N4008520B0071 Dwgs.pdf

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033559

COVER SHEET

SHEET DESIG. TITLE

G-001 COVER SHEET

INDEX OF DRAWINGS

SHEET NUMBER

of 29 of 29 of 294 of 29 of 29 of 29 of 29 of 29

CS101 SITE LAYOUT PLAN

60033559

60033563 60033562

60033564 60033565 60033566 60033567 60033568 60033569

NAVFAC NUMBER

CD101 SITE PLAN-EXISTING CONDITIONS AND DEMOLITION

60033560 of 2960033561

RIVER

New Bern

Dover

Tuscarora KinstonGoldsboro US 70

NEUSE

CHERRY POINT

Pollocksville

Trenton Seven Springs

OAK GROVE

US 7

Otway

Beaufort

US

Morehead City

N

E O

C A

MaysvilleComfort

US

Verona

Folkstone

Dixon

Holly Ridge

NEW

RIVER

Pink

Beulaville

Hill

Mt. Olive

Warsaw

Rosehill

US

US 421

Wallace

Jacksonville

Richlands

I

T C

A N

US

Hampstead

T L

Scott Hill

A

Burgaw

Acme Delco

Leland Wilmington

CAMP LEJEUNE

Havelock

Swansboro

4 & Bolton

Words Corner

Magnolia

Swam p

RADIO

TOWER

Bell

ST7

FIRE TOWER

SB72

N.C

RT.

172RNGF3

ROAD

LYMAN

R N

G F4

RN

G

F2

R

NG

F5

BEAR

INLET

Creek

Bear

Saunders Island

RNG N1

BROWNS INLET

OUTPOST

R O

AD

STARLING

CREEK

FERRY

R O

AD

ST21

Free man

DUCK

Cr.

E C

O

A N

BEACH

AREA

OCEAN DR.

W

ATERWAY

Cr.

BEACH

G illets

C r.

RD.

Cr. TRIANGLE

BAY

T I C

N

SBA137

ST20

O

O W

N S

L

L T

A

A

Hilo ve r

INTERCOASTAL

HWY

head

Jumping

HOPE

AREA

RD.

Run

ROAD

SNEADS

PARK

MIDWAY

NC

NAVAL

US

S T.

I

TERRACE

TA

RA

W A

BL

VD

K

NO

X

KNOX

TRW. PARK II

TARAWA

BLVD.

OFFICER

Northeast

PARADISE

BREWSTER

Creek

HOSPITAL

R ail

STORAGE

AREA

OPEN

roadH O

L C O

M B

Cr.

WATKINS

VILLAGE

Walla ce

RD.

LOUIS

RE

M

AIN

VICE

SER

RD.

INDUSTRIAL

AREA

B

LVD

QUARTERS

BLVD.

AREAN

W

Holmes Pt.

E

Hadros Pt.

ST

ON

E

HADNOT

POINT

AREA

RIV

POINT

W

ILLIAM

S

C am p Lejeune

CEM.

N G

LAND

I

R D.

M O

NTFO

RD

BayWilson

POINT

MONTFORD

Pt.

Pt.

Mumford

Brinson

Creek

A S

T.17

CURTISU

.S

. GEIGER

AREA-B

RT

MARINE CORPS

AIR STATION

ROAD

Pt.

Ragged

So ut hw es t

Cr.

isLew

Run Mill

CEM.

R ai lro ad

FIRE TOWER

VERONA

Cr ee k

Paradise

CREEK

AREA

Creek

FRENCH

French

C r.

Duck

I R

V

Pt.

Rhodes

Cr.

rshu t

White

Cr.

AREA

POINT

R E

MARINES

FERRY

Traps Bay

SNEADS

Hings Pt.

FIRE

BASE

AMPHIBIAN

AREA

C ou rth ou se

Jarrelts

R I V

Pt.

TOWER

Ferry

Pollocks Pt.

ENPt.

W

Snead's Cr. Bay

ENGINEER

ROAD

M ill

C r.

Cr.

ROADPOINT

Li ne

C oa st

Cr.

FIRE TOWER

Millstone

S ea bo ar d

M uddy

Store Bay

Everett Cr.

Cr.

Stone

R D

RAN

GE

R T.

U .S

. R T.

RHODES

RAG K2

Town

ROAD

ROAD

Cow

BA300

BA301

Mile Hammock Bay

Handpick Bay

RT.

N.C.

E R

P

IN

EY

G

R E

EN

R

D

MAGAZINE

COMBAT

TOWN

Camp Lejeune - Cherry Point Railroad

C H

U R

C H

ST.

7TH

6TH

NC 24

17/24

WILSON BLVD

AREA

GSRA

NEW RIVER

DOUGLASS RD

WALLACE CR RD

BIRCH ST

CG101 SITE GRADING PLAN

CU101 SITE UTILITY PLAN

CS501 DETAILS

CG501 DETAILS

DETAILSCU501

SITE

C-100 CIVIL NOTES, LEGEND AND ABBREVIATIONS

of 2911

S-001 GENERAL NOTES

S-101 FOUNDATION PLAN

S-401 ENLARGED PARTIAL FOUNDATION AND CONTROL CABIN FOUNDATION PLANS

SECTIONS AND DETAILSS-501

60033576 60033577 60033578 60033579 of 29 of 29 of 29 of 2921

CS102 ENLARGED SITE LAYOUT PLAN

CG102 ENLARGED SITE GRADING PLAN

CG502 DETAILS

of 291260033570

60033571 of 2913 of 291660033574 60033575 of 2917 of 291460033572 60033573 of 2915

MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONSM-001

MECHANICAL SITE PLAN - DEMOLITIONMD101

MECHANICAL ENLARGED PLANS - DEMOLITIONMD401

MECHANICAL SITE PLAN - NEW WORKM-101

MECHANICAL ENLARGED PLANS - NEW WORKM-401

60033580 of 2922 MECHANICAL DETAILSM-501 60033581 of 2923 GENERAL NOTES, LEGEND AND ABBREVIATIONSE-001 60033582 of 2924 SITE PLAN - DEMOLITIONED101 60033583 of 2925 SITE PLAN - NEW WORKE-101 60033584 of 2926 SITE PLAN - NEW WORKE-102 60033585 of 2927 ELECTRICAL ENLARGED PLANS - NEW WORKE-401 60033586 of 2928 DETAILSE-501 60033587 of 2929 DETAILSE-502

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033560

CIVIL NOTES, LEGEND AND ABBREVIATIONS

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033561

SITE PLAN-EXISTING CONDITIONS AND DEMOLITION

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033562

SITE LAYOUT PLAN

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033563

ENLARGED SITE LAYOUT PLAN

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033564

SITE GRADING PLAN

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033565

ENLARGED SITE GRADING PLAN

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033566

SITE UTILITY PLAN

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033567

DETAILS

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033568

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033569

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

J. K. AVOLIS, P.E.

J. C. AVOLIS, P.E.

MSP / WFF

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

SPEC. 05-20-0071 29

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033570

GENERAL NOTES LEGEND AND ABBREVIATIONS

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

60033575

M-001

MECHANICAL GENERAL NOTES, LEGEND, AND

ABBREVIATIONS

T. HAHN

J. KULENGUSKI

C. LAMBERT

PUMP SCHEDULE

LIQUID PROPANE PUMP CONTROL SEQUENCE

MANUFACTURER'S RECOMMENDATIONS:

FUNCTIONAL PERFORMANCE TEST

04/30/2021

B

A

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033576

TN

PN

MECHANICAL SITE PLAN - DEMOLITION

MD101

MECHANICAL SITE PLAN - DEMOLITION

T. HAHN

J. KULENGUSKI

C. LAMBERT

NOTES THIS SHEET

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033577

TN

PN

MECHANICAL ENLARGED PLAN - DEMOLITIONA

MD401

MECHANICAL ENLARGED PLANS - DEMOLITION

TN

PN

MECHANICAL ENLARGED PLAN - DEMOLITIONB

T. HAHN

J. KULENGUSKI

B

A

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033578

TN

PN

MECHANICAL SITE PLAN - NEW WORK

M-101

MECHANICAL SITE PLAN - NEW WORK

CONDUIT NOTE:

T. HAHN

J. KULENGUSKI

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033579

TN

PN

MECHANICAL ENLARGED PLAN - NEW WORKA

M-401

MECHANICAL ENLARGED PLANS - NEW WORK

TNPN

MECHANICAL ENLARGED PLAN - NEW WORKB

T. HAHN

J. KULENGUSKI

C. LAMBERT

CONDUIT NOTE:

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033580

M-501

MECHANICAL DETAILS

PROPANE TANK SCHEMATIC FLOW DIAGRAMA

T. HAHN

J. KULENGUSKI

TYPICAL PIPE TRENCH DETAILDCONDUIT CONNECTION DETAILCPUMP PAD DETAILB

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033581

GENERAL NOTES, LEGEND AND ABBREVIATIONS

J. BARKLEY

M. LAPOINT

EQUIPMENT CONNECTION

JUNCTION BOX

MOTOR CONNECTION

ELECTRICAL PANELBOARD

ELECTRICAL CIRCUIT RUN IN CONDUIT AND CIRCUIT HOMERUN TO

PANELBOARD (PANEL AND CIRCUIT DESIGNATION AS INDICATED). AS A

MINIMUM CONDITION, EACH SINGLE PHASE CIRCUIT SHALL HAVE 1 #12 PHASE

CONDUCTOR, 1 #12 NEUTRAL CONDUCTOR AND 1 #12 GROUNDING

CONDUCTOR IN 1/2" CONDUIT. PROVIDE ADDITIONAL PHASE CONDUCTORS AS

REQUIRED FOR "MULTIPLE PHASED" ELECTRICAL LOADS. CONDUIT LARGER

THAN 1/2" AND CONDUCTORS LARGER THAN #12 SHALL BE AS INDICATED.

POWER

PAD MOUNTED TRANSFORMER

INDICATES FRONT

GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK

SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED

UNDER THIS CONTRACT.

COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON

THE PROJECT. THE CONTRACTOR MUST REVIEW ALL CONTRACT

DOCUMENTS INCLUDING CIVIL AND STRUCTURAL DRAWINGS AND

SPECIFICATIONS. CONTRACTOR SHALL COORDINATE AND ADJUST

ACCORDINGLY AS DIRECTED BY THE CONTRACTING OFFICER.

AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS

TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE

PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE RECORD OF

ALL DEVIATIONS BETWEEN THE WORK SHOWN ON THE DRAWINGS AND

THE WORK WHICH IS ACTUALLY INSTALLED. THESE MARKED DRAWINGS

SHALL REFLECT ANY AND ALL CHANGES AND REVISIONS TO THE ORIGINAL

DESIGN WHICH EXISTS IN THE COMPLETED WORK. DELIVER THE MARKED

DRAWINGS TO THE ENGINEER AT PROJECT CLOSE-OUT.

INSPECTIONS: ARRANGE ALL NECESSARY INSPECTIONS. DELIVER ALL

REQUIRED INSPECTION CERTIFICATES TO THE CONTRACTING OFFICER.

J-BOX LABELING: LABEL ALL JUNCTION BOXES WITH PERMANENT

MARKER IDENTIFYING CIRCUIT NUMBER AND PANELBOARD OF CIRCUITS

WITHIN.

WIRING DEVICES: LABEL ALL WIRING DEVICES WITH PANELBOARD AND

CIRCUIT DESIGNATION PERMANENTLY ATTACHED WITH BLACK TYPED

DESIGNATION ON CLEAR TAPE.

MOTOR COORDINATION: MOTORS, MOTOR STARTERS, CONTROLLERS,

INTEGRAL DISCONNECT SWITCHES, AND CONTACTORS SHALL BE

PROVIDED WITH THEIR RESPECTIVE PIECES OF EQUIPMENT BY THE

EQUIPMENT SUPPLIER. COMMUNICATE WITH THE TRADES PROVIDING THE

EQUIPMENT, VERIFYING ALL REQUIREMENTS, PROVIDE ALL ELECTRICAL

CONNECTIONS REQUIRED THEREIN, AND INSTALL MOTOR STARTERS.

MOTOR DISCONNECTS: ALL MOTORS SHALL HAVE DISCONNECTING

MEANS.

MOTOR CONTROLLERS: ALL 3-PHASE MOTORS SHALL HAVE MAGNETIC

MOTOR CONTROLLERS WITH SOLID STATE OVERLOAD RELAY

PROTECTION. THE SOLID STATE OVERLOAD RELAY SHALL HAVE PHASE

LOSS AND PHASE OVERCURRENT PROTECTION WITH AUTOMATIC RESET

UPON RETURN OF NORMAL POWER.

MOTOR FUSE PROTECTION: WHERE FUSE PROTECTION IS SPECIFICALLY

REQUIRED BY THE EQUIPMENT MANUFACTURER, PROVIDE FUSED

SWITCHES IN LIEU OF NON-FUSED SWITCHES OR IN LIEU OF ENCLOSED

CIRCUIT BREAKERS, OR OTHER DEVICES INDICATED.

CONNECTION DETAILS: SECURE APPROVED SHOP DRAWINGS SHOWING

WIRING DIAGRAMS, ROUGH-IN AND HOOK UP DETAILS FROM OTHER

INVOLVED CONTRACTORS FOR EQUIPMENT WHICH MUST BE CONNECTED

ELECTRICALLY.

COORDINATION DETAILS: MECHANICAL EQUIPMENT WILL BE FURNISHED

AND INSTALLED BY THE MECHANICAL CONTRACTOR. THE LOCATIONS

SHOWN ON THE ELECTRICAL DRAWINGS ARE APPROXIMATE. COORDINATE

WITH THE MECHANICAL CONTRACTOR TO DETERMINE THE EXACT

LOCATION OF EACH PIECE OF EQUIPMENT AND DETERMINE THE EXACT

ROUGH-IN AND CONNECTION REQUIREMENTS.

WORKING CLEARANCE: COORDINATE FINAL LOCATIONS OF ELECTRICAL

EQUIPMENT WITH MECHANICAL PIPING ETC. AND ASSURE WORKING

CLEARANCE REQUIRED BY NEC WILL BE MET. SUFFICIENT ACCESS AND

WORKING SPACE SHALL BE PROVIDED AND MAINTAINED AROUND

ELECTRICAL EQUIPMENT AS REQUIRED BY THE NATIONAL ELECTRICAL

CODE. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF EQUIPMENT

PROVIDED AND INSTALLED BY OTHER TRADES.

STARTER MOUNTING: WHERE AN INDIVIDUALLY MOUNTED SAFETY

SWITCH, STARTER OR CIRCUIT BREAKER IS SHOWN ADJACENT TO ITS

RESPECTIVE LOAD AND NOT MOUNTED ON A WALL, PROVIDE ALL

SUPPORTS, BRACKETS, ANCHORING, ETC. NECESSARY TO PROPERLY

SUPPORT THE DEVICE.

MOUNTING HEIGHTS: MOUNTING HEIGHTS INDICATED ARE FROM THE

FINISHED GRADE TO THE CENTERLINE OF THE WIRING DEVICE UNLESS

OTHERWISE NOTED.

CLEAN UP: ON PROJECT CLOSE-OUT CLEAN ALL ELECTRICAL DEVICES

AND REMOVE ALL PAINT SPATTERS FROM DEVICES, FIXTURES AND

PLATES.

GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND

AND

T

E

J

DUPLEX CONVENIENCE RECEPTACLE 20A, 120V, 18" AFF, UON

· GFI: GROUND FAULT INTERRUPTING TYPE RECEPTACLE

· WP: WEATHER RESISTANT GFI RECEPTACLE WITH WEATHERPROOF

WHILE-IN-USE COVER.

ABBREVIATIONS

A AMPERE

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

BFG BELOW FINISHED GRADE

C CONDUIT

EC EMPTY CONDUIT

ETR EXISTING TO REMAIN

FLA FULL LOAD AMPS

GFI GROUND FAULT INTERRUPTER

GND GROUND

HP HORSE POWER/HEAT PUMP

KAIC THOUSAND AMPERE

INTERRUPTING CAPACITY

KVA KILO-VOLT-AMPERES

KW KILO-WATTS

MCA MINIMUM CIRCUIT AMPS

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUGS ONLY

NEC NATIONAL ELECTRICAL CODE

NF NON-FUSED

NIC NOT IN CONTRACT

NTS NOT TO SCALE

P POLE

PF POWER FACTOR

Ø PHASE

PRI PRIMARY

SE SERVICE ENTRANCE

SEC SECONDARY

SPD SURGE PROTECTION DEVICE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT

W WATTS/WIRE

WP WEATHERPROOF

THE FOLLOWING SUBSCRIPTS SHALL APPLY TO RECEPTACLES WHERE USED:

EUP EXISTING UNDERGROUND PRIMARY CIRCUIT, 7.4KV

EUS EXISTING UNDERGROUND CIRCUIT

ELECTRICAL SERVICE RACK

CONTROLS CABINET

MANHOLE. REFER TO DETAIL THIS SHEET.

CC

MH

ESR-X

EOH EXISTING OVERHEAD PRIMARY CIRCUIT

OHE OVERHEAD PRIMARY CIRCUIT

A

TOP, SIDES & BOTTOM

#5 REINF. AT 6" EW

AND FIG. 12, SIZE 28 RESPECTIVELY

FED. SPEC. A-A-60005 FIG. 4, SIZE 28

FOR MANHOLE FRAME & COVER, SEE

SECTION A-A

BC 6"

WITH CEMENT MORTAR

BRICK COLLAR LINED UP

GROUND ROD & CLAMP

10"

SLOPE 1:40

7/8" Ø PULLING-IN IRON

DUCT ENTRANCE

6"

A

7/8" Ø PULLING-IN IRON

DUCT ENTRANCE

DEEP SUMP

12" x 12" x 10"

PLAN

MANHOLE DIMENSIONS

TYPE

A B C (AT HIGH PT.)

6"

6" 1'-0"

6"

6"

6"

6'-0" 6'-0" 6'-6"

A

B

TO SUMP

LAP REINF. 24" (TYP.)

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

NOTES:

FOR DETAILS OF CABLE RACKS,

DUCT ENTRANCE AND PULLING-IN

IRONS, SEE PLATE UG-7.

MINIMUM CONCRETE COMPRESSIVE

STRENGTH SHALL BE 3000 PSI.

1.

2.

UG-1JUNE 2002

TYPES 1 & 2

STANDARD ELECTRICAL MANHOLE (NONTRAFFIC)

SKETCH DATE STYLE

6'-6"8'-0"6'-0"

WALL OF MANHOLE

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

45°

3"

DETAIL OF PULLING-IN IRON

7" MIN.

7" MIN.

8 3/8"

7/8"Ø

9"

CAST IN PLACE

3"

1 1/2"

CONCRETE WALL

LOCKWASHER

FILLET WELD

2 1/2"Ø WASHER

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

CL

(MIN)

2 1/2" RAD

1"Ø U-BOLT

1"Ø NUT

1 1/4"Ø SLEEVE

13/16"

3/16" 4"

NOTE

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

UG-7JUNE 2002

(PULLING-IN IRONS, CABLE RACK AND DUCT ENTRANCE)

DETAILS

SKETCH DATE STYLE

FINISHED GRADE

30" MINIMUM

3000 PSI CONCRETE

5"C, PVC, TYPE

"EB" (POWER)

BASE AND INTERMEDIATE

SPACERS 48" ON CENTER

MASONRY LEVELING BLOCKS AT

BASE SPACERS AS NEEDED

DUCTBANK

MARKING TAPE

TYPICAL

#4 REBAR (TYPICAL)

#4 REBAR (TYPICAL) 18" ON

CENTER

3" MINIMUM (TYPICAL)

3" MINIMUM SEPARATION (TYPICAL)

1-1/2" MINIMUM (TYPICAL)

EQUAL

EQUAL

COMPACTED BACKFILL. SEE

SPECIFICATION 31 23 00.00 20

FOR REQUIREMENTS.

4" DETECTABLE WARNING

TAPE, YELLOW

SIZE AND QUANTITY AS

INDICATED

#12AWG COPPER SOLID THW

TRACER WIRE

12" MINIMUM

FINISH GRADETRENCH WIDTH

6"

MI

NI

MU

M

LIDDED BELOW GROUND PILOT

CONNECTION BOX BY CIVIL

TYPICAL 4" UNDERGROUND SERVICE CONDUIT

MIN 36" CONDUIT RADIUS REQUIRED

FOR PULL THROUGH OF SERVICES

CONDUIT CONNECTION DETAIL

NO SCALEC

DUCTBANK DETAIL

NO SCALEA

TRENCH DETAIL (GRASS AREA)

NO SCALEB

PANELBOARD FT SCHEDULE

SEE POWER RISER DIAGRAM FOR RATINGS

LOAD (AMPS) BKR CKT PHASE CKT BKR LOAD (AMPS)

LOAD SERVED A B C TRIP NO. A B C NO. TRIP A B C LOAD SERVED

SPARE 20/1P 1 2 20/1P SPARE

SPARE 20/1P 3 4 20/1P SPARE

SPARE 20/1P 5 6 20/1P SPARE

SPARE 20/1P 7 8 20/1P SPARE

SPARE 20/1P 9 10 20/1P SPARE

SPARE 20/1P 11 12 20/1P SPARE

SPARE 20/1P 13 14 20/1P SPARE

SPARE 20/1P 15 16 20/1P SPARE

SPARE 20/1P 17 18 20/1P SPARE

SPARE 20/1P 19 20 20/1P SPARE

SPARE 20/1P 21 22 20/1P SPARE

SPARE 20/1P 23 24 20/1P SPARE

SPARE 20/1P 25 26 20/1P SPARE

SPARE 20/1P 27 28 20/1P SPARE

SPARE 20/1P 29 30 20/1P SPARE

SPARE 20/1P 31 32 20/1P SPARE

SPARE 20/1P 33 34 20/1P SPARE

SPARE 20/1P 35 36 20/1P SPARE

SPARE 20/1P 37 38 20/1P SPARE

SPARE 20/1P 39 40 20/1P SPARE

SPARE 20/1P 41 42 20/1P SPARE

TOTAL 0.0 0.0 0.0 0.0 0.0 0.0 TOTAL

TOTAL CONNECTED AMPS A: 0.0 B: 0.0 C: 0.0

PANELBOARD A SCHEDULE

SEE POWER RISER DIAGRAM FOR RATINGS

LOAD (AMPS) BKR CKT PHASE CKT BKR LOAD (AMPS)

LOAD SERVED A B C TRIP NO. A B C NO. TRIP A B C LOAD SERVED

RECEPTACLE 1.5 20/1P 1 2 20/1P SPARE

RECEPTACLE 1.5 20/1P 3 4 20/1P SPARE

SPARE 20/1P 5 6 20/1P SPARE

SPARE 20/1P 7 8 20/1P SPARE

SPARE 20/1P 9 10 20/1P SPARE

SPARE 20/1P 11 12 20/1P SPARE

SPARE 20/1P 13 14 20/1P SPARE

SPARE 20/1P 15 16 20/1P SPARE

SPARE 20/1P 17 18 20/1P SPARE

TOTAL 1.5 1.5 0.0 0.0 0.0 0.0 TOTAL

TOTAL CONNECTED AMPS A: 1.5 B: 1.5 C: 0.0

PANELBOARD MDP SCHEDULE

SEE POWER RISER DIAGRAM FOR RATINGS

LOAD (AMPS) BKR CKT PHASE CKT BKR LOAD (AMPS)

LOAD SERVED A B C TRIP NO. A B C NO. TRIP A B C LOAD SERVED

SPARE 20/1P 1 2 70/3P 40.0 P-1

SPARE 20/1P 3 40.0

SPARE 20/1P 5 40.0

SPARE 20/1P 7 8 20/1P SPARE

SPARE 20/1P 9 10 20/1P SPARE

SPARE 20/1P 11 12 100/1P SPARE

PANEL A 0.7 30/3P 13 14 100/3P 0.0 PANEL FT

0.7 0.0

0.0 0.0

TOTAL 0.7 0.7 0.0 40.0 40.0 40.0 TOTAL

TOTAL CONNECTED AMPS A: 40.7 B: 40.7 C: 40.0

E-001

K. MEARS

ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS FOR THE INTENDED PURPOSE. USE THE

MORE STRINGENT METHODS WHEN MANUFACTURER'S RECOMMENDATIONS, AND

PLANS & SPECIFICATION REQUIREMENTS DIFFER. BRING ANY CONFLICTS

BETWEEN MANUFACTURER'S RECOMMENDATIONS AND PLANS & SPECIFICATION

REQUIREMENTS TO THE GOVERNMENT'S ATTENTION.

MANUFACTURER'S RECOMMENDATIONS:

DEMONSTRATE THAT ALL SYSTEM COMPONENTS HAVE BEEN INSTALLED, THAT

EACH CONTROL DEVICE AND ITEM OF EQUIPMENT OPERATES, AND THAT THE

SYSTEMS OPERATE AND PERFORM, INCLUDING INTERACTIVE OPERATION

BETWEEN SYSTEMS, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

PROVIDE ALL MATERIALS, SERVICES, AND LABOR REQUIRED TO PERFORM THE

FUNCTIONAL PERFORMANCE TESTS. PROVIDE A FUNCTIONAL PERFORMANCE

TESTING REPRESENTATIVE FOR EACH SUB-CONTRACTOR ASSOCIATED WITH THE

SYSTEMS TO BE TESTED. EACH REPRESENTATIVE IS RESPONSIBLE FOR

COORDINATION OF THEIR RESPECTIVE SUB-CONTRACTOR'S EXECUTION OF THE

PERFORMANCE TESTING ACTIVITIES.

CONDUCT INITIAL FUNCTIONAL PERFORMANCE TESTS AS SOON AS ALL

CONTRACT WORK IS COMPLETED. CORRECT ALL DEFICIENCIES IDENTIFIED

THROUGH ANY PRIOR REVIEW, INSPECTION, OR TEST ACTIVITY BEFORE THE

START OF FUNCTIONAL PERFORMANCE TESTS. FUNCTIONAL PERFORMANCE

TESTS MUST BE PERFORMED WITH THE SIMULATOR EQUIPMENT PROVIDER

PRESENT AND FULLY COORDINATED TO ENSURE A COMPLETE AND OPERABLE

SYSTEM. THE GOVERNMENT RESERVES THE RIGHT TO WITNESS ALL TESTS.

COORDINATE TEST SCHEDULE WITH GOVERNMENT REPRESENTATIVES AND

SIMULATOR EQUIPMENT PROVIDER.

FUNCTIONAL PERFORMANCE TEST

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SYM

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text DISCLOSURE OF INFORMATION THE CONTRACTOR SHALL COMPLY AS FOLLOWS: A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF THE MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS 1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL; OR 2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE. B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE PROPOSED DATE OF RELEASE. C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

AutoCAD SHX Text 748 Lord Dunmore Dr., #101, Virginia Beach, VA 23464

AutoCAD SHX Text tel 757-474-0612 fax 757-474-0919

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JAMES E. BARKLEY, JR.

AutoCAD SHX Text Lic. No. 043854

AutoCAD SHX Text

AE PROJECT # 20041

T ESR

CC

WPREMOVE EXISTING 25KVA,

12.47KV - 120/240V PAD

MOUNTED TRANSFORMER.

REMOVE EXISTING UNDERGROUND

PRIMARY BACK TO EXISTING

HANDHOLE.

EUS

EUP

EUS

REMOVE EXISTING CIRCUIT COMPLETE.

MH

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033582

TN

PN

SITE PLAN - DEMOLITION

SITE PLAN - DEMOLITION

REMOVE EXISTING ELECTRICAL SERVICE RACK, PANELBOARD,

ON/OFF SWITCH, AND RECEPTACLE COMPLETE BACK TO SOURCE.

REMOVE EXISTING FIRE TRAINER CONTROLS CABINET AND

ASSOCIATED CONDUIT AND WIRE COMPLETE BACK TO SOURCE.

REMOVE EXISTING FUEL PUMP AND ASSOCIATED STARTER AND

DISCONNECT COMPLETE. REMOVE WEATHERPROOF RECEPTACLE

AND UTILITY RACK COMPLETE.

NOTES THIS SHEET

1" = 30'-0" 30' 15' 0' 60'30' 90'

ED101

ELECTRICAL DEMOLITION NOTES

GENERAL: DEMOLITION DRAWINGS ARE BASED ON EXISTING PLANS AND FIELD INVESTIGATION

PRIOR TO DEMOLITION. VISIT THE EXISTING BUILDING PRIOR TO BID IN ORDER TO BECOME

FAMILIAR WITH THE EXISTING CONDITIONS AND IN ORDER TO AVOID CONFLICTS.

DASHED ITEMS: ALL ITEMS SHOWN DASHED ON DEMOLITION PLANS ARE EXISTING AND SHALL BE

REMOVED.

SOLID ITEMS: ALL ITEMS SHOWN SOLID ON DEMOLITION PLANS ARE EXISTING TO REMAIN.

CIRCUITING TO REMAIN: EXISTING CIRCUITING TO REMAIN SHALL BE REROUTED OR

RECONNECTED, AS REQUIRED, WHERE AFFECTED BY NEW WORK IN ORDER TO MAINTAIN

CONTINUITY OF THE CIRCUIT.

REUSE OF EXISTING CIRCUITRY: EXISTING CIRCUITRY SERVING LIGHTING FIXTURES AND/OR

RECEPTACLES FOR A GIVEN AREA SHALL BE REUSED WHERE INDICATED TO SERVE THE NEW

LAYOUT. PROVIDE CIRCUIT MODIFICATIONS INDICATED OR AS OTHERWISE REQUIRED TO

MAINTAIN THE CONTINUITY OF EXISTING CIRCUITS THAT REMAIN.

EXISTING CONDUIT: ALL EXISTING CONDUITS AND WIRING THAT WILL NOT BE REUSED SHALL BE

REMOVED WHERE THEY WILL BE EXPOSED UPON COMPLETION OF NEW WORK. EXISTING

CONDUIT TO REMAIN BELOW FLOOR SLAB SHALL BE CUT OFF ONE INCH BELOW ROUGH FLOOR

AND GROUTED FLUSH. ALL EXISTING WIRING IN CONDUITS TO BE ABANDONED SHALL BE

DISCONNECTED FROM POWER SOURCE AND REMOVED.

REPAIR DAMAGE: EXERCISE CARE IN REMOVAL OF DEMOLITION ITEMS. REPAIR, AT NO

ADDITIONAL COST TO THE OWNER, ANY DAMAGE CAUSED TO EXISTING CONSTRUCTION AND/OR

EQUIPMENT TO REMAIN.

ASSOCIATED APPURTENANCES: REMOVE ALL ELECTRICAL APPURTENANCES (DISCONNECTS,

STARTERS, WIRING, CONDUIT, ETC.) ASSOCIATED WITH ITEMS TO BE REMOVED INCLUDING

EQUIPMENT TO BE REMOVED BY OTHERS.

KNOCKOUT PLUGS AND COVERS: ALL CONDUIT REMOVED SHALL BE REMOVED IN ITS ENTIRETY,

INCLUDING FITTINGS, MOUNTING DEVICES, MOUNTING HARDWARE, ETC. PROVIDE CONDUIT

PLUGS AND BLANKS FOR ALL OPENINGS CREATED BY THE REMOVAL OF CONDUIT. PROVIDE

BLANK COVER PLATES FOR ALL OPENED OUTLET BOXES CREATED BY THE REMOVAL OF

EQUIPMENT AND/OR DEVICES

DEMOLISHED MATERIALS: ALL MATERIALS REMOVED UNDER DEMOLITION, NOT TO BE RELOCATED

OR DESIGNATED TO BE TURNED OVER TO THE OWNER, SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED COMPLETELY FROM THE SITE.

SCHEDULE OUTAGES: ALL WORK AND ALL POWER OUTAGES IN THE EXISTING BUILDING SHALL BE

SCHEDULED AT TIMES CONVENIENT TO THE OWNER.

NOTIFICATION: NOTIFY THE OWNER PRIOR TO TURNING OFF ANY CIRCUITS.

J. BARKLEY

M. LAPOINT

K. MEARS

T

150KVA, 12.47-208/120V, PAD

MOUNTED TRANSFORMER

PANEL "FT"

MATCHLINE E-102

1 2

ESR-2

SEE CONTINUATION

ON SHEET E-401

P-1; 30HP, 480V, 3Ø

WP

A-1

MDP-2 ; 3 #4, 1

#8 GND, 1 1/2"C 1

A E-401

WP

A-3

(3) 4" EC WITH PULL STRING FROM

CONTROL BUILDING TO FIRE

TRAINER. COORDINATE EXACT

STUB UP LOCATIONS WITH

TRAINER VENDOR DRAWINGS. ESR-1

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033583

TN

PN

SITE PLAN - NEW WORK

SCALE: 1" =30'

E-101

SITE PLAN - NEW WORK

RUN CIRCUIT VIA MOTOR DISCONNECT AND STARTER.

SEE RISER DIAGRAM ON SHEET E-501 FOR SIZES AND QUANTITY.

NOTES THIS SHEET

1" = 30'-0" 30' 15' 0' 60'30' 90'

ELECTRICAL SERVICE RACK "FL1" ELEVATION VIEW

FINISH GRADE

CONCRETE

ENCASEMENT

24", TYP.

3" DIAMETER

GALVANIZED

STEEL PIPE

SCHEDULE 40

WITH CAP, TYP.

1-5/8" X 1-5/8" X 12 GAUGE

GALVANIZED FRAMING

CHANNEL. MOUNT WITH

U-BOLTS (TYP)

PANEL

A

60A MCB

208/120V 3Ø, 4W

4X

3500 lb

CONCRETE

T1

15KVA

480-208/120V 3Ø 4X

PANEL

MDP

225A MCB

480/277V 3Ø, 4W

4X

ESR-1

ELECTRICAL SERVICE RACK "FL1" ELEVATION VIEW

FINISH GRADE

CONCRETE

ENCASEMENT

24", TYP.

3" DIAMETER

GALVANIZED

STEEL PIPE

SCHEDULE 40

WITH CAP, TYP.

1-5/8" X 1-5/8" X 12 GAUGE

GALVANIZED FRAMING

CHANNEL. MOUNT WITH

U-BOLTS (TYP)

3500 lb

CONCRETE

DISCONNECT

100A-3P

FU@70A

4X

ESR-2

MOTOR

STARTER

WEATHERPROOF GFI

RECEPTACLE WITH

IN-USE COVER

WEATHERPROOF

GFI RECEPTACLE

WITH IN-USE COVER

PROVIDE A CATHODIC PROTECTION SYSTEM IN ACCORDANCE WITH

SPECIFICATION SECTION 26 42 14.00 10

CATHODIC PROTECTION NOTE:

DUCTBANK CABLE SCHEDULE

DESIGNATION DUCT SIZE (IN.) CONDUCTORS/ DESCRIPTION

1 5" 4 #2 - 15KV

2 5" 1/4" NYLON PULL ROPE

J. BARKLEY

MATCHLINE E-101

OHE

EXISTING POLE 70297-43951 (3-45)

EXISTING X-AB, 15FDE3-N AND 15VDE1-N

PROVIDE 15FDDE3-N

EXISTING U.G. TERMINAL 3 PHASE

EXISTING RISER (4" GRS)

EXISTING GUY AND ANCHOR

EXISTING POLE 70296843931 (3-45)

EXISTING 15VDE1-N

PROVIDE X-AB

PROVIDE 15FDDE3-N

EXISTING U.G. TERMINAL SINGLE PHASE

EXISTING RISER (4" GRS)

EXISTING GUY AND ANCHOR

PROVIDE POLE 70296843932 (3-45)

PROVIDE X-AB, 15VDE3-N

PROVIDE U.G. TERMINAL 3 PHASE

PROVIDE RISER (TYPE B, 4" GRS)

PROVIDE GUY AND ANCHOR

EOH

EOH

1 2

MH

SEE E-101 FOR

CONTINUATION

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033584

TN

PN

SITE PLAN - NEW WORK

E-102

SITE PLAN - NEW WORK

NOTES THIS SHEET

1" = 30'-0" 30' 15' 0' 60'30' 90'

DUCTBANK CABLE SCHEDULE

DESIGNATION DUCT SIZE (IN.) CONDUCTORS/ DESCRIPTION

1 5" 4 #2 - 15KV

2 5" 1/4" NYLON PULL ROPE

J. BARKLEY

SEE CONTINUATION ON

SHEET E-101

2 2

SHEET

CODE IDENT. NOSIZE

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033585

TNPN

ELECTRICAL ENLARGED PLAN - NEW WORKA

E-401

ELECTRICAL ENLARGED PLAN - NEW WORK

(3) 4" EC WITH PULL STRING FROM CONTROL BUILDING TO FIRE

TRAINER 24" BFG MINIMUM. COORDINATE EXACT STUB UP LOCATIONS

WITH TRAINER VENDOR DRAWINGS.

2" CONDUIT WITH 1/4" NYLON PULL ROPE.

PILOT CONNECTION BOX.

NOTES THIS SHEET

3/16" = 1'-0" 0' 5' 10' 20'M-101

CONDUIT ROUTING NOTE:

J. BARKLEY

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033586

DETAILS

E-501

X0

SECTION B-B

10"

SECTION A-A

78" 58"10" 10"

3"

2"

5/8" 5"

9" 6"

5/8" LIFTING

INSET (4)

5 5/8" 18"23 5/8"

4"

78"

4"

A

A

B

B

58"

TRANSFORMER BOX PAD BASIS OF

DESIGN: PARKER BUMPER COMPANY.

ITEM NO. 7624-24

GRADE

GRADE

CONTRACTOR SHALL COORDINATE OPENING

DIMENSION FOR TRANSFORMER PURCHASED

WITH PARKER BUMPER COMPANY PRIOR TO

ORDERING PRE-CAST PAD

(AB

OV

E G

RA

DE

MI

N.

SURGE

ARRESTERS

CURRENT TRANSFORMERS (1200/5)

3-POLE FUSE BLOCK

WATTHOUR DEMAND METER: TO

CONFORM TO BASE STANDARDS.

ITRON V&I CS3 SERIES METER.

SECONDARY

COMPARTMENT

LOW VOLTAGE CABLE

TERMINATIONS

GROUND PAD (TYP OF 2)

TRANSFORMER BOX PAD

GRADE

SECONDARY CIRCUIT

GROUND ROD, TYP

OF 4, 1 AT EACH

CORNER OF PAD.

600V INSULATION

#4/0 BARE COPPER GROUND LOOP

ENCIRCLING ENTIRE CONCRETE

PAD. MIN 18" BELOW FINISHED

GRADE.

2'-0"

MIN

PRIMARY CIRCUIT

CABLE WELL

LOOP FEED

CONNECTOR

LOAD BREAK

CONNECTOR

PRIMARY NEUTRAL

BUSHING INSERT

TRANSFORMER

BUSHING WELL

OIL-IMMERSED

CURRENT-LIMITING

FUSES

2 POSITION LOAD

BREAK OIL SWITCH

PRIMARY COMPARTMENT

BAYONET OIL-IMMERSED

EXPULSION FUSES

#4/0 BARE

#4/0, 600V

INSULATION

WHD

2 1 /2"

6 1 /2"

1 1 /2"2 5/8"

5 5/8" 18"

9"

REMOVE EXISTING 25KVA

7.2KV-120/240V, 1Ø, 3W

PAD MOUNTED TRANSFORMER

REMOVE

PANEL

FT

100A MCB

120/240V 1Ø, 3W

REMOVE EXISTING PRIMARY

FEEDER BACK TO SOURCE

REMOVE EXISTING FEEDER,

COMPLETE

150KVA 12.47KV-208/120V, 3Ø, 4W PAD

MOUNTED TRANSFORMER

PANEL

FT

100A MCB

480/277V 3Ø, 4W

4X

22KAIC

PANEL

MDP

225A MCB

480/277V 3Ø, 4W

4X

22KAIC

15KVA

480-208/120V

3Ø 4X

PANEL

A

60A MCB

208/120V 3Ø, 4W

4X

10KAIC

POWER RISER DIAGRAM - DEMOLITION

NO SCALEB

POWER RISER DIAGRAM - NEW WORK

NO SCALEC

PAD MOUNTED TRANSFORMER DETAIL

NO SCALEA

TRANSFORMER PAD DETAIL

NO SCALED

N

#2 GND

4 #4/0 - 4"C 4 #2, 1 #8 GND -

1 1/4"C

3 #10, 1 #10 GND -

1/2"C

4 #6, 1 #8 GND -

1"C

G

NOTES THIS SHEET

EXISTING 12.47KV OVERHEAD PRIMARY UTILITY

EXISTING UTILITY POLE

TO REMAIN

EXISTING UTILITY POLE

TO REMAIN

PROVIDE UTILITY POLE

PROVIDE (3) 15KV, 100A

FUSED CUTOUT

DUCTBANK CABLE SCHEDULE

DESIGNATION DUCT SIZE (IN.) CONDUCTORS/ DESCRIPTION

1 5" 4 #2 - 15KV

2 5" 1/4" NYLON PULL ROPE

EXISTING 7.2KV SINGLE PHASE OVERHEAD PRIMARY UTILITY. EXTEND PRIMARY

OVERHEAD BASE UTILITY DISTRIBUTION PHASE CONDUCTORS FROM POLE 70297-43951

TO POLE 70296843931 IN ORDER TO PROVIDE 12.47KV, THREE PHASE. CONDUCTORS

SHALL MATCH EXISTING.

EXTEND 12.47KV, THREE PHASE OVERHEAD UTILITY TO POLE 70296843932. CONDUCTORS

SHALL MATCH EXISTING. COORDINATE FINAL POLE NUMBER WITH BASE.

13.2 34.5

S N

13.2

N 34.5

PLAN VIEW

POLE # (45'-3)

X-FB, 35FR3

X-FB, 15F3

TF (25KVA, 13.2 GRD. Y/7.6 KV - 120/240 V.)

S1, SDE2

GUY (5/16")

ANCHOR (10" SCREW) (12' GUY LEAD)

GROUND

NOTES

THE SYMBOLS LISTED ABOVE

INCLUDE MATERIALS (DESCRIBED

BY OVERHEAD SKETCHES) WHICH

ARE GRAPHICALLY ILLUSTRATED

BY THIS PICTURE. SEE

SKETCH OH-1.3A FOR

EXPLANATORY NOTES.

EACH SKETCH CONTAINS

MATERIAL ITEMS WHICH COMPRISE

A PART OF EACH INDIVIDUAL

SYMBOL REFERENCED BY THAT

SKETCH, THESE ITEMS ARE

INDICATED BY CIRCLED

NUMERALS WHICH ARE IDENTIFIED

BY SKETCHES OH-1.5

AND OH-1.5A.

SPACING REQUIREMENTS RELATED

TO INDIVIDUAL COMPONENTS OF

A SYMBOL ARE INDICATED ON

THE APPROPRIATE SKETCH.

VERTICAL SPACING

REQUIREMENTS BETWEEN

CIRCUITS AND/OR SYSTEMS

ARE INDICATED ON SKETCH

OH-1.4. ALL OTHER

SEPARATIONS BETWEEN

CIRCUITS, EQUIPMENT, ETC.,

SHALL CONFORM TO THE

NATIONAL ELECTRICAL

SAFETY CODE, IEEE C2.

1.

2.

3.

OH-1.3JUNE 2002SKETCH DATE STYLE

METHOD OF SHOWING SYMBOLS

UNDERBUILD CIRCUIT

POSITION OF COMMON NEUTRAL

OR MULTIPLEX SECONDARY

CONDUCTOR

CIRCUITCOMM.

PROVIDE 60" CLEARANCE WHEN OPERATING VOLTAGE OF UNDERBUILD

CIRCUIT IS GREATER THAN 15KV.

NOTE

FOR HORIZONTAL SPACING REQUIREMENTS FOR CONDUCTORS ON SAME SUPPORT,

REFER TO THE NATIONAL ELECTRICAL SAFETY CODE, IEEE C2.

1.

Ø-Ø VOLTAGE 0-15KV 15-50KV

SPACING A"

SPACING B"

40" 40"

48" 40"

OH-1.4JUNE 2002SKETCH DATE STYLE

BASIC VERTICAL SPACING REQUIREMENTS

"B"

"A"

40" MIN.

DEDICATED

CLEAR SPACE

POSITION OF LOWEST POWER (SUPPLY)

ATTACHMENT SHALL BE NO LESS THAN

24'-4" ABOVE GRADE.

DEDICATED CLEAR SPACE BETWEEN

POWER (SUPPLY) AND COMMUNICATION

CIRCUITS.

POSITION OF HIGHEST

COMMUNICATION ATTACHMENT

SHALL BE NO HIGHER THAN

21'-0" ABOVE GRADE.

POLE LINE MATERIAL LIST

FLAT STEEL BRACE (TWO PIECES)

MACHINE BOLT, 3/8" X LENGTH NEEDED WITH WASHER, NUT AND LOCKWASHER

8' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 3 1/2" X 4 1/2"

MACHINE BOLT, 5/8" X LENGTH NEEDED WITH WASHER, NUT AND LOCKWASHER

TIMBER CONNECTOR

LAGSCREW, 1/2" X 4"

ANGLE STEEL BRACE (TWO PIECES)

MACHINE BOLT, 1/2" X LENGTH NEEDED, WITH WASHER, NUT & LOCKWASHER

DEADEND BOX

STEEL PIN

PIN INSULATOR

GRID GAIN, USED ONLY WHEN THERE IS NO POLE GAIN

ANGLE STEEL BRACE (ONE PIECE)

10' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 3 1/2" X 4 1/2"

5/8" EYE NUT

5/8" EYE BOLT, LENGTH AS NEEDED, WITH WASHER, NUT & LOCKWASHER

EXTENSION LINK

BELL TYPE SUSPENSION INSULATOR WITH CONNECTING HARDWARE

STRAIN CLAMP

STEEL ANGLE PIN

CLUSTER MOUNTING BRACKET, STEEL

TRANSFORMER GROUNDING CONNECTION

STIRRUP

SECONDARY LEAD SUPPORT BRACKET

ADAPTER PLATE FOR CLUSTER MOUNTING

CLEVIS BRACKET FOR SPOOL INSULATOR

SPOOL INSULATOR

U BOLT CLAMP

PREFORMED GUY GRIP

GUY HOOK

GUY STRAIN INSULATOR

GUY WIRE, SIZE AS SPECIFIED

#4 WP CU. SOFT DRAWN GROUND WIRE

GROUND CLAMP

CONDUIT COUPLING

CONDUIT BEND

INSULATED BUSHING

PERFORATED STRAPPING, 1-1/2" WIDE

HOT LINE CLAMP

FUSED CUTOUT, AS SPECIFIED

SURGE ARRESTER, AS SPECIFIED

POLE TOP PIN (RIDGE PIN) - 24 INCHES LONG

CROSSARM ANGLE PIN

ANGLE POLE TOP PIN

WEATHERPROOF SOFT DRAWN WIRE-SIZE

T0 MATCH OR EXCEED AMPACITY OF CONNECTING

CABLE, OR

AT 125% OF TRANSFORMER FULL LOAD

CURRENT, BUT NOT LESS THAN NO. 4 AWG

(a)

(b)

OH-1.5JUNE 2002SKETCH DATE STYLE

POLE LINE MATERIAL LIST

POLE LINE MATERIAL LIST

TRI-MOUNT BRACKET

TERMINATOR

MOUNTING BRACKET

CABLE GRIP HANGER

HOSE CLAMP

STUD, 3/4" X 1-3/4"

LINE POST INSULATOR

TRIPLE INSULATOR BRACKET

ANGLE CLAMP

INSULATOR, LINE POST CLAMP

4' CROSSARM

CROSSARM GAIN BRACKET

PULLEY BRACKET

WEDGE CLAMP

MIDSPAN SERVICE CLAMP

STUD, 7"

SADDLE, ANGLE

SADDLE CROSSARM

FITTING, POLE TOP

CONNECTOR

SUSPENSION CLAMP

TIE, SERVICE CABLE

54" FIBERGLASS STRAIN INSULATOR

69 PVC RISER SHIELD

PVC EXTENSION SHIELD

PVC BACK PLATE

72 8' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 4 3/4" X 5 3/4"

73 10' WOOD CROSSARM WITH CROSS SECTION DIMENSIONS OF 4 3/4" X 5 3/4"

OH-1.5AJUNE 2002SKETCH DATE STYLE

POLE LINE MATERIAL LIST

BACK-UP CURRENT LIMITING FUSE74

J. BARKLEY

SCALE: NOTED

80091F

DES.

CHK.

DESIGN DIR.

DR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

SUBMITTED BY:

CAMP LEJEUNE, NORTH CAROLINA

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

NAVFAC DRAWING NO.DATE

DATE

OF

T. H. BURTON, P.E.

CONSTR. CONTR. NO. N40085-20-B-0071

SPEC. 05-20-0071 29

NRW ENGINEERING, P.C.

Consulting Structural Engineers

CONSTRUCT ARFF FIRE TRAINER PAD, SAS3455,

MCAS NEW RIVER

04/30/2021 60033587

DETAILS

E-502

ELEVATIONS

PLAN VIEW

NOTE

DRAWING INDICATES SYMBOL DX-AB. SUBSTITUTE 1

FOR 7 ON SYMBOL DX-FB.

OH-4JUNE 2002

DX-FB

DX-AB

SKETCH DATE STYLE

3'-2" 88

6 1/2" 6 1/2"

8'-0"

1'-6"

1'-0"

SEE NOTES 4 & 5

PLAN VIEW

ELEVATION

Ø-Ø VOLTAGE 0-15KV 15-50KV

SPACING "A" 40" 48"

NOTES

DRAWING REPRESENTS SYMBOL FDE3-N. ELIMINATE INSULATOR

ASSEMBLY FOR MIDDLE PHASE ON SYMBOLS FDE2 AND FDE2-N.

OMIT ITEMS 4 , 26 27 AND 28 FOR NEUTRAL ON FDE2

AND FDE3.

FOR NEUTRAL CONDUCTOR LARGER THAN #2 AWG,

SUBSTITUTE 19 FOR 26 , 27 AND 28 .

MODIFY THE NEUTRAL SPACING "A" AS INDICATED ON OTHER

SKETCHES FOR TRANSFORMER AND U.G. TERMINAL INSTALLATIONS.

NEUTRAL POSITION

1.

2.

3.

4.

5.

DRAWING REPRESENTS DEADEND ASSEMBLY FOR CIRCUIT VOLTAGES >5KV

AND <15KV. REFER TO SPECIFICATIONS SECTION 16301 FOR NUMBER

AND CLASS OF INSULATORS REQUIRED FOR EACH VOLTAGE LEVEL.

OH-15JUNE 2002

(0-50KV)

FDE3-N, FDE3, FDE2-N, FDE2

SKETCH DATE STYLE

2827264 "A"

6 1/2"6 1/2" PLAN VIEW

ELEVATIONS

NOTE

DRAWING INDICATES SYMBOL X-FB.

SUBSTITUTE 7 FOR 1 ON SYMBOL

X-AB.

OH-2JUNE 2002

X-AB

X-FB

SKETCH DATE STYLE

8'-0"

3'-2"

4"

1'-6"

ELEVATIONS

PLAN VIEW

TENSION AT "A" - 1200 LBS

MAXIMUM ALLOWABLE CONDUCTOR

NOTE

DRAWING INDICATES SYMBOL X-DE-FB. SUBSTITUTE 7

FOR 1 ON SYMBOL X-DE-AB.

OH-3JUNE 2002

X-DE-AB

X-DE-FB

SKETCH DATE STYLE

3 1515

424 2 3'-2"

6 1/2" 6 1/2"

8'-0"

1'-6"

4"

"A""A"

AT

TA

CH

ME

NT

PO

SIT

ION

OF

GU

Y

SE

E N

OT

E 3

SI

DE

VI

EW

FR

ON

T V

IEW

TH

IS

PO

LE

CO

NT

INU

ES

ON

BE

YO

ND

NE

UT

RA

L L

EV

EL

, IF

PO

LE

DE

AD

EN

DS

ON

TH

E

NE

UT

RA

L L

EV

EL

, IF

NO

TE

S

1.

2.

3.

OH-31JUNE 2002

(0-25KV)

U.G. TERMINAL

SKETCH DATE STYLE

45 40

49 65

2"

4" 40

MO

DIF

Y P

OS

ITI

ON

OF

TE

RM

INA

L O N D

EA

DE

ND

S T

O B E U

ND

ER

TH

E C

ON

DU

CT

OR

S

AN

D T

HE

CU

TO

UT

S O

N T

HE

BA

CK

SID

E O

F C

RO

SS

AR

M.

P

OL

E R

ISE

R M

US

T B

E

OF

FS

ET

TO

CL

EA

R N

EU

TR

AL

CL

EV

IS

BR

AC

KE

T.

CO

NN

EC

T B

OT

TO

M

LE

AD

OF

AR

RE

ST

ER

DI

RE

CT

LY

TO

PO

LE

GR

OU

ND

. I

NT

ER

CO

NN

EC

T

CA

BL

E I

NS

UL

AT

ION

SH

IEL

D D

RA

IN

WI

RE

S A

ND

CO

ND

UIT

RI

SE

R G

RO

UN

D T

O M

UL

TI-

GR

OU

ND

ED

NE

UT

RA

L (

IF

EX

IST

ING

) A

ND

PO

LE

GR

OU

ND

CU

TO

UT

PR

OV

IDE

S A

FU

SE

OR

A

SO

LID

BL

AD

E (

NO

N-F

US

ED

) O

PT

ION

CO

OR

DIN

AT

E W

ITH

SP

EC

IFI

C D

ES

IGN

RE

QU

IRE

ME

NT

S P

RO

VID

ED

GROUND LINE

SEE NOTE 3

SEE NOTES 1 & 2

OH-32JUNE 2002

GUY

GUY-I

SKETCH DATE STYLE

328'

MIN.

6'-0"

NOTES

DRAWING REPRESENTS SYMBOL FOR "GUY-I". OMIT ITEM 31 FOR THE "GUY"

SYMBOL.

ON CIRCUIT OPERATING VOLTAGES GREATER THAN 15KV, SUBSTITUTE 68 FOR 31 .

COORDINATE INSTALLATION WITH ANCHOR AS SPECIFIED.

UTILIZE ITEM 68 WHEN GUYING ATTACHMENT IS LOCATED IN THE PRIMARY AREA OF

THE POLE AS INDICATED BY SPECIFIC DESIGN REQUIREMENTS PROVIDED.

BOND ALL GUYS (SUPPLY & COMMUNICATION) AND CONNECT TO POLE GROUND AND

SYSTEM NEUTRAL (IF EXISTING).

1.

2.

3.

4.

5.

(SEE NOTE 1)

SERVICE CAP

CLAMP TYPE

SE

CO

ND

AR

Y C

ON

DU

CT

OR

NE

UT

RA

L O R T

OP

GRADE

FINISHED

GALVANIZED STEEL CONDUIT-SIZE AS INDICATED

SEE NOTE 3

SEE NOTE 2

CONDUIT LOCATION

OF TRAFFIC

DIRECTION

ROAD SIDE

POSITION

RISER

ALTERNATEPOSITION

RISER

POLE

1.

2.

3.

DIRECT BURIED

CABLE

DIRECT BURIED

CONDUIT

TYPE C

OH-35JUNE 2002

(SIZE & TYPE AS INDICATED)

CONDUIT RISER

SKETCH DATE STYLE

TYPE A

CONCRETE ENCASED

CONDUIT

TYPE B

18" MIN.

NOTES

ON CONDUIT RISER FOR PRIMARY CIRCUITS, ELIMINATE SERVICE CAP

AND PROVIDE GROUNDING TYPE INSULATING BUSHING.

BOND CONDUIT TO POLE GROUND AND SYSTEM NEUTRAL (IF EXISTING).

SEE GROUNDING NOTES ON SKETCH OH-41.

SPACE STRAPS AT MAXIMUM OF 4' INTERVALS.

ROAD SIDE

DIRECTION

OF TRAFFIC

ADDITIONAL

GROUND RODS

(WHEN REQUIRED)

PLAN

ALWAYS CONNECT THE POLE GROUND

LEAD(S) DIRECTLY TO THE NEUTRAL-

ENSURE THAT THE COPPER CONDUCTOR

WILL ALWAYS BE BELOW THE ALUMINUM.

CONNECTOR

NEUTRAL COPPERWELD STAPLES (TYP.)

GROUND

WIRE

POLE

ELEVATION

GROUND ROD

PLASTIC OR FIBER MOLDING

GALVANIZED STAPLES (TYPICAL)

FINISHED

GRADE

#4 BARE

COPPER

POLE

OH-41JUNE 2002SKETCH DATE STYLE

GROUND

24"

12"

ALTERNATE GROUND WIRE

POSITION. (USE WHEN

MULTIPLE GROUNDING

SYSTEMS ARE REQUIRED.)

(SEE NOTE 4)

1.

2.

3.

NOTES

USE ADDITIONAL GROUND RODS, WHEN REQUIRED,

TO OBTAIN RESISTANCE VALUE, AS REQUIRED BY

IEEE C2.

MAKE GROUNDING CONNECTIONS TO ALL EQUIPMENT

ON POLE AS REQUIRED BY IEEE C2.

FOR SYSTEMS OTHER THAN 4 WIRE, MULTI-

GROUNDED, USE SEPARATE GROUNDING

CONDUCTORS AND ELECTRODES FOR PRIMARY

AND SECONDARY SYSTEM DEVICE CONNECTIONS.

#4 600V INSULATED COPPER GROUNDING

CONDUCTOR REQUIRED ON PRIMARY SYSTEM

WHEN SEPARATE SYSTEMS ARE REQUIRED.

4.

K. MEARS

J. BARKLEY

M. LAPOINT

8'-0 MIN.

(FROM 24'-4"

TO 16'-4"

ABOVE GRADE)

18"

MAX

8'-0"

MIN.

10'-0"

MIN.

24"

MIN.

10'-0"

MIN.

2"

MIN.