H1_Drawing_files___185600___CIVIL.PDF

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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

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

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

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

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

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?

185600

BUILDING S-81, CP CASEY

BUILDING TRANSMITTERS AND REPAIR

REPLACE FIRE ALARM SYSTEM/INSTALL

CIVIL

C-2

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

- 2

SCALE: 1 / 150

SITE LAYOUT PLAN

1:150

0 20M15105

N

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SITE LAYOUT PLAN AND SCOPE OF WORK

C H

A

IN

L

IN

K P

E R

IM

E T E R F

E N

C E

S

S-82

S-80

F/T

F/T

W

M M

E.P

E.P S

BLDG #81

W

D

TURF AREA

AC AREA

AC ROAD

A

R

A D

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

APPROX. 1.50 LM. SEE

STEP W/ HANDRAIL,

REPLACE 2.3M W CON'C

APPROX. 42.0 LM. SEE

0.7M W STEEL GRATING DITCH,

REPLACE STONE DITCH W/

APPROX. 37.0 LM. SEE

0.4M W STEEL GRATING DITCH,

REPLACE STONE DITCH W/

SCHEDULE #2 (CONSTRUCT/ALTERATION)

SEE

W/ TOP SOIL, APPROX. 125.0 SM.

RESTORE SOLID SODDING

DITCH.

1. REPLACE STONE DITCH W/ STEEL GRATING

2. REPLACE 2.3M W CON'C STEP W/ HANDRAIL.

3. RESTORE SOLID SODDING W/ TOP SOIL.

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

SEEAPPROX. 13.0 LM

INSTALL 150mm DIA PVC WATER LINE W/ PIV, 1,2,3

185600

BUILDING S-81, CP CASEY

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 I

D 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 I

E S

P R

O F I

L E

S E C T I O N 1D

PITCH OF

CROSS BAR

H

BEARING BAR

C

P

ITCH OF

BEARING B

AR

H

BEARING B

AR

B

GRATING WIDTH

10 SQ CROSS BAR

TWISTED

STEEL GRATINGS

GRATING L

ENGTH

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

SCALE: NONE

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

SCALE: NONE

CON'C STEP W/ HANDRAIL

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

2A 2B

2A

2B

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

,2

M A

X

SEE NOTE

SEE

DETAIL

1C

GRATING

WIDTH

500150250300

D13 @ 300 O.C

D13 @ 150 O.C

D13 @ 300 O.C

D13 @ 300 O.C

D13 @ 300 O.C

V A

R

400/700

WIDTH

V A

R

NOTE:IN CASE GROUND LEVEL IS UNEVEN.

C-3

MISC. DETAILS - 1

185600

BUILDING S-81, CP CASEY

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

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

- 4

SCALE: NONE

SOLID SODDING

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

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

TYPICAL TRENCH SECTION3

- 4

SCALE: NONE

MISC. DETAILS - 2

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

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

185600

BUILDING S-81, CP CASEY