A21_Drawing_files___110884.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

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SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

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

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

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

ENVIRONMENT

FORCE PROTECTION

CHOE, S M.

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 2

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE BRIDGE

AND AC PAVEMENT

FEWR NO. 110884

CAMP SWISS-SWEDE

INDEX PLAN AND SCOPE OF WORK

MISC. DETAILS

C - 1

C - 2

C - 3

C - 4

AS SHOWN

CIVIL

CAMP SWISS-SWEDE

110884

INDEX PLAN AND SCOPE OF WORK

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE

BRIDGE AND AC PAVEMENT

AS SHOWN

C-1

SCOPE OF WORK

CHOE, S M.

CIVIL

- 1

1:1500

0 80M604020

SCHEDULE #1 (REPAIR/MAINTENANCE)

CAMP SWISS-SWEDE

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

110884

T

SHED

PATIO

B U

N K

E R

B A

D M

IN

T

O N

C O

U R

T

A C

C

BELL TOWER

FLAGPOLE

W A

L L

W A

L L

WALL

WALL

W A

LL

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

N

W A

L L

W A

L L

DMH

T-1022

K P

A

K P

A

K P

A K

P A

T -1

K P

A

PEA

C

E H

O U

SE

S

- 4

HELI PAD

MINE FILED

CONCRETE

(N

O

RTH

K O

REA

N

CO

N

STRU

CTIO

N

S

MINE FIELD

U N C S-43

GUARD

HOUSE

CP#4

N O

R T

H K

O R

E A

D E

M A

R C

A T

IO

N

S O

U T

H K

O R

E A

B R

ID

G

E O

F

N O

R E

T U

R N

S -5S

-6

S-1005

T -2

T -3

T-47

CHECK POINT #3

F R E E D

O M

H O

U S E

3-25KVA

K

PA

TENNIS COURT

M

IL

IT

A

RY

D

EM

A

RCA

TIO

N L

IN

E

1. REPLACE 1.2M W SIDEWALK W/ NEW.

3. REPLACE CON’C CURB W/ NEW.

4. PAINT EXST WOODEN BRIDGE W/ SAME COLOR AS EXIST.

5. MILL/OVERLAY EXST DETERIORATED AC ROAD SURFACE.

6. PAINT REFLECTIVE WHITE 150MM W ROAD EDGE LINE.

SCALE: 1 / 1500

INDEX PLAN

C-2

C-3

INDEX PLAN AND SCOPE OF WORK

BLUE BRIDGE

2. REPLACE 1.4M W CON’C STEP W/ HANDRAIL.

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE

BRIDGE AND AC PAVEMENT

NORTH KOREA

SOUTH KOREA

C-2

CHOE, S M.

CIVIL

- 2

SCALE: 1 / 500

1:500

0 40M302010

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

HELI PAD

S -5S

-6

S-1005

T -3

K

PA

NORTH KOREASOUTH KOREA

GRADE LIM

IT LINE

REPLACE 1.2M W SIDEWALK,

APPROX. 185.0 SM.

N

PAINT 1.2 M W WOODEN BRIDGE

W/ SAME COLOR AS EXIST,

APPROX. 69.0 LM

BLUE BRIDGE

REPLACE 1.4M W CON’C STEP W/ HANDRAIL,

APPROX. 35.0 LM

REPLACE CON’C CURB,

APPROX. 60.0 LM

BLUE BRIDGE

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 1

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE

BRIDGE AND AC PAVEMENT

CAMP SWISS-SWEDE

110884

C-3

CHOE, S M.

CIVIL

- 3

SCALE: 1 / 800

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

REPLACE 1.2M W SIDEWALK,

APPROX. 20.0 SM.

N

SITE LAYOUT PLAN - 2

SITE LAYOUT PLAN - 2

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE

BRIDGE AND AC PAVEMENT

CAMP SWISS-SWEDE

110884

T

SHED

PATIO

B U

N K

E R

B A

D M

IN

T

O N

C O

U R

T

A C

C

BELL TOWER

FLAGPOLE

W A

L L

W A

L L

WALL

WALL

W A

LL

WALL

PLANTER

W A

L L

W A

L L

W A

L

LW

A L

L

WALL

W A

L L

WALL

WALL

WALL

W A

L L

W A

L L

W A

L L

W A

L L

DMH

TENNIS COURT

1:800

0 40M302010

MILL/OVERLAY EXST DETERIORATED AC SURFACE

(MILLING - 38mm THK, OVERLAY - 50mm THK)

APPROX. 6,500 SM

AND PAINT REFLECTIVE WHITE 150MM W ROAD EDGE LINE,

APPROX. 300.0 SM

SEE STD DWG NO. C-2123 & 2127

SCALE: NONE

SIDEWALK

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

- 4

SCALE: NONE

CON’C STEP W/ HANDRAIL

CIVIL

C-4

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

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

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.

- 4

- 4

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

38mm%%C STEEL PIPE

EPOXY CAULKING

63mm%%C STAINLESS STL. SLEEVE

POST DETAIL

STOOP

DRILL & GROUT DOWEL

25mm DIA X 400mmL

@ 300 OC

1,200

13mm JOINT FILLER

W/ SEALANT

,2

M A

X

REPAIR SIDEWALK/STEPS BETWEEN THE BLUE

BRIDGE AND AC PAVEMENT

CAMP SWISS-SWEDE

110884

MISC. DETAILS

3A 3B

3A

3B