77525_CIVIL_DWGS.pdf

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

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

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

12 CM

ST

S T

S T

P V C

.5

.9

W A

L L

GAL

6 PVC

ST

12 CM

ST

GRAVES

GRAVES

COVERED WITH TOP SOIL AND SOLID SODDED.

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

65-A

STREAM

227.5

J-4

ST

CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

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

T

M

S T

268.6

STREAM

DISCHARGE TO

65-A

STREAM

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

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

PAK, C H.

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

LOCATION PLAN-CASEY

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

TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

OF THE CONSTRUCTION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, 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 CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

EXPENSE TO THE CONSTRUCTION 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

77525

LOCATION PLAN AND GENERAL NOTES

CAMP CASEY

BUILDING S-533

REPAIR FIRE PROTECTION SYSTEM

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

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

CIVIL

PAK, C H.

AS SHOWN

SITE LAYOUT PLAN

SCALE

SITE LAYOUT PLAN

1:250

SCHEDULE #1 (REPAIR AND MAINTENANCE)

SCOPE OF WORK

1:250

0 20M15105

D200

EMH

W

WV

D200 D200

LP

CP

BOARDSIG

N

LP

D300

ELEC.

D300

BOX

CP

GW

D200CP

D500

D100 D200

D200 D200

WOODEN CURB

CP

CURB

WOODEN

CP

D300

WV

W

D200

TMHGW

D200

D200

D200

W

PIV

CP

W

D200

PIV

TR

D300

TR

AC

PAVED

ROAD

CONC COVERED DITCH

PAD

PAD

CP

CP

P A

D

C H

IL

L E

D400

BOARD

SIGN

CP

WPAD

CP

D200

S-533

FHY

GW

H.

W

V A

L V

E

PAD

GW

STOOP

PCC

STOOP

S T

O N

E

O

P E

N

D

IT

C H

C O

N C

O

P E

N

D

IT

C H

CP

B

IC

Y C

L E

R

A C

K

CP

PAD

D300

BOARD

SIGN

PAD

PAD

STOOP

AC PAVED ROAD

BIBB

HOSE

D O

C K

L O

A D

IN

G

PAD

TRAP

GREASE

PAD

GRATINGS

W/ STEEL

CONC DITCH A

C

P

A V

E M

E N

T

DITCH

COVERED

CONC

AC PAVEMENT

JB

SI

S

S

S

S

S

S

600X600 BOX CULVERT

S

S

D600

S

P

V C

S 450 CP

S

P

V C

S

P

V C

OUTL INVT EL:73.795

INL INVT EL:74.835

INL INVT EL:74.375

TOP EL:76.335

SMH

D

S 150 PVC

P V

C

D

SMH (BURIED)

CONTROL PANEL

SIGN BOARD

.4

77.20

.2

77.60

.8

.6

76.40

76.20

.2

76.40

76.40

.8

76.00

76.60

.8

.0

77.40

.4

.6

.4

75.40

75.40

75.2075.00

74.80

.4

.0

75.80

.6

75.60

75.80

.4

.4

.0

.8

BOX C

ULVERT

H60 0x

W60

B O

X

VALVE

WV

WV

WV

CP

CP

CP

CP

CP

P A

D

C H

IL

L E

R

ENCLOSER

TRASH

ENCLOSER

TRASH

L .7

M

S '5

"W

APPROX. 1 EA

CLEAN UP EXIST GREASE TRAP,

D

APPROX. 170 SM

PLANT CARPET SODDING ON EXIST TURF AREA.

APPROX. 10 LM

REPACE EXIST TURF W/ NEW GRANITE CURB,

BOX

CONTAINER

APPROX. 1 EA, 15 LM

CONN TO EXIST CON'C COVERED DITCH

REPAIR EXIST RCP AND MANHOLE

APPROX. L=5 LM

GRANITE CURB,

REPLACE EXIST CON'C CURB W/ NEW

APPROX. 1 EA

CLEAN UP EXIST DRAINAGE PIPE AND MANHOLE

GAS

NATURAL

ROOM

ELEC

ROOM

MECH

0.5 0.5

CLEAN UP EXIST DRAINAGE PIPE AND MANHOLE

S

P

V C

CONN TO NEW DITCH AND EXIST SURFACE INLET

APPROX. L= 12 LM, 1 EA

AND 0.6X0.6M SURFACE INLET,

REPLACE EXIST TURF W/ 200MM DIA PVC PIPE

C-2

-3

APPROX. 1 EA, L= 7 LM

CONN TO NEW DRAINAGE MANHOLE.

0.6X0.6M SURFACE INLET AND 200MM DIA PVC PIPE,

REPLACE EXIST SURFACE INLET AND PIPE W/ NEW

APPROX. DITCH L= 6.0 LM

W X L X D = 400 X 400 X 150 MM

CON'C DITCH INCLUDING ANGLE AND STEEL GRATING,

REPLACE EXIST TURF W/ 0.4M W PRE-CAST

APPROX. A= 6.0 SM

REPLACE EXIST TURF W/ 0.2M THK CON'C PAD,

INCLUDING ANGLE AND STEEL GRATING.

7. REPLACE EXIST TURF W/ 0.4M W PRE-CAST CON'C DITCH

6. REPLACE EXIST TURF W/ 0.2M THK CON'C PAD.

5. REPLACE EXIST TURF W/ NEW GRANITE CURB.

4. REPAIR EXIST RCP AND MANHOLE.

3. REPLACE EXIST SURFACE INLET AND PIPE W/ NEW.

2. PLANT CARPET SODDING ON EXIST TURF AREA.

1. CLEAN UP EXIST DRAINAGE AND SEWER SYSTEM.

APPROX. 1 EA

CLEAN UP EXIST SEWER MANHOLE,

CAMP CASEY

BUILDING S-533

REPAIR FIRE PROTECTION SYSTEM

77525

SCALE: NONE

CIVIL

AS SHOWN

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

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

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

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

SCALE: NONE

GRANITE CURB

TRANSVERSE CONTRACTION JOINTS

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

C P

A V

E M

E N

T

S E

C T

IO

N

A

300MM H GRANITE CURB

OR TURF AREA

SIDEWALK, SODDING

PAK, C H.3

SCALE: NONE

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

CARPET SODDING

SHALLOW SURFACE INLET - PLAN

S E C T I O N

D E T A I L

D E T A I L

DETAIL

SEE

O.C. E.W.

D13 @ 200

O.C. E.W.

D13 @ 200

50x10 @ 50 O.C.

FLAT BAR (GALV)

10 10

CONC 21 MPa

GRATING FRAME

50x10 FLAT BAR

GALVANIZED

50x10 @ 50 O.C.

FLAT BAR (GALV)

@ 600 O.C. MAX

BAR WELD TO ANGLE

W/10 0x125 L ANCHOR

L50x50x6 (GALV)

@ 100 O.C.

WELD TO FLAT BAR

GALV D10 CROSS BAR

FIN GRADE

PRINCIPAL INFLOWS

TO DIRECTION OF

PERPENDICULAR

CROSS BARS ARE

BE PLACED SO

GRATING SHALL

D10 CROSS BAR

SEE PLAN

DRAIN PIPE

SEE PLAN

DRAIN PIPE

100 100

10 10

100 100

V A

R I

E S

150 150

SCALE: NONE

0.6X0.6M SURFACE INLET

2A

2B

2C

2D

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

TL

E T

P

IP

E

1,000

V A

R

IE

S

C

GREATER THAN 1.0 M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

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

EXCEEDS 1.20 METERS.

DEPTH FROM TOP TO COVER TO INVERT

3. INSTALL GALV. STEEL LADDER ONLY WHEN

FABRICATION.

2. GRATING SHALL BE GALVANIZED AFTER

GALVANIZED.

1. ALL EXPOSED STEEL MEMBERS SHALL BE

NOTES :

C-3

AND SURFACE INLET

SIDEWALK, GRANITE CURB, CARPET SODDING

0.2 THK CON'C PAD

CAMP CASEY

BUILDING S-533

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

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

CIVIL

PAK, C H.

AS SHOWN

STEEL GRATINGS

(SEE NOTE)

S L

P S

L P

1B

1D

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

1E

EXPANSION JT

@ 15.00m OC

D D

T R

E N

C H

SECTION

A

B

SOIL

C

ELEVATION

- DITCH

400 MM W PRE-CAST STEEL GRATING

M M

W I

D T

H

A(690)

A(690)

400x400x150T CON'C CITCH W/ ANGLE AND STEEL GRATING DOVER

OR APPROVED EQUAL.

TEL : 031-647-6206, E-MAIL : sarahyouc@naver.com

ABOVE INFORMATION IS SSANGYONG CONCRETE CO., LTD

*NOTE*

DOOR

S-533

CURB

EXIST GRANITE

200MM THK CON'C PAD

PRE-CAST STEEL GRATING DITCH

C-4

CAMP CASEY

BUILDING S-533