297038-CIVIL_DWG.pdf

AS SHOWN

C-1

CHOE, S M.

CIVIL

N

- 2

SCALE: 1 / 800

1:800

0 40M302010

M A T C

H

L

IN

E M A T

E

DMH

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

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

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

COVERED WITH TOP SOIL AND SOLID SODDED.

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

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

THIS PROJECT

LOCATION PLAN

19 18

T

SHED

PATIO

B U

N K E R

B A

D M

IN

T O

N

U R

T

A C

C

BELL TOWER

FLAGPOLE

W A

L L

W A

L L

WALL

WALL

W A L L

WALL

WALL

PLANTER

W A

L L

W A

L L

W A

L

LW

A L

L

WALL

W A

L L

WALL

WALL

PLANTER

WALL

W A

L L

W A L L

TENNIS COURT

W A

L L

W A

L L

LOCATION PLAN AND GENERAL NOTES

NNSC

297038

REPAIR BUILDING S-11, NNSC

CIVIL

C-2

AS SHOWN

CHOE, S M.

- 2

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

QTYNO. ITEM REMARK

REMOVAL SCHEDULE

* LEGEND

LEGEND :

BUILDING

REMOVAL

TREE/ SHRUB

ELECTRICAL POLE

AC PAVEMENT REMOVE LIMIT LINE

CONC PAD

297038

N

0.3M W

110.0 SM

14.0 SM

SEPTIC TANK

T-11

CON'C COVERED DITCH

SIDEWALK

FUEL TANK

56.0 LM

1 EA 275 GAL

1 EA

SEE ARCH DWG

6 SEWER LINE 5.0 LM

REMOVAL PLAN

REMOVAL PLAN

AC SURFACE COURSE

CP

NN

X

X

X

NN

NN

NN

J

NN

250 NN

NN

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

K

K

K

K

FL

NM

NM

JIB

OM

V

V

A

A

A

A

BD

BD

BD

BD

Y

Y

U

U

U

U

HS

T11

HS

T11

HS

T11

HS

T11

HS

T11

U

U

U

U

U

U

OIL

OIL

A/G

OILTANK

T-11

C O

V E

R E

D

N C D

IT

C H

A.C P

AVED ROAD

FFE 56.311

CP.10

N: 37 5,577

.291

E: 1 ,264, 104.1

EL. 56

.285

D250D250 D250

D100 D100

D150

D200

D200

D300

53.5

54.5

55.5

CBS

S

SCALE: 1 / 120

1:120

0 10M7.552.5

7 SURFACE INLET 1 EA

FOR CONNECTION

CUT AND PLUG

8 CON'C WALL 0.5M H153.0 LM

ACCORDANCE WITH KOREAN ENVIRONMENT LAW.

3. THE CONTRACTOR SHALL RETURN FUEL TANK W/ CLEANING IN

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

1. THE QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE,

NOTE:

9 510.0 SM

10 26.0 SMWOODEN DECK

NNSC

CIVIL

C-3

AS SHOWN

CHOE, S M.

- 3

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

297038

N

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

2. REPLACE 0.3M W STEEL GRATING DITCH.

AND SCOPE OF WORK

SITE LAYOUT PLAN, NOTES

CP

NN

X

NN

NN

NN

250 NN

NN

V

V

A

A

Y

Y

U

U

U

U

D250D250 D250

D150

D200

D200

53.5

54.5

55.5

SYSTEM

TREATMENT

SEWAGE

S

CP

1APPROX. 98.0 LM. SEE

HIGHLAND WALL(TYPE-B),

REPLACE CON'C WALL W/

1SEE

COLUMN, APPROX. 70.0 LM.

HIGHLAND WALL(TYPE-A) AND

REPLACE CON'C WALL W/

1APPROX. 14.0 LM. SEE

AROUND TREE,

HIGHLAND WALL(TYPE-B)

REPLACE CON'C WALL W/

SEE

REPLACE ONE(1) SURFACE INLET(0.7X0.7M).

SEE

REPLACE WOODEN DECK W/ ROOF,

APPROX. 510.0 SM. SEE

REPLACE AC PAVEMENT,

COORDINATE WITH COR FOR LOCATION, 30 EA

PLANT MARRONNIER TREE(H 4.5 X R 18)

11. RESTORE SOLID SODDING W/ TOP SOIL.

COLUMNS.

1. REPLACE CON'C WALL W/ HIGHLAND WALL AND

5. REPLACE WOODEN DECK W/ ROOF.

6. REPLACE ONE(1) SURFACE INLET(0.7X0.7M).

7. REPLACE AC PAVEMEN.

GRADE LIMIT LINE

G R

A D

E

L

IM

IT

L

IN

E

G R

A D E

L

IM

IT

L

IN

E

GRADE LIMIT LINE

- 5

SCALE: 1 / 120

1:120

0 10M7.552.5

2200 2200

APPROX. 56.0 LM. SEE

REPLACE 0.3M W STEEL GRATING DITCH,

SEE

TOP SOIL, APPROX. 160.0 SM.

RESTORE SOLID SODDING W/

COORDINATE WITH COR FOR LOCATION, 10 EA

PLANT CHERRY BLOSSOM TREE(H 4.0 X B 12)

TREE.

9. PLANT MARRONNIER AND CHERRY BLOSSOM

1~7

(NIC)

(NIC)

(NIC)

REF

(NIC)(NIC)

(NIC)

(NIC)

(NIC)

T-11

FNSH FL EL 56.50

APPROX. 170.0 SM. SEE

REPLACE SOD W/ 80MM THK TRAVERTIN STONE PAVER.

3. REPLACE SOD W/ TRAVERTIN STONE PAVER.

APPROX. APPROX. 178.0 LM

WHITE EDGE LINE,

PAINT 150MM W REFLECTIVE

10. PAINT 150MM W REFLECTIVE WHITE EDGE LINE.

AND ONE(1) 1.2M W SINGLE SWING GATE, SEE

REPLACE ONE(1) 3.6M W FOLDING DOUBLE SWING GATE

GATE AND 1.2M W SINGLE SWING GATE.

8. REPLACE 3.6M W FOLDING DOUBLE SWING

11APPROX. 1.50 LM. SEE

W/ EVEN LEVEL.

REPLACE GRANITE CURB

APPROX. 2.50 LM. SEE

W/ EVEN LEVEL.

REPLACE GRANITE CURB

APPROX. 4.80 LM. SEE

W/ EVEN LEVEL.

REPLACE GRANITE CURB

EL. 56.285

E: 1,264,104.197

N: 375,577.291

4. REPLACE GRANITE CURB W/ EVEN LEVEL.

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

297038

N

* NOTES.

PROTECT SYSTEM.

- THE CONCRETE STRUCTURE SHALL BE PROVIDED OUTSIDE OF TANK TO

USFK REGULATION 201-1 ENVIRONMENTAL GOVERING STANDARD.

- REQUIRED EFFLUENT BOD < 20 PPM, EFFLUENT SS < 20 PPM, BASED ON

- SYSTEM SHALL BE CAPABLE OF TREATING 6 M3/DAY DOMESTIC SEWAGE.

100% REDUNDANCY.

- ALL PUMPS AND CRITICAL EQUIPMENT SHALL BE PROVIDED WITH

REPUBLIC OF KOREA.

- SYSTEM SHALL BE SUPPORTED BY A SERVICE ORGANIZATION IN THE

CONTROLS AS REQUIRED TO MEET THE FOLLOWING CRITERIA.

OPERATIONAL PACKAGED SYSTEMS INCLUDING ALL EQUIPMENT AND

2. THE SEWAGE TREATMENT SYSTEM SHALL BE COMPLETE & FULLY

THE REGISTRATION NUMBER IS 10-0745444. TEL: 02-2047-0987

PROPERTY OFFICE ON APRIL 30, 2006.

KYOUNG HO AND PATENT IS REGISTERED IN THE KOREAN INTELLECTUAL

OR APPROVED EQUAL. THE OWNER OF THE PATENT RIGHT IS LEE,

BY ED16-0516- EM SBR6T-FRP, MANUFACTURED BY EDEN CO.,LTD,

TANK. PACKAGE TYPE TREATMENT TANK IS SUPPLIED

1. THE SEWAGE TREATMENT SYSTEM IS PACKAGE TYPE SEWAGE TREATMENT

3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.

D250D250 D250

D150

D200

D200

53.5

54.5

55.5

SYSTEM

TREATMENT

SEWAGE

S

1APPROX. 21.0 LM. SEE NOTES AND

AND 150MM DIA PVC SEWER PIPE,

CON'C WING WALL

ONE(1) LEACHING WELL,

ONE(1) SEWAGE TREATMENT TANK SYSTEM,

REPLACE SEPTIC TANK W/ NEW

AND 150MM DIA PVC SEWER PIPE.

ONE(1) LEACHING WELL, CON'C WING WALL

ONE(1) SEWAGE TREATMENT TANK SYSTEM,

3. REPLACE SEPTIC TANK W/ NEW

SCALE: 1 / 120

1:120

0 10M7.552.5

M M

W

1-50mm GATE VALVE W/ BOX CONN TO EXIST 50mm DIA WL

STA 0+00 WL "A"

1-CONC THRUST BLOCK

1-50mm X 1/4 BEND

STA 0+3.00 WL "A"

CONNECT TO MECH RM

STA 0+5.90 WL "A"

UTILITY PLAN - 1

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1-CONC THRUST BLOCK

1-80mm x 1/4 BEND

STN. 0+19.00, WL"C"

CONNECT TO MECH RM

STA 0+29.40 WL "C"

C-4

AND SCOPE OF WORK

UTILITY LAYOUT PLAN - 1, NOTES

-9

(NIC)

(NIC)

(NIC)

REF

(NIC)(NIC)

(NIC)

(NIC)

(NIC)

T-11

FNSH FL EL 56.50

-13

1,2

AND 150MM DIA HYDRANT W/ GUARD POST.

150MM DIA TAPPING VALVE W/ BOX

2. REPLACE 150MM DIA PVC WATER LINE,

1-80MM PIV W/ GUARD POST

1-150X80MM REDUCER

1-150MM HYDRANT W/ GUARD POST

1-150MM GATE VALVE W/ BOX

1-150X150X150MM TEE

STN. 0+00.0, WL"C"

STN. 0+87.0, WL"B"

50MM GATE VALVE W/ BOX AND 80MM DIA PIV.

1. REPLACE 50MM/80MM DIA PVC WATER LINE,

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

297038

53.5

T-10

FNSH FL EL 53.503

SIGN

BOARD

D30

D30

D150

D150

D150

D150

D150

D300

D300

D300

D300

D300

D300

CP

D30

D300

D500

D500

D200

D200

D200

D30

CP

D

C

P

D300

D300

D300

D250

CP

D300

D300

CONTAINER BOX

CONTAINER BOX

D100

D100

D100 D100

D100

D100

D100 D100

D100

WP

D200

D200

D200

D300

D100 D100

D30 D30

D30 D30

D150

D150

D30

D400 D600

D100

D250

C O

N C C

O V

E R

E D D

IT

C H

CONC OPEN DITCH

0.3M W CONC DITCH W/ STEEL GRATINGS

D700

CONC CB

INVT EL. -

S

CONC OPEN DITCH

D30

C B

C B

C B

D S

SL "A"SL "A"

CO

N

1-CONC THRUST BLOCK

1-150mm TAPPING VALVE W/ BOX 1-150X150X150mm TAPPING SLEEVE CONN TO EXIST 150mm DIA

STN. 0+00, WL"B"

1-CONC THRUST BLOCK

1-150mm x 1/4 BEND

STN. 0+16.52, WL"B"

SCALE: 1 / 150

1:150

0 10M7.552.5

SEE

TOP SOIL, APPROX. 80.0 SM.

RESTORE SOLID SODDING W/

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

APPROX. 25.0 SM. SEE

RESTORE AC PAVEMENT,

1. RESTORE AC PAVEMENT.

2. RESTORE SOLID SODDING W/ TOP SOIL.

UTLITY LAYOUT PLAN - 2

AND SCOPE OF WORK

UTILITY LAYOUT PLAN - 2

SYSTEM

TREATMENT

SEWAGE

NNSC

C-5

W 150MM

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

E L

E V

A T I O

N

I

M

T E

R S

FFE 56.50

T-11

GRATING DITCH

0.3M W STEEL

CHOE, S M

VERT = 1 / 20

1:100

0 10M7.552.5

1:20

0 2M1.510.5

(TYPE-A)

HIGH LAND WALL

(TYPE-B)

HIGH LAND WALL

AC ROAD AC ROAD

(TYPE-A)

HIGH LAND WALL

(TYPE-B)

HIGH LAND WALL

TREE

MARRONNIER

TREE

MARRONNIER

GRATING DITCH

0.3M W STEEL

GRADING SECTION

GRADING SECTION

297038

SCALE: HORI = 1 / 1006

C-6

PAVEMENT

TRAVERTIN STONE

PAVEMENT

TRAVERTIN STONE

FOOTING DETAIL

SCALE: 1:10

POLYCARBONATE SHEET

200X200, DOUGLAS BRACING

150X50, DOUGLAS BEAM

150X50, DOUGLAS STRUT

150X50, DOUGLAS STRUT

100X50, DOUGLAS PURLIN

100X50, DOUGLAS PURLIN

- SCALE: 1:50

TYP. SECTION

SCALE:

FOUNDATION PLAN

SCALE: 1:50

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

1:50

ROOF PLAN

BROWN COLOR

16mm THK 2-LAYER POLYCARBONATE SHEET

600 @ 10 = 6,000

4-M16 ANCHOR BOLT

STEEL PLATE W/

300X300X7MM THK

STEEL PLATE W CAP

200X200X7MM THK

STEEL PLATE W CAP

100X100X7MM THK

4-M16 ANCHOR BOLT

STEEL PLATE W/

200X200X7MM THK

4-M16 ANCHOR BOLT

STEEL PLATE W/

300X300X7MM THK

COLUMN

200X200, DOUGLAS

STEEL PLATE CAP

200X200X7MM THK

BOLTS AND NUTS

4EA-25mm Dia

WOOD FENCE

15x30x25 Digging

100x100. DOUGLAS

25x50. Douglas

DOUGLAS

100x100.

N38. Nailing N80. Nailing

- SCALE:

6 WOODEN FENCE DETAIL

NONE

CIVIL

C-7

W/ D13@300 O.C E.W

200mm THK CON'C PAD

W/ D13@300 O.C E.W

200mm THK CON'C PAD

BASE COUSE

300mm THK

F

E N

IG

H T

- 7

STAINED DOUGLAS FIR

WOOD COLUMN

200x200

BLDG #11

SYNTHETIC WOOD DECK

BASE COURSE

300MM THK

GALV STL TUBE

-50x50x3.2@300 O.C

@ 1500 OC

L-50x50x5T

STS ANCHOR BOLT

W/ 3/8"X70MM

DOUGLAS BRACING

200X200, DOUGLAS COLUMN

200X200, DOUGLAS STRUT

150X50, DOUGLAS PURLIN

100X50, DOUGLAS BEAM

150X50, WOOD FENCE

BLDG #11

BASE FLASHING

PROTECTED MET

56.40

FL:

DOUGLAS BRACING

200X200, DOUGLAS BEAM

150X50, BASE FLASHING

PROTECTED MET 330

- ALL WOOD MATERIAL SHALL BE PAINTED WITH OIL STAIN.

* NOTE:

600 @ 18 = 6000

0 2

4SEE

M

IN

W/ D13@300 O.C E.W

200mm THK CON'C PAD

(140X26T)

SYNTHETIC WOOD DECK

-50x50x3.2

GALV STL TUBE

@ 300 OC

L-50x50x5T

STS ANCHOR BOLT

W/ 3/8"X70MM

@ 1500 OC

BASE COURSE

300MM THK

- SCALE: NONE

BLDG F.L

WOOD DECK. SECTION

297038

7006200

NNSC

WOODEN DECK W/ ROOF

400x400 400x400

600x400

400x600

400x200 x200 x200

SECTION

SCALE : NONE

A

+0.63

+0.90

HIGHLAND FREE STANDING WALL

CAP BLOCK

GL+0.00

HIGHLAND FREE STANDING WALL

CAP BLOCK(TYPE-A)

(TYPE-B)

VAR

HIGHLAND FREE STANDING WALL

CAP BLOCK

LARGE CAP BLOCK

HIGHLAND COLUMN

GL+900

SCALE : NONE

B

CON'C(THK200x700)

LEVELING MORTAR

GREEN AREA

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

297038

SCALE: 1 / 150

HIGH LAND STANDING WALL

- 8

TRAVERTIN STONE PAVER

SAND, 40MM

BASE COURSE, 40mm

SECTION

SCALE : NONE

A

SCALE : NONE

B

PLAN

TRAVERTIN STONE PAVER

SCALE: NONE

C-8

G.L

OR APPROVED EQUAL.

www.inoblock.co.kr (010-3767-5900)

INOBLOCK CO., LTD.

TRAVERTIN STONE PAVER IS BELOW.

THE INFORMATION OF HIGHLAND AND

* NOTE:

AC ROAD

BLDG #11

TRAVERTIN STONE PAVER

(T80, TRAVERTIN STONE PAVER)

AND TRAVERTIN STONE PAVER

HIGH LAND STANDING WALL

GL+1200

ELEVATION - TYPE "A"

DRAIN EVERY 3.0 LM

OPEN ONE BLOCK FOR

WELL

LEACHING

2' - 0"

M I N

M I N

2'-0"

10' - 0"

POST CENTERED ON ACCESS MANHOLE COVER

AND BLACK LETTERING AND PLATE WELDED TO 1" STEEL PIPE

18"x8"x1/8" THICK STL PLATE, PAINTED WHITE BACK GROUND

MARKER

CONC. BLOCK AND EARTH

PLACED IN SPACE BETWEEN

COARSE AGGREGATE (1•"-2")

BETWEEN BLOCKS

PLACE #8 BARS

CONC. FOOTING

10"x24"

#5 BARS @8" O.C.

LEVEL 4'-0" (MIN)

GROUND WATER

DISTANCE TO

END JOINTS

MORTAR IN

FILL WITH

C O

V E

R I N

G M I

A

R T

H

3-#4 BARS

(1•" - 2")

COARSE AGGREGATE

NOTE

GRAVEL BEFORE SOIL BACKFILL

2" THK LAYER OR STRAW ON TOP OF THE

10' - 0"

ABOUT CENTER LINE

SYMMETRICALCL

HALF PLAN HALF PLAN

"A" "B"

CONCRETE BLOCKS AND EARTH

(1•" - 2•") IN SPACE BETWEEN

PLACE 8" COARSE AGGREGATE

PORTLAND CEMENT MORTAR

AND LAY MASONRY BLOCKS IN

FILL ALL RADIAL (END) JOINTS

OTHER COURSE

WITH SLOTS VERTICAL EVERY

8"x8"x16" CONCRETE BLOCKS

IMPERVIOUS BACK FILL

A

B

#6 ADDITIONAL BARS

GEOTEXTILE SEE SPEC.

2' - 0"

MANHOLE

ACCESS

#6 BARS

BOTHWAY

#6 BARS @6" O.C.

TYP

19" MIN

2' - 8"

2-3/8" DIA. STEEL

LIFT BARS

#3 BARS @6" O.C.

BOTHWAYS

GENERAL NOTES

THE ABSORPTION RATE OF THE BLOCKS SHALL NOT EXCEED 10%.

WITH A MINIMUM COMPRESSIVE STRENGTH OF 700 P.S.I. (AVERAGE GROSS AREA)

ALL HOLLOW BLOCK SHALL CONFORM TO FEDERAL SPECS SS-C-6211.

2.

2" THK STRAW

SECTION

PLAN

DETAIL OF TOP SLAB

PLAN OF MANHOLE COVER

PLAN OF RC SLAB

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

V A

R I A

B L

E

EVERY OTHER COURESE

WITH SLOTS HORIZENTAL

PLACE CONCRETE BLOCKS

OVER FLOW PIPE TO DRAIN

IS BELOW 40 DEGREE F. NO FROZON WORK SHALL BE BUILT UPON.

CONCRETE BLOCKS SHALL NOT BE ERECTED WHEN THE AMBIENT TEMPERATURE

PLACE #8 BARS @ 8" OC

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

CIVIL

SCALE: NONE

LEACHING WELL

LEACHING WELL

C-9

297038

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

CHOE, S M.

CIVIL

AS SHOWN

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

F

BEARIN

G B

AR

10 SQ CROSS BAR

TWISTED

TYP

NOTES:

1. 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).

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

1B

STEEL GRATINGS

CONC DITCH W/ STEEL GRATINGS

NOT TO SCALE

D13 @ 300mm OC EW

D13 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

1A

SECTION

STEEL GRATING SCHEDULE

H B C D ANGLE BARTRENCH WIDTH

55 357 150 L55x55x6

V A

R D

150 D TRENCH WIDTH D 150

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

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

10 10

CONC 21 MPa

@ 100 O.C.

WELD TO FLAT BAR

GALV D10 CROSS BAR

FIN GRADE

(SEE PROFILE

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

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 :

100 100

10 10

100 100

V A

R I

E S

150 150700

SCALE: NONE

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

70x10 @ 50 O.C.

FLAT BAR (GALV)

GRATING FRAME

70x10 FLAT BAR

GALVANIZED

70x10 @ 50 O.C.

FLAT BAR (GALV)

@ 600 O.C. MAX

BAR WELD TO ANGLE

W/10 0x125 L ANCHOR

L70x50x6 (GALV)

MISC. DETAILS - 1

297038

NNSC

C-10

SCALE: NONE

SOLID SODDING

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONE

GRANITE CURB

- 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

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

R

P

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

LEGEND OF SYMBOLS;

PLANT Q'TY

1. PLANTS

10 - P. Y. (1)

PLANT SCHEDULE NO.

BOTANICAL NAME

BREAST (B) : (CM)

2. HEIGHT (H) : (M)

PLANT SCHEDULE;

NO

1.

SYMBOL

P. Y.

BOTANICAL NAME

PRUNUS YEDOENSIS

COMMON NAME

CHERRY BLOSSOM TREE

SIZE

4.0X 12 H B

TOTAL

15 GAUGE WIRE

STRAW ROPE

VARIES

TREE ROOT BALL

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

10 EA

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

AESCULUS HIIPPOCASTANUM2. 4.5X 18

H R

30 EAP. Y. MARRONNIER

TREE PLANTING DETAIL

GATE

SCALE: NONE

SCALE: NONE

MISC. DETAILS - 2

C-11

TEL: (010-8019-0405) OR APPROVED EQUAL.

ARA GATE. CO., LTD.

COORDINATE WITH COR AND USER.

THE INFORMATION OF GATE IS BELOW.

* NOTE:

297038

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

MISC. DETAILS - 3

C-12

V A

R I

E S

S

P

A N

GROUND LINE

CONC. COLLAR

C.I. COVER

MARKED "WATER"

150 150

D10 REBAR

TIE RODS 2 EA.

CONCRETE NON-TRAFFIC

VALVE BOX WITH

CONC. OR PVC (C-900)

EXTENSION

BRICKS OR CONCRETE

BLOCKS (100x150)

GATE VALVE (WITH BELL

ENDS SHOWN)

CONC.BASE WIDE

WATER

MAIN

SCALE: NONE

GATE VALVE W/ VALVE BOX2

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

SCALE: NONE

TYPICAL TRENCH SECTION4

SCALE: NONE

EXTENSION

ROD

FIRE WATER

SUPPLY LINE

(DUCTILE OR

CAST IRON PIPE)

SEE PLANS FOR

SIZE

CONC

21 MPa

400 SQ

CONC COLLAR

150 THK

STL PLATE

W/WELDED CAP

OPEN

SLEEVE

COUPLING

PADLOCK

CAP HANDLE

VALVE

FINISH

GRADE

/300 0

CONC FOOTING

(TYP)

2-D10

REBAR

CONCRETE

BASE

GUARD POST 100

GALVANIZED STEEL

PIPE PAINTED

BROWN (4 EA)

50 GALVANIZED

STEEL PIPE PAINTED

BROWN (3 EA)

INDICATOR POST

PAINTED COLORED

BROWN

V A

R I

E S

SQ

POST INDICATOR VALVE W/ GUARD POSTS

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE-1

297038

PUMPER CONNECTION113mm

DRAIN TRAFFIC MODEL

FREE DRAINING BROKEN

STONE OR GRAVEL 21 CUBIC cm

(GUARD POST NOT SHOWN)

375 SQ CONCRETE COLLAR

CONCRETE THRUST BLOCK

DRY BARREL WITH AUTOMATIC

FIRE HYDRANT

FACING STREET

P A

V E

D

R

O A

D W

A Y

NO. C0403

SEE DWG.

NO. C0408

THRUST BLOCK

SEE DWG.

GATE VALVE

WATER MAIN

TEE

PLAN

SHOULDER

1,200

B

W/CONCRETE COLLAR

SEE DWG. NO. C0403

VALVE BOX

1,800 MIN. TO 2,100 MAX.

C.I. OR

W

D.I. PIPE

VAVE BOX

SEE DWG.

NO. C0403

TEE

GATE VALVE

NO. C0403

SEE DWG.

THRUST BLOCK

19mm STEEL TIE ROD

A

ELEVATION

,0

SEE PLAN

VARIES

,2

0 5

M

IN

,0

GUARD POSTS

CONCRETE THRUST BLOCK

AUTOMATIC DRAIN HOLE

GUARD POST

1,800 MIN. TO 2,100 MAX.

EDGE OR PAVING OR FACE

OF CURB TO FIRE HYDRANT

63mm HOSE CONNECTION

FIRE HYDRANT GUARD POST

ARE TO BE VERIFIED

FOR AIR FORCE PROJECTS HYDRANT

AND GUARD POST PAINTING REQUIREMENT

NOT TO SCALE

B

NOTE:

CONCRETE BASE

FIRE HYDRANT

WELDED CAP

50 GALVANIZED STEEL PIPE

STEEL PIPE

100mm GALVANIZED

PAINTED YELLOW

GUARD POST

PLAN

CONNECTION

63mm HOSE

113mm

FIRE HYDRANT

PUMPER

CONNECTION

375 SQ

CONCRETE COLLAR

SECTION

,2

X

M

IN

A P

P R

O X

NOT TO SCALE

RESTRICTIVE FIRE HYDRANT INSTALLATION

A

THRUST BLOCK

WATER MAIN

W

HERE

PRACTI

CAL

STEEL PLATE

6mm THICKNESS

EDGE OF PAVING OR FACE CURB

2, M

IN

WATER MAINW

GATE VALVE

,8

T O

,1

X

TOP HYDRANT

25mm LOWER THAN

BRANCH PIPE

TO BE

BOTTOM OF

GUARD POST

100 GALVANIZED

GUARD POST

FIN. 4EA

STEEL PIPE

PAINTED YELLOW

GROUND LINE

FIN. 3EA

YELLOW PAINTED

CONNECTION

CONNECTION

63mm

113mm

HOSE

PUMPER

E D

G E

O

F

P

A V

IN

G

O

R

F

A C

E

O

F

C

U R

B

STEEL PIPE

50mm GALVANIZED

GUARD POST IF SHOWN ON PLAN

THRUST BLOCK

SEE DWG.

NO. C0408

WATER LINE FIRE HYDRANT

TO FACE ROADWAY

PUMPER CONNECTION113mm

SEE DWG NO. C0402

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

CIVIL

AS SHOWN

SEE

SEE NOTE

* NOTE: THE HYDRANT SHALL BE RAISED UP TO KEEP MORE THAN MIN. 450MM CLEARENCE.

NOT TO SCALE

NOT TO SCALE

TYPICAL FIRE HYDRANT GUARD POST2

STANDARD FIRE HYDRANT INSTALLATION

C-13 297038

MISC. DETAILS - 4

NOT TO SCALE

WINGWALLS - SECTION

FOR HEADWALLS LARGER THAN

WALL THICKNESS

PROVIDE 2-D19 BARS

SPACED AT 1/3 POINTS OF

DIA. SEE PLAN

CULVERT - FOR

WINGWALLS

B

C

S E

E

P

L A

N

SEE PLAN

SCOUR

APRON

MASONRY

P

IP

E STONE

D

IA

175 kgf/cm CONC.

CONCRETE HEADWALL

WALL THICKNESS

PROVIDE 2-D19 BARS

SPACED AT 1/3 POINTS OF

FINISHED GRADE

A

450 TO 1,200

CULVERT 1

P L A N

25mm CHAMFER BOTH SIDES

SEE PLAN

WINGWALLS

(MIN.)1.5

WALL THICKNESS BEND INTO

HEADWALL 375 MIN.

PROVIDE 2-D19 BARS

SPACED AT 1/3 POINTS OF

FINISHED GRADE

VARIES

MIN.

SCOUR APRON

GROUTED STONE

V A

R

IE

S 0M

IN

B

1,2m, SEE PLAN

NOTE :

S E C T I O N

VARIES

C

MIN

BOTTOM OF DRAINAGE CHNAL

MIN

M

IN

V A

R

IE

S

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

CIVIL

AS SHOWN

NOT TO SCALE

C-14 297038

MISC. DETAILS - 5

CONCRETE HEADWALL W/WINGS1