214261_CIVIL-2.pdf

Sand Bag

VAR

GL

V A

R

V A

R V

A R

SOILSOIL

D1284

D974

V A

R

V A

R

GL

D1,284

155 155

V A

R

325550

V A

R

0 C

G

D

D1080

D974

D800

D932

VAR

Sand Bag

51 19

D

HUME PIPE(4KG/CM2)

(KSF 4403)

D13

D974

D4.5

D4.5

SOILSOIL

NOTES:

1. NUMBERING OF PE BALL VALVE SHALL BE COORDINATED WITH DPW.

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

3. D : DEFORMED BAR

4. STEEL YIELD STRENGTH : Fy=3500KG/CM2 (MIN)

5.CONCRETE MINIMUM COMPRESSIVE STRENGTH : 18 MPa

G

C

IT

Y

A

S

GAS VALVE W/ BOX (ONE & TWO PURGE)

NOT TO SCALE

1A2

1C2

STEEL ARRANGEMENT

HUME PIPE SUPPORTER

1C3B

HUME PIPE SECTION1C1

HUME PIPE SUPPORTER

1B

PURGE BALL VALVE

1A1

PE BALL VALVE

1C4

VALVE BOX COVER

1 PURGE - SECTION

PE BALL VALVE

2 PURGE - SECTION

1A

PE BALL VALVE

1C

VALVE W/ BOX

SEE. DETS &

SEE. DET

SEE. DET

1C3A

PLAN

1C4

1C3

1C1 1C2

D13 D13

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

CIVIL

- 8

C-8

GAS VALVE W/ BOX

CHOE, S M

214621

DOMITORY OF NEW FIRE STATION, K-16

CONSTRUCT BUILDING FOR OFFICE AND

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CIVIL

AS SHOWN

SCALE: NONE

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

WIRE

TIES

SEE DETAIL

CONCRETE BASE

TRUSS ROD BAND

FENCE POST

TRUSS ROD

(10 0 MIN) FENCE POST

BRACE RAIL

BAND

10 TRUSS ROD

FLEXIBLE

COPPER

BRAID

NOT TO SCALE

STRETCHER

BAR

TRUSS

ROD

PLUNGER

BAR

GATE

LATCH

WIRE

TIES

STRETCHER

BAR

TRUSS ROD

10 0 MIN

TRUSS ROD

10 0 MIN

50 LINE POST

(TYP)

40 0

BRACE

100 0

GATE POST

50 0 PIPE

(GATE FRAME)

60 0

CORNER

POST

CONCRETE

21 MPa

(CAST-IN-PLACE)

#8 AWG SOLID

COPPER WIRE

POST

HINGE

COPPER CLAD STEEL

GROUND ROD

19 0x3050 LENGTH/

10 0 STD

TRUSS ROD

CONNECTOR

FABRIC TOP SELVAGE TO

BE TWISTED AND BARBED

40 0 TOP RAIL-

EXPANSION COUPLING

@ 6000 OC MAX

3 STRANDS

4 POINTS

STRETCHER

BAR

9 GAGE WIRE

FABRIC 50 MESH

STRETCHER

BAR BAND

STANDARD

TRUSS ROD

BAND

TRUSS ROD

10 0 MIN

40 0 TOP RAIL-EXPANSION COUPLING

@ 6000 OC. MAX

13x50x363 STRAP BENT

AS SHOWN

FABRIC

TIE WIRES

TIE WIRE

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

FENCE

POST

FABRIC

9-GAGE TIE WIRES

(600 OC MAX)

FABRIC

TOP & BOTTOM

KNUCKLED

P L A N 5A

ELEVATION

5B

NOT TO SCALE

LINE POST ATTACHMENTS

NOT TO SCALE

WIRE TIES FOR

TOP OR BRACE RAIL

HANDLE

GATE FRAME HANDLE 25x100

STEEL BAR

/32 0 HOLE

(2 EA)

32 0 HOLE

PLUNGER-25x500 MIN

STEEL BAR

M I

N

P L A N 4A

ELEVATION

4B

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

7A

GATE

7B

NOT TO SCALE

GROUNDING DETAILS

NOT TO SCALE

GATE FRAME

NOT TO SCALE

TRUSS ROD & BAND

NOT TO SCALE

CLAMP FOR BRACE RAIL

FABRIC

FENCE POST

TENSION BAND

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

NOT TO SCALE

STRETCHER BAR BAND

6x20

STRETCHER BAR

TO ENGAGE EACH

FABRIC LINK

NOT TO SCALE

LINE POST DETAIL

100 GATE POST

50 PIPE

GATE FRAME

25 PL 100 0

GATE POST

13x25x138 STRAP

13x38 STRAP BENT

AS SHOWN-2EA-LEGEND

VARIES

13 0 HOLE FOR PADLOCK

(EACH SIDE)

LATCH MOVEMENT

DIRECTION

GATE FRAME

(TYP)

GATE FRAME

(TYP)

2 WASHER

(TYP)

LATCH

PEEN END (TYP)

DRILL 14 FOR

013 BOLT

P L A N 2A

ELEVATION

2B

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

3B

NOT TO SCALE

GATE LATCH

013x100 BOLT WITH

NUT & 6 WASHERS

013x88 BOLT WITH

NUT & 3 WASHERS

13x88x50 PLATE

NOTCHED EACH SIDE

013 BOLT USS THREAD

100 LONG, HEX HEAD

W/NUT

6 5

R16

FENCE

FABRIC

NOTES :

1. ALL FABRIC SHALL BE #9 GAGE GALVANIZED STEEL

WOVEN IN A 50 MESH.

2. ALL DIMENSIONS SHOWN HEREON ARE IN MILLIMETERS.

3. FENCE GROUNDING

a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER (EXCEEDING 60^), EACH SIDE OF EACH

GATE, AND AT 300 METER INTERVALS.

b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF

600 VOLTS SHALL BE GROUNDED AT A POINT DIRECTLY

BELOW THE CROSSING AND 45 METER ON EACH SIDE

OF CROSSING.

c. FENCES PARALLEL TO OR WITHIN 30 METER OF A PRIMARY

POWER LINE IN EXCESS OF 600 VOLTS SHALL BE GROUNDED

EVERY 150 METER.

4. ALL CHAIN-LINK FENCING MATERIALS SUCH AS FABRIC,

POSTS, RAILS, ETC. SHALL BE GALVANIZED FINISHED,

UNLESS OTHERWISE NOTED.

BOLTED

SOLDERLESS

CLAMP

FUSION WELDING

100 0 GATE POST/

GROUNDING

BAND

WIRE TIES

BAND

LINE POST

GATE

FIN GR

BOT RAIL

MULTIPLES OF 3000SEE PLAN3000

30003000

CHAIN LINK FENCE

600 DIA-(3)CONCERTINA

BARBED TYPE WIRE

BARBED TYPE WIRE

600 DIA-(3)CONCERTINA

CHAIN LINK FABRIC FENCE AND GATE

C-9

CHAIN LINK FENCE AND GATE

CHOE, S M

214621

1A

SECTION

CONC

BELLxPLAIN END SLEEVE (TYP)

FLOW

FLOW

40 CLEAR

NOTE:

USE 775mm MIN MANHOLE OPENING

FOR MANHOLE W/LADDER.

RING 700mm DIA

COVER SEE DETAIL

CI MANHOLE FRAME AND

D13 BARS @ 300mm OC

CONC RING

D13 LOOP

D13 BARS @ 200mm OC EW

D13 BARS @ 200mm OC EW

FLOOR OF MANHOLE OUTSIDE THE CHANNELS

SHALL BE SMOOTH AND SHALL SLOPE TOWARD

THE CHANNEL NOT LESS THAN 25mm PER 0.3M

NOR MORE THAN 50mm PER 0.3M.

FOR SEWER MANHOLE ONLY.

CONSTRUCTION JOINT

D13 BARS @ 200mm OC EW

D13 BARS-EDGES,

TOP AND BOTTOM

HD16 BARS

TOP AND BOTTOM

HD16 BARS

BOTTOM ONLY

D13 BARS

@125mm OC EW

1B

TOP SLAB REINFORCING

CHANNELIZED FLOOR OF CONC

MANHOLE APPLICABLE TO ONLY

SEWER MANHOLES

NOTE:

FNSH GRADE

CONC SEWER MANHOLE

NOT TO SCALE

RIDGES RAISED 8mm

2B 2D

RIBS (MAY BE

ELIMINATED FOR NON

-TRAFFIC MANHOLE)

2A

FRAME - PLAN

2B

SECTION

2C

COVER - PLAN

2D

SECTION

SEWER

NOTES:

1. DESIGN OF RIBBED CAST IRON COVERS AND FRAMES IS BASED ON

A WHEEL LOAD OF 7,260KG PLUS 25% ALLOWANCE FOR IMPACT AND

THE USE OF CLASS 20 CAST IRON OR "KS" EQUIVALENT PRODUCT.

OTHER DESIGNS DIFFERING ONLY IN NON-ESSENTATIAL DETAILS

AND AS APPROVED BY THE INSTALLATION CONTRACT REPRESENTATIVE(S)

MAY BE USED. TOTAL WEIGHT SHALL NOT BE LESS THAN 180 Kg.

"WATER" "SEWER" AND "STORM" SHALL BE AT LEAST 50mm HIGH AND

SHALL BE CAST IN CENTER OF COVER FOR WATER, SANITARY SEWER

AND DRAINAGE SYSTEM, RESPECTIVELY.

2. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON

OR 100mm REINFORCED CONCRETE COVERS, AS SHOWN, SHALL BE USED UNLESS

OTHERWISE INDICATED.

3. WHERE A NON-TRAFFICTYPE MANHOLE IS SHOWN ON THE PLANS, CAST IRON

WITHOUT THE SUPPORTING RIBS MAY BE USED.

4. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR.

CAST IRON SEWER MANHOLE FRAME AND COVER

NOT TO SCALE

DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

NOTE:

V A

R

S E

E P

L A

N

M

IN

M A

X

M A

X

200 400

300 300

D

IA

M

IN

32�

25MIN

295 200

25650

600 MIN

775 MIN W/LADDER

150 663 150

32�

0 2

25MIN 19

CIVIL

AS SHOWN

CHOE, S M.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE: NONE

SEWER M/H

SEWER M/H

C-10

CHOE, S M

214621

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE: NONE

CIVIL

AS SHOWN

SURFACE INLET

SCALE: NONE

STEEL GRATING DITCH

DETAIL

1E

HD13 @ 200 OC

4EA-ANCHOR 10mm DIA X 150mm

5mm

I BAR

@ 100mm OC

WELDED TO FLAT BARS

8mmX8mm CROSS BAR

1C

1B

1C

1E

1B

1A

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm OC EW

SECTION

DRAIN PIPE

D13 @ 200mm OC EW

SEE DETAIL

50150

STEEL GRATING COVER

PLAN

SECTION

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm

OC EW

D13 @ 200mm OC EW

EXST STEEL GRATING

D16 BARS

AROUND PIPE

DITCH CROSS

BE SAME AS

OPENING TO

-SECTION

EXPANSION JOINT 1D

EXPANSION JOINT

1D

EXPANSION JOINT

10 PREMOLED

EXPANSION JOINT

JOINT SEALER

10 PREMOLED

EXPANSION JOINT

2B

2C

2A

2C

2B

T

FNSH GRADE

SECTION

DIMENSION TABLE

WT 150T

SUPPORT

D13 @ 300mm OC EW

D13 @ 300mm OC EW

SEE TABLE

BEARING BARS

100mm OC WELDED TO

8mmX8mm CROSS BARS

SEE DETAIL

PLAN

COMPACTED NFSM

T M

A X

DETAIL

DIMENSION(mm)

W

BEARING BARh

65150 65X7X4 @ 50

GRATINGT

H ANGLE SIZE

L-71X61X671

SUPPORT FRAME

C DITCHL

W

S E

T

B L E

CLR

5mm 995mm

TYP PANEL

5mm

CLR

SEE TABLE

BEARING BAR

h H

@ 100mm OC

8mmX8mm CROSS BAR

5mm

5mm

5mm

BEARING BAR

SEE TABLE

ANCHOR 6mm THKX150mm

@ 500mm OC

2D

EXPANSION JOINT

EXPANSION JOINT FILLER

10 PREMOLED

JOINT SEALER

NOTES:

1. REQUIRE ALL STEEL COMPONENTS OF GRATING TO BE

GALVANIZED AFTER FABRICATION.

INCLUDING THE FRAME/SUPPORT ANGLES WITH ANCHORS.

2. PROVIDE EXPANSION JOINT AT MAX 15M INTERVALS.

150 500 150

L-71X61X6

65X7X4 @ 50

C-11

STEEL GRATING DITCH

SURFACE INLET AND

CHOE, S M

214621

SCALE: NONE

SOLID SODDING

CIVIL

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE: NONE

OPEN

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

EXTENSION

ROD

FIRE WATER

SUPPLY LINE

(DUCTILE OR

CAST IRON PIPE)

SEE PLANS FOR

SIZE

CONC

21 MPa

400 SQ

CONC COLLAR

150 THK

STL PLATE

W/WELDED CAP

SLEEVE

COUPLING

PADLOCK

CAP HANDLE

VALVE

FINISH

GRADE

/300 0

CONC FOOTING

(TYP)

2-D10

REBAR

CONCRETE

BASE

GUARD POST 100

GALVANIZED STEEL

PIPE PAINTED

50 GALVANIZED

STEEL PIPE PAINTED

BROWN (3 EA)

INDICATOR POST

PAINTED COLORED

BROWN

V

A R I

E S

SQ

NOTE:

BELL HOLES SHALL BE EXCAVATED TO THE

NECESSARY SIZE AT EACH JOINT OR

COUPLING TO ELIMINATE POINT BEARING.

SATISFACTORY

BACKFILL

INITIAL

BACKFILL

BEDDING-SELECT

GRANULAR MATERIAL

SHALL BE FREE OF

ROCK 13 OR LARGER

UNYIELDING

MATERIAL

FIRM UNDISTURBED

EARTH (SEE NOTE)

UNYIELDING MATERIAL

TRENCH BOTTOM

EARTH TRENCH BOTTOM

TURFED OR MISC AREAS

PLASTIC

MARKING TAPE

(300 DEEP MAX)1

1.5

TRENCH WALLS CUT

TO 1.5:1 MAX

WITHOUT SHORING

M I

N

OD + 600

SCALE: NONE

TYPICAL TRENCH SECTION

1 POST INDICATOR VALVE

V A

R I

E S

S

P L

A N

GROUND LINE

CONC. COLLAR

C.I. COVER

MARKED "WATER"

150 150

D10 REBAR

TIE RODS 2 EA.

CONCRETE NON-TRAFFIC

VALVE BOX WITH

CONC. OR PVC (C-900)

EXTENSION

BRICKS OR CONCRETE

BLOCKS (100x150)

GATE VALVE (WITH BELL

ENDS SHOWN)

CONC.BASE WIDE

WATER

MAIN

SCALE: NONE

GATE VALVE W/ VALVE BOX3 4

GAS PIPE

GL

SAND

SATISFACTORY

(M

IN

WARNING TAPE

(YELLOW COLOR WIDTH 150MM)

NOTES:

1. WARNING TAPE MODEL KS-0202150W, SEONGGEON HITECH CO., LTD. (031-777-5080)

CORPORATION OR APPROVED EQUAL.

2. SATISFACTORY MATERIALS COMPRISE ANY MATERIALS CLASSIFIED BY ASTM D2487

AS GW, GP, GM, GP-GM, GW-GM, GC, GP-GC, GM-GC, SW, SP. SATISFACTORY MATERIALS

FOR GRADING COMPRISE STONES LESS THAN 200 MM, EXCEPT FOR FILL MATERIAL

FOR PAVEMENTS WHICH COMPRISE STONES LESS THAN 75 MM IN ANY DIMENSION.

3. THE POLYETHYLENE PIPE(PE) IS SUPPLIED BY 63MM, 90MM, 110MM, 160MM, 400MM

PIPE AND SPIGOT FITTING FOR BUTT FUSION, MANUFACTURED BY PEM KOREA CO., LTD.

OR APPROVED EQUAL.

RESTORE EXIST PAVEMENT AREA OR SOLID SODDING

VAR

D

V A

R

D 300

M

IN

BROWN (4 EA) BACKFILL MATERIALS

SCALE: NONE

GAS LINE TRENCH SECTION

12 12

12 12

C-12

MISC. DETAILS - 1

CHOE, S M

214621

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

3A S E C T I O N

3B

EXPANSION JOINT

3C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

SCALE: NONE

SIDEWALK

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

"C"

C

R

R

15025

10 THICK EXPANSION

JOINT W/ SEALER

SCALE: NONE

CON'C CURB

AC PAVEMENT

CIVIL

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

MISC. DETAILS - 2

13 13

C-13

CHOE, S M

214621

CIVIL

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

C-14

SCALE: NONE-

300 8400 300

CON'C PAD

CHOE, S M

214621

CHAIN LINK FENCE

CON'C PAD DETAIL

W/ SEALANT

13MM THK JOINT FILLER

2200300

3.0X2.5M

CON'C RAMP

BASE COURSE

500MM THK

GL

300X300

D13-300 @ O.C