AUG 2021.07.30_598-19-120_Construction Documents Addendum #1_Drawings.pdf

PROJECT INFORMATION

REPLACE HIGH VOLTAGE FEED

VISN 16: SOUTH CENTRAL VA HEALTHCARE NETWORK

FORT ROOTS, NLR, AR

PROJECT NUMBER: 598-19-120

PROJECT INFORMATION

DESIGN FOR EXISTING OVERHEAD POWER TRANSMISSION AND

COMMUNICATION LINES TO BE DEMOLISHED AND DESIGNED AS A

NEW UNDERGROUND UTILITY, REPLACE TRANSFORMER

BUILDING SUMMARY

GROSS AREA: N/A SF

MAIN USE: UTILITY

PROJECT INFORMATION

DEDUCT ALTERNATES

DEDUCT ALTERNATE #1: DEDUCT ONE (1) 4" DATA CONDUIT FROM

BUILDING 1154 UP TO MANHOLE #30.

DEDUCT ALTERNATE #2: DEDUCT NEW PAD MOUNTED TRANSFORMER

AT BUILDING 1154. EXISTING TRANSFORMER TO REMAIN.

N

N

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

NOT TO SCALE

CAMPUS MAP

NOT TO SCALE

VICINITY MAP

PUMP

HOUSE

#1154

7/

/2

7:

:3

AM

C :\U se rs

\ts te ve ns

\R ev it Lo ca l\5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

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st ev en s.

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COVER SHEET CONSTRUCTION

DOCUMENTS

REPLACE HIGH VOLTAGE FEED NLR

2020.08.07 RR TS

GI001

JDA PROJECT #: 2018.001

REPLACE HIGH VOLTAGE FEED NLR

PROJECT No: 598-19-120

CENTRAL ARKANSAS VETERANS HEALTHCARE SYSTEM

2200 FORT ROOTS DRIVE

NORTH LITTLE ROCK, AR 72114

CONSTRUCTION DOCUMENTS

598-19-120

FORT ROOTS

SHEET INDEX

NUMBER NAME

35% SCHEMATIC

DESIGN

2020.01.21

65% DESIGN

DEVELOPMENT

2020.04.17

95% SUBMISSION

DOCUMENTS

2020.06.18

CONSTRUCTION

DOCUMENTS

GENERAL INFORMATION

GI001 COVER SHEET X X X X

GI002 STANDARD ABBREVIATIONS X X

CIVIL

CS101 NEW SITE PLAN X X X X

CS102 NEW SITE PLAN X X X X

ARCHITECTURAL

AS101 PUMP HOUSE / TRANSFORMER PLAN X X X

AS102 ARCHITECTURAL SITE ENLARGED PLAN & DETAILS X X X

PLUMBING

PS101 SITE PLAN -BUILDING 1154 - PLUMBING NEW X X X X

ELECTRICAL

ED101 SITE PLAN -BUILDING 1154 - POWER DEMOLITION X X X X

ED102 SITE PLAN - PARADE GROUNDS - POWER DEMOLITION X X X X

ES101 SITE PLAN -BUILDING 1154 - POWER NEW X X X X

ES102 SITE PLAN AND SINGLE LINE - 1154 POWER X X X X

TELECOMMUNICATIONS

EJ101 COMMUNICATIONS DEMOLITION - BUILDING 1154 X

EJ102 COMMUNICATIONS DEMOLITION - PARADE GROUNDS X

ET101 COMMUNICATIONS NEW -BUILDING 1154 X

ET102 COMMUNICATIONS NEW -PARADE GROUNDS X

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

1 ADDENDUM #1 7/30/21

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

7/

/2

7:

:5

AM

C :\U se rs

\ts te ve ns

\R ev it Lo ca l\5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

_t od d.

st ev en s.

rv t

STANDARD ABBREVIATIONS CONSTRUCTION

DOCUMENTS

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

2020.08.07 TS EW

598-19-120

GI002

JDA PROJECT #: 2018.001

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SMS SHEET METAL SCREW

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL

UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE

SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION

CLASSIFICATION

STIF STIFFENER

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUB

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCT

STL

STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPENDED

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SNTHETIC

SYS SYSTEM

T

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL,

TEMPERATURE CONTROL PANEL,

OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TLT TOILET

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF ______

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TYP TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

U.O.N. UNLESS OTHERWISE NOTED

V

VC VA FURNISHED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE OR

VITRIFIED CLAY TILE

VENT VENTILATION

VERT VERTICAL

VIF VERIFY IN FIELD

VV VA FURNISHED / VA INSTALLED

W

W/ WITH

WD WOOD

WP WALL PROTECTION

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R

R RADIUS OR RISER

RA RETURN AIR

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER

BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REMOTE CONTROL

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION

OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE, REINFORCED, OR

REINFORCING

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

S

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE

CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID

CORE

SCH SCHOOL

SCHED SCHEDULE, SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE

DETECTOR, OR SOAP DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL

FLASH

SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SJ SCORED JOINT

SJI STEEL JOIST SLIDING WINDOW

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O

O OXYGEN

O/H OVER HEAD

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE

DIMENSION

OFD OVERFLOW DRAIN

OFF OFFICE

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSIE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE

RADIUS

ORD ORDNANCE OR OVERFLOW ROOF

DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OUT OUTLET

OZ OUNCE

P

PAR PARALLEL OR PARAPET

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR

PORTLAND CEMENT

PCA PORTLAND CEMENT

ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHAR PHARMACY

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PIV POST INDICATOR VALVE

PKG PACKAGE

PL PROPERTYLINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

OR PURCHASE ORDER POST

OFFICE

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMAIC TUBE, OR

PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

Q

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE OR QUART

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING

CONCRETE

LYR LAYER

M

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTAIN, MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM O MEDIUM

MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMBO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM

MIN MINIMUM MINUTE OR MINUTE

MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR

OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEC NATIONAL ELECTRICAL CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOICE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

H

H HIGH

H PLAM HIGH PRESSURE PLASTIC

LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGAR

HM HOLLOW METAL OR

HECTOMETER

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND

FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR

HORSEPOWER

HQ HEADQUARTERS

HR HOUR

HRS HOURS

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HSE HOUSE

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I

I INTERSTATE (HIGHWAY) OR

MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE

DIAMETER, OR INTERIOR DESIGN

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATED, INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE

ASSEMBLY

IWH INSTANANEOUS WATER HEATER

J

J-BOX JUNCTION BOX

JAN JANITOR

K

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LATENT

HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FH FLAT HEAD OR FLAT HEAD

SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FLUOR FIX FLUORESCEN FIXTURE

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF

CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF CURB

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR

FIREPROOF OR FLAT PANEL

DOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT,

OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER

OR FIBERGLASS REINFORCED

PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUT

FWC FABRIC WALL COVERING

G

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON, GALLONS

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED

GFRG GLASS-FIBER-REINFORCED

GFRP GLASS-FIBER-REINFORCED

PLASTIC

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CTLINDER LOCK

D

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR

DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DOOR, DRAIN, DRESSING ROOM,

OR DRIVE

DR CL DOOR CLOSER

DR FR DOOR FRAME

DR OPNG DOOR OPENING

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E

E EAST

E LABEL CLASS E DOOR

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC, ELECTRICAL

ELEC DR

OP

ELECTRIC DOOR OPENER

ELEV ELEVATOR

ELEVS ELEVATIONS

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION

AGENCY

EPDM ETHYLENE PROPYLENE DIENE

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXST GR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR

EXTINGUISHER

EXT GR EXTERIOR GRADE

F

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

BOT BOTTOM

BR BEDROOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BU BUSHEL

BUR BUILT-UP ROOFING

C

C CELSIUS CHANNEL OR CHANNEL

CELSIUS

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

C TO C CENTER TO CENTER

C/C CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

C/VA CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CAB CABINET

CAC CEILING ATENUATION CLASS

CB CATCH BASIN OR CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT, CEMENTITIOUS

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CENTER OF GRAVITY OR

CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL

FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULATING, CIRCULAR

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LIINE

CLDG CLADDING

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

cm2 SQUARE CENTIMETER cm3 CUBIC CENTIMETER

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE,

CERTIFICATE OF OCCUPANCY,

CLEAN OUT, OR COMPANY

co2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINAION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS

INSTITUTE

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

A

A LABEL CLASS A DOOR

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AAMA AMERICAN ARCHITECTURAL

MANUFACTURERS ASSOCIATION

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR

ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ACT

ADB AUTOMATIC DOOR BOTTOM

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR

ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGA AMERICAN GAS ASSOCIATION,

ASSOCIATED GENERAL

CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF

ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE, ALTERNATIVE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLAYWOOD

ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE, APPROXIMATELY

APT APARTMENT

AR AS REQUIRED

ARCH ARCHITECT, ARCHITECTURAL

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL

INSTRUCTION

ASKLR AUOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

ATCH ATTACHMENT

ATM AUTOMATIC TELLER MACHINE

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO-VISUAL

AVE AVENUE

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL

WOODWORKING INSTITUTE

AWPA AMERICAN WOOD PRESERVERS'S

ASSOCIATION

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B

B LABEL CLASS B DOOR

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEV BEVEL

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

UGD

UGE UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD20

EA

S

EM

EN

T

LOCATION OF

EXISTING ELECTRICAL &

FIBRE MANHOLES "30"

NEW PMH-9 SWITCH ON SLAB

(2) NEW CONDUITS & CONDUCTORS

FROM MH30 TO NEW PMH-9 SWITCH

'HUBBELL' QUAZITE BOX WITH LOCKING LID. OPEN

BOTTOM, WITH (2) MOUSE HOLES AT EACH END.

(102 13/16"L x 54" 5/8"W x 48"D)

FORK

ROUTE FOR NEW UNDERGROUND DATA CONDUIT BORING.

PROVIDE (2) 4" CONDUIT BORED DIRECTLY INTO

UNNAMED DATA MANHOLE NEAR POWER MH30.

ROUTE FOR NEW UNDERGROUND ELECTRICAL AND

COMMUNICATION BORINGS

4" CONDUITS: (4) TOTAL, (2) ELECTRICAL & (2) DATA

PROVIDE (2) 4" CONDUITS FOR DATA.

DEDUCTIVE ALTERNATE #1 IS TO DEDUCT (1) 4" DATA CONDUIT

PROVIDE (2) 4" CONDUITS FOR DATA.

DEDUCTIVE ALTERNATE #1 IS TO DEDUCT

(1) 4" DATA CONDUIT

NOTE:

CONTRACTOR TO REMOVE ALL OVERHEAD TRANSMISSION

POLES BETWEEN BUILDING 1154 AND MANHOLE #30.

(COORDINATE WITH ELECTRICAL & DATA)

0 10 20 4020

1 inch = 20ft.

( IN FEET )

PLAN SCALE

W :\2

9\

-5

R ep la ce

O ve rh ea d Li ne s w ith

U nd er gr ou nd

D uc t a t V

A F or t R oo ts

, N or th L itt le

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\C iv il\

-5

4- D

E S

IG

N

.d w g

/6 /2 at

1:

am

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORDSTAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

NEW SITE PLAN REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

598-19-120

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72701

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

RJM DLR

CS101

D 1/

C S

M

A

TC

H

LI

N E

D 1/

C S

M

A

TC

H

LI

N E

NEW WORK SITE UTILITY PLAN - NORTH

SCALE: 1"=20'-0"E1

6"

MIN.

3"

MIN.

3"

MIN.

M

IN

(2) 4" DIA.

SDR11 HDPE DUCTS

FOR DATA

TYPICAL BORE DETAIL

N.T.S

EXISTING GROUND

(2) 4" DIA.

SDR11 HDPE DUCTS

FOR ELECTRICAL

CONSTRUCTION

DOCUMENTS

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

DEDUCTIVE ALTERNATE #1

DEDUCT (1) 4" DATA CONDUIT

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

CIRCLE DR

AutoCAD SHX Text

14" OAK

AutoCAD SHX Text

GROUND ELEV. 419.90 BOTTOM OF CROSSING OHE ELEV. 452.20

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

POSSIBLY ELECTRIC

AutoCAD SHX Text

CONTOURS TO SOUTH ARE FROM P.A.G.I.S. & NOT FIELD VERIFIED

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

12" CREPE MYRTLE

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

14" OAK

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

"SPEED LIMIT 20"

AutoCAD SHX Text

28" OAK

AutoCAD SHX Text

15" CREPE MYRTLE

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

12" CREPE MYRTLE

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

15" CREPE MYRTLE

AutoCAD SHX Text

15" CREPE MYRTLE

AutoCAD SHX Text

12" CREPE MYRTLE

AutoCAD SHX Text

TWIN 12" FORMOSA

AutoCAD SHX Text

12" OAK

AutoCAD SHX Text

36" OAK

AutoCAD SHX Text

18" TREE

AutoCAD SHX Text

20" HOLLY

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

"STOP"

AutoCAD SHX Text

14" TREE

AutoCAD SHX Text

12" TREE

AutoCAD SHX Text

18" CREPE MYRTLE

AutoCAD SHX Text

"YIELD"

AutoCAD SHX Text

MCE CP# 20

AutoCAD SHX Text

MCE CP# 19

AutoCAD SHX Text

8" CREPE MYRTLE

AutoCAD SHX Text

20" OAK

AutoCAD SHX Text

20" CREPE MYRTLE

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text

CONC. SIGN BASE

AutoCAD SHX Text

TRIPLE 2" HOLLY

AutoCAD SHX Text

FLOWER BED

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

16" ROCK WALL

AutoCAD SHX Text

12" ROCK WALL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ELEC. MH #29 RIM 526.41

AutoCAD SHX Text

ELEC. MH# 29 RIM 526.50

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

IG# 1725 RIM 519.05 FULL OF SEDIMENT

AutoCAD SHX Text

IG# 1803 RIM 520.10 FULL OF SEDIMENT

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

BIRD HOUSE

AutoCAD SHX Text

10" ROCK WALL

AutoCAD SHX Text

GATE

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

DRAINAGE BOX 18" HDPE IN FROM N. 18" HDPE OUT TO S. FLOOR INVERT 500.58

AutoCAD SHX Text

DRAINAGE BOX FL IN 18" RCP FROM N. 502.39 FL OUT 24" HDPE TO S. 501.04

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

18" HDPE

AutoCAD SHX Text

24" HDPE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

SPEED BUMP

AutoCAD SHX Text

CIRCLE DR

AutoCAD SHX Text

WEST DR

AutoCAD SHX Text

BUILDING #41

AutoCAD SHX Text

BUILDING #40

UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD UGE+UGD

UG

E+

UG

D

UGE+UGD

EA

S

EM

EN

T

EA

S

EM

EN

T

NEW 3-POINT JUNCTION BOX

NEW 3-POINT JUNCTION BOX

LOCATION OF BORE PIT

BORING ROUTE

(REFERENCE ELECTRICAL SHEETS)

'HUBBELL' QUAZITE BOX WITH LOCKING LID. OPEN

BOTTOM, WITH (2) MOUSE HOLES AT EACH END.

(102 13/16"L x 54" 5/8"W x 48"D)

AT GRADE STEEL ELECTRICAL CONNECTOR CABLE

SF

SF

TEMPORARY STABILIZED CONSTRUCTION

ENTRANCE TO BE LOCATED IN THE FIELD

(SEE DETAIL THIS SHEET)

SILT FENCE

(SEE DETAIL THIS SHEET)

TEMPORARY CONCRETE WASHOUT

(SEE DETAIL THIS SHEET)

SF

SF

S F

ROUTE FOR NEW UNDERGROUND ELECTRICAL AND

COMMUNICATION BORINGS

4" CONDUITS: (4) TOTAL, (2) ELECTRICAL & (2) DATA

PROVIDE (2) 4" CONDUITS FOR DATA.

DEDUCTIVE ALTERNATE #1 IS TO DEDUCT (1) 4" DATA CONDUIT

UG

D

UGE LINE

DATA PEDESTAL

NOTE:

CONTRACTOR TO REMOVE ALL OVERHEAD TRANSMISSION

POLES BETWEEN BUILDING 1154 AND MANHOLE #30.

(COORDINATE WITH ELECTRICAL & DATA)

W :\2

9\

-5

R ep la ce

O ve rh ea d Li ne s w ith

U nd er gr ou nd

D uc t a t V

A F or t R oo ts

, N or th L itt le

R oc k\ D es ig n D ra w in gs

\C iv il\

-5

4- D

E S

IG

N

.d w g

/2 9/ a t 4 :5

9p m

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORDSTAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

0 10 20 4020

1 inch = 20ft.

( IN FEET )

PLAN SCALE

NEW SITE PLAN CONSTRUCTION

DOCUMENTS

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

598-19-120

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72701

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

RJM DLR

CS102

E1 /C

S

M

A

TC

H

LI

N E

E1 /C

S

M

A

TC

H

LI

N E

NEW WORK SITE UTILITY PLAN - SOUTH

SCALE: 1"=20'-0"D1

SILT FENCE

NTS

NOTES:

1. THE SILT FENCE SHALL BE NO GREATER THAN 36" IN HEIGHT.

2. THE SEDIMENT STORAGE SHALL BE NO GREATER THAN 18" IN

HEIGHT.

3. SILT FENCE SHALL NOT BE STAPLED OR TIED TO EXISTING

TREES.

4. SILT FENCE SHALL PARALLEL THE CONTOUR AS CLOSELY AS

POSSIBLE.

5. WHEN USING STANDARD STRENGTH GEOTEXTILE FABRIC FOR

SILT FENCING, WIRE MESH SUPPORT WILL BE REQUIRED.

MESH SUPPORT SHALL BE FASTENED TO THE UP-SLOPE SIDE

OF THE SUPPORT POSTS USING 1" HEAVY DUTY WIRE STAPLES

OR TIE WIRES. THE WIRE MESH SHALL EXTEND INTO THE

TRENCH THE FULL 6" DEPTH, AND SHALL EXTEND ABOVE THE

TRENCH NO GREATER THAN 36" IN HEIGHT.

6. WHEN USING EXTRA STRENGTH GEOTEXTILE FABRIC FOR SILT

FENCING WITHOUT WIRE MESH SUPPORT, THE FABRIC SHALL

BE STAPLED OR WIRE TIED DIRECTLY TO THE SUPPORT

POSTS. THE GEOTEXTILE FABRIC SHALL EXTEND INTO THE

TRENCH THE FULL 6" DEPTH, AND SHALL EXTEND ABOVE THE

TRENCH NO GREATER THAN 36" IN HEIGHT.

7. WHEN POSSIBLE, SILT FENCE SHALL BE CUT FROM A

CONTINUOUS ROLL TO AVOID JOINTS. HOWEVER, WHEN

JOINTING BECOMES NECESSARY, THE FENCE SHALL BE

SPLICED TOGETHER AT A SUPPORT POST ONLY, WITH A 6"

MINIMUM OVERLAP OF THE PREVIOUS FENCE AND NEW FENCE.

BOTH ENDS OF FENCE SHALL BE ATTACHED SECURELY TO THE

SUPPORT POST.

8. SUPPORT POSTS SHALL BE EVENLY SPACED W/ A MAXIMUM

DISTANCE OF 10' BETWEEN EACH SUPPORT POST WHEN

USING WIRE MESH SUPPORT; WHEN WIRE MESH SUPPORT IS

NOT USED, SUPPORT POSTS SHALL BE NO MORE THAN 6'

APART. EACH SUPPORT POST SHALL BE STAKED DOWN INTO

THE GROUND A MINIMUM OF 24".

9. AT THE END OF EACH ROW OF SILT FENCE, THE ENDS OF THE

FENCE SHALL BE TURNED UPHILL. A 24" WIDE x 6" DEEP

TRENCH SHALL BE EXCAVATED UP-SLOPE OF THE FENCE,

ALONG THE LENGTH OF THE FENCE.

10. TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER

THE SILT FENCE.

11. WHEN A SILT FENCE IS NEAR THE TOE OF A SLOPE, FENCE

MUST BE SET 6' FROM SAID TOE.

12. SILT FENCING MAY BE REMOVED ONCE IT IS NO LONGER

NEEDED FOR EROSION CONTROL PURPOSES. HOWEVER,

UP-SLOPE SOILS MUST BE PERMANENTLY STABILIZED PRIOR

TO BEING REMOVED, AND ANY ACCUMULATED SEDIMENT HAS

BEEN REMOVED.

13. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH

RAINSTORM EVENT FOR ANY DAMAGE DONE TO THE SILT

FENCE. ALL SEDIMENT SHALL BE REMOVED FROM THE FENCE

WHEN IT REACHES 13 THE HEIGHT OF THE FENCE, OR 9"

MAXIMUM. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN

AREA THAT WILL NOT CONTRIBUTE TO SEDIMENT OFF-SITE

AND CAN BE PERMANENTLY STABILIZED.

14. WHEN 'J' HOOKS ARE EMPLOYED, THERE SHALL BE AN

OVERLAP OF 2' MIN. BETWEEN UPSLOPE 'J' HOOK AND THE

BEGINNING OF THE DOWNSLOPE 'J' HOOK. EACH HOOK SHALL

HAVE A RADIUS OF 3' MIN.

10' (MAX) W/ WIRE MESH SUPPORT

6' (MAX) W/O WIRE MESH SUPPORT

36"

(MAX)

SUPPORT POST

(STEEL OR WOOD)

ELEVATION

24"

(MIN)

24"x6" TRENCH

(COMPACTED

BACKFILL)

SUPPORT POST

(STEEL OR WOOD)

SILT FENCE

SLOPE

J-HOOKS

2'

MIN.

R3'

SILT FENCE

(TYP)

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE

NTS

PLAN

50' (MIN)

12'

(MIN)

EXISTING GROUND OR

TEMPORARY ROADWAY

DRAIN

DRAIN

CONNECT DRAINAGE

PIPE TO DIVERSION

DITCH (IF NECESSARY)

R20'

EXISTING

PAVEMENT

EXISTING

PAVEMENT

EXISTING GROUND OR

TEMPORARY ROADWAY

R20'

12" (MIN)

SECTION A

AA

NON-WOVEN

FILTER FABRIC

COURSE 'B' STONE

BACKFILL

COURSE 'B' STONE

BACKFILL

NOTES:

1. WHEN NECESSARY, WHEELS SHALL BE

CLEANED PRIOR TO EXITING ONTO PUBLIC

RIGHT-OF-WAYS.

2. CONSTRUCTION ENTRANCE(S) SHALL BE

MAINTAINED TO WHERE TRACKING OF

SEDIMENT IS PREVENTED FROM ENTERING

INTO PUBLIC RIGHT-OF-WAYS. THIS SHALL

INCLUDE, BUT IS NOT LIMITED TO:

ADDITIONAL TOP DRESSING OR REPAIR

AND / OR CLEANING OUT OF ANY

SEDIMENT TRAPPING MEASURES.

3. IF WASHING IS REQUIRED, THIS MEASURE

SHALL BE DONE IN A CRUSHED STONE

STABILIZED AREA WHICH DRAINS INTO A

SEDIMENT TRAP / BASIN.

MAINTENANCE & INSPECTIONS:

1. CONTRACTOR IS TO MAINTAIN THE GRAVEL

ENTRANCE(S) IN SUCH CONDITION AS TO

PREVENT MUD OR SEDIMENT FROM

ENTERING PUBLIC RIGHT-OF-WAYS.

2. CONTRACTOR TO REPLACE GRAVEL WHEN

VOIDS BETWEEN GRAVEL IS NO LONGER

VISIBLE.

3. AFTER EACH SIGNIFICANT STORM EVENT

(>1" / 24HRS), CONTRACTOR TO INSPECT

ALL STRUCTURES USED TO TRAP SEDIMENT

AND REMOVE SEDIMENT AS NECESSARY.

ANY OBJECTIONABLE MATERIALS SPILLED,

WASHED, OR TRACKED INTO PUBLIC

RIGHT-OF-WAYS SHALL BE REMOVED

IMMEDIATELY.

4. ALL SEDIMENT LOCATED ON PAVED

ROADWAYS MUST BE REMOVED WITHIN 24

HOURS.

TEMPORARY CONSTRUCTION ENTRANCE

SPECIFICATIONS:

1. PAD THICKNESS SHALL NOT BE LESS THAN

12". NON-WOVEN FILTER FABRIC SHALL BE

USED TO IMPROVE STABILITY OF THE PAD

IN AREAS OF SEEPAGE OR FOUND TO BE IN

A HIGH WATER TABLE AREA.

2. AGGREGATE SIZE WITHIN THE PAD SHALL

BE 3"-6" STONE, SMOOTHED.

3. LENGTH OF THE ENTRANCE(S) SHALL BE AS

NECESSARY, BUT NO LESS THAN 50' LONG.

4. WIDTH OF THE ENTRANCE(S) SHALL BE THE

FULL WIDTH OF INGRESS / EGRESS, BUT

NO LESS THAN 12' WIDE.

5. CONSTRUCTION ENTRANCE(S) SHALL BE

LOCATED TO MINIMIZE SEDIMENT LEAVING

THE SITE AND PROVIDE UTILITY BY ALL

CONSTRUCTION VEHICLES. CONTRACTOR

IS TO AVOID PLACING CONSTRUCTION

ENTRANCE(S) AT STEEP GRADES AND / OR

CURVES IN THE EXISTING ROAD.

6. ALL SEDIMENT SHALL BE PREVENTED FROM

ENTERING ANY STORM DRAIN, DITCH OR

WATERCOURSE THROUGH USE OF SAND

BAGS, GRAVEL, STRAW BALES, OR OTHER

APPROVED METHODS.

7. ALL SEDIMENT SPILLED, DROPPED,

WASHED OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAY SHALL BE REMOVED

IMMEDIATELY. PROVIDE DRAINAGE TO

CARRY WATER TO A SEDIMENT TRAP OR

OTHER SUITABLE OUTLET.

MOUNTABLE BERM

W/ DRAINAGE PIPE

(IF NECESSARY)

EXISTING GROUND OR

TEMPORARY ROADWAY

EXISTING

PAVEMENT

12" (MIN)

NON-WOVEN

FILTER FABRIC

COURSE 'B' STONE

BACKFILL

SECTION A

MOUND ROCK TO

MAINTAIN FLOWLINE

IN STREET

TEMPORARY CONCRETE

WASHOUT

NTS

LATH & FLAGGING

(ALL SIDES)

10' (MIN)

VARIES A A

SANDBAG

(ALL SIDES)

BERM

10MIL PLASTIC

LINER

NOTES:

1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM

EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR

STREAMS IS ALLOWED.

2. EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN

DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS.

3. ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50

FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN

THE FIELD.

4. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE

TEMPORARY CONCRETE WASHOUT FACILITY.

5. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND

MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND

CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS.

6. WASHOUT FACILITIES WILL BE CLEANED OUT ONCE THE WASHOUT IS 75% FULL.

7. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING

AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS.

8. WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED

CONCRETE WILL BE REMOVED AND DISPOSED OF. MATERIALS USED TO CONSTRUCT

TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND

DISPOSED OF.

SECTION A

PLAN

SIGN DETAIL

10MIL PLASTIC

LINER

3'

SANDBAG

(ALL SIDES)

BERM

CONCRETE

WASHOUT

BLACK LETTERING

(6" TALL)

24"x24" PLYWOOD

SIGN (PAINTED

WHITE)

2-3"x3"x8'

WOOD POSTS

4-12" LAG

SCREWS

3'

3'

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

ADDENDUM #1 7/30/21

1 ADDENDUM #1 7/30/21

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WV

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RIVER RD

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MCE CP# 16

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MCE CP# 15

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GROUND ELEV. 419.90 BOTTOM OF CROSSING OHE ELEV. 452.20

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UNDERGROUND ELECTRIC

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GENERATOR

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MCE CP# 13

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MCE CP# 14

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CONC. PAD METAL BOXES

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GRAVEL

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GRAVEL

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VERTICAL UNUSED 1" GAS LINE

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MH

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FIBER BOARD COVER

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ELEC. BOX ON WALL

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STEPS

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CONCRETE WALL

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CHAIN LINK FENCE

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8" WALL

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STONE CONC.

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4" CONC. WALLS

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RIP RAP

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CONC. STEPS

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6.5' TALL 12" PIPE FROM GROUND TO BUILDING

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POSSIBLY ELECTRIC

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CONC.

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CONC. PAD TRANSFORMER

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ASPHALT

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CONTOURS TO NORTH ARE FROM P.A.G.I.S. & NOT FIELD VERIFIED

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CONTOURS TO SOUTH ARE FROM P.A.G.I.S. & NOT FIELD VERIFIED

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FH

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FH

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MH

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MH

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MH

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MH

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MH

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GATE

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FD. 1" PIPE

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FD. 1/2" REBAR

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PUMP HOUSE

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STAIRS

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APPROXIMATE LOCATION OF BURIED CISTERN

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4' WEB WIRE FENCE

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APPROXIMATE LOCATION OF BURIED CISTERN

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MH# 1371 RIM 293.29 LOCKED

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MH# 1371 RIM 293.79 LOCKED

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MCE CP# 18

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MH# 1351 RIM 293.71 LOCKED

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CONC.

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CONC. STEPS

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GATE

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(2) 1" & (1) 3" CONDUIT

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4" BRICK WALLS

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CONCRETE WALL

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MH# 1291 RIM 277.71 INVERT 273.59 POSSIBLE WATERLINE IN BOTTOM

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BURIED 10" IRON PIPE EAST END EXPOSED

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BURIED 10" IRON PIPE EAST END EXPOSED

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CONC.

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CONDUIT

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TOP OF 2" LINE

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IG# 1279 RIM 276.72 24"S X 10"R CHANNEL INVERT 275.04

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MCE CP# 17

DRAINAGE BOX FL IN 18" RCP FROM N. 502.39 FL OUT 24" HDPE TO S. 501.04

AS102

F2

N1

N1

N2

N2

N3

N4 N5

N6

N7

PUMP HOUSE

B1154ADDENDUM #1: BARRIER WALL REMOVED FROM PROJECT

TRANSFORMER INSULATING MATERIAL MUST BE LESS

FLAMMABLE, SEED OIL BASE. REFER TO 2.9

TRANSFORMERS IN SPEC SECTION 26 12 19 -7.

CIRCLE DR.

WEST DR.

VETERAN'S HOSPITAL

EMERALD PARK TRAIL

EMERALD PARK TRAIL

RIVER RD

RIVER RD

PA

UL

D

UK

E

DR

PUMP

HOUSE

#1154

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

7/

/2

7:

:0

AM

C :\U se rs

\ts te ve ns

\R ev it Lo ca l\5

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st ev en s.

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PUMP HOUSE / TRANSFORMER

PLAN

CONSTRUCTION

DOCUMENTS

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

2020.08.07 TS EW

598-19-120

AS101

JDA PROJECT #: 2018.001

KEY PLAN

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

1/4" = 1'-0"F3 PUMP HOUSE / TRANSFORMER PLAN

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

0 2' 4' 8'

KEYED NOTES

GENERAL NOTES

MARK NOTE

N1 EXISTING MH - SECURE MANHOLE COVERS WITH

LOCKABLE, TAMPER-PROOF MECHANISMS OR

LOCKAGE ENCLOSURES

N2 EXISTING PIV, TO REMAIN;

N3 EXISTING FIBER BOARD COVER, TO REMAIN;

N4 EXISTING GENERATOR, TO REMAIN;

N5 EXISTING CHAIN LINK FENCE, TO REMAIN - TYPICAL;

N6 EXISTING BUILDING, TO REMAIN;

N7 EXISTING WATER RETAINING RESERVOIR, TO

REMAIN;

DEPICTION OF EXISTING CONDITIONS BASED ON

OWNER-FURNISHED DOCUMENTS AND LIMITED FIELD

OBSERVATIONS. EXISTING ELEMENTS AND CONDITIONS

CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES

WERE NOT OBSERVED OR INVESTIGATED. ONCE

CUTTING AND SELECTIVE DEMOLITION WORK IS

COMPLETE, REPORT ANY CONFLICTS TO DESIGNER. THE

CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR

ALTERATIONS AS NECESSARY TO INSTALL COMPLETE

AND OPERABLE SYSTEMS IN ACCORDANCE WITH THE

CODES HAVING JURISDICTION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE

OF STUDS, CMU, OR COLUMN CENTER LINES.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO

INITIATING CONSTRUCTION AND REPORT DISCREPANCIES

TO CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO COMMENCING WORK.

GC RESPONSIBLE FOR PROTECTING ALL ELEMENTS

AND/OR COMPONENTS IN OR ADJACENT TO THE AREA OF

WORK DURING DEMOLITION AND CONSTRUCTION

PHASES - INCLUDING ANYTHING IDENTIFIED AS "EXISTING

TO REMAIN".

GC IS SOLELY RESPONSIBLE FOR REPAIRING OR

REPLACING ANY ELEMENTS OR COMPONENTS DAMAGED

DURING DEMOLITION AND NEW CONSTRUCTION PHASES.

ADDENDUM #1: BARRIER WALL REMOVED FROM PROJECT

TRANSFORMER INSULATING MATERIAL MUST BE LESS

FLAMMABLE, SEED OIL BASE. REFER TO 2.9

TRANSFORMERS IN SPEC SECTION 26 12 19 -7.

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

1 ADDENDUM #1 7/30/21

tstevens Highlight tstevens Highlight

NEW

TRANSFORMER

REFER TO

ELECTRICAL

SHEETS

EXISTING

CONCRETE PAD

TO REMAIN

EXISTING

CONCRETE PAD

TO REMAIN

EXISTING

WALL TO REMAIN

ADDENDUM #1: BARRIER WALL REMOVED FROM PROJECT

TRANSFORMER INSULATING MATERIAL MUST BE LESS

FLAMMABLE, SEED OIL BASE. REFER TO 2.9

TRANSFORMERS IN SPEC SECTION 26 12 19 -7.

CIRCLE DR.

WEST DR.

VETERAN'S HOSPITAL

EMERALD PARK TRAIL

EMERALD PARK TRAIL

RIVER RD

RIVER RD

PA

UL

D

UK

E

DR

PUMP

HOUSE

#1154

U.S. Department of Veterans Affairs

CONSULTANTS ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

Revisions: Date:

VA FORM 08 - 6231

MISSION CRITICAL

CONSTRUCTION DOCUMENTS

7/

/2

7:

:0

AM

C :\U se rs

\ts te ve ns

\R ev it Lo ca l\5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

_t od d.

st ev en s.

rv t

ARCHITECTURAL SITE ENLARGED

PLAN & DETAILS

CONSTRUCTION

DOCUMENTS

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

2020.08.07 TS EW

598-19-120

AS102

JDA PROJECT #: 2018.001

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE B

LITTLE ROCK, AR 72201

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

1" = 1'-0"F2 ENLARGED PLAN @ TRANSFORMER

KEY PLAN

SCALE: 1" = 1'-0"

0 6" 1' 2'

GENERAL NOTES

DEPICTION OF EXISTING CONDITIONS BASED ON

OWNER-FURNISHED DOCUMENTS AND LIMITED FIELD

OBSERVATIONS. EXISTING ELEMENTS AND CONDITIONS

CONCEALED BY IN-PLACE EQUIPMENT AND FINISHES

WERE NOT OBSERVED OR INVESTIGATED. ONCE

CUTTING AND SELECTIVE DEMOLITION WORK IS

COMPLETE, REPORT ANY CONFLICTS TO DESIGNER. THE

CONTRACTOR SHALL MAKE ADJUSTMENTS AND/OR

ALTERATIONS AS NECESSARY TO INSTALL COMPLETE

AND OPERABLE SYSTEMS IN ACCORDANCE WITH THE

CODES HAVING JURISDICTION AT NO ADDITIONAL COST

TO THE GOVERNMENT.

UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE

OF STUDS, CMU, OR COLUMN CENTER LINES.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO

INITIATING CONSTRUCTION AND REPORT DISCREPANCIES

TO CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

TO COMMENCING WORK.

GC RESPONSIBLE FOR PROTECTING ALL ELEMENTS

AND/OR COMPONENTS IN OR ADJACENT TO THE AREA OF

WORK DURING DEMOLITION AND CONSTRUCTION

PHASES - INCLUDING ANYTHING IDENTIFIED AS "EXISTING

TO REMAIN".

GC IS SOLELY RESPONSIBLE FOR REPAIRING OR

REPLACING ANY ELEMENTS OR COMPONENTS DAMAGED

DURING DEMOLITION AND NEW CONSTRUCTION PHASES.

ADDENDUM #1: BARRIER WALL REMOVED FROM PROJECT

TRANSFORMER INSULATING MATERIAL MUST BE LESS

FLAMMABLE, SEED OIL BASE. REFER TO 2.9

TRANSFORMERS IN SPEC SECTION 26 12 19 -7.

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

ADDENDUM #1: BARRIER WALL DETAILS REMOVED

FROM PROJECT

1 ADDENDUM #1 7/30/21

1" = 10'-0"

SITE PLAN - BUILDING 1154 - PLUMBING NEWE4

SITE PLAN - BUILDING 1154 -

PLUMBING NEW

PS101U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORDSTAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

Date:

VA FORM 08 - 6231

THESE DRAWINGS ARE NOT TO

BE USED AS THE BASIS FOR

THE ISSUANCE OF A PERMIT,

FOR FIELD LAYOUT,

CONSTRUCTION, BIDDING,

RECORDATION, CONVEYANCE,

SALES.

MISSION CRITICAL

1/ 2/

:1

9:

P M

C :\U se rs

\a m or ris

\D oc um en ts \5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

_a m or ris

.rv t

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

KCK CJC

598-19-120

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE 2

LITTLE ROCK, AR 72201

CONSULTANTS

Revisions:

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

2020.08.07

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

SCALE: 1" = 10'-0"

0 5' 10' 20'0

N

AutoCAD SHX Text

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BLDG 1154

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KEYED NOTES:

AutoCAD SHX Text EXISTING ELECTRICAL PANEL. RELOCATE EXISTING PIPE SUPPORT TO ACCOMMODATE CODE REQUIRED ELECTRICAL CLEARANCES.

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SYMBOL

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%%UH-1

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NEW EQUIPMENT

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DESCRIPTION

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EQUIPMENT DESIGNATION

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EXISTING EQUIPMENT TO REMAIN

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EXISTING EQUIPMENT TO BE

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DEMOLISHED

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CONNECT TO EXISTING

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POINT OF DEMOLITION

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PLUMBING LEGEND

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INSIGHT

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ENGINEERING, PLLC

AutoCAD SHX Text No. 3523

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ARKANSAS

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ENGINEER

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PROFESSIONAL

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NO. 12022

SITE PLAN - BUILDING 1154 -

POWER DEMOLITION

ED101U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORDSTAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

Date:

VA FORM 08 - 6231

THESE DRAWINGS ARE NOT TO

BE USED AS THE BASIS FOR

THE ISSUANCE OF A PERMIT,

FOR FIELD LAYOUT,

CONSTRUCTION, BIDDING,

RECORDATION, CONVEYANCE,

SALES.

MISSION CRITICAL

1/ 2/

:1

9:

P M

C :\U se rs

\a m or ris

\D oc um en ts \5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

_a m or ris

.rv t

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

KCK CJC

598-19-120

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE 2

LITTLE ROCK, AR 72201

CONSULTANTS

Revisions:

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

2020.08.07

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

1" = 10'-0"

SITE PLAN - BUILDING 1154 - POWER DEMOLITIONE3

SCALE: 1" = 10'-0"

0 5' 10' 20'0

N

AutoCAD SHX Text

DEMOLITION GENERAL NOTES:

AutoCAD SHX Text

1. ALL ELECTRICAL AND COMMUNICATION DEMOLITION WILL BE ALL ELECTRICAL AND COMMUNICATION DEMOLITION WILL BE PERFORMED ACCORDING TO THE PHASING PLAN, TO MINIMIZE RUNTIME OF SITE GENERATOR. 2. ALL DEMOLITION ON THIS SHEET SHALL BE COORDINATED ALL DEMOLITION ON THIS SHEET SHALL BE COORDINATED WITH SHEET ED102 AND ED 103.

AutoCAD SHX Text

DEMOLITION KEYED NOTES:

AutoCAD SHX Text DEMOLISH THE DIP POLE AT BUILDING 1154 THAT FEEDS THE OIL FILLED TRANSFORMER, THE OVERHEAD ELECTRICAL, AND COMMUNICATION FEED UP THE HILL TO THE RISER POLE AT THE TOP OF THE HILL. REMOVE EXISTING OIL FILLED TRANSFORMER. REMOVE TRANSFORMER PRIMARY FEEDER CABLES, KEEPING PRIMARY CONDUITS WITHOUT CABLES WHICH WILL BE REUSED. SECONDARY CONDUITS AND CABLES WILL BOTH BE REUSED. DEDUCTIVE ALTERNATE #2: DEDUCT TRANSFORMER, EXISTING TO REMAIN. .

AutoCAD SHX Text

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DIP POLE

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BUILDING 1154

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TO RISER POLE AT MANHOLE 30

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SYMBOL

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%%UH-1

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NEW EQUIPMENT

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DESCRIPTION

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ELECTRICAL EQUIPMENT DESIGNATION

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EXISTING EQUIPMENT TO REMAIN

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EXISTING EQUIPMENT TO BE

AutoCAD SHX Text

DEMOLISHED

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CONNECT TO EXISTING

AutoCAD SHX Text

POINT OF DEMOLITION

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ELECTRICAL LEGEND

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ARKANSAS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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NO. 5822

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text A

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INSIGHT

AutoCAD SHX Text

ENGINEERING, PLLC

No. 3523

CIRCLE DR

WEST DR

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORDSTAMP Office of Construction and Facilities Management

Drawing Title

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Building Number

Drawing Number

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

Date:

VA FORM 08 - 6231

THESE DRAWINGS ARE NOT TO

BE USED AS THE BASIS FOR

THE ISSUANCE OF A PERMIT,

FOR FIELD LAYOUT,

CONSTRUCTION, BIDDING,

RECORDATION, CONVEYANCE,

SALES.

MISSION CRITICAL

1/ 2/

:1

9:

P M

C :\U se rs

\a m or ris

\D oc um en ts \5

-1

9-

0_ H ig h

Vo lta ge F ee d_

Ar ch

_a m or ris

.rv t

REPLACE HIGH VOLTAGE FEED

NLR

FORT ROOTS

KCK CJC

598-19-120

JDA PROJECT #: 2018.001

A/E

2200 N. RODNEY PARHAM ROAD

SUITE 210

LITTLE ROCK, AR 72212

501-404-4811 jda@JohnsonDanforth.com

JohnsonDanforth & Associates

CIVIL ENGINEER

McCLELLAND CONSULTING

ENGINEERS, INC.

7302 KANIS RD.

LITTLE ROCK, AR 72204

MEP ENGINEER

INSIGHT ENGINEERING, PLLC

201 S. CHESTER, SUITE 2

LITTLE ROCK, AR 72201

CONSULTANTS

Revisions:

CONSTRUCTION DOCUMENTS

CONSTRUCTION

DOCUMENTS

2020.08.07

RCDD

MAGNA ENGINEERS

861 CORPORATE DRIVE, SUITE 210

LEXINGTON, KY 40503

SITE PLAN - PARADE GROUNDS

- POWER DEMOLITION

ED102

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

0 8' 16' 32'0

SITE PLAN - PARADE GROUNDS - POWER DEMOLITION

1/16" = 1'-0"E1

N

AutoCAD SHX Text

DEMOLITION GENERAL NOTES:

AutoCAD SHX Text

1. DEMOLITION WILL NOT BE ACCOMPLISHED AS A DEMOLITION WILL NOT BE ACCOMPLISHED AS A SINGLE INITIAL ACTIVITY. ALL DEMOLITION MUST BE PHASED AND COORDINATED WITH THE COR, TO MINIMIZE ANY POWER OUTAGE TO BUILDING 1154, TO LIMIT THE RUNTIME OF THE STATIONARY GENERATOR, AND TO ASSURE THAT CONDUCTORS ARE DEENERGIZED AT THE CORRECT TIME. 2. PLANS MUST BE MADE AND APPROVED BY THE PLANS MUST BE MADE AND APPROVED BY THE COR FOR REFUELING THE GENERATOR, AND FOR INSTALLING A TEMPORARY GENERATOR IF NECESSARY, MINDFUL THAT A FIRM TIME LIMIT ON DOWN TIME EXISTS WITH RESPECT TO ON-SITE WATER STORAGE CAPACITY. 3. DO NOT DEMOLISH ANYTHING INSIDE BUILDING DO NOT DEMOLISH ANYTHING INSIDE BUILDING 1154. 4. DO NOT DEMOLISH ANY MANHOLES.DO NOT DEMOLISH ANY MANHOLES.

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SYMBOL

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%%UH-1

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NEW EQUIPMENT

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DESCRIPTION

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ELECTRICAL EQUIPMENT DESIGNATION

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EXISTING EQUIPMENT TO REMAIN

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EXISTING EQUIPMENT TO BE

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DEMOLISHED

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CONNECT TO EXISTING

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POINT OF DEMOLITION

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ELECTRICAL LEGEND

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DEMOLITION KEYED NOTES:

AutoCAD SHX Text READ DEMOLITION GENERAL NOTES THOROUGHLY. MV POWER CONDUCTORS, FIBER OPTIC CABLE, AND COPPER TELEPHONES LINES RISING UP FROM UNDERGROUND OUT OF THEIR RESPECTIVE MANHOLES. RISER POLE, HEAD END OF AERIAL SERVICES DOWN THE HILL. TO FEED POWER DOWN TO BUILDING 1154 MEDIUM VOLTAGE CABLES IN MANHOLE 30 MUST BE DISCONNECTED FROM THE RISER POLE CONDUCTORS IN SUCH A WAY THAT CABLES REMAINING IN MANHOLE 3O MAY BE SPLICED AND ROUTED OUT UNDERGROUND TO A NEW PMH-9 SECTIONALIZER NORTH OF THE FENCE. THROUGH CONNECTIONS IN MANHOLE 30 FEEDING BUILDING 41.