Drawing files _ 243526 _ 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 :

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

LOCATION PLAN

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

12 CM

ST

ST

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

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

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

S T

R C

T

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

O

U R

T

T E

N N I

U R

T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

LOCATION PLAN AND GENERAL NOTES

REPAIR BARRACKS S-827

243526

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

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1. REPLACE SIDEWALK.

CAMP CASEY

SCALE: 1 / 200

1:200

0 8M642

C-2

SITE LAYOUT PLAN AND SCOPE OF WORK

3. REPLACE AC SURFACE COURSE.

N

HH

HH

D

SSSS

D DD

DDD

S-827

BIKE SHED

T/R

W 200MM

S

S

S

CON'C OPEN DITCH

1.2

1.2

1.8

- 5

G A

S

GAS

SEE

APPROX. 265.0 SM.

REPLACE SIDEWALK,

GAS

GAS

S

TRASH BIN

12 @ 3M O.C = 36.0MW 150MM

APPROX. 1,000.0 SM. SEE

REPLACE AC SURFACE COURSE,

APPROX. 2.0 LM. SEE

STEP W/ HANDRAIL,

REPLACE 1.2M W CON'C

3APPROX. 2.0 LM. SEE

STEP W/ HANDRAIL,

REPLACE 2.6M W CON'C

PARKING LINE, APPROX. 59.0 LM

PAINT 150MM THK REFLECTIVE WHITE

APPROX. 660.0 SM. SEE

RESTORE SOLID SODDING W/ TOP SOIL,

START POINT

GRANITE CURB

END POINT

GRANITE CURB

APPROX. 263.0 LM. SEE

REPLACE CON'C CURB W/ GRANITE CURB,

SEE MECH. DWG

REPLACE W/ MECHENICAL CON'C PAD.

REMOVE FUEL TANK DIKE AND

2. REPLACE CON'C STEPS W/ HANDRAIL.

PARKING LINE.

4. PAINT 150MM THK REFLECTIVE WHITE

5. REPLACE CON'C CURB W/ GRANITE CURB.

6. REPLACE BARBEQUE KITCHENETTE W/ SHED.

8. REMOVE FUEL TANK DIKE.

9. RESTORE SOLID SODDING W/ TOP SOIL.

REPAIR BARRACKS S-827

243526

4 4

SEE SHEET NO C-3 &

REPLACE BARBEQUE KITCHENETTE W/ SHED

R 1

R

R

R

R

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

20 - P. Y. (1)

REPAIR BY REPLACEMENT OF CHERRY BLOSSOM TREE.

SUBMIT THE CERTIFICATE BY TREE APPRAISER.

BLOSSOM TREE.

7. REPAIR BY REPLACEMENT OF 20EA CHERRY

2000mm100001000

1:50

400mm2000200

GRAPHIC SCALE

1:10

BEAM

-200X80X7.5X11

PURLINS

-150X50X20X3.2

@900 O.C

PROTECTED METAL

ROOFING

SAW JOINT

6 WIDE X25 DEEP

76.3 O X 4.0 O THK

STEEL PIPE COL.

(TYP. OFC)

2-D13 ADD'L

BARS AS SHOWN

(TYP. OF 6EA)

76.3X4.0 STEEL

PIPE COLUMN

100mm THK.

CONC SLAB

P 6X100X100

BASE PLATE

150mm THK.

NFSM

4-D19 VERT. BARS

D10 TIES

@200 O.C 4-D13 HORIZ BARS

EACH WAY

150mm THK.

NFSM

10mm THK

EXPANSION JOINT

W/ SEALANT

S L

O P

E

M

IN

L

BAR TO

PURLIN

M12 MB @1000 OC

BAR

6x75x150

PURLINS

PROTECTED METAL

FLASHING

-200x75x25x3.2

PREDRILL AND FASTEN

TO CHANNEL W/6 dia.

SELF-TAPPING MACHINE SCREW

BEAM

-200X80X7.5X11

BAR 9x80x210 W/

2-M16 HIGH STRENGTH BOLTS4

PROTECTED METAL

RIDGE CAP FLASHING

CLOSURE STRIP

(OUTSIDE)

PROTECTED

METAL ROOFING

PURLINS

2-M/16 MB

TO PURLIN

-150X75X6.5X10

-150X75X6.5X10

-150X75X6.5X10

FILLET WELDED TO BEAM

FOR MOMENT CONNECTION

BETWEEN ROOF BEAMS

-200X80X12X7.5

M

IN

100 THK

CONC SLAB

(150 X 150

- 4.0 dia. x

4.0 dia. WWF)

PAINT ON

STEEL PIPE COLUMN

CONC FOOTING

SEE

FINISH GL

SEE DET

FOOTING DETAIL

SCALE: 1:10

ROOF FRAMING PLAN

SCALE: 1:50

FOUNDATION PLAN

SCALE: 1:50

SCALE: NTS

ROOF(EAVE & RIDGE CAP) DETAIL

DIA. 100X4.0 STEEL TUBE

COMPACTED

150 THK NFSM

PROTECTED

METAL ROOFING

PURLINS

-150X75X6.5X10

TYP. SECTION

SCALE: AS SHOWN

CLR

(M

IN)

2400800 800

12001200

600 600

4100 600600

200 150150

600 600

8 4

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

CHOE, S M.

CIVIL

AS SHOWN

C-3

PLAN, SECTION AND DETAILS

BARBEQUE KITCHENETTE SHED

REPAIR BARRACKS S-827

243526

KITCHENETTE

BARBEQUE

KITCHENETTE

BARBEQUE

SCALE: NONE

CON'C STEP W/ HANDRAIL

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

COMPACTED BASE COURSE (NFSM)

MAX.

2,1

TYP

RISER

SEE TABLE

ABRASIVE AGGREGATE FINISH

HEAD CLEARANCE-"Y"

OF STEPS UNLESS OTHERWISE NOTED ON PLANS

HANDRAILS TO BE INSTALLED BOTH SIDES

WELLED ALL CONNECTION

SEE TABLE ON

DWG. NO. C0104

38mm STD. STEEL PIPE

,2

M A

X

SIDEWALK

BY CONTRACTING OFFICER TO CONFORM

PAINT HANDRAIL-COLOR TO BE CHOSEN

4 BARS @150 O.C.

13R

SEE DETAIL

4 BARS @300 O.C.

SEE DETAIL

SAFETY NOSING W/

CONC. STAIR

ABRASIVE SURFACE

ANCHOR PER

MFR STD.

SAFETY NOSING DETAILS

13 R

R

IS

E R 2

TREAD

EPOXY CAULKING

POST DETAIL

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

,2

M A

X

CAMP CASEY

C

EXISTING SUBGRADE

TACK COAT

EXISTING BASE COURSE

VARIES

TO REMAIN

TO REMAIN

NOT TO SCALE-

EXISTING PCC PAVEMENT

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

SCALE: NONE

SIDEWALK

3A 3B

3A

2B

MILLING & OVERLAY

MISC. DETAILS - 1

REPAIR BARRACKS S-827

243526

AC PAVEMENT

50MM THK

C-4

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

A

R

P

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

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

SCALE: NONE

GRANITE CURB

CHOE, S M.

CIVIL

AS SHOWN

CAMP CASEY

SCALE: NONE

SOLID SODDING

MISC. DETAILS - 2

W/16D.STEEL BARS

GRIDIRON

W/16D.STEEL BARS

GRIDIRON

FINISH

RED BRICK

FIRE-CLAY MORTAR

RED BRICK W/

W/ HINGE AND LATCH

METAL DOOR(450X450)

FIRE-CLAY MORTAR

RED BRICK W/

FRONT ELEVATION

SIDE ELEVATION

PLAN

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

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

4.5X 15 H B

TOTAL

20 EA

15 GAUGE WIRE

STRAW ROPE

VARIES

TREE ROOT BALL

NOT TO SCALE

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

TREE PLANTING DETAIL

SAMPLE PICTURE

600200 400 600 200

BARBEQUE KITCHENETTE

SCALE: NONE

1A

1B

1C

5 5

REPAIR BARRACKS S-827

243526

C-5