80919-CIVIL.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

A

B C D

E F G H

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

CAMP CASEY

SITE LAYOUT PLAN AND SCOPE OF WORK

ELECTRICAL

E - 1

FEWR NO. 80919

CAMP CASEY

80919

E - 2

REMOVAL PLAN

E - 3

E - 4

REPLACE WASH POINT FOR DPW HEAVY SHOP MOTOR POOL

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

C - 9

C - 10

FLOOR PLAN

ELEVATION

SIDE VIEW

ROOF PLAN

WATER LINE LAYOUT PLAN

MISC. DETAILS

JOINT LAYOUT PLAN AND PCC SLAB DETAIL

EXIST/NEW EXTERIOR POWER DISTRIBUTION LINE PLAN

LEGEND, GENERAL NOTES AND SCOPE OF WORKS

NEW GROUND FLOOR LIGHTING/POWER LAN, LIGHTING FIXTURE DETAILS & SCHEDULE

NEW GROUND FLOOR POWER/CONTROL PLAN FOR WASH RACK EQUIPMENT

EXIST/NEW POWER ONE-LINE DIAGRAM, NEW PANELBOARD "MP", "L" LOAD SCHEDULE

E - 5

- 1 100 0 100 200 300M

SCALE IN METERS

THIS PROJECT

N

CAMP CASEY

CIVIL

C-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.

LOCATION PLAN

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.

LOCATION PLAN AND GENERAL NOTES

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

AS SHOWN

65-A

12 CM

ST

STREAM

S T

ST

P

V C

227.5

J-4

ST

36 CM

.5

.9

W A

L L

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

GAL275

MATCH LINE ’C’

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

.8

.5

ST

R

C

6 PV

C

ST

SS

T

/2

C

M

S T

268.6

STREAM

DISCHARGE TO

65-A

12 CM

ST

STREAM

MATCH LINE ’C’

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A

B

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

GRAVES

GRAVES

x x x x x x x x

B A

S K

E T

B A

L L

C

O U

R T

T E

N N

IS

C

O U

R T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

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

COVERED WITH TOP SOIL AND SOLID SODDED.

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

SCALE = 1 : 3,000

C-2

AS SHOWN

CHOE, S M.

- 2 CAMP CASEY

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

QTYNO. ITEM

REMOVAL PLAN

REMOVAL PLAN

1:150

0 20M15105

1 EA

N

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

60.605

60.554

60.308

60.419

60.673

60.671

60.632

60.403

60.810

60.574

60.779

60.588

60.305

60.688

60.709

60.58060.584

60.584

60.713

60.745

60.32760.254

60.316

60.251

60.325 60.296

60.278

60.120

60.378

60.440

60.559

60.604

60.295

60.681

60.66460.724

60.803

60.817

60.635

60.276

60.374

60.202

60.282

O

S

O

O

SP

XXXXXXXXXXXXXXXXX

D400

S

D30 D600

C

WP

CB

X

X

X

A

A

A

A

A

A

A

X

60.554

60.425

60.581

60.409

60.400

60.441

60.483

60.526 60.500

60.514

60.526

SSx

SMH(X)´÷•fi

TOP EL. 60.632

INT EL. -

OUT EL. -

SDxSDxSDxSDxSDxSDxSDxSDxSDxSDx

D 600X450 BOX

59.705

SSxSSx

S 200 PVC

CP

X

K

K

U

U

OM

P

HS

T647

HS

T647

WP

WP

W

CC

CC

OILM

OILM

OILM

GHS

GHS

SE

8SE

SE

SE

TR

TR

TR

TR

A

A

TL

R1

FS

3P

TR

2300Y

BD

BD

NN

400 NN

OM

L800

NN30

L1500

K150

300Y

NN400

R2500

HT

HT

POK

ows

S

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx

W

M

M

AC PAVED AREA

UNPAVED AREA

XX

C O

N T

A

IN

E R

C O

N T

A

IN

E R

REMARK

REMOVAL SCHEDULE

PCC PAD 170.0 SM

35.0 SM SANDWITCH PANELMECH. BLDG

STEEL GRATING DITCH 35.0 LM 0.5M W

OIL-WATER SEPARATOR 1.4x4.4M

SEDIMANTATION PIT 1 EA 1.6x1.6M

CON’C CURB 12.0 LM

- STEEL PIPE 100x100MM150.0 LM

AC PAVEMENT 80.0 SM

CONTAINERS 2 EA

NOTE:

1. QUANTITIES ARE REPLACED FOR THE CONTRACTOR’S CONVENIENCE,

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

WITH COR.

3. CONTRACTOR SHALL COORDINATE WITH USER TO RELOCATE CONTAINERS.

RELOCATE

* LEGEND

SCALE: 1 / 150

C-3

AS SHOWN

CHOE, S M. CAMP CASEY

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

1:150

0 20M15105

N

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

O

S

O

O

XXXXXXXXXXXXXXXXX

D400

S

D30 D600

WP

CB

SSxSSxSSx

S 200 PVC

T647

T647

10001000

3P

400 600

L800

L1500

300Y

R2500

POK

S

SSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSxSSx

W

M

M

AC PAVED AREA

UNPAVED AREA

XX

.0

14.00

UNPAVED AREA

- 3

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)647

SS

- 2

¤“100MM PVC

REPLACE WASHRACK

AND MECH. BLDG W/ NEW

REPLACE CON’C CURB,

APPROX. 22.5 LM

¤“65MM

¤“65MM

¤“65MM

¤“65MM

REPLACE SEWER SYSTEM W/ TWO(2) SEWER M/H AND

150MM DIA PVC SEWER LINE TO CONNECT EXST SEWER M/H,

APPROX. 35.0 LM

GRADE LIMIT LINE

GRADE LIMIT LINE

G R

A D

E L

IM

IT

L

IN

E

GRADE LIMIT LINE

REPLACE 100MM AND 65MM DIA WATER LINE W/ 100MM DIA GATE

VALVE TO CONNECT TO NEW WATER TANK, APPROX. 45.0 LM

- 2

RESTORE AC PAVEMENT,

APPROX. 25.0 SM

1. REPLACE WASHRACK AND MECH. BLDG W/ NEW.

2. REPLACE 100MM AND 65MM DIA WATER LINE W/

100MM DIA GATE VALVE TO CONNECT TO NEW

WATER TANK.

3. REPLACE SEWER SYSTEM W/ TWO(2) SEWER M/H

AND 150MM DIA PVC SEWER LINE TO CONNECT

EXST SEWER M/H.

4. REPLACE CON’C CURB.

6. RESTORE AC PAVEMENT.

SITE LAYOUT PLAN AND SCOPE OF WORK

SCALE: 1 / 150

REPLACE 0.3M W PC CON’C

DITCH, APPROX. 23.0 LM

5. REPLACE 0.3M W PC CON’C DITCH.

C-4

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

- 4

–âµÕ : ¤“160 °›°ü

ˆ¶Àç –×•„ÀÌ˘ˆ(„Ù·Ú˘fi•»˜¡)

(4 EA)

%%C50 SST »ç·Ù‚fi

1,250W¡¿2 motors

Weight 82Kg

W500¡¿H1,450¡¿D400mm

Hose length 6,000mm

°Ł·Ü‰˜ »ç·Ù‚fi(4EA)

(T3.0 ˆ…¯'˙ˆ•„ÀÌ˘fi)

Àfl…ö”—‚fi`¶ 2´÷

Àfl…ö”—‚fi`¶ 1´÷

`ł

°ł

ˆ»

…Ò

–â

Model : @-TVC2`ł°łˆ»…Ò–â

220V50Hz or 60 Hz

5Kg

W480¡¿H650¡¿D400mm

@-TCB 1µ¿ÀÛ‰”À§˜¡

Model : @-TWP2 ˘ó…öˆ‡‚fi–â

220V 60HZ

W1200 x H1700 x D900

AUTO-WASTEWATER PURIFIER

Weight 210Kg

˘ó…öˆ‡‚fi–â

Clean Water

……´÷–â

Weight 240Kg

Model : @-TSW4 SELF-WASHER

ALPHATEC

3.0hp,220V,50Hz or 60Hz

PVC ¤“100

Àü–â„ŁÀü˘˙(600*800)

˙ˇ…ö°ü¿¡ ¿‹°Æ

WASH GUN

Model : @-TSW4

WASH GUN

Model : @-TSW4

–âµÕ : ¤“160 °›°ü

Model : @-TSW4

Brush poom

Model : @-TSW4

Brush poom

Model : @-TSW4

Brush poom

Model : @-TSW4

WASH GUN

WASH GUN

Model : @-TSW4

(400*1000*(D)600) ‰‰•fl`ö„æ`ö¯˛

¿‹°Æ

Àfl…ö”—‚fi`¶ 3´÷

¿‹°Æ

PVC ¤“100

µ¿ÀÛ‰”À§˜¡

¨‚Àü”Õ·º 200x150x8 P

WASH GUN

Model : @-TSW6

WASH GUN

NOZZL ¤“25 1/2V µ¿ÀÛ ‰”À§˜¡NOZZL ¤“25 1/2V µ¿ÀÛ ‰”À§˜¡

@-TCB 1@-TCB 1

220V 50Hz or 60Hz

Weight 110Kg

W1200¡¿H1,700¡¿D900mm

‚¯˘fiˆ»…Ò–â

Model : @-TMC1‚¯˘fiˆ»…Ò–â

Self Service

¨‚Àü”Õ·º

18001200

¿‹°Æ

¿‹°Æ

¿‹°Æ

PE „°¯˚¯'

(ÀÚµ¿»þ¿ö1¨£–â)

PE „°¯˚¯'

(ÀÚµ¿»þ¿ö2¨£–â)

PE „°¯˚¯'

(ÀÚµ¿»þ¿ö3¨£–â)

PE „°¯˚¯'

(ÀÚµ¿»þ¿ö4¨£–â)

60006000

1000 3000

18000

R A

M P

6 EA - BOLLARD

SEDIMENTATION PIT

¨‚Àü”Õ·º 200x150x8 P ¨‚Àü”Õ·º

SEDIMENTATION PIT

(400*400*(D)600) ¿‹°Æ

1% 1%

1%1%

(˙Ñ`Ù¿¡ 8ea¾¿ 15˜›)

NOZZL 1/2V 15EA

(˙Ñ`Ù¿¡ 8ea¾¿ 15˜›)

NOZZL 1/2V 15EA

¤“32 4M

4EA-NOZZL 1/2V 10EA

„Ù·Ú……´÷¿º

CON,C CURB

FLOOR PLAN

SCALE: 1 / 60

FLOOR PLAN

* SPECIFIC NOTES:

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR DETAIL

BY COR’S REQUEST.

3. THE HEATING SYSTEM SHOULD BE PROVIDED FOR WINTER SEASON.

4. THE WASHRACK SHOULD BE OPERATED BY HALF AND HALF EACH.

0.3M W CON,C DITCH

SST ¾¯¯'·º

(800x450)

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

Model : @-TMC1

‚¯˘fiˆ»…Ò–â

- 8

- 5

- 6

Brush poom

Model : @-TSW4

Body - Sus 70*50 50 * 30

W1300 x H1820 x D740

Pump 3.5G 22 X MA …ö•fi 4, Moter Lavel 4

Pw 600SMA / PWN 350 M -2EA, DS 25 -1EA, FLE ZET PUMP -1EA ‚ð¯˝ ˘ß˙` »ç¿º

1. THE SELF VEHIVCLE WASHING SYSTEM IS MANUFACTURED

BY "ALPATEC CO, LTD" OR APPROVED EQUAL.

* ALPATEC CO.LTD

http://www.alpatec.co.kr

TEL: 1899-8354, 042-273-1297

C-5

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

- 5 SCALE: 1 / 50

ELEVATION

60006000

1000 3000

18000

W/ D13 @ 300 O.C EACH WAY

C-200x50x2.3

@3000 O.C

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

»ö»ó : –ו„ÀÌ / ”í•ç

⁄–-75x45 °¢°ü@1200 O.C

–âµÕ : ¤“160 °›°ü µ¿ÀÛ‰”À§˜¡ : @-TCB 1

T14 SKY LITE •”»Œ‰ˆ˘fi

G.L G.L

350MM THK

BASE COURSE

COMPACTED

SUBGRADE

µ¿ÀÛ‰”À§˜¡ : @-TCB 1

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

»ö»ó : –ו„ÀÌ / ”í•ç

200 2400 1600 5400 600 5400 900 3900 1500

300x300

165.2DIAx4.5t

250x250x12 THK

BASE PLATE

W/4-M19x400 LG

A.B.

HD13 @200 OC

TIE BARS

4-M19x400 LG

DETAIL - 1 DETAIL - 2

SEE "DETAIL"

ELEVATION

–âµÕ : ⁄–-100x50 °¢°ü

PE „°¯˚¯'

250MM THK CONC SLAB(280 kg/cm ) 3

OPEN OPEN OPENOPEN OPEN

C-6

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

SIDE VIEW

- 6 SCALE: 1 / 40

SIDE VIEW

G.L

G.L

CON’C CURB

0.3M W CON’C

OPEN DITCH

10%

COMPACTED

SUBGRADE

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

»ö»ó : –ו„ÀÌ / ”í•ç

⁄–-75x45 °¢°ü µ¿ÀÛ‰”À§˜¡ @-TCB 1

RAMP

350MM THK

BASE COURSE

W/ D13 @ 300 O.C EACH WAY

250MM THK CONC SLAB(280 kg/cm ) 2

RAMP

500 3000 3000 3000 3000 3000 500

15000

–âµÕ : ¤“160 °›°ü

⁄–-75x45

C-200x50x2.3

⁄–-75x45

C-200x50x2.3

`ö”Ø……´÷¿º ˘fi•¢

(W=400)

`ö”Ø……´÷¿º ˘fi•¢

(W=400)

»ö»ó : –ו„ÀÌ / ”í•ç

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

⁄–-75x45

»ö»ó : –ו„ÀÌ / ”í•ç

T10 PC •”»Œ‰ˆ˘fi

CODE : SR2U-80

60006000

12000

1200 1200

CIVIL

C-7

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

ROOF PLAN

- 7 SCALE: 1 / 40

ROOF PLAN

WASH GUN

Model : @-TSW6

WASH GUN

Model : @-TSW6

¤“160 °›°ü

¤“80

¤“25

NOZZL 1/2 `´ˆł 120EA

(–Ô°Ý 1/2 x 25%%C)

NOZZL 20EA

V / NOZZL 1/2

˙ˇ”˛……´÷ NOZZL 1/2 ¿ìˆł 120EA

(–Ô°Ý 1/2 x 25%%C)

NOZZL 1/2V 15EA

NOZZL 1/2V 15EA

°Ł·Ü‰˜ »ç·Ù‚fi

(T3.0 ˆ…¯'˙ˆ•„ÀÌ˘fi)

`ö”Ø……´÷¿º ˘fi•¢

(W=400)

¤“80

¤“32

¤“32

¤“65 ¤“160 °›°ü

¤“50

‡›°£…ÕÀâÀÌ

°Ł·Ü‰˜ »ç·Ù‚fi

(T3.0 ˆ…¯'˙ˆ•„ÀÌ˘fi)

‡›°£…ÕÀâÀÌ ¤“38

(˙Ñ`Ù¿¡ 8ea¾¿ 15˜›)

(˙Ñ`Ù¿¡ 8ea¾¿ 15˜›)

¨‚Àü”Õ·º(C˙ü°›200*50) (”£À̉”˘˙200*150)

(”£À̉”˘˙200*150)

NOZZL 1/2V 8EA

50T…Ò˜ˇ

NOZZL 1/2V 15EA

NOZZL 1/2V 8EA

NOZZL ¤“25 1/2V µ¿ÀÛ ‰”À§˜¡

Brush poom

Model : @-TSW4

Brush poom

Model : @-TSW4

(C˙ü°›200*50)

NOZZL ¤“25 1/2V µ¿ÀÛ ‰”À§˜¡NOZZL ¤“25 1/2V µ¿ÀÛ ‰”À§˜¡

(4 EA)

220V50Hz or 60 Hz

5Kg

W480¡¿H650¡¿D400mm

@-TCB 1 @-TCB 1

NOZZL ¤“15 ¨‚Àü”Õ·º

60001

15000

0 4

CIVIL

C-8

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

- 8 SCALE: 1 / 60

µ¿ÀÛ ‰”À§˜¡ @-TCB 1

¤“32 4M

¤“32 4M

¤“38

WATER LINE LAYOUT PLAN

WATER LINE LAYOUT PLAN

C-9

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

- 9 SCALE: 1 / 60

4500 6000 6000 6000

JOINT LAYOUT PLAN

CON,C CURB

0.3M W CON,C DITCH

6 EA - BOLLARD

NOT TO SCALE

PAVEMENT

SURFACE

SEPARATING

TAPE

INITIAL

SAWCUT (4mm)

JOINT BOTTOM

CRACK

R6 (TYP)

NEW PCC PAVEMENT

SEE DETAIL

BASE COURSE

JOINT SEALANT

D13 @ 300 E.W.

SURFACE COURSE

THICKENED EDGE

TRANSITION FOR

100% COMPACTION

BASE COURSE

280kgf/cm THK PCC

FNSH GRADE

CONTRACTION JOINT

NOT TO SCALE

TYP. PCC PAVEMENT SECTION

NOT TO SCALE

JOINT SEALANT DETAIL

- 9

SCALE: NONE

280 kgf/cm CONCRETE

PCC SLAB DETAIL

JOINT LAYOUT PLAN

AND PCC SLAB DETAIL

CONTRACTION JOINT

(FEDERAL STANDARD 595a, 30108)

100mm STEEL PIPE

CAST-IN-PLACE

CONC BASE

PAINTED DARK BROWNFNSH GRADE

300 DIA

50mm WIDE STRIPE OF WHITE

REFLECTIVE TAPE

C

O N

C

C A

P

FILLED W/CONC

-10

SCALE: NONE

BOLLARD DETAIL

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

D13 @ 200

OC, EW

STEEL GRATING

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

WIDTH

D 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).

CIVIL

C-10

AS SHOWN

CHOE, S M. CAMP CASEY

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

REPLACE WASH POINT FOR DPW

HEAVY SHOP MOTOR POOL

80919

-10 SCALE: 1 / 60

JOINT LAYOUT PLAN

-10

SCALE: NONE

HANDRAIL

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

"C"

C

R R

AC PAVEMENT

-10

SCALE: NONE

CON’C CURB

HANDRAIL PAINT-COLOR TO BE CHOSEN

BY CONTRACTING OFFICER TO CONFORM

WITH COLOR SCHEME OF THE INSTALLATION

(MAX) (MAX)

2100 2100

(MAX)

38 DIA STD STEEL PIPE

5mm

FNSH GRADE

10 THICK EXPANSION

JOINT W/ SEALER

25 150

MISC. DETAILS