EXHIBIT_F_-_CCMU_JMMU_2001_Part1_0001.pdf

1 I 2 I 3 I

INDEX OF DRAWINGS

SHEET NO, TITLE SHEET NO. TITLE

GENERAL ARCHITECTURAL /.\

X-1 INDEX L..!,Ll. A-1 AFTER ACTION REVIEW FLOOR PLAN AND SCHEDULES - X-2 LOCATION AND VICINITY MAP A-2 AFTER ACTION REVIEW EXTERIOR AND INTERIOR ELEVATIONS

X-3 STANDARD SYMBOLS AND DETAILS

X-4 STANDARD ABBREVIATIONS A-3 AFTER ACTION REVIEW EXTERIOR ELEVATIONS AND DETAILS

D A-4 CENTRAL CONTROL BUILDING FLOOR PLAN AND SCHEDULES

CIVIL SITE A-5 CENTRAL CONTROL BUILDING EXTERIOR AND INTERIOR

CS-lthruCS-6 OVERALL SITE PLANS ELEVATIONS AND DETAILS CS-?thruCS-12 GENERAL SITE (CLEARING AND REMOVAL) A-6 GENERAL INSTRUCTION FLOOR PLAN AND SCHEDULES CS-13thruCS-198 RANGE PLAN SHEETS A-7 GENERAL INSTRUCTION EXTERIOR AND INTERIOR ELEVATIONS

CS-199 RANGE DATA SHEET AND DETAILS

CS-200thruCS-201 SUPPORT AREA LAYOUT A-8 GENERAL MAINTENANCE FLOOR PLAN AND SCHEDULES CS-202 SCREENING/ BORE SITE AND PLUMB SYNC LAYOUT A-9 GENERAL MAINTENANCE EXTERIOR ELEVATIONS CS-203 CLABBER CREEK CURVE DATA SHEETS A-10 DUAL-SEX LATRINE FLOOR PLAN AND SCHEDULES CS-204 JACK MOUNTAIN CURVE DATA SHEETS A-11 DUAL-SEX LATRINE EXTERIOR AND INTERIOR ELEVATIONS CS-205thruCS-206 PRIMARY TARGET SERVICE ROAD CURVE DATA SHEET AND DETAILS lb\ CS-207thruCS-208 CULVERT SCHEDULE A-12 TYPICAL SECTIONS AND DETAILS

A-13 TYPICAL DOOR AND WINDOW DETAILS

CIVIL DETAILS

CD-1 TYPICAL ROAD, TRAIL AND PARKING SECTIONS STRUCTURAL

CD-2 AMTC EMPLACEMENT S-1 GENERAL NOTES AND ABBREVIATIONS

CD-3 AMTC BERMS AND DETAILS S-2 TYPICAL DETAILS AND SECTIONS

CD-4 STATIONARY ARMOR TARGET <SAT) S-3 AFTER ACTION REVIEW FOUNDATION AND FLOOR PLAN CD-5 SAT BERMS AND DETAILS POWER CENTER EMPLACEMENT S-4 CONTROL CENTER FOUNDATION AND FLOOR PLAN CD-6 STATIONARY INFANTRY TARGET S-5 GENERAL INSTRUCTION FOUNDATION AND FLOOR PLAN CD-7 INFANTRY TARGET BERMS AND DETAILS (V-GR□UP) S-6 GENERAL MAINTENANCE FOUNDATION AND FLOOR PLAN CD-8 TRENCH DETAILS S-7thruS-8 DUAL SEX LATRINE FOUNDATION AND FLOOR PLAN

CD-9 SCREENING LINE AND PLUMB/SYNC RAMP DETAILS S-9 SECTIONS

CD-10 DEFILADE DETAILS TURRET DOWN

C CD-llthruCD-14 TURN PAD LAYOUT MECHANICAL

CD-15 TURN PAD DETAILS M-1 HVAC FLOOR PLAN AFTER ACTION REVIEW BUILDING

_,, CD 16 MISCELLANEOUS DETAILS M 2 HVAC FLOOR PLAN CENTRAL CONTROL BUILDING

CD-17thruCD-19 LOW WATER CROSSING DETAILS M-3 HVAC FLOOR PLAN GENERAL INSTRUCTION BUILDING, CD-20thruCD-21 DRAINAGE DETAILS LATRINE BUILDING

, Je\ '• CD-38thruCD-39 CONCRETE CONSTRUCTION JOINT LAYOUT M-5 HVAC SCHEDULES AND DETAILS I

EROSION CONTROL PLUMBING

I\ EC-lthruEC-4 EROSION CONTROL DETAILS P-1 PLUMBING FLOOR PLAN LATRINE BUILDING

L..!L:l. EC-SthruEC-9 EROSION CONTROL PLAN

ELECTRICAL

FOUNDATION AND MATERIALS E-lthruE-25 ELECTRICAL SITE PLAN RANGE POWER DISTRIBUTION F-1 FIELD TESTING LOCATION PLAN E-26thruE-49 ELECTRICAL SITE PLAN RANGE DATA DISTRIBUTION F-2thruF-3 SOIL CLASSIFICATION E-SOthruE-51 ELECTRICAL POWER DISTRIBUTION SINGLE LINE DIAGRAM F -4thruF -33 /\ SOIL BORINGS CLABBER CREEK

L..!,U E-52thruE-54 ELECTRICAL POWER DISTRIBUTION SINGLE LINE DIAGRAM

CIVIL PROFILES A JACK MOUNTAIN

CP-1 thruCP-4 · CLABBER CREEK TRAIL 1 PROFILE /b\ E-55thruE-56 POWER SINGLE LINE DIAGRAM CLABBER CREEK CP-SthruCP-8 CLABBER CREEK TRAIL 2 PROFILE E-57thruE-58 POWER SINGLE LINE DIAGRAM JACK MOUNTAIN CP-9thruCP-12 CLABBER CREEK TRAIL 3 PROFILE E-59thruE-60 DATA DISTRIBUTION SINGLE LINE DIAGRAM CLABBER CREEK CP-13thruCP-16 CLABBER CREEK TRAIL 4 PROFILE E-61thruE-62 DATA DISTRIBUTION SINGLE LINE DIAGRAM JACK MOUNTAIN CP-17thruCP-19 CLABBER CREEK AMTC PLAN AND PROFILE E-63 FIBER OPTIC CABLING RISER DIAGRAM CP-20thruCP-23 JACK MOUNTAIN TRAIL 1 PROFILE E-64 TYPICAL ARMOR MOVING TARGET CARRIER SYSTEM CP-24thruCP-27 JACK MOUNTAIN TRAIL 2 PROFILE E-65 EMPLACEMENT DETAILS

B CP-28thruCP-31 JACK MOUNTAIN TRAIL 3 PROFILE E-66 ELECTRICAL PANEL SCHEDULES CLABBER CREEK CP-32thruCP-36 JACK MOUNTAIN TRAIL 4 PROFILE E-67 ELECTRICAL PANEL SCHEDULES JACK MOUNTAIN CP-37thruCP-40 JACK MOUNTAIN AMTC PLAN AND PROFILE E-68thruE-70 ELECTRICAL PANEL SCHEDULES CLABBER CREEK CP-41thruCP-53 PRIMARY TARGET SERVICE ROAD 1 PROFILE E-71thruE-73 ELECTRICAL PANEL SCHEDULES JACK MOUNTAIN

/b\ CP-54thruCP-55 PRIMARY TARGET SERVICE ROAD 2 PROFILE E-74 ELECTRICAL LEGEND AND FIXTURE SCHEDULE

E-75 ELECTRICAL FLOOR PLAN AFTER ACTION REVIEW BUILDING

CIVIL CROSS SECTIONS LIGHTING

CX-lthruCX-7 CLABBER CREEK TRAIL 1 CR□SS-SEC1IONS E-76 ELECTRICAL FLOOR 0 LAN AFTER ACTION REVIEW BUILDING CX-8thruCX-13 CLABBER CREEK TRAIL 2 CROSS-SECTIONS POWER AND AUXILIARY SYSTEMS CX-14thruCX-19 CLABBER CREEK TRAIL 3 CROSS-SECTIONS E-77 AFTER ACTION REVIEW BUILDING SINGLE LINE DIAGRAM CX-20thruCX-25 CLABBER CREEK TRAIL 4 CROSS-SECTIONS E-78 ELECTRICAL ROOF PLAN AFTER ACTION REVIEW BUILDING

/b\ CX-26thruCX-31 JACK MOUNTAIN TRAIL 1 CROSS-SECTIONS LIGHTING PROTECTION E-79 ELECTRICAL FLOOR PLAN CENTRAL CONTROL BUILDING -1------+---------+--------------------------+-----+---------+---------------------------j LIGHTING CIVIL CROSS SECTION

CX-32thruCX-37 JACK MOUNTAIN TRAIL 2 CROSS-SECTIONS E-80 ELECTRICAL FLOOR PLAN CENTRAL CONTROL BUILDING CX-38thruCX-43 JACK MOUNTAIN TRAIL 3 CROSS-SECTIONS POWER AND AUXILIARY SYSTEMS CX-44thruCX-49 JACK MOUNTAIN TRAIL 4 CROSS-SECTIONS E-81 CENTRAL CONTROL BUILDING SINGLE LINE DIAGRAM CX-SOthruCX-62 PRIMARY TARGET SERVICE ROAD 1 CROSS-SECTIONS E-82 ELECTRICAL FLOOR PLAN CENTRAL CONTROL BUILDING CX-63thruCX-66 PRIMARY TARGET SERVICE ROAD 2 CROSS-SECTIONS LIGHTING PROTECTION

E-83 ELECTRICAL FLOOR PLAN GENERAL INSTRUCTION BUILDING

E-84 ELECTRICAL FLOOR PLAN LATRINE BUILDING

A

4 I 5

PROJECT NOTES:

1. REMOVE EXISTING PIPE AS NECCESSARY

FDR NEW CONSTRUCTION,

2. PROF I LES AND CROSS - SECT I □NS ARE

PROVIDED FDR ALL TRADITIONAL

ROADS, TRAILS, BASELINE, PRIMARY

TARGET SERVI CE ROADS, ETC,

NON - TRADITIONAL ITEMS SUCH AS

TARGET EMPLACEMENTS, DEFILADE

AND POWER CENTERS ARE SHOWN

WITH GRADING PLANS.

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

I m US Army Corps of Engineers

FORT WORTH DISTRICT

POLYBNGINEERING, INC.

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FORT WORTH DISTRICT

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HEATING, VENTILATING AND AIR CONDITIONING

FANS, HEATERS ANO VENTILATORS: EF-1

CENTRIFUGAL ROOf" @

EXHAUST FAN AND \CY

DESIGNATION _______ _

CENTRIFUGAL WALL \EF-2

EXHAUST FAN AND ,6.

DESIGNATION ~A

PROPELLER T'l'PE j EF -3

WALL MOUNTED FAN ~

AND DESIGNATION ~

CONVECTOR AND

DESIGNATION

C-1 f AN CONTROL UNIT

AND OESIGNA TION - ---

FC-1

UNIT HEATER A_N_D ______ ,-fl~

DESIGNATION ""'U

UNIT HEATER -

VERTICAL AND

DESIGNATION

UNIT VENTILATOR

" / QuH-3

PIPE FITTINGS AND SPECIAL TIES

CONNECTION TYPES:

FLANGED SCREWED BELL & SPIGOT WELDED SOLDERED

-J _J _J- _J _J

NOTES:

SCREWED ENO REPRESENTATION MAY BE USED FOR ALL TYPES Of

CONNECTIONS PROVIDED THE TYPE OF CONNECTION IS COVERED

BY ORA\\lNG LEGEND, NOTE OR SPECIFICATIONS.

PIPE FlTTINGS:

BASE ELBOW ________ ,_l

BRUSHING __________ -D

REDUCING ELBOW

REDUCING FLANGE

_____ rJ

-------- -ID-

GAS LINE

INDUSTRIAL WASTE LINE

POWER LINE - AERIAL

POWER LINE - UNDERGROUND

POWER LINES DUCTS

SANITARY SEWER LINE

FORCE MAIN

STEAM LINE

TOPOGRAPHIC SYMBOLS

NEW EXISTING

G ---G--- ---,w--- ---IW---

---P--= ---P---

---UP--- ---UP---

-m (3-4")- ---EO---

---ss--- ---SS---

---FM--- ---FM---

---s,--- ---S--- ---so--- ---SD---

RADIATOR ANO

DESIGNATION

R-1 CENTRIFUGAL CEILING EXHAUST

f AN AND DESIGNATION EF-4

CLEANOUT __________ ~·

TELEPHONE LINE - UNDERGROUND ---,u--- ---TU---

DUCT WORK

MCD CROSS ___________ +

SIDE OUTl£T ELBOW OUTl£T - OOWN

SIDE OUTLET ELBOW OUTLET - UP

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

TELEPHONE DUCTS -10 (2-4")- ---TD---

AIR DEFLECTOR f- t CEILING DIFFUSER - _-,t I- 500X300 CD ----- rr RECTANGULAR OR I.C>i 700 CFM M_ ~-~ SQUARE, 4-WAY THROW I

DOUBLE BRANCH ELBOW ____ ~ SIDE OUTLET TEE OUTLET - DOWN --->¼< TELEPHONE ANO POWER - AERIAL

WATER LINE

---PT--- ---PT---

---w--- ---W---

AuTDMATic oAMPERs - [,..,,. ,jM.o. cE1L1NG D1FFusER - _,;::;-i0 _ sooJ cD

MOTOR OPERA TED ------ [:L •"' ". @ ROUND------ ~ 700 CFM

CEILING DIFFUSER - ~ DIRECTION OF FLOW I f - f

HALF-ROUND 500 ?J CO

CEILING DIFFUSER - 7oo CFM DUCT-FIRST FIGURE RECTANGULAR OR )={ 500 X 300 CD \\lDTH, SECOND DEPTH ___ f 500X3@

SQUARE, 2-WAY THROW ~700 CFM ~500X300

CEILING DIFFUSER - - 500 X JOO CO EXHAUST DUCT SECTION _ ~

RECTANGULAR OR 700 CFM

SQUARE, 3-WAY THROW ~ EXHAUST INLET 121181

FLEXIBLE

CONNECTIONS SUPPL y OUTLET ------

--~ --,URNING VANES _____ ,,,. 1/r-OUTSIDE AIR DUCT SECTION r-::::::-i\1500 X 300 s, ((ct !fo°i~ifDFLii:vOP_I_N_R_E_S_PE_C_T __ +E DIii + foCL.!.\lifDFLi~E _1N_R_E_sP_E_c_T __ flll R=ilf+

OTHER DUCTS SECTION ~(LABEL)

-- ~l<ITCHE'N OR

GALLEY EXH.

MOTORIZED DAMPER lli§. !

PLAN

VOLUME CONTROL

DAMPER (MANUAL) ______ I ~ I VO

ELEVATION

ELBOW - ~5 DEGREES ______ ,_,.

ELBOW - 90 DEGREES _____ .J

ELBOW - LONG RADIUS -----~

ELBOW - TURNED DOWN _____ >-0

ELBOW - TURNED UP ______ ><,>

FLOOR DRAIN --- o---(!) ,-ffi HOSE OR LAWN f AUCET, WALL H'l'llRANT ANO DESIGNATION

HB

---....r

LATERAL __________ ,_L,

OPEN SIGHT DRAIN ------00!)

REDUCER - CONCENTRIC _____ ""

REDUCER - ECCENTRIC _____ -ts, OUTSIDE AIR

INTAKE LOUvt:R 500X3°l'(REG)(GR)

700 CFM

RECIRCULATION DUCT SECTION ~500X300

FD

FIRE DAMPER -+ l +

CONNECTION TYPES:

FLANGED

--1-!><J+-

NOTES:

SCREWED

-t><I-

• VALVES

BELL & SPIGOT

---p<l-

REGISTER OR GRILLE ANO

CFM CAPACITY - SIDE WALL

WELDED SOLDERED

~ -e-f><le-

SCREWED END REPRESENTATION MAY BE USED FOR ALL TYPES OF

CONNECTIONS PROVIDED THE TYPE OF CONNECTION IS COVERED

Iii 500X30~REG)(GR)

-tJ7oo CFM

NOTE:

BUILDING PIPING

WHENEVER S\'MBOLICAL REPRESENTATION IS NECESSARY TO

DISTINGUISH BETWEEN SERVICES. THE FOLLOWING SYMBOLS

SHALL BE USED EXCEPT THAT THE PRINCIPAL SYSTEM ON ANY

PIPING ORA\\lNG MAY BE INDICATED BY A SOLID LINE If

DESIRED WHEN SUCH INOICA TION WILL NOT CAUSE CONFLICT.

COLO WATER _____________ _

SIDE OUTl£T TEE OUTLET - UP ----,0.

SINGLE SWEEP TEE

SLEEVE

SPRINKLER HEAD

_____ ..l.., SPRINKLER RISER ANO SIZE

TEE

TEE OUTLET - DOWN ---------

TEE OUTLET - UP _________ '°'

UNION - FLANGED --------*

UNION SCREWED __________ -,ti-

BY ORA\\lNG LEGEND, NOTE OR SPECIFICATIONS.

ANGLE GATE

COMPRESSED AIR A---

FOAM SOLUTION -------------FOAM---

ANGLE HOSE STOP CHECK ---------------,r GAS G----

GASOLINE GASO ---

FIRE MAIN

EDGE Of GRA vt:L

SUBORAIN

CLEANOUT

FIRE H'l'llRANT

INLET

LIFT STATION

MANHOLE

POST INDICATOR VALVE

POWER POLE

POWER POLE WI TH GUY

SPIGOT

VALvt:

CONTOUR

BENCHMARK

RIPRAP

SPOT ELEVATION

CONTRACTOR WORK WAITS

CHAIN LINK FENCE

FLOW DIRECTION

BORING

HEADWALL

CUT & SLOPE INDICATORS

---r---

---so---c.o.

CB

LS

MH

t

0-<

--i

M

FLOW

---F---

---so--c.o.

O'

CB

D

LS

MH

t

0--, -I t><J

---555--

555.00 X

-x---x-

ANGLE NEEDLE _____ _

--------S,~ ~

HOT WATER _____________ _ ELECTRICAL SYMBOLS

WALL CEILING

ANGLE RELIEF

ANGLE RELIEF - ADJUSTABLE ---~

ANGLE STOP CHECK ___ _ f' ANGLE STOP HOSE ____ _ -----,ff!

ANGLE STOP ____ _ ----ff!

BACK PRESSURE ___ _ ----<¼-

BALL CHECK ___ _ ----t&J- BOILER SAFETY -r-

CROSS TOP ____ _

DIAPHRAM --~

GATE STOP HOSE ___ _ --------!)!<p

GATE _____ _ ---- ---w-

GATE - DECK OPERATED------------[@:)-

GA TE - LOCKED CLOSED ------- ---- ----c:f<I

GATE - LOCKED OPEN -------------tj:1--

BALANCING VALVE

1><1-- WOOD IN ROUGH

I} l ' I

WOOD FINISH

PLYWOOD

Pd':d-- STEEL OR METAL

Hlllllillilllll-- CERAMIC TILE lffi;:H __ r~~~~1~~1~ERIAL)

--------(1)-

MATERIAL SYMBOLS

• •. • --GRANULAR/GRAVEL FlLL

E1/Za-- BRICK

KXX8--CMU

/VMS 1--- ORIGINAL EARTH

P".'.7"r''I-- FILL EARTH f · , .'-1-- CONCRETE

HOT WATER RETURN OR RECIRCULATING R----

H'l'llROGEN _______________ HY----

NllROUS OXIDE 20----

0XYGEN OX----

PNEUMATIC PN----

ROOF DRAIN RO----

SALT WATER SW----

SANITARY SEWER SS----

MEOIUM PRESSURE STEAM

HIGH PRESSURE STEAM I I

I I

1 1

T I

STORM DRAIN __________ ----SD----

TEMPERED WATER------------

VACUUM-----------------¥----

vt:NT __ _

WASTE LINE (ABOvt: & BELOW GRADE)

SPRINKLERS

BRANCH ANO HEAD ________ --.~-~'~-.~-

DRAIN ----------------SP---

MAIN SUPPLIES SP----

ROCK

-- RIGID INSULATION

BLANKET, BA TT OR LOOSE

------ FlLL INSULATION

,-~~--': .::':I __ SPRAY APPLIED INSUL.

LIGHTING PANEL

POWER PANEL---

BRANCH CIRCUIT: CONCEALED IN

WALL OR CEILING

BRANCH CIRCUIT: CONCEALED IN

OR BELOW FLOOR __ _

BRANCH CIRCUIT: EXPOSED

HOME RUN TO PANEL BOARD INOICA TE

NUMBER OF ARROWS. ANY CIRCUIT

WITHOUT FURTHER DESIGNATION INDICATES

A TWO-WIRE CIRCUIT. FOR A GREATER

NUMBER OF W1RES INDICATE AS FOLLOWS:

// / (3 W1RES); / / // ( 4 W1RES); ETC.

FEEDERS

AUXILIARY SYSTEM CIRCUITS

UNDERFLOOR DUCT ANO JUNCTION BOX -

TRIPLE, DOUBLE OR SINGLE DUCT SYSTEM

-___ TAG -----TAG

IS DESIGNATED BY NUMBER OF PARALLEL LINES --®

GENERATOR-SUBSCRIPT DESIGN A TES KW RA TING ---~oo

MOTOR-SUBSCRIPT DESIGNATES H.P. SIZE

SERVICE SWITCH OR BREAKER

CONTROLLER ____ _

DISCONNECT SWITCH

PUSH BUTTON ____ _

BUZZER _____ _

BELL _____ _

ANNUNCIATOR ____ _

TELEPHONE ____ _

INTERCOMMUNICATION TELEPHONE

©2 ----IZ}-l

_____ [ll!)

[]I [p [j<J T

1T T

TELEPHONE S\\lTCHBOARD __________ _ ~

TELEVISION

FIRE ALARM BELL

FlRE ALARM STATION

AU TOMA TIC FIRE ALARM DEVICE

----~:§TV

___ [Zp __ [tl

DUCT MOUNTED SMOKE DETECTOR _________ @]

LIGHTING OUTLET LETTER

OESIGNA TES FIXTURE TYPE

BLANKED OUTLET _________ _ ~

UNIT HEATER

ELECTRIC HEATER ----------

EXHAUST FAN __________ _

.ONCTION BOX -----------

THERMOSTAT ___________ _

g2

EXIT LIGHT OUTLET ____ t_!!t

CLOCK OUTLET ___________ -@

FLUORESCENT FIXTURE OUTLET -

DESIGN A TE TYPE -'-

WALL

SINGLE RECEPTACLE

DUPLEX RECEPTACLE

--------0 ____ :e

WEATHERPROOF RECEPTACLE ______ -Bx

RANGE OUTLET---------- ;@R

S\\lTCH AND RECEPTACLE --------05

OUPLLEX RECEPTACLE - SPLIT WIRED --~

QUAORAPLEX RECEPTAC ________ :§ 4

SW1TCH OUTLETS:

SINGLE POLE S\\lTCH

DOUBLE POLE S\\lTCH --* ___ $2

THREE WAY S\\lTCH ______ $ 3

FOUR WAY S\\lTCH ______ $ 4

FLOOR

-IQ]

~x Iii

R ~s

BATHTUB

BIDET

DRINKING FOUNTAIN

(PEDESTAL TYPE)

DRINKING FOUNTIAN

(THROUGH TYPE)

DRINKING FOUNTAIN

(WALL TYPE)

ELECTRIC WATER

COOLER ANO

DRINKING FOUNTAIN

GAS OUTLET

GREASE SEPARATOR

HOSE RACK

HOT WATER TANK

LAUNDRY TRAY

LAVATORY

MECHANICAL SYMBOLS

ARCHITECTURAL REPRESENTATIONS

I( )I w

OF

!OOO!

Of

CT

OF

[QJ

EWC

-r G

TR°

LIJ

_g_

SERVICE SINK

SHOWER HEAD

SHOWER STALL

SINK (COUNTER TOP OR

FLUSH RIM)

SITZ BATH

URINAL (WALL TYPE)

URINAL (FLOOR TYPE)

VACUUM OUTLET

(WALL MOUNT TYPE)

WATER CLOSET

(TANK TYPE)

WATER HEATER

ELEVATION

MARKER

ADDITIONAL SYMBOLS

& SENSOR FOR "EMcs· SYSTEM

A HOSE REEL COMPRESSED AIR

250 V., 1 P .. 3 WIRE, 50 A RECEPTACLE

120 /208 V., 3 O,~ \\lRE, f'l't:I 120/208 V., 3 0, \4 \\lRE, "'7100

Q 120/208 V .. 3 0, \4 W1RE,

?:'\ 120/208 V., 3 0, \5 WIRE,

\:::::fy (RATED FOR 400 HZ)

0A

30 AMP RECEPTACLE

100 AMP RECEPTACLE

50 AMP RECEPTACLE

20 AMP RECEPTACLE

<I

TI

-v J]_

_fl_

0 120/208 V., 3 0, \5 \\lRE, 100 AMP, 400 HZ RECEPTACLE ffi 28 voe, 200 AMP RECEPTACLE '17200 ffi 28 voe, so AMP RECEPTACLE

CROSS REFERENCING

ELEVATION

MARKER

DETAIL MARKER

A

C-1 C-1

BUILDING

SECTION

MARKER

WALL

SECTION

MARKER

@ SHEET ON -1

WHICH SECTION IS C

NUMBER / LETTER INDICATES

SECTION OR DETAIL

TAKEN

SHEET NUMBER WHERE SECTION

IS DRAWN

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

m US Army Corps of Engineers

FORT WORTH DISTRICT

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-L------------.-------------,-------------,--------------i--------=-=-----~~~~8 coeee..,.oo

D

ABBREVIATIONS

AB

ABI

ABSW

ABV

A/C

ACST

ADDL

ADJ

AFB

A. F. F.

AFFF

AGGR

AL

ALTN

AMP

AMTC

AP

APPROX

ARCH

ASPH

ASTM

ATTEN

AUTO

AUX

AVG

AWG

AND

AT

ANCHOR BOLT

ADDITIVE BID ITEM

AIR BREAK SWITCH

ABOVE

AIR CONDITIONING

ACOUSTIC

ADDITIONAL

ADJACENT, ADJUSTABLE

AIR FORCE BASE

ABOVE FINISHED FLOOR

AQUE□S FIL.M FORMING FOAM

AGGREGATE

ALUMINUM

ALTERNATE

AMPERE

ARMOR MOVING TARGET CARRIER

ACCESS PANEL

APPROXIMATELY

ARCHITECTURE

ASPHALT

AMERICAN SOCIETY FDR TESTING MATERIALS

ATTENUATE

AUTOMATIC

AUXILIARY

AVERAGE

AMERICAN WIRE GAGE

E

EA

EF

EL

ELEC

ELEV

EMER

EMT

ENTR

EPC

EPDM

EQL.

EQUPT.

EW

EWC

EXH

EXST

EXP

EXP JT

EXT

DIM

DIP

DISC

DISCH

DL

DN

DOD

DPNL

DR

DS

EAST

EACH

EACH FACE

ELEVATION

ELECTRIC

ELEVATE, ELEVATOR

EMERGENCY

ELECTRICAL METALLIC TUBING

ENTRANCE

ELASTOMER PIPE CONNECTOR

ETHELENE PR□P□LENE DIANENE MONOMER

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPANSION

EXPANSION JOINT

EXTERIOR

DIMENSION

DUCTILE IRON PIPE

DISCONNECT

DISCHARGE

DEAD LOAD

DOWN

DEPARTMENT OF DEFENSE

DISTRIBUTION PANEL

DOOR

DOWNSPOUT

IN

INCAND

INSUL

INTR

INVT

JT

J

JB

JC

JCT

KCP

KIT

KO

KV

KVA

KW

LA

LAV

LB

LG

LIQ

LP

LTG

LV

INCH

INCANDESCENT

INSULATION

INTERIOR

INVERT

JOINT

JOIST

JUNCTION BOX

JANITOR CLOSET

JUNCTION

KEENE'S CEMENT PLASTER

KITCHEN

KNOCK OUT

KILOVOLT

KILOVOLT - AMPERE

KILOWATT

LIGHTNING ARRESTOR

LAVATORY

POUND

LENGTH, LONG

LIQUID

LOW PRESSURE

LIGHTING

LOW VOLTAGE

LOW WATER CROSSING

MACHINE

MAINTENANCE

MANUAL

PTAC

PT' D

P. U. F.

PVC

PVI

PVT

QT

QTY

QUAL

R

RA

RAD

RCP

RCPT

RD

RDC

RDCN

REINF

REQD

RET

REV

RM

R. □.

RND

RPM

s

PACKAGED TERMINAL AIR CONDITIONING

PAINTED

POLYURETHANE FOAM

POINT OF VERTICAL CURVE, POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

QUARRY TILE, QUART

QUANTITY

QUALITY

RISER, RADIUS

RETURN AIR

RADIUS

REINFORCED CONCRETE PIPE

RECEPTACLE

ROAD, ROOF DRAIN

REDUCE

REDUCTION

REINFORCE

REQUIRED

RETAIN

REVISION

ROOM

ROUGH OPENING

ROUND

REVOLUTIONS PER MINUTE

SOUTH

SANITARY

VENT

VERT

VEST

VOL

VR

vs

VTR

w W/

W/0

\.JC

WD

WD□

WI

WL

ws

WT

WTHPRF

WTR

WW M

VENTILATION

VERTICAL

VESTIBULE

VOLUME

VAPOR RETARDER

VENT STACK

VENT THROUGH ROOF

WEST, WATT, WIDTH, WASTE

WITH

WITHOUT

WATER CLOSET

WOOD, WINDOW DIMENSION

WINDOW

WROUGHT IRON

WATER LEVEL

WASTE STACK, WATER SURFACE

WEIGHT

WEATHERPROOF

WATER

WELDED WIRE MESH

ffl US Army Corps of Engineers

FORT WORTH DISTRICT

POLYENGINEBRING. INC.

lN6Ba ...... .__ (&M)TN-"700 (90lon) (SM) ,.___,a <-t-)

~j

0 •

"' ,; 'l C

C i ·c z g Q .!':

i "' m !l!

s

"' C BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE

BOARD

DWG DRAWING

L WC

MACH

MAINT

MAN

MFR

MATL

MAX

MBH

MECH

MET

MH

MIN

MISC

MK

MANUFACTURE

MATERIAL

SAN

SAT

SCHED

SECT

SVCE

SGL

SH

SIM

SIT

SLP

SMH

SOL

SP

SPEC

SPR

SPRT

SQ

STATIONARY ARMOR TARGET

SCHEDULE

XBRA

XFMR

XSTR

CROSS BRACING

TRANSFORMER

EXTRA STRONG

~ u

B

A

BD

BLDG

BLK

BM

BOT

BRG

BRK

BSMT

BTU

BUR

BUILDING

BLOCK

BEAM, BENCH MARK

BOTTOM

BEARING

BRICK

BASEMENT

BRITISH THERMAL UNIT

BUILT - UP ROOF

F

FCA

FD

FDN

fBR

FEXT

FFE

FAHRENHEIT, FACE

FIELD BOLTED

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FOUNDATION

FEEDER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISH FLOOR ELEVATION

~~~ FIRE HOSE CABINET

CAP CAPACITY, CAPACITOR FRY FIRE HYDRANT

C-C CENTER TD CENTER FIG FIGURE

CEM CEMENT FL FLOOR

CFH CUBIC FEET PER HOUR FLA FULL - LOAD AMPERES

CFM CUBIC FEET PER MINUTE FLEX FLEXIBLE

CHG CHARGE FLL FLOW LINE

CHW CHILLED WATER FLMB FLAMMABLE

MN

MD

MOD

MP

MT

MTD

MTG

MTL

MAXIMUM

THOUSAND BTU PER HOUR

MECHANICAL

METAL

MANHOLE

MINIMUM, MINUTE

MISCELLANEOUS

MARK

MAIN

MOTOR-OPERATED, MASONRY OPENING, MONTH

MODEL <FDR GENERAL USE ONLY), MODIFY

MEDIUM PRESSURE

MOUNT

MOUNTED

MOUNTING

METAL

CI CAST IRON FLOUR FL□URESCENT N NORTH

CIP CAST IRON PIPE FNSH FINISH N. B. P. NITRILE THERMOPLASTIC <FDR FUTURE FIRE RATING)

CKT CIRCUIT FR FRAME NC NORMALLY CLOSED

CLG CEILING FRP FIBERGLASS REINFORCED POLYESTER NEC NATIONAL ELECTRIC CODE

CLO CLOSET FRT FIRE RETARDENT TREATMENT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

CLR CLEAR FS FULL SIZE NEUT NEUTRAL

CLWG CLEAR WATER GLASS FG FORT, FOOT, FEET NFPA NATIONAL FIRE PROTECTION ASSOCIATION

CMP CORRUGATED METAL PIPE FTG FOOTING NIC NOT IN CONTRACT

CMU CONCRETE MASONRY UNIT FU FUSE ND NORMALLY OPEN, NUMBER

CND CONDUIT NDM NOMINAL

CNDS CONDENSATE GA GAGE NTS NOT TD SCALE

CD CLEANOUT GAL GALLON

CLWG CLEAR WIRE GLASS GALV GALVANIZED DA OUTSIDE AIR

CW COLD WATER GL GLASS DC ON CENTER

COL COLUMN GND GROUND DD OUTSIDE DIAMETER

C□NC CONCRETE GUARD POST □PN □PE RAT I ON

C□ND CONDUCTOR, CONDENSER GPH GALLONS PER HOUR OPNG OPENING

CONN CONNECTION GPM GALLONS PER MINUTE □PP OPPOSITE

CDNSTR CONSTRUCTION ~g GRADE □VHD OVERHEAD CONT CONTINUOUS, CONTROL esu GLAZED STRUCTURAL UNIT PB PULL BOX, PUSH BUTTON

CONTD CONTINUED GWB GYPSUM WALL BOARD PH PHASE

C□NV CONVERTER GYP GYPSUM PI POINT OF INTERSECTION

CDP COPPER PIB P□LYIS□BUTLENE

CORR CORRUGATE HB HOSE BIB PIV POST INDICATOR VALVE

CPE CHLORINATED POLYETHYLENE HDW HARDWARE PL PLATE

SQ FT

S.S. T.

ST

STA

STD

STL

ST□R

ST PR

STR

STRL

SUSP

SW

SYS

T

TAN

T 8. B

SECTION

SERVICE

SINGLE

SHEET

SIMILAR

STATIONARY INFANTRY TARGET

SLOPE

SANITARY MANHOLE

SOLENOID

SINGLE POLE, SPACING, SPARE

SPECIFICATION

SINGLE PLY ROOF

SUPPORT

SQUARE

SQUARE FOOT

STAINLESS STEEL

STEAM, STREET

STATION

STANDARD

STEEL

STORAGE

STATIC PRESSURE

STRAIGHT, STRENGTH, STREAM

STRUCTURAL

SUSPEND

SWITCH

SYSTEM

TOILET

TANGENT

TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

TERM

THK

THR

THRU

TERMINAL

THICK

THRESHOLD

THROUGH

TSCT THIN SET CEREMIC TILE

YD

YR

YARD

YEAR

CPLG COUPLING HGT HEIGHT PLAS PLASTER

CSPE CHL□ROSULFDNATED POLYETHYLENE H. I. D, HIGH IN TENS I TY DISCHARGE PL YWD PLYWOOD ,.,..,,,,,,\.\, HM HOLLOW METAL .=--':;~t.,!)FT~,;\111 CSK COUNTERSINK PNL PANEL UGND UNDERGROUND ? .,., .. ,...""-li!-:-....-;::~"';zy,,~ 111

TYP TYPICAL

CT CERAMIC TILE HORIZ HORIZONTAL P. □. c. POINT OF CONNECTION UL UNDERWRITERS LABORATORY /.,/ ~~ *~ CTR CENTER HP HORSEPOWER, HIGH PRESSURE POL POL I SH UNO UNLESS NOTED OTHERWISE ~: •. ,~Mf-!ei_~f.J.l~~--:J l/) z !;j:

Gj Cl::

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CU CUBIC HR HOUR PR PAIR US UNITED STATES ~ ... ~86158 j,l!>::t I\ CU FT CUBIC FEET HTG HEAT I NG PRELI M PRELIMINARY UT IL UTILITY 11111 V.Ff!.~~~",lf; ill ~

I\\ 10IJAI. 'E\.~..:-CU YD CUBIC YARD HTR HEATER PRESS PRESSURE ,,,,,,,..,... r CUR CURRENT HW HOT WATER PRI PRIMARY V VOLT, VALVE Sheet ~ reference D DEEP HVY HEAVY PS PULL SWITCH VAC VACUUM number: ~

DB DRY BULB PSF POUND FORCE PER SQUARE FOOT VC VITRIFIED CLAY 0

THE SEAL APPEARING ON THIS DOCUMENT

DET DETAIL ID INSIDE DIAMETER PSI POUND FORCE PER SQUARE INCH VCP VITRIFIED CLAY PIPE WAS AUTHORIZED BY E. LAMAR FAULK ON~..J.,-.,~"'V'V°' £ DF DRINKING FOUNTAIN IDENT IDENTIFICATION P. T. PRESERVATIVE TREATMENT VCT VINYL COMPOSITION TILE AUGUST 8, 2001 Sheet t

~~D~I~A ___ _ID~I~A~M~E:2T!:E~R~-------------,,-----~I M~T~C::__ __ __:I~N~F~A~N~T~R~Y~M~□~V~I~N~G~T~A~R'._'.:G~E~T~C::_A~R~R~IE~R~---£'P_!T ____ __!P~O~l!_!N~T~-----------,---------~V~E~L ___ ~V~E~L~□~C~I~T~Y:_ __ ~,------~:::~~~~~~~~~~~::::::-~~;--.;';;;;;7',:;;J~~-+-•u l e a, 0' cT:

l

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(1) 0 - ~ (0

Contr No. OACASJ-01-C-0016

,ORT HOOD, TEXAS

DIGITAL MULTI-PURPOSE RANGE COMPLEX

(DMPRC)

PN 51915 FY 01 ~

OVERALL SITE PLAN

,,, z a, (,J i~ • c.n co c.n a,.

c.n '1 ,N <O '1 -I> '

(,J <O

CD

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

FORT WORTH, TEXAS

POL YENGINEERING, INC.

ENGINEERS & ARCHITECTS

DOTHAN, ALABAMA

Designed by:

Rebecca S. Hond

Own by: l Ckd by:

J. Peeden M, Oi110n

Revtewed by:

Scott Foulk

Submitted by:

E. Lomor faulk

,,, z Ol (,J -· "'""' • c.n -I> "' (,J.

oc.n ' co <O (,J N· a, <D

6\ z

Dote: I Rev, 19 June 2001

Sol No, DACA6J-D1 -e~ooo7

Contr No, .. ~

DACA6J-D1-C-DD16 4'

ftle nome:

Plot dote: .(\ 1

Plot .coll: 1 :600 Mark

~1' ~ o<"v

-Po 'l"o

,,, z a, (,J N•

- -I> • c.n 0'1 -I> • c.n N ' c.n c.n <O' N a, "EVISED IMPACT AREA UNETYPES LABELED IMPACT AREAS

REMOVED OlO TRENCHES. LA8ELEO WCST RANGE ROAD Rtv!SEO LEGEND

REMOVED INCORRECT l.Afl(L DOWN RANO( ANO EDIT TITL( BLOCK, ADDEO SEAL 0.1crlptlon

SEPT 01 Elf

AUG 01 "' Dote Appr.

Ii f i I U ill rl 11 !

r cJOCB ::0 -(/) -- -I rr1 • <i0"°' --§l -,3 J: (1) o~n

- "'0

~ "O - "' (") '

~ I

N

I I (.,J

.j:,, (.Tl

RANGE MARKER POINTS

NAME NORTHERN EASTERN

CL-1 3,458,702.325 618,431.155

CL-2 3,458,485.672 620,347.205

CL-3 3,455,447.984 620,985.601

JL-1 3,455,009.207 617,194.511

JL-2 3,454,510.068 619,094.177

JL-3 3,457,473.316 621,001.142

C

B.

A

BEARING

S 28"08'09" E

S 28"08'09" E

N 55"14' 44" E

N 29"35'18" E

N 29"35'18" E

S 48"50'20" E

Oo

I RANGE CONTROL MONUMENTS

MONUMENT EASTERN NORTHERN

DESIGNATION COORDINATE COORDINATE ELEVATION

53 618275.156 3460905.842 277.491

59 615672.038 3457045.504 264.144

SITE REFERENCE

PLAN

CS-3

CS-4

CS--J3 C,S-H cs-1& CS-16 CS-17 cs-1•

CS-29 CS--:!O

• • • y) • 1-,,_

CS-M ~ CS--CIII CS-.,- CS-'"' CS-It.

-llD CS-I -.. ~

,1. '

1U CS-113 cs-1

CS-5 CS-6 CS-117 CS-1

EXISTING LEGEND

MAJOR CONTOUR

(2m INTERVALS)

MINOR CONTOUR

r."'~~,CREEK i\_'..11~~~-:;-;~-~--""< XISTING ROAD r CHAIN LINK FENCE

326.0

SPOT ELEVATION

ARCHEOLOGICAL

SITE

• I□ □ 1111

CJ

SURVEY MARKER

TREELINE

UTILITY POLE

EXISTING AMTC (ECM-1)

STATIONARY ARMOR TARGET

ELECTRICAL MANHOLES

EXISTING BUILDINGS

PROPOSED LEGEND

CM-1

JM-1

C4-B

SAT

----0--

AMTC

J4-B C-100

POWER CENTER

(PC1A, PJ1A)

CONCRETE

TURNING PADS

SOIL BORING

TEST PITS

EXISTING TARGET

DEMOLITION

CENTRAL AAR

BUILDING

THE SEAL APPEARING ON THIS DOCUM

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

OLD IMPACT AREA

OLD IMPACT BUFFER

ZONE AREA

TANK TRAILS

PRIMARY TARGET

SERVICE ROAD

FINISHED GRADING

SECONDARY TARGET

SERVICE ROADS

DRAINAGE PIPE

w/ PIPE NO.

CURVE NUMBER

SWALE

BUILDINGS

TURN PAD

NUMBER

CAMERAS

RANGE LIMIT MARKE

TRENCH

FLAG POLE

N I

GRAPHIC SCALE

100 50 0 50 1

SCALE: 1: 5000

US Army Corps of Engineers

FORT WORTH DISTRICT

POLYENGINl!ERING, INC.

1'1116

DoU.-• .U.bam• aesos (SM) Tlll-'7D0 (TOl!oa) (aM) HS-IIOUJ (faz)

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Sheet reference number:

-2 Sheet of

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I -0 ci z

B

A

1 2 3

LATRINE

/~~-~-------4-------------------~---'-. ~~~ ~

RANGE MARKER POINTS - '-~

~-------4~------------------~-,=....I ~ BEAR NG ~.d'J,,.,,-,i;'>I~ NAME NORTHERN EASTERN

CL-1 3,458,702.325 618,431.155 S 28'0 09" E

CL-2 3,458,485.672 620,347.205

CL-3 3,455,447.984 620,985.601 N 55'14 44" E

JL-1 3,455,009.2D7 617,194.511 N 29'3 ·, 8" E

JL-2 3,454,510.068 619,094.177 N 29'3 ·, 8" E

JL-3 3,457,473.316 621,001.142 S 48'5 20" E ~----

cs- =£'-~""'-

RANGE CONTROL MONUMENTS . . . ~

11----::--,r:=:--:-:-=--r-:-:-=-=--=-:-::-1----::-::=--=n~~~-~m~-jf------=-7L.c____:::~~~~~2;;:~:--er

MONUMENT

DESIGNATION

EASTERN

COORDINATE

618275.156

NORTHERN

COORDINATE

3460905.842

ELEVATI N

59 615672.038 3457045.504

R-

I

·q

/4-s it

-!LU✓.-

~ cs-

.CS 58

c·s-·75

S 9

SITE REFERENCE

PLAN

LJ_CS-2

CS-4

cs- ite -~ ., ...,.•1'"'·➔41 :;.,

• Ill CS-;, ,.._?.! f-,1 CS->I

IS-1 '! :s-, : _ I 1fl ~.: --aoU--1 r---1 -taC:S- _,., I.JI ~

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-•.: CS-1

CS-5 CS-6

EXISTING LEGEND

MAJOR CONTOUR 59,6.

(2m INTERVALS)

MINOR CONTOUR

SURVEY MARKER

TREELINE

---' ,f--.,po<"=C:.., ICREE K \0 D.:,-.-.-

UTILITY POLE

EXISTING AMTC {ECM-1)

STATIONARY ARMOR TARGET XISTI NG ROAD @

~-.,! 'f----:::::;:'.:::::=-"CHAIN LINK FENCE

+ ELECTRICAL MANHOLES

fl ii u • ll

326.00

ARCHEOLOGICAL

SITE

D EXISTING BUILDINGS ® SPOT ELEVATION

PROPOSED LEGEND

CV-1

JV-1

CM-1

JM-1

jB-3ol

ITP-31

AMTC

b

POWER CENTER

(PC1A, PJ1A)

- - OLD IMPACT AREA

--0-- OLD IMPACT BUFFER

C-100

CENTRAL MR

BUILDING

ZONE AREA

TANK TRAILS

PRIMARY TARGET

SERVICE ROAD

FINISHED GRADING

SECONDARY TARGET

SERVICE ROADS

DRAINAGE PIPE

w/ PIPE NO.

CURVE NUMBER

SWALE &

BUILDINGS

CONCRETE

TURNING PADS

SOIL BORING

TURN PAD

NUMBER

CAMERAS

TEST PITS

EXISTING TARGET

DEMOLITION

CL-1

M

CT-1

JT-1

p-

RANGE LIMIT

TRENCH

FLAG POLE

N I

MARKE

CS-93

THE SEAL APPEARING ON THIS DOCUM

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

GRAPHIC SCALE

100 50 0 50 100

SCALE: 1: 5000

lffll US Army Corps of Engineers FORT WORTH DISTR\Cl

POLYENGINEERING, INC. l----....... - - T-> --•- ,_, «-> --••• (llaxl

~ -d J:

0.

i8

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B l1 ~ "i 0 5 z m w s ~ ~ g ! i tt

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Sheet reference number:

CS-3

Sheet of

I i

--r------------------,---------------,-------------------,------------------'\-----.---------+-----➔~~=---r

._\CS·3.dwg 8/11/200512:12:01 PM

RANGE MARKER POINTS

NAME NORTHERN EASTERN

CL-1 3,458,702.325 618,431.15

h CL-2 3,458,485.672 620,347.2 ,,, ,y CL-3 3,455,447.984 620,985.6 D

JL-1 3,455,009.207 617,194.511

JL-2 3,454,510.068 619,094.17

JL-3 3,457,473.316 621,001.14

i cs 1 7 cs

((Js

\6 C

' e

B

S (19

A

~!(iii~~1ID\ f------------""11

BEARING

S 28"08'09" E

S 28"08'09" E

N 55"14' 44" E

N 29"35'18" E

N 29"35'18" E

S ·43•50'2d" E

CS-27 cs 28 cs cs 53 e•-

I~

· C_S-_64_\'·~~ CS-66

80 CS-82

l cs C

S-· 4

I I , s-. 67

ROBINETTE

POINT

' JI , '

I I

I ·- tv-6:!, / •

I

I \ . l:

\ u i I .

l

SITE REFERENCE

PLAN

T7 CS-2

1<>-m,i'!.•"'i<""* ~ cs-•• tcs-,1 es-•1•~-- .,._., ~.--~;,c:5-,nlcs-,.,...,..., -•:iiQ-11!~ ~•-R.12 p--•~jcS-•>olcs,--' ~.,.p-,, i' ., ,.,.,_,.,. cs-•••lcs- ft.: cs-J<Ulcs-1 '6::-u ,.._, '\·,u~, )cs-1 ,,_,tw.sa 1,-:Jcs-,!lollcs: --: ~ .I 111ics-1 ./ ;., P-••lcs-•• ' • ;:. :1"'

_, .,. es-,.

' ., ·ii • w ~

-•,-ta--1'¥ Ill: la;•" 1<>-•111<>-·•• cs 5 cs 6

EXISTING LEGEND

....._____.,.. MAJOR CONTOUR

(2m INTERVALS)

..____,__,.,- MIN OR CON TOUR

~ CREEK

59 6_ SURVEY MARKER

- '• '• •~ TREELINE

UTILITY POLE

\c Chm EXISTING AMTC (ECM-1)

EXISTING ROAD

CHAIN LINK FENCE

@ STATIONARY ARMOR TARGET

326.00

X SPOT ELEVATION

D

ELECTRICAL MANHOLES

EXISTING BUILDINGS

---lb\--- ARCHEOLOGICAL

SITE

PROPOSED LEGEND

CV-1 ~SAT

JV-1~

- - - OLD IMPACT AREA

---0-- OLD IMPACT BUFFER

CC-1

JC-1

CM-1

JM-1

C4-B J4-B

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TANK TRAILS

PRIMARY TARGET

SERVICE ROAD

FINISHED GRADING

SECONDARY TARGET

SERVICE ROADS

DRAINAGE PIPE

w/ PIPE NO.

CURVE NUMBER

SWALE

/'-... POWER CENTER

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AUGUST 8, 2001

OLD IMPACT AREA

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w/ PIPE NO.

CURVE NUMBER

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THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

OLD IMPACT AREA

OLD IMPACT BUFFER

ZONE AREA

TANK TRAILS

PRIMARY TARGET

SERVICE ROAD

FINISHED GRADING

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SERVICE ROADS

DRAINAGE PIPE

w/ PIPE NO.

CURVE NUMBER

SWALE £

BUILDINGS

TURN PAD

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1 2

CLEARING COORDINATES CLEARING COORDINATES CLEARING COORDINATES

D

COORDINATE NORTHING EASTING

NUMBER

COORDINATE NORTHING EASTING

NUMBER

COORDINATE NORTHING EASTING

NUMBER

1 3 458 820.18 617,202.60 51 3.455 644.57 619871.95 101 3.456.209.58 618.053.28 2 3 458.709.69 617 .625.63 3 3 458 684.91 617.951.84

52 3 455 628. 71 619 858.97 53 3 455 624.69 619 846.36

102 3 455.874.95 618 090.08 103 3.455.758.69 618.213.21

4 3 458 726.09 618.431.24 5 3 458 733.57 618,574.85

54 3,455,641.89 619 819.99 55 3 455 649.91 619 810.25

104 3 455 720.74 618 256.44 105 3.455.680.06 618.372.61

6 3.458 737.27 618 732.63 56 3,455,669.04 619 795.09 106 3.455.719.10 618.522.76 7 3.458. 724.45 618.830.22 57 3 455,669.33 619 787.83 107 3.455 936.94 618 890.84 8 3.458.569.34 619 780.07 58 3.455.660.06 619 775.98 108 3.455.885.56 619.211.82 9 3.458.344.96 619.868.54 59 3 455 658.32 619 723.96 109 3.455.905.23 619.378.97

10 3.457.800.52 619 671.46 60 3,455,652.31 619711.92 110 3 455 992.56 619 233.22 1 1 3.457.785.41 619.695.17 61 3 455 616.81 619 677.22 111 3.456.067 .17 618.983.70 12 3 457.763.69 619,714.55 62 3.455.603.91 619 670.63 112 3.456.218.21 618.825.24 13 3.457.746.02 619.733.29 63 3 455 548.62 619 669.84 113 3.456 552.13 618. 735.55 14 3 457 741.29 619 837.93 64 3 455.525. 12 619 681.31 114 3.456.628.56 618.728.27 15 3.457.712.31 619.887.69 65 3 455 518.76 619 681.62 115 3.456 921.54 618.611.70 16 3 457 701.67 619 930.14 66 3,455.517 .39 619 681.69 116 3.456.978.59 618.540.59 17 3 457. 712.42 619.958.25 67 3,455,515.81 619 730.56 117 3 457 104.52 618 178.80 18 3 457.744.28 619.970.45 68 3.455 408.42 619 775.03 118 3.457 376.18 617.879.89 19 3.457 801.57 619.883.44 20 3 457 943.00 619,902.07

69 3,454,922.27 620 053.05 70 3.454.640.85 620 268.01

119 3.457 ,511.39 617.744.57 120 3.457 566.28 617.600.08

21 3.458 162.59 620 047.35 22 3 458 532.19 620.023.15

71 3,454,307.58 620 449.61 72 3.454.215.00 620371.78

121 3 457 928.81 616.721.08 122 3.456 202.24 619.719.55

23 3.458 508.95 620,353.36 73 3,454,533.80 619 198.27 123 3.456.392.06 619.753.08

C

24 3.458.483.41 620.391.70 25 3.458 077.80 620,548.26 26 3.457.794.61 620 563.09 27 3 457.683.56 620.597.25 28 3.457.583.43 620 654.27 29 3.457.546.84 620 692.77

74 3,454.4 72.27 619 086.40 75 3.454.460.92 618 614.67 76 3,454,671.02 618 017.86 77 3 455 077.31 617 529.90 78 3.455.087.94 617 499.73 79 3 455 089.45 617 491.98

124 3 456 648.86 619 715.83 125 3.456 920.55 619.753.08 126 3 457 184.80 619 812.68 127 3 457 370.89 619 831.30 128 3.457.568.15 619.727.00 129 3 457 778.55 619 663.83

30 3.457.514.38 620.790.77 31 3.457.488.21 620.876.05 32 3 457 485.03 620 953.18 33 3.457.488.86 621.021.53

80 3.455.094.67 617465.29 81 3,455,101.01 617 444.17 82 3 455 111.37 617 424.72 83 3,455, 120.22 617411.43

130 3.457.763.41 619.683.01 131 3 457 721.37 619 722.84 132 3.457.717.27 619.828.92 133 3 457.688.62 619 880.66

34 3 456.887 .12 621.048.35 35 3.456.275.76 620.981.42 36 3.456.042.67 621.036.04

84 3455146.19 617 363.02 85 3,455.162.49 617 310.57 86 3 455, 168.45 617 282.02

134 3.457.678.20 619.924.21 135 3.457.678.57 619.940.58 136 3.45 7 .690.85 619971.85

37 3.455 973.76 621,034.74 87 3 455 173.31 617 249.84 137 3.457. 708.31 619.985.46 38 3.455 707.50 620.992.29 88 3,455,130.02 617 275.99 138 3.457.676.12 620 144.55 39 3.455 576.70 620 984.10 89 3.455.507.13 617 284.81 139 3.457.478.86 620.200.43 40 3.455.491.98 621.001.71 90 3,455,003.67 617,270.11 140 3.457.423.03 620 170.63 41 3.455 338.82 620.989.79 42 3.455.152.92 620 979.55

91 3 454.976.88 617,197.21 92 3,455,310.58 616 568.78

141 3.457 .088.07 620.159.45 142 3 456 646. 71 620.196.43

43 3.454.927.03 620.957.32 93 3,455,486.20 616351.75 143 3.456.443.73 620 183.13 44 3.455.056.64 620 345.79 94 3.455.633.17 616018.12 144 3.456.221.23 620.111.94 45 3.455.186.24 620319.85 95 3,455,699.47 615 940.99 145 3.456 089.92 620 150.27 46 3 455 393.61 620.230.90 96 3.456.925.20 616 633.48 146 3.455.839.35 620.051.12 47 3 455.563.95 620 119.71 97 3.456.876.82 617 085.93 147 3.455.827 .30 620.045.10 48 3.455.675.04 619 989.99 98 3 456 660.95 617467.30 148 3.455.767.64 619 982.16 49 3.455.660.43 619,894.78 99 3.456.458.16 617 773.39 149 3.455.753.68 619.962.42 50 3.455.652.02 619 880.93 100 3,456,253.74 618 022.18 150 3.455 726.78 619 937.27

B

A

3 4

CLEARING COORDINATES CLEARING COORDINATES

COORDINATE NORTHING EASTING COORDINATE NORTHING EASTING

NUMBER NUMBER

151 3.455.718.01 619.924.40 201 3.455 271.06 617.190.78 152 3 455 700.17 619 896.33 202 3 455 288.69 617 164.33 153 3 455 680.29 619 881.41 203 3 455 291.63 617 155.52 154 3 455,665.97 619,859.48 204 3 455 315.13 617 143.77 155 3 455 652.46 619 847.29 205 3 455 326.89 617126.14 156 3.455.666.50 619,828.28 206 3 455 415.04 617.076.18 157 3 455,692.23 619,807.51 207 3 455 456.17 617 105.57 158 3.455.693.98 619,780.90 208 3.455.453.23 617.205.47 159 3 455.684.04 619 767.45 209 3 455 402.75 618 943.31 160 3,455.681.41 619,706.91 210 3 455 400.50 618 954.13 161 3.455.634.05 619 959.82 211 3 455 390.50 618.963.38 162 3.455.614.17 619.647.83 212 3 455.383.75 618.964.56 163 3.455 600.72 619 645.49 213 3 455 357.50 618 955.25 164 3,455,564.67 619,665.07 214 3.455.352.00 618.946.94 165 3 455.571.48 619 641.11 215 3 455 351.50 618.936.56 166 3.455.553.06 619.641.98 216 3 455 356.25 618.929.25 167 3 455.520.74 619 657.64 217 3 455 364.25 618 925.88 168 3.455.620.97 619.512.15 218 3 455 373.00 618.924.19 169 3,455,512.00 617,311.25 219 3.455.395.25 618.929.88 170 3.455.464.99 617 .364.14 220 3 455 400.25 618.935.00 171 3,455,456.17 617,364.14 221 3.456.560.00 620.571.44 172 3.455.44 7 .36 617.358.26 222 3 456 559.75 620.588.38 173 3.455.400.34 617,384.71 223 3.456.558.00 620.599.56 174 3 455 456.17 617 393.52 224 3 456 552.75 620 608.88 175 3.455.476.74 617 393.52 225 3.456.545. 75 620.613.94 176 3.455.482.62 617,466.98 226 3.456.534. 75 620.617.25 177 3.455 444.42 617 502.24 227 3 456 511.50 620.611.81 178 3.455.444.42 617.531.63 228 3.456.502. 75 620.601.63 179 3 455 423.85 617 540.44 229 3 456 493.00 620 576.75 180 3.455.435.60 617.563.95 230 3.456.491.50 620.561.06 181 3,455,438.54 617,572.76 231 3.456.495.00 620 545.69 182 3.455.415.04 617.575.70 232 3 456.504.00 620.539.31 183 3,455,397.41 617,675.60 233 3.456.515.50 620.537.00 184 3.455.420.91 617 760.82 234 3 456 535.75 620.542.19 185 3.455.435.60 617,796.08 235 3.456.546.50 620.549.00 186 3 455 376.84 617 819.58 236 3 456 549.50 620552.19 187 3.455.309.26 617.752.00 237 3.456.559 .00 620.565.56 188 3,455,253.43 617,737.31 238 3.457. 137 .00 620.325.32 189 3.455.213.93 617.777.57 239 3.457 .130.07 620.337.19 190 3.455. 112.39 617,593.33 240 3.457.111.27 620 338.18 191 3.455.109.45 617 528.69 241 3.457 .044.99 620.316.41 192 3.455.114.25 617,493.39 242 3.457.005.41 620.294.65 193 3 455 116.26 617 473.00 243 3 457 009.37 620 259.03 194 3.455.125.27 617,450.95 244 3.457.034.10 620.245.18 195 3,455.134.28 617,435.58 245 3.457.085.55 620.253.10 196 3.455 154.65 617 400.83 246 3 457118.20 620.278.82 197 3.455.177.68 617.347.04 247 3.457 .129.08 620.308.50 198 3 455 185.03 617l316.63 248 3 457 754.45 619 999.23 199 3.455. 195.25 617.261.97 249 3.457. 770.82 620 027.15 200 3 455 203.26 617,231.74 250 3 457 781.65 620 060.87

CLEARING COORDINATES

COORDINATE NORTHING EASTING

NUMBER

251 3.456 902.45 616 808.00 252 3.458.516.35 616.661.82 253 3.458.506.85 616.678.89 254 3 458 494.98 616.672.50 255 3.458.504.25 616 655.30 256 3 458 469.18 616 729.16 257 3.458.455.49 616.751.30 258 3 458 430.87 616 739.78 259 3.458.433.17 616.709.64 260 3 458 456.19 616 709.34 261 3.458.867 .85 616 841.60 262 3.458 857.72 616 859.17 263 3.458.809 .46 616,836.67 264 3 458 832.97 616.804.94 265 3.458.867.36 616,823.82 266 3458871.27 616.816.35 267 3.458.889.34 616.825.11 268 3.458.878.36 616,845.19

273 3.456 998.60 615 702.04 274 3.456.985.20 615.719.49 275 3.456,970.13 615 707.92 276 3 456 983.53 615.690.47 277 3.457.041.75 615,688.62 278 3.457,052.53 615,685.86 279 3.457.063.81 615.698.03 280 3.457.040.61 615715.81 281 3 457 032.76 615 699.16 282 3.460 362.86 618 219.88 283 3 460 354.06 618 242.70 284 3.460.299.01 618 221.47 285 3.460 307.80 618 198.66 286 3 460 297.95 618 168.65 287 3.460,277. 79 618 192.72 288 3.460 278.57 618.199.60 289 3.460,242.80 618 203.67 290 3 460.237.39 618.156.15 291 3.460.273.16 618,152.07 292 3 460 276.21 618 178.87 293 3.460.290.60 618.161.70 294 3.460,246. 76 618116.94 295 3.460.184.63 618.202.54 296 3.460.186.32 618.211.06 297 3.460.165.73 618,215.16 298 3.460.158.21 618.177 .39 299 3.460.178.81 618 173.29 300 3 460.181.80 618.188.32 301 3.460.239.66 618,109.54

US Army Corps of Engineers

FORT WORTH DISTRICT

POLYENGINEBJUNG, INC.

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Sheet reference number:

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CS-7 ;

THE SEAL APPEARING ON THIS DOCUMENT ~

WAS AUTHORIZED BY E. LAMAR FAULK ON Sheet .i, -!---------------------~---------------------~--------------------~----------------------.----_::~~L--___'.A~U~G~U~S~T~8~,~2~00~1~~1!',,,,~d__-~~s;;;2I::;;;~-+-8 :io6e£~~c i i I l I

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PLUMB/SYNC RAMP (TANK)

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SCREENING LINE

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PLUMB/SYNC RAMP (BRADLEY)

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GENERAL NOTES

LOCATIONS SHOWN ARE REPRESENTATIVE DISPOSAL SITES

FOR BURIAL OF MA TERI AL OTHER THAN SALABLE TIMBER

(LOGS, STUMPS, ROOTS, GRUBBINGS). NOTE - LOCATE

OUTSIDE OF TRAILS, LOCATIONS ARE SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICERS.

LOCATIONS SHOWN ARE REPRESENTATIVE DISPOSAL SITES

FOR BURIAL OF UNSALVAGEABLE MATERIALS (CONCRETE,

MASONRY, AND OTHER NONCOMBUSTIBLES). AVOID

CONFLICT WITH UNDERGROUND CABLES. LOCATIONS SHALL

NOT COINCIDE WITH OTHER CONSTRUCTION SITES (BERMS,

ROADS, TARGETS, ETC.) AND SHALL BE SUBJECT TO THE

APPROVAL OF THE CONTRACTING OFFICERS.

BORROW AREA - LOCATIONS SHOWN ARE REPRESENTATIVE

BORROW AREAS FOR USE AS UNCLASSIFIED EXCAVATION

AND SHALL BE SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER.

SOIL DISPOSAL AREA

NOTE: ADDITIONAL BORROW AREAS/ SOIL

DISPOSAL AREAS MAY BE PROVIDED

AT LOCATIONS APPROVED BY

THE CONTRACTING OFFICER.

CLEARING AND REMOVAL NOTES:

1. BURNING SHALL BE ACCEPTABLE AT LOCATION AS

DIRECTED AND IN MANNER APPROVED BY THE

CONTRACTING OFFICER.

2. ALL ROADS NOT AFFECTED BY CONSTRUCTION SHALL

REMAIN IN PLACE.

CLEARING NOTES:

1. AREAS WITHIN THE CLEARING AND GRUBBING LIMITS

WILL BE CLEARED ACCORDING TO THE SPECIFICATIONS.

SHRUBS AND LOW GROWING VEGETATION SHALL REMAIN

IN AREAS THAT WILL NOT AFFECT LINE OF SIGHT.

2. NO CLEARING SHALL BE PERFORMED IN AREAS NOTED

AS "BIRD HABITAT AREA" OR "ARCHAEOLOGICAL SITES".

NO HEAVY EQUIPMENT OF VEHICLES SHALL BE PERMITTED

IN THESE AREAS. ANY DISTURBANCE OF THE

ARCHAEOLOGICAL SITES IS SUBJECT TO PUNITIVE ACTION

UNDER THE ARCHAEOLOGICAL RESOURCES PROTECTION

ACT. ADDITIONAL AREAS OF JACK MOUNTAIN, MANNING

MOUNTAIN, ROUND MOUNTAIN AND ROBINETTE POINT,

WHICH ARE OUTSIDE OF THE CLEARING AND GRUBBING

LIMITS, ARE "BIRD HABITAT AREA". WHEN CONSTRUCTING

ELECTRICAL UTILITIES, CAMERA TOWERS, ADMINISTRATIVE

BUILDINGS, PARKING LOTS, AND PEDESTRIAN WALKS IN

THE BIRD HABITAT AREA, CONSTRUCTION EQUIPMENT,

PRACTICES AND LAYOUT SHALL NOT DISTURB ANY OF

THE HABITAT TREES. VEHICLES SHALL REMAIN ON

ESTABLISHED ROADWAYS THROUGH THESE AREAS_

3. EXISTING TARGETS WHICH ARE WITHIN THE GRUBBING

LIMITS OF NEW CONSTRUCTION SHALL BE DEMOLISHED

ACCORDING TO THE SPECIFICATIONS.

SITE REFERENCE

PLAN

CS-J.3 C;5-N CS-ltJ ts-1•

CS-t9 CS- -V CS-U CS-29 CS-~ - ..

' CS-1 .. CS- -I~

CS-11 CS-12

I CS-177 CS-1711 CS-119

CS-! CS-1H

CS-117 CS-1H

EXISTING LEGEND

MAJOR CONTOUR

(2m INTERVALS)

59 ,6.

SURVEY MARKER

TREELINE

MINOR CONTOUR

r"""'Y'""-,CREEK

• I□ Ott++

UTILITY POLE

EXISTING AMTC (ECM-1)

STATIONARY ARMOR TARGET

ELECTRICAL MANHOLES

EXISTING BUILDINGS

XISTING ROAD

~"""""-...aA:HAIN LINK FENCE 326.00

~~- SPOT ELEVATION

ARCHEOLOGICAL

SITE

PROPOSED LEGEND

1s 301

ITP 31

SAT

AMTC

TER

C1 A, PJ1 A)

CONCRETE

TURNING PADS

SOIL BORING

TEST PITS

EXISTING TARGET

DEMOLITION

----0--

--266--

C-100

CENTRAL AAR

BUILDING

OLD IMP ACT AREA

OLD IMPACT BUFFER

ZONE AREA

TANK TRAILS

PRIMARY TARGET

SERVICE ROAD

FINISHED GRADING

SECONDARY TARGET

SERVICE ROADS

DRAINAGE PIPE

w/ PIPE NO.

CURVE NUMBER

CLEARING

COORDINATE

BUILDINGS

l\b C-28 TURN PAD

~ NUMBER

FC-1 r., L.!.J ~AMERAS f' RANGE LIMIT MARKE

TRENCH

9 FLAG POLE

N I

THE SEAL APPEARING ON THIS DOCUMEN

WAS AUTHORIZED BY E. LAMAR FAULK ON

AUGUST 8, 2001

GRAPHIC SCALE

100 50 0 50 100

SCALE: 1: 5000

m US Army Corps of Engineers

FORT WORTH DISTRICT

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