H1-Drawing_files___196998___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

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

ENVIRONMENT

FORCE PROTECTION

CHOE, S M.

196998

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

CAMP CASEY AND HOVEY

FEWR NO. 196998

ELECTRICAL

LEGEND, GENERAL NOTES AND SCOPE OF WORKS

MECHANICAL MATERIAL INDICATIONS & SYMBOLS AND ABBREVATIONS

GENERAL NOTEA AND SCOPE OF WORK

BACKFLOW PREVENTER SCHEDULE BLDG #S-4361A, 4361B & 3751A

BACKFLOW PREVENTER & OS & Y GATE VALVE

LOCATION PLAN - 1 AND GENERAL NOTES

LOCATION PLAN - 2 AND GENERAL NOTES

SITE LAYOUT PLAN AND SCOPE OF WORK

PLAN AND ELEVATION

SECTION

ROOF PLAN

ROLL-UP DOOR

MISC. DETAIL - 1

MISC. DETAIL - 2C - 9

C - 8

C - 7

C - 6

C - 5

C - 4

C - 3

C - 2

C - 1

E - 1

E - 2

E - 3

M - 1

M - 2

M - 3

M - 4

MECHANICAL

EXST/NEW EXTERIOR ELECTRICAL PLAN

NEW SECONDARY SHED ELECTRICAL PLAN NEW ENCLOSED CIRCUIT BREAKER LOAD SCHEDULE

GENERAL NOTE, TYPICAL FIRE ALARM CONTROL PLAN FOR BACK PREVENTOR ASSEMBLYE - 418

- 1 100 0 100 200 300M

SCALE IN METERS

THIS PROJECT

N

CIVIL

C-1

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

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

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 REPLACEION AREA CLEAN AT

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

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

AS SHOWN

65-A

12 CM

ST

STREAM

ST

S T

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

S T

R C

6 PVC

ST

T

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

B A

S K

E T

B A

L L

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

COVERED WITH TOP SOIL AND SOLID SODDED.

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

SCALE = 1 : 3,000

196998

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

LOCATION PLAN - 1

LOCATION PLAN - 1 AND GENERAL NOTES

S-8553

S-3823T

S-4321

S

B

S-3704

S

T-3758

T-3852

T-3802

S-3484

S-3535R

T

S

S

S-4125

S-

S

S

S-3822

S-3911

S-

S

S-3914

S

S

S-4319

S-3558B

T-3821

T

S-4106

S-3814

S

S

S

S-4152

SCALE: 1 / 3500

100 0 100 200 300M

SCALE IN METERS

T-

T

T

S-

S

S-3685

S

S-3627

S

S

S

A

S-3824

S

T-

S

T

T

S

T-4113

S

S

S-3

T

T-3406

S

S

S

A

S

T-4007 S

S

S

T

T-

S

S

S-3481

S

S-

S-4124

S-4035

S-3979

S

T-3417

S

S

T

T-

S

S-3402

S

T

T-3801

T-3401

T-3650

T

T-3862

S

T

T

T-3902

T

S T

S

S-3974

S

S

A

T-3453

T

S-3673 S

S-3

S-3482

S-4228B

T

S

B

S-4

A

S

B

S-4366B

T-3694

T

S

S-

S-4367

S-

S-4110

S-3601

S-4133

S-3848

S-3816

S-4016

S-3559

S

S

S-4046

T-3617

S-3889

S-3846

S-3688

S

B S

A T

S-3595

S-4329

S

S-3634

S

S-

S

S-4008 S-4158

S

S

S-3916

S

S

S-3683

S

S

A

S-4322

S

B

S

S

S-43

S-3687

S

S-

S

S-3800A

S

A

T

T-3820

T-4138

T-3671

S-4377

T

S-3461

S

T-3627

S

S

S

S-3478

T-3452

S-3

S-3755

S

T

T-4358

T

T

S

T

T

T

S

T-3281C

S-3910

S-

T-3431

S-

S

T-4128

S-34

S

CIVIL

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

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

COVERED WITH TOP SOIL AND SPOT SODDED.

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

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

N

THIS PROJECT

AS SHOWN

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

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

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION 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 CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

S-4130

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

LOCATION PLAN - 2 LOCATION PLAN - 2 AND GENERAL NOTES

C-2

C-3

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

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SITE LAYOUT PLAN AND SCOPE OF WORK

N

SCALE: 1 / 100

1:100

0 10M7.552.5

CON'C OPEN DITCH

6.0

RW RW

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

GREEN TEE AREA

TURF AREA

300MM RCP

APPROX. 65.0 SM

RESTORE SOLID SODDING,

STEEL GRATING DITCH, APPROX. 25.0 LM

REPLACE STONE DITCH W/ 0.75M W

APPROX. 230.0 SM

REPLACE AC PAVEMENT,

1-CONC THRUST BLOCK

1-75x25mm REDUCER 1-75mm TAPPING VALVE W/ BOX 1-150X150X75mm TAPPING SLEEVE CONN TO EXIST 150mm DIA WL

ROLL-UP DOOR, CON'C RAMP AND TWO(2) BOLLARDS

CONSTRUCT A SECONDARY CONTAINMENT SHED W/

- 2

.0

SCHEDULE #2 (CONSTRUCT/ALTERATION)

BRIDGE

AC AREA

TWO(2) BOLLARDS.

SHED W/ ROLL-UP DOOR, CON'C RAMP AND

1. CONSTRUCT A SECONDARY CONTAINMENT

GATE VALVE.

2. INSTALL 25MM DIA WATER LINE W/ ONE(1)

1. REPLACE AC PAVEMENT.

GRATING DITCH.

2. REPLACE STONE DITCH W/ 0.75M W STEEL

3. RESTORE SOLID SODDING.

W/ VACUUM BREAKER.

3. INSTALL 25MM FREEZE PROOF HOSE BIBB

W/ VACUUM BREAKER (765EBV-FEBCO 1" 765)

INSTALL 25MM FREEZE PROOF HOSE BIBB

1.

1.

1.

APPROX. 13.0 LM

CONSTRUCT CON'C CURB,

4. CONSTRUCT CON'C CURB.

APPROX. 14.0 LM

INSTALL 25MM DIA WATER LINE,

BOX-

CULVERT

GRADE LIMIT

LINE

GRADE LIMIT LINE

G R

A D

E

L

IM

IT

L

IN

E

3000 500 3000 5100 300

2100 2100 2100 2100

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

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

ELEVATION

- 4

PLAN

SCALE: 1 / 40

SCALE: 1 / 40

89002700600

CON'C RAMP

AUTOMATIC ROLL-UP DOOR

(765EBV-FEBCO 1" 765)

HOSE BIBB W/ VACUUM BREAKER

A.B.

W/4-M19x400 LG

BASE PLATE

250x250x12 THK

AUTOMATIC ROLL-UP DOOR

BOLLARD

CON'C RAMP

G.L

NFSM

G.L

A.B.

W/4-M19x400 LG

BASE PLATE

250x250x12 THK

C-4

PLAN AND ELEVATION

-4

5-

CON'C DIKE

CON'C RAMP

150x150x4.2

150x150x4.2

75x45x4.2

W/ SEALANT

JOINT FILLER

12MM THK

W/ SEALANT

FINISH W/

POLYCABONATE SHEET

10MM THK LEXAN

- COORDINATE WITH USER FOR COLOR OF LEXAN POLYCABONATE SHEET.

* NOTE:

SEE DETAIL

013 ANCHOR BAR

WELDED TO ANGLE

@ 600 MAX

ANGLE

6MM THK

50 50

DETAIL

C-5

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

- 5

G.L

DETAIL - 1

DETAIL - 2

150x150x4.2t

250x250x12 THK

BASE PLATE

W/4-M19x400 LG

A.B.

HD13 @200 OC

TIE BARS

SCALE: 1 / 25

POLYCABONATE SHEET

10MM THK LEXAN

2225300 2225 300

150x150x4.2

150x100x4.2

250x250x12 THK

BASE PLATE

W/4-M19x400 LG

A.B.

MORTAR

NON SHRINKAGE

150x100x4.2

75x45x4.2

D13-300 @ O.C

NFSM

7003003004000300300700

SECTION

CAMP CASEY AND HOVEY

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

196998

4-M19x400 LG A.B

SHALL BE PAINTED WITH

ALL STEEL POST FRAME

NOTE

3/16

3/16

AL END MOLDING

AL COVER

EPDM GASKET

10mm BENT PLATE

POLYCABONATE SHEET

10MM THK LEXAN

DETAIL - 3

SEE DETAIL-3

SEE DETAIL-1,2

GRAY COLOR.

SECTION

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

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

SCALE: 1 / 20

1125 1125105010501050105010501050

ROOF PAN

150x100x4.2

75x45x4.2

POLYCABONATE SHEET

10MM THK LEXAN

CON'C DIKE LINE

C-6

ROOF PLAN

SPEED DOOR

BOTTOM BAR

* SPECIFIC NOTES:

TEL: 1566-8219, 010-7285-1132

http://www.koreadoor.co.kr

* KAD CO.LTD

BY "KAD CO, LTD" OR APPROVED EQUAL.

1. THE ROLL-UP DOOR IS MANUFACTURED

FOR DETAIL BY COR'S REQUEST.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING

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

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

C-7

(WINDOW)

��SHEET

(WINDOW)

��SHEET

CONTROLLER BOX

100 x 50 x 2.3T

STEEL PIPE

STEEL PIPE

150x150x4.2T

STEEL PIPE

150x150x4.2T

STEEL PIPE

150x150x4.2T

100 x 50 x 2.3T

STEEL PIPE

- SCALE: 1 / 50

ROLL-UP DOOR ELEVATION

- SCALE: 1 / 50

ROLL-UP DOOR SECTION

- SCALE: 1 / 50

ROLL-UP DOOR PLAN

ROLL-UP DOOR

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 I

D 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 I

E S

P R

O F I

L E

S E C T I O N 1D

PITCH OF

CROSS BAR

H

BEARING BAR

C

P

ITCH OF

BEARING B

AR

H

BEARING B

AR

B

GRATING WIDTH

10 SQ CROSS BAR

TWISTED

STEEL GRATINGS

GRATING L

ENGTH

TYP

1E

STEEL GRATING SCHEDULE

H B C

D ANGLE BARTRENCH 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).

- SCALE: 1 / 60

JOINT LAYOUT PLAN

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

"C"

C

R

R

AC PAVEMENT

SCALE: NONE

CON'C CURB

V A

R

10 THICK EXPANSION

JOINT W/ SEALER

25 150

(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

N C

C A P

FILLED W/CONC

SCALE: NONE

SOLID SODDING

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

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

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

C-8

750 65 150 L71x71x6

MISC. DETAIL - 1

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

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

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

INSTALL A BACKFLOW PREVENTION DEVICE

CONSTRUCT A SECONDARY CONTAINMENT AND

CAMP CASEY AND HOVEY

196998

C-9

MISC. DETAIL - 2

SCALE: NONE

VALVE HOUSING

HEAD CASING

DRAIN TUBE

BACKFILL MAT'L

25 0

WATER LINE

NOT TO SCALE

CONC SLAB

GRAVEL DRAIN

FREEZE PROOF HOSE BIBB

20x90° ELBOW

25 0 HOSE

CONNECTION

- 9

SET. SCREW

VACUUM BREAKER

(765EBV-FEBCO 1" 765)

M I

N

SQ

M I

N

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

TYPICAL TRENCH SECTION