A02_Drawing_files___105642.pdf

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CIVIL

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TITLE SHEET

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SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

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

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

ENVIRONMENT

FORCE PROTECTION

CHOE, S M.

LOCATION MAP AND GENERAL NOTES

RODRIGUEZ LIVE FIRE COMPLEX

105642

IMPROVE MANEUVER TRAIL WITH EROSION CONTROL

BETWEEN MPMG AND H-BELT

FEWR NO. 105642

RODRIGUEZ LIVE FIRE COMPLEX

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

LOCATION PLAN IN H-BELT

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

C - 9

C - 10

SITE LAYOUT PLAN AND SCOPE OF WORK

PCC PAVEMENT JOINT LAYOUT PLAN

PCC PAVEMENT DETAIL

GABION RETAINING WALL

GABION MATTRESS

VEHICLE GUARD RAIL

MISC. DETAILS - 1

MISC. DETAILS - 2

- 1

GENERAL NOTES :

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

SUBMISSION OF CONTRACT PROPOSAL.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

PRIOR TO COMMENCING WORK ON THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR’S

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

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

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

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

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

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

TO THE PROJECT CONTRACT.

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

ADDITIONAL COST.

8. THE CONTRACTOR SHALL KEEP THE REPLACEION AREA CLEAN AT

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER’S

REPRESENTATIVE.

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

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

ADDITIONAL COST.

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

COVERED WITH TOP SOIL AND SOLID SODDED.

POHANG

DONGDUCHON

NOT TO SCALE

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BLOWER RM??

MAIN GATE, RODRIGUEZ LIVE FIRE COMPLEX

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

RODRIGUEZ LIVE FIRE COMPLEX

SCALE : NONE

CIVIL

C-1

CHOE, S M.

AS SHOWN

N

LOCATION MAP

LOCATION MAP AND GENERAL NOTES

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

THIS PROJECT

FEWR NO. 105642,

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

RODRIGUEZ LIVE FIRE COMPLEX, KOREA

* SPECIFIC NOTE:

1. THE CONSTRUCTION SITE IS IN FIRING ZONE.

THE CONTRACTOR SHALL BE REQUIRED TO WORK AROUND RLFC GUN

LINE AND NOT INTERFERE WITH SHOOTING SCHEDULE.

2. THE CONTRACTOR’S HAUL ROUTE, STORAGE AND OPERATIONS AREA

SHALL BE DETERMINED, DESIGNATED AND COORDINATED WITH THE

CONTRACTING OFFICER DURING THE SITE ORIENTATION.

3. THE CONTRACTOR SHALL NEED ALL WORKERS TO TAKE UXO CLASS.

4. THE CONTRACTOR SHALL CHECK IN WITH RANGE CONTROL DAILY FOR

FIRING SCHEDULE.

5. FINISH GRADES OF ALL UNPAVED AREAS DISTURBED BY CONTRACTOR

SHALL BE RESTORED WITH SOLID SODDING W/ 100MM THK TOP SOIL.

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 2

CIVIL

C-2

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

N

SCALE: NONE

H-BELT

SEE "SITE LAYOUT PLAN"

LOCATION PLAN IN H-BELT

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

LOCATION PLAN IN H-BELT

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 3

SCALE: 1/350

CIVIL

C-3

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

N

1:350

0 40M302010

SCOPE OF WORK

SCHEDULE #1 (CONSTRUCT/ALTERATION)

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S Y

.4

S Y

.9

S Y

.7

G P

.8

C C

.8

C C

.6

D V6

.3

C6

.1

C6

.1

C6

.2

V7

.6

V7

.5

V7

.0

V7

.4

M A6

.4

M A6

.2

M A6

.3

M A6

.3

M A6

.1

M A6

.9

M A6

.3

M A

Y

.3

Y8

.5

Y8

.4

Y8

.1

P P

.4

P P

.4

S Y8

.5

S Y8

.1

Y9

.4

Y9

.4

Y9

.1

Y9

.7

Y9 .1

Y9

.0

Y9

.1

Y9

.1

Y9

.3

Y9

.5

Y9

.2

V

.2

V

.9

S Y

.4

V8

.2

V8

.9

V8

.7

V8

.1

V8

.9

V8

.7

V8

.2

V9

.6

V9

.7

V9

.9

V9

.1

V9

.3

V9

.3

V9

.4

V9

.6

V9

.9

V9

.9

V9

.2

V9

.3

V9

.7

V9

.9

V9

.2

V9

.5

V

.4

V

.2

V

.7

V

.0

Y

.4

Y

.3

Y

.6

Y

.5

Y

.4

P P

.5

P P

.2

D V9

.7

D V9

.1

D V9

.7

D V9

.3

V Y

.1

S Y

.1

S Y

.4

X

.2

X

.1

X

S P

TMH

TOP 117.386

EMH

TOP 117.360

.5

V

.2

V

D

1200 CP

CP.26

N: 4,210,615.668

E: 344,075.560

EL. 96.070

CP.27

N: 4,210,737.645

E: 344,042.440

EL. 117.079

E C

20M

40M

60M

80M 100M

120M

140M

160M

0M

20M

40M

60M

20M

40M

M

20M

40M 0M

.6

.0

.0

.0

.0

P C

C R

O A

D

GRAVEL ROAD

GRAVEL ROAD

G R

A V

E L

R O

A D

CONSTRUCT TWO(2) SURFACE

INLET(0.8x0.8M), SEE 2

- 9

-10

CONSTRUCT 0.8M DIA RCP W/ RC

ENCASEMENT AND HEAD WALL,

APPROX. 30.0 LM. SEE

-10

- 9

CONSTRUCT 0.3M W STEEL GRATING DITCH

W/ WING WALL INFRONT OF GABION WALL,

APPROX. 80.0 LM. SEE

- 6

- 6

-10

-10

CONSTRUCT OPEN STONE DITCH

TO FIT ON SITE CONDITION,

APPROX. 250.0 SM. SEE

- 7

-10

CONSTRUCT 0.8M W CON’C OPEN DITCH,

APPROX. 58.0 LM. SEE

CONSTRUCT 0.3M THK GABION MATTRESS

ON THE SLOPE, APPROX. 250.0 SM. SEE

CONSTRUCT PCC PAVEMENT

W/ GROOVING ON THE SLOPE,

APPROX. 2,200.0 SM. SEE

- 8

-10

CONSTRUCT CON’C CURB,

APPROX. 25.0 LM. SEE

1. CONSTRUCT PCC PAVEMENT W/ GROOVING ON THE SLOPE.

2. CONSTRUCT GABION RETAINING WALL.

CONSTRUCT GABION RETAINING WALL-1

(MIN. 2.0M H, MAX. 3.0M H),

APPROX. 56.0 LM. SEE

CONSTRUCT GABION RETAINING WALL-2 & 3

(MIN. 1.0M H, MAX. 4.0M H),

APPROX. 87.0 LM. SEE

4. CONSTRUCT 0.3M THK GABION MATTRESS

ON THE SLOPE.

6. CONSTRUCT CON’C CURB.

H-BELT

CONSTRUCT 0.8M DIA RCP W/ RC

ENCASEMENT AND HEAD WALL,

APPROX. 18.0 LM.

AND RESTORE GRAVEL PAVEMENT,

APPROX. 20.0 SM. SEE

- 9

BACKFILL EARTH AND COVER

W/ SOLID SODDING,

APPROX. 250.0 SM. SEE

7. BACKFILL EARTH AND COVER W/ SOLID SODDING.

GRAVEL ROAD

SITE LAYOUT PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

CONSTRUCT 0.8M W CON’C OPEN DITCH

W/ WING WALL, APPROX. 60.0 LM. SEE4,5

3. CONSTRUCT DRAIN SYSTEM W/ 0.8M W CON’C OPEN DITCH,

0.3M W STEEL GRATING DITCH, 0.8M DIA RCP W/ RC ENCASEMENT,

OPEN STONE DITCH AND TWO (2) SURFACE INLET(1.0x1.0M).

CONSTRUCT VEHICLE GUARDRAIL W/

DELINEATOR ON BOTH SIDES OF SLOPE ROAD,

APPROX. 280.0 LM. SEE

5. CONSTRUCT VEHICLE GUARDRAIL W/ DELINEATOR ON BOTH SIDES

OF SLOPE ROAD.

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 4

SCALE: 1/350

CIVIL

C-4

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

N

1:350

0 40M302010

S P

E C

.6

.0

.0

.0

.0

P C

C R

O A

D

GRAVEL ROAD

GRAVEL ROAD

G R

A V

E L

R O

A D

H-BELT

GRAVEL ROAD

.0

.0

5.00

.0

5.00

5.00

- 5

GALVANIZED STEEL ANGLE

ON THE EDGE OF PCC BETWEEN

PCC PAVEMENT AND EARTH,

APPROX. 7.6 LM. SEE

VEHICLE GUARDRAIL

CON’C CURB

- 5

GALVANIZED STEEL ANGLE

ON THE EDGE OF PCC BETWEEN

PCC PAVEMENT AND EARTH,

APPROX. 15.0 LM. SEE

CONSTRUCTION JOINT

CONTRACTION JOINT

EXPANSION JOINT

- 5

GALVANIZED STEEL ANGLE

ON THE EDGE OF PCC BETWEEN

PCC PAVEMENT AND EARTH,

APPROX. 5.0 LM. SEE

* LEGEND

EXPANSION JOINT

CONTRACTION JOINT

CONSTRUCTION JOINT

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

CONSTRUCTION JOINT

PCC PAVEMENT JOINT LAYOUT PLAN

PCC PAVEMENT JOINT LAYOUT PLAN

NOT TO SCALE

NOT TO SCALE

SEPARATING

TAPE

SEPARATING

TAPE

PREFORMED

JOINT FILLER

PAVEMENT

SURFACE

SEPARATING

TAPE

INITIAL

SAWCUT (4mm)

JOINT BOTTOM

CRACK

PAVEMENT

SURFACE

PAVEMENT

SURFACE

NOT TO SCALE

CONTRACTION JOINT

8B

EXPANSION JOINT

8C

CONSTRUCTION JOINT

R6 (TYP)

R6 (TYP)

R6 (TYP)

8A

NEW PCC PAVEMENT NEW PCC PAVEMENT

/SEE DETAIL SEE DETAIL

D13 @ 300 OC, EW,

100 CLEARANCE

DISTANCE

CONSTRUCTION

JOINT

TRAVERSE

CONSTRACTION

JOINT

BASE COURSE BASE COURSE

BUTTED JOINT

25mm 0 x 400 LONG DOWELS

@ 300 ON CENTER

(ONE END PAINTED AND OILED)

JOINT SEALANT

JOINT SEALANT

JOINT SEALANT

NEW PCC PAVEMENT

D13 @ 300 E.W.

SURFACE COURSE

THICKENED EDGE

TRANSITION FOR

100% COMPACTION

BASE COURSE

280kgf/cm THK PCC

FNSH GRADE

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-5

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

NOT TO SCALE

- 5

SCALE: NONE

PCC PAVEMENT DETAIL

CONTRACTION JOINT CONSTRUCTION JOINT

NOT TO SCALE

NOT TO SCALE

TYP. PCC PAVEMENT SECTION

PAVEMENT JOINTING

SEALANT DETAILS

8B

8C

PCC PAVEMENT DETAIL

D19x300 ANCHOR

@450 O.C

WELD TO ANGLE

100x100x10

NOT TO SCALE

EDGE PROTECTION DETAIL

GALVANIZED STEEL ANGLE

REBAR PLAN

COMPACTED SUBGRADE COMPACT

ALL TOP 150 CUTS TO A MIN. OF

90% OF MAX. DENISITY FOR COHESIVE

FOR COHESIONLESS MATERIALS

MATERIAL AND 95% OF LABORATORY MAX. DENSITY

DRILL & GROUT DOWEL

JOINT SEALANT

EXST PCC PAVEMENT

PAINT AND OIL

THIS END OF DOWEL

25mm DIA X 400mmL @ 380 OC

EXPANSION CAP SLIP FIT

NEW PCC PAVEMENT

200200 50

80 25

PCC SURFACE COURSE

NOTES:

1. THESE GROOVES SHALL BE CUT PERPENDICULAR TO THE CENTERLINE.

BEFORE GROOVING BEGINS, THE CONCRETE SHALL BE ALLOWED TO

STIFFEN SUFFICIENTLY TO PREVENT DISLODGING OF AGGREGATE.

GROOVES SHALL NOT BE CUT WITHIN 150 MM OF A TRANSVERSE

JOINT OR CRACK.

EXPANSION JOINT BETWEEN

NEW/EXST PCC PAVEMENT

NOT TO SCALE

8A

GROOVING

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

T=4.0(t/m) m 3 m 2

EA

SIZE

GEOTEXTILE

ITEM

STONE

QTY / 1.0 M

D=100~300mm

GABION EA

EA

2.0X1.0X1.0

1.5X1.0X1.0

1.0X1.0X1.0

1.0

2.0

1.0

4.3

6.0

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-6

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

- 6

SCALE: NONE

4.00 37.00 3.00

0.30 55.00 0.30

3.00 5.00 25.00 38.00 3.00 7.00

7.00 4.00

.3

.0

.0

TURNING

POINT

TURNING

POINT

300MM THK

BASE COURSE

TURNING

POINT

.3

.0

0 1 .0

.0

300MM THK

BASE COURSE

0.30 81.00 0.30

TURNING

POINT

0.30 6.00 0.30

.3

.0

300MM THK

BASE COURSE

G.L

.3

G.L

G.L G.L

.3

4.00 2.00

G.L

1.00 0.30 0.30

.0

.3

.3

G.L G.L G.L

.3

.3

.3

.0

.3

.0

.3

.0

.3

T=4.0(t/m) m 3 m 2

EA

SIZE

GEOTEXTILE

ITEM

STONE

QTY / 1.0 M

D=100~300mm

GABION EA

2.0X1.0X1.0

1.5X1.0X1.0

1.0

2.0

3.3

5.0

T=4.0(t/m) m 3 m 2

SIZE

GEOTEXTILE

ITEM

STONE

QTY / 1.0 M

D=100~300mm

GABION

EA

EA

1.5X1.0X1.0

1.0X1.0X1.0

1.0

1.0

2.3

2.5

T=4.0(t/m) m 3 m 2

SIZE

GEOTEXTILE

ITEM

STONE

QTY / 1.0 M

D=100~300mm

GABION EA1.0X1.0X1.0 1.0

1.3

1.0

GEOTEXTILE

GEOTEXTILE

GEOTEXTILE

GEOTEXTILE

300MM THK

BASE COURSE

300MM THK

BASE COURSE

300MM THK

BASE COURSE

300MM THK

BASE COURSE

1.00 0.30 0.500.30

1.50 0.30 0.500.30

1.00 0.30 0.500.30

0.50

GABION RETAINING WALL

GABION RETAINING WALL - 1

GABION RETAINING WALL - 2

GABION RETAINING WALL - 3

SECTIONS

GABION RETAINING WALL

30~50

°¡ÀåÀÚ‚fi ˆ¶…–

Mesh size : 8.0 x 10.0 cm

`ß 85% ÀÌ»óÀ˙ µ„ÀÌ 100~200mmÀ̾î¾ß ˙Ñ·Ù. ·Ù‚‚ ‡»”˛”—À˙

ÀÛÀ” °ł°£µØÀ» ‚Þ†Ù–â À§˙Ñ ˆ⁄¿òÀç·´ 15% À̇»•˛ ˙Ñ·Ù.

* ˆ⁄¿òÀçÀ˙ ¯'–â·´ ‚¯˘fi‚fi‰” ‡ôÀÌÀ˙ 1/2ÀÌ˙ˇ¿'¾ß ˙ˇ‚ç Àüˆ… ˆ⁄¿òÀç

°¡ÀåÀÚ‚fiˆ¶…–

3. ‚ðµç „›À‰°œ ¿‹°Æˆ¶…– ‡¡‚¶„«‚fi·´ °¢ ˆ¶…–‡¡ÀÌ ‚`¾¨´˚À‚•˛ ˙â˙ˇ°Ô ˙Ô.

2. ˆ¶…–‚¯µì À” 3¨‚‚ƒ †¿¾˘…› Àüˆ…°¡ Àˇˆ…µ˙µµ•ˇ ‰ˆ°ł

`Ö) 1. „›À‰ˆ¶…–À˙ Àç`œÀ” Gabion‚`°œ µ¿Àˇ(2.2mm)

°¡ÀåÀÚ‚fiˆ¶…–

(‚¶„«‚fi »ó……)

Àý·Ü…–

°¡ÀåÀÚ‚fi ˆ¶…–(Selvedge wire)

˜›‚•ÀÌ(Diaphragms)

30~50

»ó…… "A"(‰ˆ°ł »ó……µµ ´ü`¶)

1.0

2.0

6.0m

•ÀÌ

°¡ÀåÀÚ‚fi ˆ¶…–

˜›‚•ÀÌ

¶Ñ †

°¡ÀåÀÚ‚fi ˆ¶…–

Àü °‡ µµ

Àý·Ü…–

°¡ÀåÀÚ‚fi ˆ¶…–

8.0x10.0cm

Mesh Size

°¡ÀåÀÚ‚fiˆ¶…–(3.4 mm)

°¡ÀåÀÚ‚fi ˆ¶…–

2.0m

‚`·«ˆ¶…–(2.7 mm)

C.T.C 200mm À̇»

„› À‰ ˆ¶ …–

Diaphragms (single)

°¡ÀåÀÚ‚fiˆ¶…–

„›À‰ˆ¶…–

(˜›‚•ÀÌ)

6.0 m

1.0 m

·Ü ‚Ø µµ

»ó…… "C"

»ó…… "B"

Àç •Æ –â `Ø

ˆ⁄ ¿ò Àç

ˆ¶ …–

‚`·«ˆ¶…–

˙× ‚æ

T=0.3 M

¿‹°Æˆ¶…–

°¡ÀåÀÚ‚fiˆ¶…–

ÀÚ Àç –Ô °Ý

˙× ‚æ

Mattress

¨£¾¨¿º Gabion

L

H

W

°¡ÀåÀÚ‚fiˆ¶…–

100~200mm

2.7mm

–Ô °Ý

2.2mm

3.4mm

‰ˆ ˙Ł „æ „ý

…fi »Œ °æ Àç

KS B 5202

ÀÚ ¿‹ …fi „×

¨£¾¨ –æÀÌ¿¡ µß¶ó

LxWxH `¶`⁄°¡·É

6.0m

–Ô °Ý

2.0m

”æ °í

0.3M

4. ¿ł`ö„ÝÀ» Àß ·Ù`ł ¨˜ ”˛`÷˘÷‚ƒ –ò°í …‡˜¡˙Ñ·Ù.

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-11

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

- 7

SCALE: NONE

GABION MATTRESS

.3

.5

GABION MATTRESS

»ó…… "A" ‰ˆ°ł »ó……µµ

»ó…… "C"

»ó…… "B"

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

FILL OR CUT SLOPE

TYPICAL ELEVATION

1A

TYPICAL SECTION

1C

LAP

PLAN

RAIL ELEMENT SECTION

SAME AS

1D

ELEVATION

FLARED END

5/8 " x 2" BOLT, RAIL BOLT

W6 x 85 x 5’ - 9" MIN.

METAL POST

ONE REQUIRED

NUT & WASHER

0 ^

L

L

12 GAGE

C SYMMETRICAL

ABOUT C

RAIL ELEMENT SECTION

METAL POST WITHOUT SPACER BLOCK

1E

1B

M

IN

3MM SHEET

106 106

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-8

AS SHOWN

RODRIGUEZ LIVE FIRE COMPLEX

- 8

VEHICLE GUARD RAIL

VEHICLE GUARD RAIL

CHOE, S M.

SCALE: NONE

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

105642

LAP IN TRAFFICC POST BOLT HOLEL

DIRECTION

FLARED

SPACER BLOCK

3000 3000 3000

M

IN

METAL POST

WITHOUT

DELINEATOR

SLPSLP

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

CEMENT FILLER

D13 @ 200

OC, EW

SEE NOTE

SEE

DETAIL

S L

P S

L P

1B

1D

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

1C

1E

EXPANSION JT

@ 15.00m OC

1A 1B

D

WIDTHD D

D

GRATING

WIDTH

D T

R E

N C

H

W

ID

T H

D13 BAR

@ 200 OC

ANGLE BAR

(SEE TABLE)

013 ANCHOR BAR

WELDED TO ANGLE

@ 600 MAX

D E T A I L

FLAT BAR

GRATE FRAME

CROSS BARS

WELD TO

BEARING BARS

BEARING BARS

WELDED TO

GRATING FRAME

FIN GR

1C

D

SEE TABLE

DISCONTINUE

GRATING SEAT

AND 013

LONGITUDINAL

REBARS

13 THK

PREMOLDED

JOINT FILLER

MATERIAL

019 PLAIN BAR DOWEL

400 LONG. ONE END

PAINTED AND OILED

SPACED SAME AS

LONGITUDINAL REBAR

D

V A

R

IE

S

P R

O F

IL

E

S E C T I O N 1D

B

STEEL GRATINGS

TYP

1E

STEEL GRATING SCHEDULE

H

B C

D

ANGLE BAR

L80x80x6

TRENCH WIDTH

NOTE:

STEEL GRATINGS FOR CONCRETE DITCHES SHALL

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

FOR 20-TON DESIGN TRUCK LOAD:

WHEEL LOAD = 79 KN(8.0 TONS).

V A

R

CON’C DITCH W/ STEEL GRATING1

- 9

SCALE: NONE

CIVIL

C-9

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

MISC. DETAILS - 1

SHALLOW SURFACE INLET - PLAN

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

S E C T I O N

D E T A I L

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

T L E T

P

IP

E V A

R

IE

S

D E T A I L

SEE

DETAIL

D13 @ 200

O.C. E.W.

D13 @ 200

O.C. E.W.

FLAT BAR (GALV)

50x10 @ 50 O.C.

10 10

CONC 21 MPa

GALVANIZED

50x10 FLAT BAR

GRATING FRAME

FLAT BAR (GALV)

50x10 @ 50 O.C.

L50x50x6 (GALV)

W/10 0x125 L ANCHOR

BAR WELD TO ANGLE

@ 600 O.C. MAX

GALV D10 CROSS BAR

WELD TO FLAT BAR

@ 100 O.C.

FIN GRADE

D10 CROSS BAR

GRATING SHALL

BE PLACED SO

CROSS BARS ARE

PERPENDICULAR

TO DIRECTION OF

PRINCIPAL INFLOWS

DRAIN PIPE

SEE PLAN

DRAIN PIPE

SEE PLAN

NOTES :

1. ALL EXPOSED STEEL MEMBERS SHALL BE

GALVANIZED.

2. GRATING SHALL BE GALVANIZED AFTER

FABRICATION.

3. INSTALL GALV. STEEL LADDER ONLY WHEN

DEPTH FROM TOP TO COVER TO INVERT

EXCEEDS 1.20 METERS.

4. USE 1 x 1 M WIDE OPENING WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN 1.0 M.

100 100

10 10

100 100

150 150

C

- 9

SCALE: NONE

SURFACE INLET

2A

2B

2C

2D

800/1100

580/880

500/800

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

RODRIGUEZ LIVE FIRE COMPLEX

105642

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

- 9

SCALE: NONE

SOLID SODDING

1,100

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CIVIL

C-10

AS SHOWN

CHOE, S M. RODRIGUEZ LIVE FIRE COMPLEX

CULVERT PIPE

MASONRY DITCH.

RIPRAP OR STONE

SEE PLANS

WIDTH OF HEADWALL "L"

B

SEE PLAN

CULVERT PIPE

SEE PLAN

SIDESLOPE

HEADWALL

SEE PLAN

PIPE DIA.

M

IN

D E

P T

H

V A

R

IE

S

S E

E P

L A

N

FOR LENGTH OF LINING

SEE PLAN 300

TOP OF DITCH 1

M

IN

POINTS OF WALL THICKNESS

PROVIDE 2-150mmBARS AT 1/3

M

IN

45%%d

MIN.

45%%d

MIN.

25mm CHAMFER

FINISH GRADE

PROVIDE 2-150mm BARS AT 1/3

POINTS OF WALL THICKNESS

M

IN

M

IN

P

IP

E

D13 HOOPS AT 250mm O.C.

LAPPED 300mm AT ENDS

M

IN

AT 300mm O.C. USE ONLY

D13 LONGITUDINAL

800MM DIA

RCP

M

M D

IA

P

IP

E D

IA

280 kgf/cm CONCRETE

-10

SCALE: NONE

NOT TO SCALE

1A

P L A N S E C T I O N 1B

NOT TO SCALE

1C

NOT TO SCALE

REINFORCED CON’C ENCASEMENT

R=13

CAST IN PLACE

CONCRETE CURB

"C"

C

NOTE ;

SCALE: NONE

CON’C CURB

INTERVALS (MATCH SIDEWALK)

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT

SECTION MINUS 300.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE

21 MPa AT 28 DAYS.

200 200

D16 @ 150 O.C

D13 @ 250 O.C

SCALE: NONE

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

150 MIN

M

IN

OD + 600

TYPICAL TRENCH SECTION

SCALE: NONE

1D

-10

-10

A V

G

IMPROVE MANEUVER TRAIL WITH EROSION

CONTROL BETWEEN MPMG AND H-BELT

MISC. DETAILS - 2

105642

WINGWALLS

C

WINGWALLS

(MIN.)1.5

SCOUR APRON

GROUTED STONE

V A

R

IE

S

M

IN

MIN

MIN. 1000

A S

R E

Q U

IR

E

D

CON’C OPEN DITCH W/ WING WALL

MIN. 1000

CON’C OPEN DITCH

PCC PAVEMENT

25 150

G.L

1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.

CON’C OPEN DITCH

MIN

V A

R

IE

S

2A

NOT TO SCALE

CON’C OPEN DITCH - SECTION

2B

NOT TO SCALE

2C

NOT TO SCALE

WING WALL - PLAN WING WALL - SECTION

STONE DITCH AND HEAD WALL W/ RCP