A02_Drawing_files___58481___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-450

58481

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-450

58481

- 6

- 5

- 4

RESTORE SOLID SODDING

W/ TOP SOIL, APPROX. 360.0 SM.

SEE

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCHEDULE #2 (CONSTRUCT/ALTERATION)

5. RESTORE SOLID SODDING W/ TOP SOIL.

- 6

INSTALL 150mm DIA PVC WATER LINE W/ PIV

AND GUARD POST, APPROX. 45.0 LM

SEE CIVIL STD DWG. C-0404~0415 &

- 5

REPLACE 100mm DIA PVC WATER LINE W/

GATE VLAVE, APPROX. 45.0 LM

SEE CIVIL STD DWG. C-0404~0415 &

REPLACE 1.8M W CON’C STEP

W/ HANDRAIL, APPROX. 13.0 LM.

SEE

1. REPLACE 100mm DIA PVC WATER LINE W/

GATE VLAVE.

6. RESTORE AC PAVEMENT

- 5

N

CC

DDDSSSS

BLDG #450

S-454

S-442

S-134

S-446

S-444

T R

A S

H

B

IN

AC

UNIT

SS

W

150MM

OPEN

SHED

C B

S

S-488

BIKE

SHED

CON’C OPEN DITCH

CON’C RETAIN

IN

G W

ALL

EXST STEEL GRATING DITCH

A C

L I M

I T

L I N

E

A C

L I M

I T

L I N

E

CHAIN

LIN

K FENCE

AC ROAD

AC ROAD

TURF AREA

TURF AREA

TURF AREA

TURF AREA

S-452

.5

7@3.0=21.0M

.5

2.8

T /F

STEEL GRATING DITCH

.0

REPLACE CON’C CURB,

APPROX. 135.0 LM.

SEE

- 6

REPLACE AC PAVEMENT,

APPROX. 1,230.0 SM.

SEE - 6

INSTALL CON’C WHEEL STOP,

APPROX. 20 EA. SEE

- 6

REPLACE 1.8M W SIDEWALK,

APPROX. 155.0 SM. SEE

REPLACE 0.7M W BROKEN STEEL

GRATING COVER W/ NEW,

APPROX. 10 EA. SEE

- 6

REPLACE 1.5M W SIDEWALK,

APPROX. 35.0 SM. SEE

- 6

REPLACE CON’C CURB,

APPROX. 140.0 LM.

SEE

- 6

S

- 4

REPLACE AC PAVEMENT,

APPROX. 665.0 SM.

SEE

UPGRADE DRAINAGE SYSTEM W/

300MM DIA RCP, APPROX. 78.0 LM.

AND SEVEN(7) SURFACE INLET

AND 0.3M W STEEL GRATING DITCH,

APPROX. 1.0 LM. SEE

7. REPLACE SIDEWALK.

3. REPLACE CON’C STEP W/ HANDRAIL.

4. REPLACE CON’C CURB.

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

2. UPGRADE DRAINAGE SYSTEM W/ 300MM DIA

RCP AND SEVEN(7) SURFACE INLET AND 0.3M

W STEEL GRATING DITCH.

8. REPLACE 0.7M W BROKEN STEEL GRATING

COVER W/ NEW.

3. INSTALL CON’C WHEEL STOP.

2. CONSTRUCT BIKE SHED(3.6 x 8.0M).

CONSTRUCT BIKE SHED(3.6 x 8.0M).

SEE SHEET C-3.

2,3

1,3

1,2

- 3

-17

- 3

- 3

- 3

- 3

- 3

- 3

- 3

- 3

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

BICYCLE RACK

SEE

76.3 O X 4.0 O THK

STEEL PIPE COL.

(TYP. OFC)

2-D13 ADD’L

BARS AS SHOWN

(TYP. OF 6EA)

L L

C OF PIPE

60.5 O X 4.0 O GALV

STEEL PIPE FNSH

C OF PIPE

NFSM

FNSH

GL.

4-D10(L=90) ADD’L

BAR AS SHOWN

(TYP. OF 2EA)

TOP OF

PIPE

10mm THK.

EXPANSION JOINT

W/SEALANT

COMPACTED

150mm THK.

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)

BICYCLE RACK 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

BICYCLE RACK DETAIL

SCALE: 1:10

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

10 CLR

300 (M

IN)

2400800 800

12001200

600 600

600600

125(T Y

P

200 150150

600 600

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

REPAIR BUILDING NO. S-450

58481

3400 3400

3400 3400

BIKE SHED DETAIL

SLPSLP

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

CEMENT FILLER

D13 @ 200

OC, EW

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

WIDTHD D

D

GRATING

WIDTH

D T

R E

N C

H

W

ID

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

IE

S

P R

O F

IL

E

S E C T I O N 1D

B

STEEL GRATINGS

TYP

1E

STEEL GRATING SCHEDULE

H

B C

D

ANGLE BAR

L55x55x6

TRENCH 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).

V A

R

CON’C DITCH W/ STEEL GRATING1

- 4

SCALE: NONE

CIVIL

C-4

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

MISC. DETAILS - 1

SHALLOW SURFACE INLET - PLAN

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

S E C T I O N

D E T A I L

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

T L E T

P

IP

E

1,000

V A

R

IE

S

D E T A I L

SEE

DETAIL

D13 @ 200

O.C. E.W.

D13 @ 200

O.C. E.W.

FLAT BAR (GALV)

50x10 @ 50 O.C.

10 10

CONC 21 MPa

GALVANIZED

50x10 FLAT BAR

GRATING FRAME

FLAT BAR (GALV)

50x10 @ 50 O.C.

L50x50x6 (GALV)

W/10 0x125 L ANCHOR

BAR WELD TO ANGLE

@ 600 O.C. MAX

GALV D10 CROSS BAR

WELD TO FLAT BAR

@ 100 O.C.

FIN GRADE

S

E E

P R

O F

I L

E

D10 CROSS BAR

GRATING SHALL

BE PLACED SO

CROSS BARS ARE

PERPENDICULAR

TO DIRECTION OF

PRINCIPAL INFLOWS

DRAIN PIPE

SEE PLAN

DRAIN PIPE

SEE PLAN

NOTES :

1. ALL EXPOSED STEEL MEMBERS SHALL BE

GALVANIZED.

2. GRATING SHALL BE GALVANIZED AFTER

FABRICATION.

3. INSTALL GALV. STEEL LADDER ONLY WHEN

DEPTH FROM TOP TO COVER TO INVERT

EXCEEDS 1.20 METERS.

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

GREATER THAN OR EQUAL TO 1.0M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN 1.0 M.

100 100

10 10

100 100

V A

R

IE

S

150 150

C

- 4

SCALE: NONE

SURFACE INLET

2A

2B

2C

2D

POV

REPAIR BUILDING NO. S-450

58481

300/600

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 SECTION3

- 5

SCALE: NONE

- 5

SCALE: NONE

V A

R

IE

S

S E

E P

L 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

- 5

SCALE: NONE

GATE VALVE W/ VALVE BOX

COMPACTED BASE COURSE (NFSM)

MAX. 2,100 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

- 5

SCALE: NONE

CON’C STEP W/ HANDRAIL

38mm%%C STEEL PIPE

EPOXY CAULKING

63mm%%C STAINLESS STL. SLEEVE

POST DETAIL

2A 2B

2A

2B

STOOP

DRILL & GROUT DOWEL

25mm DIA X 400mmL

@ 300 OC

1,200

13mm JOINT FILLER

W/ SEALANT

,2

M A

X

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

IE

S

CIVIL

C-5

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

REPAIR BUILDING NO. S-450

58481

SQ

POST INDICATOR VALVE W/ GUARD POSTS

MISC. DETAILS - 2

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

SCALE: NONE

SOLID SODDING

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

SCALE: NONE

SIDEWALK

CIVIL

C-6

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

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SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

EXISTING

PAVEMENT

75MM THK ASPHALTIC CONCRETE

REPAIR BUILDING NO. S-450

58481

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

MISC. DETAILS - 3

AC PAVED

PARKING AREA

SQ

2-D10 BARS /

SQ

2-D10 BARS/25 0 HOLES

(TYP FOR 2)

2B S E C T I O N

19 0 STL SPIKE

L=450

2A2B

2A S E C T I O N

EDGE OF

PAVEMENT

C-502 C-502

D10 BARS

@ 200 O.C.

D10 BARS

@ 200 O.C.

CONC CURB

25 75

0 1

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

NOTE ;

"C"

C

R R

15025

10 THICK EXPANSION

JOINT W/ SEALER

SCALE: NONE

CON’C CURB

AC PAVEMENT

1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.

INTERVALS (MATCH SIDEWALK)

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT

SECTION MINUS 300.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE

21 MPa AT 28 DAYS.

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SCALE: NONE

WHEEL STOP

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