STOR. BLDG.

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EMERGENCY GENERATOR

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GASOLINE STATION

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PATIENT TOILET

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WAREHOUSE

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CADDY HOUSE

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ANIMAL STOR. BLDG.

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PATIENT BUILDING

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STORAGE

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GOLF COURSE

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BUILDING SCHEDULE

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X-RAY TRAINING & SWITCHBOARD

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TEN CAR GARAGE

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FIVE CAR GARAGE

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RECREATION SHELTER

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BARSCREEN HOUSE

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VACANT

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PINE STREET

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FIRST STREET

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PARKING

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ATHLETIC FIELD

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CYPRESS STREET

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PULASKI TECHINICAL COLLEGE

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EMERGENCY STORAGE

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SECURITY TRAINING CENTER

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SECURITY TRAINING CENTER

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NEW HYDRANT

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IN 97 PROJECT

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WITH NEW VALVE

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AND TAP HERE

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OLD HYDRANT

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REMOVED AND

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LINE CAPPED

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STORAGE

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STORAGE

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STORAGE

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SCALE: NTS

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NORTH

FEEDER LOOP 1

MANHOLE 32-2

MANHOLE 34

MANHOLE 34-2

MANHOLE 15A

MANHOLE 3

MANHOLE 2

MANHOLE 46NF

MANHOLE 4

MANHOLE D*

MANHOLE 5*

MANHOLE 5A*

MANHOLE 35

MANHOLE HH

MANHOLE 36

MANHOLE 8D

MANHOLE 8C*

MANHOLE 7

MANHOLE 6

MANHOLE 33

TRANSFORMER 16*

TRANSFORMER 5 TRANSFORMER 6

TRANSFORMER 34

TRANSFORMER 35

TRANSFORMER 17

TRANSFORMER 33*

TRANSFORMERS 19 AND 20*

TRANSFORMER 18

TRANSFORMER 1

TRANSFORMER 3 AND 4

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Project…