A2 Drawing files - Civil.pdf

PDF 4 MB Posted May 28, 2020

Attached to: Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25 Camp Casey
Solicitation number: W91QVN-20-R-0115
Issued by: Department of the Army Materiel Command Army Contracting Command

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File	Type	Posted
A2 Drawing files - Elec.pdf	PDF	May 28, 2020
A2 Drawing files - Mech.pdf	PDF	May 28, 2020
W91QVN20F0115 - Repair ECMs in AHA Area No. 25 Camp Casey.pdf	PDF	May 28, 2020
A2 Drawings - Arch.pdf	PDF	May 28, 2020
A2 Drawing files - Title.pdf	PDF	May 28, 2020

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B C D

E F G H

SYMBOL 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

ARCHITECTURAL

LAUNDRY

KSC

PEST

647667

WH-1

WH-2

DPW HQ

651A

833T

808 811

715 726

A B

1149 1151

2372A

2373T

2609T

2514 2540

8008T

2540T

1991 1963

A B

456A

463Z

549 546

8114T

560G

86M

48T

39 55

134 133

202A

258252

1785 235

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR 1821

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

1158A

1158B

447A

497A

497B

458Z

A B

VEH BR

472?

455?

BARRIER

635A

2002B

A B

48A

A B

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

BARRIER

FLAG

TBALL

FIELD

(SYN

ETIC

R F

EA)

1919LIFT STATION

VEH BR

BARRIER

UTILITY

BLDG

65-A

12 CM

STREAM

S T

P V C

227.5

J-4

36 CM

W A

L L

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

GAL275

S T

R C

6 PVC

C M

S T

268.6

STREAM

DISCHARGE TO

65-A

12 CM

STREAM

GRAVES

O.S.

PARKING

GATE 2

GATE 1

: BUILDING LOCATION

SCALE: NONE

LOCATION MAP, CP CASEY

#2299

FIRE STATION

C-1

ECM S-249

ECM S-250

ECM S-251

ECM S-252

ECM S-253

ECM S-254

USAG YONGSAN-CASEY, KOREA

CAMP CASEY

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

PROJECT NO. 190901,

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEY

190901

ECM S-255

ECM S-256

ECM S-257

9 ECMS 4 BUILDINGS

ACCESS CNT FAC S-262

ACCESS CNT FAC S-263

AMMO STORAGE S-258

AMMO STORAGE S-259

-1

CHOE, S M.

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2003, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

COVERED WITH TOP SOIL AND SOLID SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

LOCATION MAP AND GENERAL NOTES

SCALE: 1 / 500

CAMP CASEY

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

CIVIL

C-2

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

-2

SITE LAYOUT PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

1:500

0 40M302010

VEH BR

X X

C B

APPROX. 950.0 LM. SEE

OF EXST CHAIN LINK FENCE,

ADD CHAIN LINK FENCE 1.0M OUT

PCC ROAD

1APPROX. 7,300.0 SM. SEE

BUNKER WALL AND EXST CHAIN LINK FENCE,

COVER W/ 0.3M THK GABION MATTRESS BETWEEN

1APPROX. 1,820.0 SM

EXTEND PCC PAVEMENT,

1APPROX. 14EA

RAISE UP EXST SURFACE INLET,

VEH

F L

O O

T E

1APPROX. 210.0 LM. SEE

W/ DELINEATOR,

REPLACE VEHICLE GUARD RAIL

3APPROX. 1,180.0 SM. SEE

AND EXST CHAIN LINK FENCE,

BASE COURSE BETWEEN PCC ROAD

NO. 6-150X150 WWF AND 200MM THK

COVER W/ 150MM THK CONCRETE W/

2APPROX. 15.0 LM. SEE

RETAINING WALL(AVE. 2.5M H) AND FILL EARTH,

EXTEND RETAINING WALL W/ SOIL REINFORCED

SEE

BASE COURSE, APPROX. 2,850.0 SM

NO. 6-150X150 WWF AND 200MM THK

W/ 150MM THK CONCRETE W/

DREDGE STREAM BED AND COVER

2. ADD CHAIN LINK FENCE 1.0M OUT OF EXST CHAIN LINK FENCE.

7. EXTEND RETAINING WALL W/ SOIL REINFORCED RETAINING WALL(AVE. 2.5M H) AND FILL EARTH.

6. COVER W/ 0.3M THK GABION MATTRESS BETWEEN BUNKER WALL AND EXST CHAIN LINK FENCE.

5. REPAIR STONE DITCH W/ 0.7M W PC DITCH AND FILL W/ CON'C BETWEEN STONE DITCH AND PC DITCH.

1. EXTEND PCC PAVEMENT.

8. DREDGE STREAM BED AND COVER W/ 150MM THK CONCRETE W/ NO. 6-150X150 WWF AND 200MM THK BASE COURSE.

3. RAISE UP EXST SURFACE INLET.

APPROX. 600.0 SM. SEE

AND CON'C RETAINING WALL,

BETWEEN EXST CHAIN LINK FENCE

NO. 6-150X150 WWF W/O BASE COURSE

COVER W/ 100MM THK CONCRETE W/

11. COVER W/ 150MM THK CONCRETE W/ NO. 6-150X150 WWF AND 200MM THK BASE COURSE BETWEEN PCC ROAD AND EXST CHAIN LINK FENCE.

APPROX. 60.0 LM.

FILL W/ CON'C BETWEEN STONE DITCH AND PC DITCH,

REPAIR STONE DITCH W/ 0.7M W PC DITCH AND

7 7

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

190901

STREAM

APPROX. 1,050.0 SM. SEE

FROM EXST CHAIN LINK FENCE,

W/ NO. 6-150X150 WWF W/O BASE COURSE

COVER W/ 2.0M W 100MM THK CONCRETE

75 EA - P. Y. (1). SEE

PLANT CHERRY BLOSSOM TREE.

REMOVE DEAD TREES AND

4. REMOVE DEAD TREES AND PLANT CHERRY BLOSSOM TREE.

9. REPLACE VEHICLE GUARD RAIL W/ DELINEATOR.

10. COVER W/ 100MM THK CONCRETE W/ NO. 6-150X150 WWF W/O BASE COURSE AROUND CHAIN LINK FENCE.

B C D

E F G H

SYMBOL 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

CHOE, S M.

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

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

P L A N 4A

ELEVATION

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

GATE

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

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

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

600 DIA-(3)CONCERTINA

CAMP CASEY

CHAIN LINK FABRIC FENCE AND GATE

C-3

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

190901

CHAIN LINK FENCE AND GATE

CONTRACTION JOINT

NOTE; DOWEL DIAMETER AS INDICATED

THIS END OF DOWEL

D13 BARS @ 305 OC

DOWELED CONSTRUCTION JOINT

25mm DIA X 406mmL @ 305 OC

THIS END OF DOWEL

CONSTRUCTION JOINT SEALANT DETAIL

FNSH GRADE

25mm DIA X 400mmL @ 380 OC

THIS END OF DOWEL

EXST PCC PAVEMENT

TACK COAT

SECTION

SLAB REINFORCEMENT DETAIL

(ODD-SHAPED SLAB & MISMATCHED JOINT)

PLAN

NOT TO SCALE

DOWELED

EDGE OF PCC PAVEMENT

FOR PCC REINFORCED PAVEMENT ONLY

JOINT SEALANT

PAINT AND OIL

203 203

OR CONSTRUCTION JOINT

D13 BARS @ 305 OC EW

13mm DIA WELDED WIRE FABRIC

OR 300mm X 300mm X

13mm DIA WELDED WIRE FABRIC

OR 300mm X 300mm X

NOT TO SCALE

THICKENED EDGE EXPANSION JOINT

19mm PREFORMED JOINT FILLER

NOT TO SCALE

JOINT SEALANT

PAINT AND OIL

EXPANSION JOINT SEALANT DETAIL

NOT TO SCALE

(3mm WIDER THAN NOMINAL WIDTH OF JOINT)

SEPARATING MATERIAL

BOND BREAKING TAPE OR

19mm PREFORMED JOINT FILLER

POURED JOINT SEALANT

203 203

CAST-IN-PLACE OR

DRILL & GROUT DOWEL

NEW PCC PAVEMENT

NOT TO SCALE

POURED JOINT SEALANT

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

BUTTED JOINT

OTHER STRUCTURES

BLDG & MANHOLES OR

203203

240mm THK PCC

SURFACE COURSE

JOINT SEALANT

NOT TO SCALE

TRANSITION FOR

THICKENED EDGE

EXST AC SURFACE COURSE

EXST BASE COURSE

EXST SUBBASE COURSE

240mm THK PCC PAVEMENT

THICKENED EDGE

NEW PCC/ EXST AC PAVEMENT JOINT

NOT TO SCALEAND THICKENED EDGE

TYPICAL-PCC PAVEMENT SECTION

1. SEALANT DEPTH MUST BE 1.0 TO 1.5 TIMES THE WIDTH.NOTE:

BASE COURSE

350mm THK 100% COMPACTION

EXPANSION JOINT BETWEEN

NEW/EXST PCC PAVEMENT

NOT TO SCALE

200 200

EXPANSION CAP SLIP FIT

NEW PCC PAVEMENT

DRILL & GROUT DOWEL

JOINT SEALANT

PAINT AND OIL

25.4mm DIA X 406mmL @ 305mm OC

-1

75 MAX

107.3 +-12.7

CONTRACTION JOINT

NOT TO SCALE

JOINT SEALANT

WWF #6 X #6 /150 X 150

NOT TO SCALE

CONTRACTION JOINT SEALANT DETAIL

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

POLYCHLOROPRENE FOAM RUBBER

EXTRUDED BUTYL OR

NON-ABSORPTING FILLER MATERIAL

NONREACTIVE TO SEALANT AND

COMPRESSIBLE, NONSHRINKING, NONSTAINING,

3 (MIN)

613 TO 16

POURED JOINT SEALANT

CAMP CASEY

B C D

E F G H

SYMBOL 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

- 4

SCALE: NONE

PCC PAVEMENT DETAIL

CHOE, S M.

CIVIL

C-4

AS SHOWN

NO.6-150X150 WWF

4J1

4J2

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

PCC PAVEMENT DETAIL

FILL OR CUT SLOPE

LAP IN TRAFFICC POST BOLT HOLEL

DIRECTION

FLARED

TYPICAL ELEVATION

SPACER BLOCK

TYPICAL SECTION

LAP

PLAN

RAIL ELEMENT SECTION

SAME AS

ELEVATION

FLARED END

†" x 2" BOLT, RAIL BOLT

W6 x 85 x 5' - 9" MIN.

METAL POST

ONE REQUIRED

NUT & WASHER

0 °

12 GAGE

C SYMMETRICAL

ABOUT C

RAIL ELEMENT SECTION

METAL POST WITHOUT SPACER BLOCK

3000 3000 3000

METAL POST

WITHOUT

3MM SHEET

106 106

DELINEATOR

C-5

CAMP CASEY

CIVIL

AS SHOWN

VEHICLE GUARD RAIL

CHOE, S M.

B C D

E F G H

SYMBOL 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

VEHICLE GUARD RAIL

SCALE: NONE

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

30~50

Mesh size : 8.0 x 10.0 cm

30~50

1.0

2.0

6.0m

8.0x10.0cm

Mesh Size

2.0m Diaphragms (single)

6.0 m

T=0.5 M

Mattress

100~200mm

2.7mm

2.2mm

3.4mm KS B 5202

6.0m

2.0m

0.3M

B C D

E F G H

SYMBOL 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

GABION MATTRESS

.3 ï»¿ì£¼) 1. ë¬¶ì•Œì² ì„ ì•˜ ìž¬ì§ˆì

�»¿???? ? 3?? ??? ??? ????? ??

ï»¿ì¹¸ë§‰ì•´(Di ï»¿ê°€ìž¥ìž•ë¦¬ ì² ì„

�»¿"A"(?? ??? ??)

�»¿ ? ?ï»¿ê·œ ï»¿í• ï»¿C.T.C 200mm ï»¿ìƒ• ï»¿ìƒ• ï»¿ìƒ•ì

�»¿"A" ?? ???

ï»¿ìƒ•ì

�»¿??? ??? ???? ??? 1/2???? ?? ?? ???

ï»¿ì¤‘ 85% ì•´ìƒ•ì•˜ ë•Œì•´ 100~200mmì

�»¿???? ??? ?? ???? 15% ??? ??.

CIVIL

AS SHOWN

CHOE, S M.

1 ADD THIS SHEET

�»¿???? ? ?? ? 4MM THK ???? ?? ????.

C-6

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

GABION MATTRESS

CTC 250

1 D13

800 100

1.000

NOT TO SCALE

SECTION - TYP.

NOT TO SCALE

CON'C FOUNDATION

2. THE CONTRACTOR SHALL SUBMIT STRUCTURE ANALYSIS AND SHOP DRAWINGS.

IS FROM HANMACBLOCK CO. LTD OR APPROVED EQUAL.

1. THE SOIL REINFORCED RETAINING WALL CON'C BLOCK(MODEL: ONESTONE S-W)

* NOTES

6T H=0.40 L=2.00

6T H=1.00 L=2.00

6T H=1.60 L=2.00

6T H=2.20 L=2.00

1.000

:0 .5

200 200

1.400

SCALE: NONE

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

D E T A I L

FLOW

FIN GR

ANGLE BAR

(4 SIDES)

(28 MPa)

CONC

SPACED

@ 600 EQUALLY

TO ANGLE BAR

(50X50) WELDED

D13 ANCHOR BAR

(TYP)

GRATE FRAME

7x75 FLAT BAR

WELDED TO FRAME

7x75 @ 30 OC

FLAT BAR

OC, EW

D13 BAR @ 150

E X

S T

O R

T O

E M

ALL CONCRETE DUST, & RUST (TYP)

CLEAN EXISTING REBAR TO REMOVE

ROUGHEN, CLEAN &

TO POURING CONCRETE

APPLY EPOXY PRIOR

EXST REINFORCING

E X

T E

N S

L A P

P L

V A

TOP OF PAVED

CONC COLLAR

FIN GRADE

D10 BAR @ 200mm OC

D13 BAR @ 200mm OC

EXST TOP OF MH

STEEL GRATING COVER

SEE TABLE SEE DETAIL

C-7

FIN GRADE

#6-150X150 WWF

SCALE: NONE

L80x80x6

RAISE UP SURFACE INLET

BASE COURSE

0 1

SCALE: NONE

SOIL REINFORCED RETAINING WALL

CON'C COVER ON EARTH3

(VARIOUS BUILDINGS)

REPAIR EARTH COVERED MAGAZINES, AHA 25

190901

MISC. DETAIL

15 GAUGE WIRE

STRAW ROPE

VARIES

TREE ROOT BALL

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

SCALE: NONE

TREE TRANSPLANTING DETAIL

http://www.hanmacblock.co.kr

TEL: 031) 703-5546

391-8 GOYHA RI GOUHA YUP PAJU SI KYUNGGIDO

* HANMACBLOCK CO. LTD

LEGEND OF SYMBOLS;

PLANT Q'TY

1. PLANTS

10 - P. Y. (1)

PLANT SCHEDULE NO.

BOTANICAL NAME

BREAST (B) : (CM)

2. HEIGHT (H) : (M)

PLANT SCHEDULE;

SYMBOL

P. Y.

BOTANICAL NAME

PRUNUS YEDOENSIS

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.5X 15 H B

TOTAL

75 EA

190901-C1

190901-C2

190901-C3

190901-C4

190901-C5

190901-C6

190901-C7

File details come from the government source that posted it. Updated May 29, 2020.