A02_Drawing_files___58484___CIVIL.pdf

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

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

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

12 CM

ST

S T

ST

P

V C

.5

.9

W A

L L

GAL

6 PV

C

ST

12 CM

ST

GRAVES

GRAVES

x x x x x x x x

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

COVERED WITH TOP SOIL AND SOLID SODDED.

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION 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.

65-A

STREAM

227.5

J-4

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

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

SS

T

/2

C

M

S T

268.6

STREAM

DISCHARGE TO

65-A

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

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?

REPAIR BUILDING NO. S-753

58484

CIVIL

C-2

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

- 2

SCALE: 1 / 250

SITE LAYOUT PLAN

1:250

0 20M15105

SITE LAYOUT PLAN AND SCOPE OF WORK

REPAIR BUILDING NO. S-753

58484

- 3

AC ROAD

N

G

A L

T R

A S

H

A /G

CP

#181FHY

AC PAVED ROAD

CP

8" PV

C

S 8"

PV

CS

SM

H

6" PVC

W

4" DIA

S-756

8" DIA

S

W

H

T C

L

T C

L

HH

H

CONTAIN

ER B

OX

D.AFREEZER

ACU

TR

C

CBCBCB

D200 PVC

CB

CP

CP

LP

LP

E

SSSSDDDD

65.5

W

BOX

BLDG #753

T R

A S H

B

IN

CHILLAR

T /F

CONTAINER

CBCBCB

S

A C

P A

V E

M E

N T

L

IM

IT

L

IN

E

A C

P A

V E

M E

N T

L

IM

IT

L

IN

E

W

150M M

AC ROAD

CON’C RETAINING WLL

J

E

- 3

- 3

INSTALL 150mm DIA PVC WATER LINE W/ PIV, APPROX. 130.0 LM

SEE CIVIL STD DWG. C-0404~0415 &

- 3

PAINT PARKING LINE W/ 150MM W

REFLECTIVE WHITE, APPROX. 6.0 SM

2.7

.5

- 3

REPLACE 1.5M W SIDEWALK,

APPROX. 130.0 SM. SEE

REPLACE GRANITE CURB,

APPROX. 120.0 LM. SEE

RESTORE SOLID SODDING

W/ TOP SOIL, APPROX. 850.0 SM.

SEE

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCHEDULE #2 (CONSTRUCT/ALTERATION)

2. RESTORE/REPLACE SIDEWALK.

5. RESTORE SOLID SODDING W/ TOP SOIL.

1. INSTALL 150mm DIA PVC WATER LINE W/ PIV.

3. RESTORE/REPLACE GRANITE CURB.

- 3

RESTORE SIDEWALK,

APPROX. 5.0 SM. SEE

- 3

REPLACE GRANITE CURB,

APPROX. 3.0 LM. SEE

REPLACE AC SURFACE COURSE,

APPROX. 1,310.0 SM. SEE

1. REPLACE AC SURFACE COURSE.

4. PAINT PARKING LINE W/ 150MM W REFLECTIVE

WHITE.

3,4

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

- 3

SCALE: NONE

SOLID SODDING

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 SECTION4

- 3

SCALE: NONE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

- 3

SCALE: NONE

SIDEWALK

- 3

SCALE: NONE

CIVIL

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

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

- 3

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

OPEN

V A

R

IE

S

S E

E P

L A

N

SLEEVE

COUPLING

PADLOCK

CAP

INDICATOR POST

HANDLE

CONCRETE BASE

FINISH GRADE

LINE

EXTENSION

ROD

VALVE

380 SQ.

CONC. COLLAR

150 0 FIRE WATER

SUPPLY LINE (DUCTILE

OR CAST IRON PIPE)

(SQ.)

2-D10 REBAR

- 3

SCALE: NONE

POST INDICATOR VALVE

EXISTING

PAVEMENT

SUBGRADE

17525

P A

V E

M E

N T

S E

C T

IO

N

A C

O R

P C

C

GRANITE CURB

CONCRETE 25-18-8

GRANITE CURB

75MM THK ASPHALTIC CONCRETE

REPAIR BUILDING NO. S-753

58484

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

2A S E C T I O N

2B

EXPANSION JOINT

2C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

2D

SIDEWALK ON DITCH

D13 @200 O.C

CON’C DITCH

FNSH GRADE

BIKE PATH &

WALKING TRAIL

MISC. DETAILS