PN79443_RTA_PLANS.pdf

PDF 12 MB Posted Sep 7, 2018

Attached to: SOF Human Performance Training Center Federal contract opportunity
Solicitation number: W912PM18R0003
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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PLANS

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File	Type	Posted
W912PM18R0003_-_04_SOF_HPTC_-_Mod.pdf	PDF	Oct 15, 2018
W912PM18R0003_-_04_SOF_HPTC_-_Conform.pdf	PDF	Oct 15, 2018
W912PM18R0003-03_SOF_HPTC_-_Amendment0003.pdf	PDF	Oct 12, 2018
W912PM18R0003-03_SOF_HPTC_-_Conform.pdf	PDF	Oct 12, 2018
A-002.pdf	PDF	Oct 5, 2018
Amend_0002_PN79443_W912PM18R0003_Conformed.pdf	PDF	Oct 5, 2018
Amendment_0002_PN79443.pdf	PDF	Oct 5, 2018
A-001.pdf	PDF	Oct 5, 2018
Pre-bid_Sign-in_sheet_for_PN79443_HPTC.pdf	PDF	Sep 27, 2018
W912PM18R00030001_Conformed_PN79443_SOF_HPTC.pdf	PDF	Sep 17, 2018
W912PM18R00030001_PN79443_SOF_HPTC.pdf	PDF	Sep 17, 2018
NAVFAC_USACE_PPQ.pdf	PDF	Sep 7, 2018
PN79443_RTA_DGNfiles.zip	ZIP file	Sep 7, 2018
PN79443_RTA_V2_APPENDICES.pdf	PDF	Sep 7, 2018
PN79443_RTA_REVITfiles.zip	ZIP file	Sep 7, 2018
PN79443_RTA_V3_FFE.pdf	PDF	Sep 7, 2018
PN79443_RTA_V1_SPECIFICATIONS.pdf	PDF	Sep 7, 2018

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E N

A M

D R

A W

G C

O D

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D E

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M A

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

G T

O N

N O

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H C

A R

O L

A R

G T

O N A

V E

N U

E W

G T

O N D

T R

T U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G-000

C O

V E

R S

H E

E T of Engineers

US Army Corps

Wilmington District of Engineers

US Army Corps

Savannah District

J .M

H E

L L

J .M

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A N

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A d v

C o v e r.

d g n

W912PM18R0003

FOR OFFICIAL USE ONLY

F O

R O

F F

L U

S E O

N L

RFP NO.:

CONTRACT NO.:

ISSUE DATE:

FORT BRAGG, NORTH CAROLINA

SEPTEMBER 2018

S E

P T

E M

B E

SOF HUMAN PERFORMANCE TRAINING CENTER (HPTC)

FY18 PN79443

F O

R T B

R A

G G

N O

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H C

A R

O L

A F

Y P

S O

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U M

A N P

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F O

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A N

C E T

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E N

T E

H P

T C

W P

R F P N

SHEET ID. TITLE

INDEX OF DRAWINGS - VOLUME 2

SHEET ID. SHEET ID.TITLE TITLE

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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C:\Users\K6ENDKRW\Documents\FY18PN79443_PROJ_R18_K6ENDKRW.rvt

7/25/2018 12:07:54 PM

2P M

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Au th or

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G-002

F D

N D

N G

N U

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, N C

U .S

. A R

M Y

C O

O F

R S

N N

W . O

N U

, G A

, N O

N A

H U

C E

G C

R (H

RTA

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 GENERAL NOTES, ABBREVIATIONS

GI101 LOCATION PLAN

GI102 YARBOROUGH COMPLEX AREA PLAN

VF001 NOTES AND LEGEND

VF101 TOPOGRAPHIC INFORMAITON

C-001 GENERAL NOTES

CD101 CONCEPT DEMOLITION PLAN

CS101 CONCEPT SITE PLAN

CG101 CONCEPT GRADING PLAN

CU101 CONCEPT UTILITY PLAN

ES101 POWER & TELECOMMUNICATIONS SITE PLAN "A"

ES102 POWER & TELECOMMUNICATIONS SITE PLAN "B"

ES103 POWER & TELECOMMUNICATIONS SITE PLAN "C"

ES601 TELECOMMUNICAITONS ONE-LINE DIAGRAM

A-001 BUILDING CODE ANALYSIS & SUMMARY

A-002 LIFE SAFETY PLANS

A-101 FIRST FLOOR PLAN

A-102 MEZZANINE LEVEL

A-103 ROOF PLAN

A-201 COMPOSITE ELEVATIONS

A-202 NORTH ELEVATION

A-203 SOUTH ELEVATION

A-204 EAST & WEST ELEVATIONS

A-301 BUILDING SECTIONS LONG

A-302 BUILDING SECTIONS SHORT

A-800 3-D VIEWS

I-111 FURNITURE PLAN - FIRST FLOOR

I-121 FURNITURE PLAN - MEZZANINE

E-101 POWER & COMMUNICATION PLAN - FIRST FLOOR

E-102 POWER & COMMUNICATION PLAN - SECOND FLOOR

K D

N D

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

C (cont) ---------------------

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED, EXPANSION

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GEJ GUTTER EXPANSION JOINT

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-

REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -------------

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY

POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY

PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

JT JOINT

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE

WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GLPLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PLPUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK

MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

R (cont) --------------------

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

V --------------------

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

W --------------------

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

X --------------------

XFMRTRANSFORMER

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL

SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL

TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMTBASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION

DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL

FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

0 GRID/COLUM

N LINE

DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBE

REVISION

TAG

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW

w/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation REFERENCE LEVEL

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

SIM

EXTERIOR ELEVATION

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

150 SF

ROOM

NAME/NUMBER

W/ AREA

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

1 View Name 1/8" = 1'-0"R101

MATCHLINE INDICATOR

VIEW TITLE BAR

1 / A-101

1 / A-102

REFERENCE

SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD,

PLASTER

EIFS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER

F- FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T-

TELECOMMUNICATIONS

*ADDITIONAL DISCIPLINES MAY BE USED

IN THIS DRAWING SET.

DRAWING NAMING CONVENTION

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

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M Y

C O

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C H

D B

US Army Corps of Engineers ®

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C O

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W . O

N U

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N A

H U

C E

G C

R (H

RTA

K D

N D

FUTURE 6' SIDEWALK

SEE SHEET GI102 FOR ENLARGED VIEW

A N

S I

C H

E C

K E

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D R

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U E D

A T

SHEET ID

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C T N

®of Engineers

US Army Corps

C A

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G O

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O D b x jg i1

.d g n

D E

S C

F O

R T B

R A

G G

N O

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A R

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F Y /P

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-1

S O

F H

U M

A N P

E R

F O

R M

A N

C E T

R A

G C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G T

O N D

T R

A R

G T

O N A

V E

N U

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U .S

A R

M Y C

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P S O

F E

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S A

V A

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A H D

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K6ENELAS

24-JUL-2018 08:17

IP_PWP:dms23026\bxjgi101.dgn

GI101

GENERAL SHEET NOTES

LAURINBURG

ELIZABETHTOWN

CLINTON

MT. OLIVE

SANFORD

ASHEBORO

BISCOE

ROCKINGHAM

DARLINGTON

LUMBERTON

WHITEVILLE

WILMINGTON

WALLACE

GOLDSBORO

SMITHFIELD

WILSON

DUNN

FAYETTEVILLE

N . C

A R

O L

S . C

A R

O L

FORT BRAGG

30195

40401

301401

VICINITY MAP

N.T.S.

RALEIGH

A 24 MB

A C

M U

R C

H S

POPE AIR FORCE BASE

C H

K E N

O A D

M c

A D

NOR

ACP#7

ACP#13

ACP#9

SCALE: 1"=3000'

99.963'N64° 3 8' 54

.61"E

.09

N1 9°

' 4

4.2 4"

171.716' N64° 3

8' 54 .61"E

R= 42.

50'

L=3 3.9

74'

R= .50

L= .01

R= .50

L= .32

R= 27.

50'

L=2 1.5

98'

11+00

12+00

13+00

14+00

15+00

16+00

17+00

20+00

10+00

19+00

18+00

24+00

25+00

27+00

28+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

21+00

22+00

23+00

26+00

115+00

121+00

123+00

122+00

120+00

119+00

118+00

117+00

116+00

124+00

125+00

126+00

127+00

110.933'

34.677'

840.162'

305.502'

121.353'

169.429'

200+00

201+00

202+00

203+00 204+00

205+00

206+00

302+00 303+00

272.422'

193.523'

6.1

104.527'

8.3

.01

21.000'

.80

257.979' 21.000'32.92"E

21.000'33.04"W

37+79.01

ONLY

C H

KEN

A F

A N L

N B

O U

L E

V A

R D

NEW DAWN DRIVE

EAGLE TALON DRIVE

U R

B A

N F

R E E

D O

M W

A Y

T O

R A B

O R

A B

O U

L E

V A

R D

C H

A O

S L

A N

MOUNTAIN VIPER DRIVE

A F

A N L

N B

O U

L E

V A

R D

A F

A N L

N B

O U

L E

V A

R D

MOUNTAIN VIPER DRIVE

T O

R A B

O R

A B

O U

L E

V A

R D

T O

R A B

O R

A B

O U

L E

V A

R D

T O

R A B

O R

A B

O U

L E

V A

R D

T O

R A B

O R

A B

O U

L E

V A

R D

EAGLE TALON DRIVE

NEW DAWN DRIVE

A F

A N L

N B

O U

L E

V A

R D

T O

R A B

O R

A B

O U

L E

V A

R D

EAGLE TALON DRIVE

URBAN

FREEDON

WAY

A F

A N L

N B

O U

L E

V A

R D

A F

A N L

N B

O U

L E

V A

R D

A F

A N L

N B

O U

L E

V A

R D

EAGLE TALON DRIVE

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

SIGNAL

FUTURE

19,720 SY

Org Parking

P a r k in g

480-PS

250-PS

613-PS

P S

FIR

EAK

C E

M E

R Y

B U

R C E

M E

R Y

B O

U N

SIGNAL

EXISTING

P N

E n g in e e r

T ra in in g

F a c ility

O U

FACILITY

WAREHOUSE

COVERED

Tower

Water

URBAN FREEDOM WAY

T O

R A B

O R

A B

O U

V A R

S S R

O O

F A C

ILIT

O X

URBAN

FREEDOM

WAY

9 URBAN FREEDOM WAY

PN 74813

142-POV Parking

X-5285

X-5486

P S

GOV

L O A D

I N G A

R E A

PN76958 FY12

BCTC

T O

R A B

O R

A B

O U

V A R

Storage

PNSWC30

RVTT

P a r k in g

HAZ MAT

O R

FSC/COF

R A

G E

C O

V E R

AREA

OUT

SHAKE

3SFG

AREA

OUT

SHAKE

AREA

PREJUM

AREA

OUT

SHAKE

95TH CAB

88 PS SOF RIGGING PARKING

PN 74813

/ 25TON CRANE

FF RIGGING STRUCTURE

R A

G E

V A

Dock

GOV Parking

Center

SWCS SPT BN

PN63850 FY17

GOV Parking

66PS SOF BN PARKING

C O

N T

E R

E M

' W

C E

E A

' W

S E

60' CLEAR APRON

SEE NOTE THIS SHEET

WATER QUALITY AREA

A R

E A

U T

S T

A C

K E

N E

X S

0.15 AC

STOR

ORG

A R

E A

Q U

A L

N S

T R

U C

N S

T R

U C

GSB TEMF CONSTRUCTION LIMITS

OESB

WATER QUALITY AREA

0.15 AC

ONLY

STOP STOP

ONLY ONLY

GSB TEMF SERVICE ROADC

N N

E C

A D

FUTURE 8" WM

FUTURE 4" GM

FUTURE 8" WM

FUTURE 4" GM

FUTURE 8" WM

CHT

GEN

FUTURE 4" GM

FUTURE 8" WM

FUTURE 4" GM

FUTURE 8" WM

P N

M F

O P

E N

18'

W Q

32,200 SY HARDSTAND

POND

DETENSION

BIO-CELL

BOF PARKING

FUTUTRE GSB PARKING

"GSB SERVICE ROAD"

FUTUTRE GSB PARKING

MEMORIA

L W

ALK

MEMORIA

L W

ALK

L O

C A

N P

L A

K O

L A

S K I

B P

H E

L P

AND TRUCK INSPECTION PLAZA

ACCESS CONTROL POINT (ACP) #8

OFFICE (DRMO) BLDG. NO. J-1334

DEFENSE REUTILIZATION MARKETING

FORT BRAGG CANTONMENT

VEHICLE REGISTRATION

BUILDING 4-2843,

SOLDIER SUPPORT CENTER,

CENTER

HUMAN PERFORMANCE TRAINING

& FIRETOWER

FORESTRY OFFICE

RECYCLING AREA

FORT BRAGG OFFICE, BLDG NO. 2-2414

CORNER OF WOODRUFF & JACKSON ST.

SOCOM RESIDENT OFFICE

BUILDING NO. 3-1631

DIRECTORATE OF PUBLIC WORKS

MAJOR ROADS

STREETS

RAILROADS

INSTALLATION BOUNDARIES

INTERSTATE ROUTE

U. S. ROUTE

STATE ROUTE

LAKES

LEGEND:

ACP#2A

ACP#2

ACP#3

ACP#4

ACP#10

ACP#11

ACP#8A

ACP#

DRIVE

BASTOGNE

ARDENNES RD

GRUBER RD

KTO

N R

YADKIN RD

R E

L Y S

GRUBER RD

A L L A

M E

A N F

R E

E W

A Y

A R

Y R

E S E R

V A

O N B

O U

N D

A R

LIT

ARY R

ERVATIO

N B

OUNDARY

N K R

O A D

CHIC

KEN R

OAD

COMMERCIAL VEHICLE ACCESS ROUTE

CONTRACTOR HAUL ROAD (BORROW PIT)

HAUL ROAD (RECYCLE)

Z A

O S

O A

R E

L Y S

MANDY D

LONGSTREET RD

BUTNER R

S P

O O

N E

R S

LONGSTREET R

COOLYCONCH RD

C O

O L

Y R

L A

M O

N T R

A R

Y R

E S

E R

V A

N B

O U

N D

A R

ILITARY RESERVATIO

N BO

UNDARY

GRUBER RD

B R

A G

G B

L V

B R

A G

G B

L V

K N

O X S

HONEYCUTT RD

K N

O X S

B R

A G

G B

L V

RANDOLPH ST

HONEYCUTT RD

MAIN ENTRANCE

SIMMONS AIRFIELD

LIT

ARY

RES

ERVATI

BOUNDARY

ACP#12 AND SAT /SUN /HOLIDAYS 0900-1700

BUTNER R

A R

T E

L Y S

HOSPI

TAL

AND THE OVERHILLS AREA.

NORTHERN TRAINING AREA

N E

W F

O R

T B

R A

G G B

O U

N D

A R

OLD FORT BRAGG BOUNDARY

P S

HWSB

PN 79439, FY16

SIGNAL

NEW

P N

R V

72 PS POV ASOT-E

Intel Annex

PN 79439 FY16

10 SP C-GOV/RENTAL

G O

R E

N T

A L

GSA

72 PS

GSA

72 PS GSA

72 PS

C T

L E

C T

L E

131 PS GSA

P N

S W

M F

SIGNAL

NEW

PN 80772, FY16

CONSTRUCTION LIMIT

HWSB

THE BEST AVAILABLE ROUTE AND SHALL COORDINATE WITH THE COR AS NEEDED.

12. HAUL ROUTE SHOWN IS SUGGESTED, CONTRACTOR IS RESPONSIBLE FOR DETERMINING

CONTRACTORS COMMERCIALOR PRIVAYELY OWNED VEHICLES REQUIRE REGISTRATION.

AUTOMATRD INSTALATION ENTRY, HAVE A TEMPORARY PASS, OR HAVE NEITHER. ALL

-ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE A

HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX

-INFO AND HOURS FOR ACP'S CAN BE FOUND HERE

11. POST ACCESS CONTROL POINT (ACP) PLAN:

INSTALLATION AT THE CONTRACTOR'S EXPENSE.

10. ALL ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE DISPOSED OF OFF THE

OR LAMONT ROAD RECYCLING AREA.

CONTRACTOR PROPERTY. ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER

PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THEY BECOME

AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER WIRE, ETC.) ARE THE

ALL CONSTRUCTION OR DEMOLITION RECYCLABLES (I.E. HVAC UNITS (FREON REMOVED), 9.

CONTENTS WHILE BEING PRESENT ON FORT BRAGG.

8. ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO BE INSPECTED OF THEIR

RECYCLABLES TO PREVENT LITTER.

7. STATE LAW AND FORT BRAGG REGULATIONS REQUIRES COVERING OF LOADS OF WASTE OR

BORROW MATERIAL; EXCESS MATERIAL SHALL BE DISPOSED OF OFF POST.

AT 977-2502, 396-3372 OR 432-6412 FOR ADDITIONAL GUIDANCE. THE LANDFILL WILL NOT ACCEPT

CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING PROGRAM

HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DPW/ENVDIV/ENVBR/PAGES/SOLIDWASTE.ASPX

”PRESENTATION ON CD OR VISIT THE “ENVIRONMENTAL WEB SITE”.

AT BLDG 3-1137, 432-6412. REVIEW THE “SOLID WASTE TRAINING FOR FORT BRAGG LANDFILL USERS

OF PUBLIC WORKS, ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING PROGRAM

A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE 6.

- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC.

BUTNER AND REILLY ROAD

- ALSO CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG 3-1240,

- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD

CARDBOARD TO BE RECYCLED

- NO ITEMS WITH LIQUIDS IN THEM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

SCRAP ALUMINUM

- NO ITEMS WITH LIQUIDS IN THEM

- NO ITEMS REQUIRING DEMILITARIZED ACCEPTED

SCRAP STEEL

- SERVICEABLE AND NON-SERVICEABLE PALLETS

PALLETS

- NO TRASH IN LOAD

- WILL EXCEPT GROUND WOOD CHIPS

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS

3 FEET OR LESS

- IF THE TREE HAS A LARGE DIAMETER (EXAMPLE 3 FT. DIA.) IT SHALL BE CUT TO LENGTHS OF

- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH

TREES, LIMBS AND STUMPS

- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE

- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD

- SHALL BE NO LARGER THAN 2’ BY 2’ PIECES OR EQUIVALENT

- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED

CONCRETE, BRICK, AND BLOCK

5. THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLES ITEMS.

ATTN: SOLID WASTE OFFICE.

OR FAX TO (910)396-4188, JEFFERY.W.SLOOP.CTR@MAIL.MILEMAIL TO JEFF SLOOP AT

THE FORT BRAGG SOLID WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH.

WASTE OR RECYCLABLES WERE DELIVERED. THIS INFORMATION IS REQUIRED TO BE SENT TO

MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE FACILITY THE

OFFICE OR A CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED

REPORTS FOR THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID WASTE/RECYCLING

FOR COMPILING DATA INTO MONTHLY DIRECTORATE REPORTS TO BE CONSOLIDATED INTO

BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING OFFICE IS RESPONSIBLE

REPORTING OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT

CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND ANNUAL

MATERIALS RECYCLED OFF FORT BRAGG. THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH

THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED AND 4.

SHALL BE SUBMITTED, FOR APPROVAL BY THE GOVERNMENT.

OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS WASTE AND MSW. LANDFILL

3. ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE “D”LANDFILL

IS CLOSED AND WILL NOT EXCEPT MSW AT THE FACILITY.

2. THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL FACILITY

WILL NOT BE ACCEPTING ANY C&D WASTE AND ASBESTOS WASTE.

1. THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND

C la s s r o o m G a r a g e

HasMat

S to ra g e

C a n o p y

Storage

General

Dispatch

NEW DAWN DRIVE

EAGLE TALON DRIVEEAGLE TALON DRIVE

YIELD

YIE

YIELD

S S

"C O

N N

E C

T O

R R

O A

STOP STOP

ONLY ONLY

FUTURE 4" GM FUTURE 4" GM

"C O

N N

E C

T O

R R

O A

8" S

S S

19,720 SY

Org Parking

EAGLE TALON DRIVE

STOP

STOPSTOPSTOP

STOP

CHTGEN A

GSTB BOF

PNSFC15

GSTB BOF

PNSFC16

DUMPSTERDUMPSTER

LOG FAC

PNSFC33

LOG FAC

PNSFC33

SF TEMF

PN79454

TIE-IN

FUTURE

STOPSTOP

STOP

STOPSTOP

FE CHLK 7

ONLY

D U

M P

S T

E R

D U

M P

S T

E R

DUMPSTER

FH FH

RCORCO

RCO

RCORCO

RCO

T T

STOP STOP

FUTURE CURB

INSTALLATIONFUTURE CURB

INSTALLATION

E X

G C

U R

S T

A L L

A T

WV WV

CBCB

CB CB

CBCB

CB CB

CBCB

PROJECT LIMITS

CONTRACTOR STAGING AREA

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

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N N

D E

N E

D B

M A

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B M

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D B

D A

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R A

C T N

®of Engineers

US Army Corps

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K6ENELAS

24-JUL-2018 08:18

IP_PWP:dms23026\bxjgi102.dgn

GI102

K O

L A

S K I

B P

H E

L P

SCALE: 1"=250'

250' 250' 500'

Y A

R B

O R

O U

G H C

O M

P L E

X A

R E

A P

L A

NEW DAWN DRIVE

EAGLE TALON ROAD

COMMERCIAL VEHICLE ACCESS ROUTE

CONTRACTOR HAUL ROAD (BORROW PIT)

HAUL ROAD (RECYCLE)

MASTER PLAN FOR YARBOROUGH COMPLEX DEVELOPMENT.1.

S I

C H

E C

K E

D B

D R

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N B

U E D

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SHEET ID

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2 3 4 5 6 7 8 9 10

S O

A T

N N

D E

N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

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R A

C T N

®of Engineers

US Army Corps

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G O

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A N P

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F O

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A N

C E T

R A

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A R

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P S O

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K6ENELAS

24-JUL-2018 08:18

IP_PWP:dms23026\bxjvf001.dgn

VF001

T E

S A

G E

N D

XX XX

400.00

SSx

SDx

Ex u

FLOW

EL.

CONC.

FND.

BLD.

SIGN

DITCH

OHE

B-40

P.I.V.

X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

GUY WIRE

Cx u

X XX

P.I.V.

X XX

K O

L A

S K I

B P

H E

L P

ANY DITCH WHICH IS EITHER STATE WATERS OR WET LANDS.

3.CONTRACTOR SHALL BE REQUIRED TO JACK AND BORE UNDER

REMOVED AND BE REPLACED.

SEWER LINES UNDER ALL PAVED ROADS NOT SHOWN TO BE

2. CONTRACTOR SHALL BE REQUIRED TO JACK AND BORE ALL

1. FOR LOCATION PLAN SEE PLATE GI101.

GENERAL NOTES:

ABBREVIATIONS

A.A.N. - AMERICAN ASSOCIATION OF NURSERYMEN

OWS - OIL-WATER SEPARATOR

DPW - DIRECTORATE OF PUBLIC WORKS

ENRD - ENVIRONMENTAL AND NATURAL RESOURCES DIVISION

ESCPDM - NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL

GI - GRATE INLET

LID - LOW IMPACT DEVELOPMENT

TEMF - TACTICAL EQUIPMENT MAINTENANCE FACILITY

ONUS - OLD NORTH UTILITY SERVICE

TG - TOP OF GRATE

TM - TOP OF MANHOLE

W/ WITH

(TYP.) TYPICAL

STORM DRAINAGE MANHOLE

CONN. N/A

TPED

AVE.

COND.

E,N,EL.

DIP

OHC

HYDR.

NEAR.

N/F

LOC.

UTIL. UTILITY

LOCATION

NOT FOUND

NEAREST

HYDRANT

LIGHT POLE

TELEPHONE POLE

OVERHEAD COMMUNICATION

DUCTILE IRON PIPE

NORTHING, EASTING, ELEVATION

CONDITION

AVENUE

TELEPHONE PEDESTAL

CONNECTIONS NOT AVAILABLE

ROAD CENTERLINE

A.K.A.

SD MH

RB/CAP

TELE.

MISC.

APPROX.

OHT

BTTM.

TRANS.

UNKN.

N/A

RTK

A/C

CMP

ANT. ANTENNA

CORRUGATED METAL PIPE

AIR CONDITIONING

REAL TIME KINETIC

BENCHMARK

NOT AVAILABLE/NO ACCESS

RAILROAD

UNKNOWN

TRANSFORMER

BOTTOM

APPROXIMATE

MISCELLANEOUS

TELEPHONE

REBAR WITH CAP

ALSO KNOWN AS

COMM.

RCP

FFE

U/G

INV.

W.S.

POSS.

ELEC.

MON

MPH

BP BRADFORD PEAR

DOGWOOD

MILES PER HOUR

MONUMENT

ELECTRICAL

POSSIBLY

WATER SURFACE ELEVATION

INVERT ELEVATION

AND

UNDERGROUND

MANHOLE

FINISHED FLOOR ELEVATION

WATER LINE

REINFORCED CONCRETE PIPE

COMMUNICATION

TEMP. TEMPORARY

OVERHEAD TELEPHONE

JUNC. JUNCTION

EXISTING TOPO LEGEND

BUILDING

FOUND

CONCRETE

ELEVATION

DROP INLET

CATCH BASIN

(VERTICAL ONLY)

PHOTO CONTROL POINT

(HORIZONTAL AND VERTICAL)

PHOTO CONTROL POINT

CONTROL POINT

UNKNOWN VALVE

WATER MANHOLE

WATER METER/VALVE

SPOT ELEVATION

MINOR CONTOUR

MAJOR CONTOUR W/ LABEL

WATER LINE

SANITARY SEWER LINE

CULVERT

STORM DRAINAGE LINE

EDGE OF STRUCTURE

UNDERGROUND ELECTRICAL LINE

OVERHEAD ELECTRICAL LINE

FENCE LINE

FLOW ARROW

GAS VALVE

ELEC. MH/SWITCH BOX

DROP INLET

STORM DRAINAGE MANHOLE

EDGE OF CONCRETE ROAD

EDGE OF ASPHALT ROAD

BENCHMARK

OVERHEAD ELECTRICAL LINE

POWER POLE

OVERHEAD COMMUNICATION LINE

UNDERGROUND COMMUNICATION LINE

SANITARY SEWER MANHOLE

LIGHT POLE

POWER POLE

OIL/WATER SEPARATOR

GRIT CHAMBER

EDGE OF WATER FEATURE (POND)

CONCRETE CURB AND GUTTER

COMMUNICATION ACCESS

CENTERLINE

LINE BREAK

TREE - PINE

TREE-HARDWOOD

TREE LINE

& GUTTER (NORMAL)

STRUCTURES

CONCRETE PAVEMENT

CONCRETE COMBINED CURB

& GUTTER (PITCHED)

CONTOUR

MANHOLE

STORM DRAINAGE LINE

SANITARY SEWER LINE

WATER LINE

BITUMINOUS PAVEMENT

STORM DRAINAGE INLET

ROOF DRAIN WITH CLEANOUT

GRAVEL PAVEMENT

CHAIN LINK FENCING

CONCRETE WALK

VEHICULAR CONCRETE WALK

EXISTING TREE

UNDERGROUND GAS LINE

EXISTING TREE WITH TREE PROTECTION

POST INDICATOR VALVE

FIRE HYDRANT

AIR RELEASE VALVE ASSEMBLY

PLUG VALVE IN MANHOLE

FORCEMAIN

SOIL BORING

WETLANDS

WETLANDS OR STREAM BUFFER

NEW

NEW WORK LEGEND

EXISTINGTO BE REMOVED

VALVE

SANITARY SEWER LINESSS

PROJECT LIMITS

S I

C H

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N B

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2 3 4 5 6 7 8 9 10

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IP_PWP:dms23026\bxjvf101.dgn

S S

8" 8"

EAGLE TALON DRIVE

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VF101

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30' 30' 60'

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BASE MAPPING.

SHEET IS A COMBINATION OF AS-BUILT DATA AND

FOR THIS PROJECT. INFORMATION PROVIDED ON THIS

1. NO TOPOGRAPHIC SURVEY HAS BEEN PERFORMED

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IP_PWP:dms23026\bxjc-001.dgn

C-001

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GRADING AND STORM DRAINAGE NOTES:

EROSION CONTROL NOTES:

LAYOUT NOTES:

DEMOLITION AND REMOVAL NOTES:

UTILITY NOTES:

SURVEY NOTES:

CONTRACTOR STAGING AREA:

EARTHWORK FOR ADDITIONAL REQUIREMENTS.

PARAGRAPHS ON DRAINAGE AND DEWATERING OF SPECIFICATION SECTION 31 00 00,

ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE

WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY

SURFACE WATER, GROUND WATER TABLE, AND/OR ANY PERCHED WATER CONDITION

FIRM UNTIL THE FOOTINGS ARE IN PLACE AND BACKFILLED. DEWATERING OF ANY

ACCOMPLISHED IN THE DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND

SHALL PROVIDE DEWATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE

EFFECTIVELY DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR

SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND

ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY1.

SHALL HAVE AN OVERLAP OF 18 INCHES.

WITH FILTER FABRIC. FILTER FABRIC SHALL EXTEND 1 FOOT PAST THE JOINT. FILTER FABRIC

ALL STORM DRAINAGE PIPES 15 INCHES OR GREATER SHALL HAVE THEIR JOINTS WRAPPED 2.

WATER.

DRAINAGE PATTERNS, SURFACE WATER RUNOFF, AND THE APPLICATION OF IRRIGATION

GROUNDWATER LEVELS CAN FLUCTUATE DEPENDING ON VARIATIONS IN PRECIPITATION,

OBSERVED DURING DRILLING. HOWEVER, BOTH "PERCHED WATER" AND TRUE

REFER TO LOGS OF SOIL BORINGS IN THE CONTRACT DRAWINGS FOR WATER LEVELSC.

SPECIFICATIONS.

PERFORMED IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND THE

WHICHEVER MEASURES THAT ARE NECESSARY SUCH THAT ALL REQUIRED WORK IS

TRENCHES, AND PUMPING FROM FILTERED SUMPS. THE CONTRACTOR SHALL PERFORM

CONSTRUCTION CAN BE ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES,

IT IS ANTICIPATED THAT SATISFACTORY DEWATERING TO PERMIT THE REQUIRED B.

TO MANY FEET BELOW THE "PERCHED WATER" LEVEL.

THE MORE PERMEABLE SOIL ABOVE IT. THE TRUE GROUND WATER LEVEL CAN BE SEVERAL

BY AN IMPERMEABLE SOIL LAYER, SUCH AS CLAYEY SAND, CLAY OR SILT, AND SATURATES

A "PERCHED WATER" CONDITION OCCURS WHEN WATER SEEPING DOWNWARD IS BLOCKEDA.

EXCAVATIONS REQUIRED FOR THIS PROJECT. SEE BORING LOCATION PLAN AND LOGS.

THE CONTRACTOR MAY ENCOUNTER "PERCHED WATER" CONDITIONS IN SOME 3.

OF CONSTRUCTION.

CONTRACTOR SHALL DESIGN AND CONSTRUCT ALL THE SITE GRADING WITH IN THE LIMITS9.

IF IT REQUIRES UNDERGROUND STORM FEATURES.

CONTRACTOR IS RESPONSIBLE FOR MEETING EISA 438 AND OTHER REQUIREMENTS EVEN8.

DRIP LINE OF THE TREES TO REMAIN.

TREES TO REMAIN. NO FILL FROM THE EXCAVATIONS SHALL BE STOCKPILED WITHIN THE

TRENCH BOXES SHALL BE USED TO INSTALL SANITARY LINES AROUND EXISTING 7.

LOCATIONS WHERE NEW SANITARY PIPES TIES TO THESE STRUCTURES.

THE CONTRACTOR SHALL GROUT SEAL EXISTING SANITARY STRUCTURES AT THE 6.

UTILITIES OF OTHER DISCIPLINES.

SHALL BE CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED

TO BE INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES

THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES 5.

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

ALL FILL AND CUT SLOPES SHALL BE NOT STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL4.

LAYOUT SHALL COORDINATE WITH ADJACENT PROJECTS.2.

COORDINATES AND STATIONING ARE IN ENGLISH UNITS.1.

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PERMITS:

COORDINATED WITH THE DPW, VIA THE C.O.R.

ALL GAS WORK SHALL MEET PIEDMONT GAS STANDARDS AND MUST BE8.

WHENEVER POSSSIBLE.

BORE WILL BE REQUIRED. CONTRACTOR NEEDS TO INSTALL UTILITIES BEFORE ROAD

ANY TIME UTILITY CROSSES A NEW PAVED ROAD JACK & BORE OR DIRECTIONAL7.

DIECTIONAL BORE.

THE DRAWINGS. CONTRACTOR MAY ELECT TO DO ADDDITIONAL JACK & BORE OR

AREA REQUIRED TO BE JACK & BORE OR DIRECTIONAL BORE ARE SHOWN ON 6.

CAROLINA REQUIREMENTS. SEE SPECIFICATION FOR MORE DETAILS.

AND NEW SANITARY SEWER SHALL BE IN ACCORDANCE WITH ALL STATE OF NORTH

SEWER AND NEW SANITARY SEWER SHALL BE 10'. SEPARATION BETWEEN WATER LINES

SEWER AND NEW SANITARY SEWER SHALL BE 4'. MINIMUM SEPARATION BETWEEN STORM

THE MINIMUM SEPARATION BETWEEN ALL UTILITIES OTHER THAN WATER AND STORM5.

FOUNDATION.

CONTRACT. THE DEMARCATION LIMITS SHALL BE 5 FEET OUTSIDE THE BUILDING

DEMARCATION TO SANITARY SEWER MAIN LINE CONNECTION THROUGH A SEPARATE

PERMITTING, AND CONSTRUCTION OF SANITARY SEWER LINES FROM POINT OF

BY OLD NORTH UTILITY SERVICES (ONUS). ONUS IS RESPONSIBLE FOR DESIGN,

SANITARY SEWER AND WATER LINES BEYOND DEMARCATION LINE IS OWNED AND MAINTAINED4.

ES PLATES FOR POWER AND COMMUNICATION RUNS.

TO PRIMARY SIDE OF THE BUILDING TRANSFORMER (POINT OF DEMARCATION). SEE

CONSTRUCTION OF EXTERIOR ELECTRICAL LINES FROM FORT BRAGG SUBSTATIONS

BY SANDHILLS UTILITIES (SUS).SUS IS RESPONSIBLE FOR DEMOLITION, DESIGN, AND

ALL OVERHEAD ELECTRICAL LINES AND EQUIPMENT ARE OWNED AND OPERATED 3.

THE CONSTRUCTION IS FINISHED.

FEATURE NOT DAMAGED MAY BE INSTALL BACK IN PLACE AS SOON AS POSSIBLE AFTER

DAMAGED SITE FEATURE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SITE

SITE FEATURES NOT SHOWN TO BE REMOVED SHALL BE AVOIDED WHEN POSSIBLE. 2.

THE CONTRACTOR SHALL PAY OWNER AND OPERATOR TO REPAIR THE DAMAGE.

CONTRACTOR IF IT IS NOT DAMAGE. IF THE UTILITY IS DAMAGED BY THE CONTRACTOR

UTILITY AND SITE FEATURE. UTILITY MAY BE MOVED AN ADJUSTED BY THE

SHOW ON THE DRAWING. THIS MAY REQUIRE HAND EXCUVATION AROUND THE

CONTRACTOR SHALL WORK AROUND EXISTING UTILITY AND SITE FEATURE 1.

CAROLINA STATE PLAN, NAD83 2011, NAVD88 (GEOID)

TOPOGRAPHIC SURVEY AS PART OF THE CONTRACT USING NORTH

DATA AND BASE MAPPING. CONTRACTOR SHALL PERFORM A

INFORMATION PROVIDED ON VF PLATES IS A COMBINATION OF AS-BUILT

NO TOPOGRAPHIC SURVEY HAS BEEN PERFORMED FOR THIS PROJECT.1.

PHASE.

CONTRATORS SHALL COORDINATE WITH UTILITY COMPANY DURING THE REMOVAL

THE WATER, SANITARY SEWER, GAS, AND ELECTRICAL HAVE BEEN PRIVATIZED. 8.

SAFETY AND SECURITY NOTES

ON-SITE REPRESENTATIVES, AT PREPARATORY AND INITIAL CONTROL PHASE MEETINGS.

INCLUDING THE CONTRACTOR, SUBCONTRACTOR(S), AND GOVERNMENT

BY THE GOVERNMENT AND DISCUSSED WITH ALL ENGAGED IN THE ACTIVITY,

RISK ASSESSMENT CODE (RAC),,FOR THE WORK ACTIVITY, HAS BEEN ACCEPTED

WORK SHALL NOT BEGIN UNTIL THE ACTIVITY HAZARD ANALYSIS (AHA) WITH 3.

THE GOVERNMENT.

PLAN (APP) SHALL BE SUBMITTED BY THE CONTRACTOR FOR REVIEW BY

BEFORE INITIATION OF WORK AT THE JOB SITE, AN ACCIDENT PREVENTION 2.

TO HIS OR HER HEALTH.

SURROUNDINGS OR UNDER CONDITIONS THAT ARE UNSAFE OR DANGEROUS

NO PERSON SHALL BE REQUIRED, INSTRUCTED OR ALLOWED TO WORK IN 1.

MATERIAL, TOPSOIL, ETC

EROSION CONTROL MEASURE SHALL BE APPLIED TO ANY STOCKLILED1.

OFFICER.

INSTALLATION OF UTILITIES SHALL BE COORDINATED WITH THE CONTRACTING

TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE 7.

WITHOUT PRIOR APPROVAL OF CONTRACTING OFFICER.

THE LIMITS OF CONSTRUCTION AS SHOWN SHALL NOT BE ADJUSTED

THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLATES. 6.

FROM DPW, ENRD PROJECT GROUP.

SHOWN FOR REMOVAL ON THE PLANS, WITHOUT PRIOR WRITTEN PERMISSION

LARGER THAN 4 INCHES DBH (DIAMETER AT BREAST HEIGHT), OTHER THAN THOSE

CONSTRUCTION EQUIPMENT. THE CONTRACTOR IS NOT TO REMOVE ANY TREES

TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED BY 5.

REMOVED WHEN CONSTRUCTION IS COMPLETED.

TREE PROTECTION SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS AND 4.

OFF THE INSTALLATION AT CONTRACTOR'S EXPENSE.

OF PAVEMENT. ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE DISPOSED OF

TO PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. SEE BORING LOGS FOR DEPTH

PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL3.

ANY LAND DISTURBING ACTIVITIES OR REMOVALS.

EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING 2.

IDENTIFIED TO BE GRASSED.

TOPSOIL SHALL BE SPREAD AND COMPACTED 4 INCHES THICK ON AREAS1.

GOFF, 910-907-1759

DPW TRANSPORTATION ENGINEER, RAY TRAFFIC CONTROL PERMIT16.

REPRESENTATION OF A DEFENSE INSTALLATION.

PUBLISH, SELL OR GIVE AWAY ANY PHOTOGRAPH, PICTURE OR GRAPHIC

INSTALLATION. IT IS ALSO A CRIME UNDER 18 USC 797 TO REPRODUCE,

PERMISSION OF THE COMMANDING OFFICER OF THE MILITARY

PHOTOGRAPH DEFENSE INSTALLATIONS WITHOUT FIRST OBTAINING THE

OR COM (703) 695-8469. IT IS A CRIME UNDER 18 USC 795 TO

DIRECTORATE DCS G3/5/7 - POC IS MR. DREDDRICK BROWN, DSN 225-8469

- DIRECTOR OPERATIONS PHOTOGRAPHY INSTALLATION PERMIT15.

DIVISION (ESD), 910-396-3372.

- DPW-ENVIRONMENTAL SUSTAINMENT LANDFILL DISPOSAL PERMIT 14.

ERIC.M.TORRES24.CTR@MAIL.MIL.

TANKS AND WATER QUALITY PROGRAM, FORT BRAGG-DPW-ECB

TORRES, 910-432-8450, CHENEGA GLOBAL SERVICES, LLC, STORAGE

DPW WATER QUALITY PROGRAM MANAGER, ERIC IRRIGATION PERMIT13.

TRANSPORTER AND DISPOSAL FACILITIES PERMITS 12.

ENVIRONMENTAL COMPLIANCE BRANCH (ECB)

DOMESTIC WATER HEATERS) DPW ENVIRONMENTAL BRANCH,

(BASED ON TYPE OF MATERIAL DUST, BOILERS AND TITLE V AIR PERMITS 11.

SECTION 401 (WATER QUALITY).

(SEE CLEAN WATER ACT SECTION 404 AND STREAM CROSSING PERMIT10.

(SEE FAR 52.236-7.)GENERAL USE PERMITTED EQUIPMENT9.

ENVIRONMENTAL OFFICE (AIR PROGRAM MANAGER)

[FEDERAL, STATE AND LOCAL] DPW INSTALLATION CLEAN AIR ACT (CAA)8.

REGULATORY PERMITS7.

SECTION 01 57 19.

(POSSIBLE 180 DAY PROCESS). SEE SPEC ENVIRONMENTAL PERMITS6.

ENGINEER (SUBMIT 15 CALENDAR DAYS PRIOR TO WORK)

DPW - FACILITIES DIGGING/EXCAVATION PERMIT (FB FORM 1605-E)5.

FAX TO (910)396-4188, ATTN: SOLID WASTE OFFICE.

2016, OR CONTACT JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR

DPW’S SOLID WASTE AND RECYCLING REQUIREMENTS, DATED 6 OCT

PHASE III SECTION OF THE LANDFILL IS OPEN AND OPERATING. SEE

STATE CERTIFIED C&D LANDFILL OR SUB TITLE “D”LANDFILL, UNTIL A NEW

CONSTRUCTION AND DEMOLITION WASTE OFF THE INSTALLATION TO A

CONTRACTORS NEED TO MAKE ARRANGEMENTS TO HAUL

WASTE (TO INCLUDE FRIABLE ASBESTOS CONTAINING MATERIALS).

WASTE AND WILL NO LONGER ACCEPT CONSTRUCTION AND DEMOLITION

REACHED ITS CAPACITY TO ACCEPT CONSTRUCTION AND DEMOLITION

FACILITY - DPW ENVIRONMENTAL BRANCH. NOTE: LANDFILL HAS

BRAGG LAMONT ROAD CONSTRUCTION AND DEMOLITION LANDFILL

- FOR FORT CONSTRUCTION AND DEMOLITION (C&D) WASTE PERMIT4.

DPW UNTIL FURTHER NOTICE.

CALENDAR DAYS PRIOR TO WORK) - BORROW PIT HAS BEEN CLOSED BY

DPW ENVIRONMENTAL BRANCH (SUBMIT 14 BORROW PIT PERMIT3.

REM

DPW-ECB AIR QUALITY MIKE FISHER, BOILERS & GENERATORS PERMIT2.

OFFICER VICTOR D. WOOTEN, 910-9088-4138

INSTALLATION RADIATION SAFETY ARMY RADIATION PERMIT (ARP)1.

TO THE WEST OF THE PROPOSED PARKING LOT.

STAGING AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION;1.

EAGLE TALON DRIVE

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IP_PWP:dms23026\bxjcd101.dgn

CD101

SHEET KEYNOTES

SCALE: 1"=30'

30' 30' 60'

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LEGEND

REMOVE ASPHALT PAVEMENT

CLEAR AND GRUB

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AS NEEDED.

2. SAWCUT AND REMOVE CURB AND GUTTER

1. REMOVE FENCE POSTS

4. DASHED LINES INDICATE A FUTURE PROJECT.

ON TREE HARVESTING.

3. REFER TO SECTION 01 10 00 FOR INFORMATION

INSTALLATION.

2. REMOVE PAVEMENT AS NECCESARY FOR UTILITY

CHANGE DURING DESIGN.

1. LIMITS OF REMOVAL ARE APPROXIMATE AND MAY

EAGLE TALON DRIVE

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25-JUL-2018 11:37

IP_PWP:dms23026\bxjcs101.dgn

(TYP.)

(HPTC)

TRAINING CENTER

HUMAN PERFORMANCE

10,000 SF

STORM WATER AREA

7400 SF

STORM WATER AREA

(80' x 160')

TURF FIELD

CS101

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8. MOTORCYCLE PARKING

7. RESERVED PARKING FOR HANDICAP ONLY (9 SPACES).

6. ATFP SETBACK.

NOTED OTHERWISE.

5. PLAIN CONCRETE SIDEWALK, 6' WIDE UNLESS

4. DUMPSTER ENCLOSURE

3. DROP ARM GATE

2. CONCRETE PAVEMENT

1. ASPHALT PAVEMENT,.

5. DASHED LINES INDICATE A FUTURE PROJECT.

AND NOTES.

4. REFER TO SHEETS VF001 AND CS001 FOR LEGEND

(INCLUDING ADA).

3. PROVIDE A MINIMU OF 34 PARKING SPACES

MATERIALS. REFER TO UFC 4-010-01.

MAY VARY BASED ON THE ACTUAL BUILDING

2. ATFP SETBACK IS SHOWN AT 82'. SETBACK

1. LAYOUT IS CONCEPTUAL ONLY.

S S 8"

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IP_PWP:dms23026\bxjcg101.dgn

10,000 SF

STORM WATER AREA

7400 SF

STORM WATER AREA

10,000 SF

STORM WATER AREA

7400 SF

STORM WATER AREA

CG101

SCALE: 1"=30'

30' 30' 60'

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LEGEND

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1. CONNECT TO EXISTING INLET

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(HPTC)

TRAINING CENTER

HUMAN PERFORMANCE

FF = 262.00

STORM WATER MANAGEMENT AREA

STORM DRAIN

STORM DRAINAGE STRUCTURE

2. DASHED LINES INDICATE A FUTURE PROJECT.

1. LAYOUT IS CONCEPTUAL ONLY.

STOP

FE CHLK 7

258.66

ONLY

STOP STOP

S S

8" 8"

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IP_PWP:dms23026\bxjcu101.dgn

RIM EL. 252.5

" 8

MH 10G4

MH 10G5

NEW MH

(NIC)

FUTURE PARKING LOT

(NIC)

FUTURE PARKING LOT

(NIC)

FUTURE PARKING LOT

(NIC)

CU101

SCALE: 1"=30'

30' 30' 60'

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NEW SANITARY SEWER LINE

NEW WATER LINE

NEW NATURAL GAS LINE

3. NATURAL GAS POINT OF CONNECTION.

2. WATER POINT OF CONNECTION.

1. SANITARY SEWER POINT OF CONNECTION.

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T Y P

L A

(80' x 160')

TURF FIELD

(HPTC)

TRAINING CENTER

HUMAN PERFORMANCE

S NEW SANITARY SEWER MANHOLE

BUILDING SERVICE

NEW UNDERGROUND SECONDARY

NEW UNDERGROUND DUCTLINE

3. DASHED LINES INDICATE A FUTURE PROJECT.

TELECOMMUNICATIONS INFORMATION.

2. REFER TO ES101 - ES103 FOR POWER AND

DEMARCATION POINT

RESPONSIBLE FOR CONSTRUCTION TO THIS

AND MAINTAINED BY ONUS. CONTRACTOR IS ONLY

5 FOOT OF THE BUILDING FOUNDATION ARE OWNED

1. SANITARY SEWER AND WATER LINES BEYOND

3 4 5

SCALE: 1"=30'

30' 30' 60'

NEW UNDERGROUND DUCTLINE

TELECOMMUNICATIONS

DUCTLINE

EXISTING UNDERGROUND

NEW MANHOLE

EXISTING MANHOLE

POWER

BUILDING SERVICE

NEW UNDERGROUND SECONDARY

(PROVIDED BY OTHERS)

TRANSFORMER

NEW BUILDING SERVICE

(4) RUNS OF 4-500 MCM IN 4 INCH CONDUIT.6. 1200 AMP BUILDING SERVICE - 480 VOLT, 3-PHASE5. 750 KVA TRANSFORMER (PROVIDED BY OTHERS)4. 100-PAIR COPPER OSP CABLE.3. 12-STRAND SINGLE OSP FIBER CABLE. CONTAINING A 6 CELL WOVEN INNERDUCT.2. 3-WAY, 4" CONCRETE ENCASED DUCTLINE WITH ONE DUCT 1. EXISTING SERVICE MANHOLE.

UNDER A SEPARATE CONTRACT. SHALL BE PROVIDED BY SANDHILLS UTILITY LLP 2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION SHOWN ARE ESTIMATED.1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

KEY PLAN

LEGEND

SHEET KEYNOTES

UNDER A SEPARATE CONTRACT.

SHALL BE PROVIDED BY SANDHILLS UTILITY LLP

2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION

SHOWN ARE ESTIMATED.

1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

W E

R T

E L E

C O

M M

U N

A T

N S

ES101

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDER A SEPARATE CONTRACT. SHALL BE PROVIDED BY SANDHILLS UTILITY LLP 2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION SHOWN ARE ESTIMATED.1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

BLDG X5452

FY13

SOF BOF

PN69287

E P

L A

N A

ES101 ES102

A B

ES103

EAGLE TALON DRIVE

BLDG X2507

SOF TEMF

V A

U G

H N

J S

T E

5. NEW 200-PAIR COPPER OSP CABLE.

4. NEW 48-STRAND SINGLE MODE OSP FIBER CABLE.

FABRIC MESH INNERDUCT IN ONE DUCTLINE.

PROVIDE A THREE INCH, THREE CELL NON-DETECTABLE

3. NEW 4-WAY, 4" CONCRETE ENCASED DUCTLINE

2. EXISTING TELECOMMUNICATIONS DUCTLINE.

1. EXISTING TELECOMMUMICATIONS MANHOLE.

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

D E

N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O je s .d g n

D E

S C

F O

R T B

R A

G G

N O

R T

H C

A R

O L

F Y /P

-2

-1

S O

F H

U M

A N P

E R

F O

R M

A N

C E T

R A

G C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G T

O N D

T R

A R

G T

O N A

V E

N U

G T

O N

N C

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

O G

L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H

G A

J S

T E

J U

L Y

RTA

W P

M -1

-R -0

K6ENXDGV

25-JUL-2018 11:08

IP_PWP:dms23042\bxjes101.dgn

MH 10G4

MH 10G5

(NIC)

FUTURE PARKING LOT

(NIC)

LRGPHQSPNSFC35

1 8 2 6 7

3 4 5

NEW UNDERGROUND DUCTLINE

TELECOMMUNICATIONS

DUCTLINE

EXISTING UNDERGROUND

NEW MANHOLE

EXISTING MANHOLE

POWER

BUILDING SERVICE

NEW UNDERGROUND SECONDARY

(PROVIDED BY OTHERS)

TRANSFORMER

NEW BUILDING SERVICE

UNDER A SEPARATE CONTRACT. SHALL BE PROVIDED BY SANDHILLS UTILITY LLP 2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION SHOWN ARE ESTIMATED.1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

KEY PLAN

LEGEND

SHEET KEYNOTES

UNDER A SEPARATE CONTRACT.

SHALL BE PROVIDED BY SANDHILLS UTILITY LLP

2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION

SHOWN ARE ESTIMATED.

W E

R T

E L E

C O

M M

U N

A T

N S

ES102

GENERAL SHEET NOTES

SHEET KEYNOTES

UNDER A SEPARATE CONTRACT. SHALL BE PROVIDED BY SANDHILLS UTILITY LLP 2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION SHOWN ARE ESTIMATED.1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

ES101 ES102

E P

L A

N B

A B

ES103

EAGLE TALON DRIVE

PARKING LOT

FUTURE PROPOSED

V A

U G

H N

J S

T E

(4) RUNS OF 4-500 MCM IN 4 INCH CONDUIT.

10. 1200 AMP BUILDING SERVICE - 480 VOLT, 3-PHASE

9. 750 KVA TRANSFORMER (PROVIDED BY OTHERS - NIC)

BUILDING.

NEW MANHOLE AND EXTEND CABLES IN NEW DUCTLINE TO

8. SPLICE NEW SMALLER CABLES TO NEW LARGER CABLES IN

7. NEW 25-PAIR COPPER OSP CABLE TO TELCOM ROOM

IN INNERDUCT.

6. NEW 12-STRAND SINGLE MODE OSP FIBER CABLE

5. NEW 200-PAIR COPPER OSP CABLE.

4. NEW 48-STRAND SINGLE MODE OSP FIBER CABLE.

FABRIC MESH INNERDUCT IN ONE DUCTLINE.

PROVIDE A THREE INCH, THREE CELL NON-DETECTABLE

3. NEW 4-WAY, 4" CONCRETE ENCASED DUCTLINE

FABRIC MESH INNERDUCT IN ONE DUCTLINE.

PROVIDE A THREE INCH, THREE CELL NON-DETECTABLE

2. NEW 3-WAY, 4" CONCRETE ENCASED DUCTLINE

1. NEW TELECOMMUMICATIONS MANHOLE.

A N

S I

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

E N

A M

2 3 4 5 6 7 8 9 10

S O

A T

N N

D E

N E

D B

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

®of Engineers

US Army Corps

C A

T E

G O

R Y C

O je s .d g n

D E

S C

F O

R T B

R A

G G

N O

R T

H C

A R

O L

F Y /P

-2

-1

S O

F H

U M

A N P

E R

F O

R M

A N

C E T

R A

G C

E N

T E

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G T

O N D

T R

A R

G T

O N A

V E

N U

G T

O N

N C

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

O G

L E

T H

O R

P E A

V E

N U

S A

V A

N N

A H

G A

J S

T E

J U

L Y

RTA

W P

M -1

-R -0 k6enxjlh

25-JUL-2018 11:32

IP_PWP:dms23042\bxjes102.dgn

PN 79443

CENTER

TRAINING

PERFORMANCE

HUMAN

NEW MH

GPHQS

PNSFC35

FUTURE SITE (NIC)

FUTURE PARKING LOT

1 1

5 6

NEW UNDERGROUND DUCTLINE

TELECOMMUNICATIONS

DUCTLINE

EXISTING UNDERGROUND

NEW MANHOLE

EXISTING MANHOLE

POWER

BUILDING SERVICE

NEW UNDERGROUND SECONDARY

(PROVIDED BY OTHERS)

TRANSFORMER

NEW BUILDING SERVICE

UNDER A SEPARATE CONTRACT. SHALL BE PROVIDED BY SANDHILLS UTILITY LLP 2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION SHOWN ARE ESTIMATED.1. LAYOUT IS CONCEPTUAL ONLY. SIZES AND LOCATIONS

KEY PLAN

LEGEND

SHEET KEYNOTES

UNDER A SEPARATE CONTRACT.

SHALL BE PROVIDED BY SANDHILLS UTILITY LLP

2. TRANSFORMER AND PRIMARY POWER DISTRIBUTION

SHOWN ARE ESTIMATED.

W E

R T

E L E

C O

M M

U N

A T

N S

ES103

GENERAL SHEET NOTES

SHEET KEYNOTES

(4) RUNS OF 4-500 MCM IN 4 INCH CONDUIT.6. 1200 AMP BUILDING SERVICE - 480 VOLT, 3-PHASE5. 750 KVA TRANSFORMER (PROVIDED BY OTHERS)4. 100-PAIR COPPER OSP CABLE.3. 12-STRAND SINGLE OSP FIBER CABLE.

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