320257_DWG_CIVIL.pdf

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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

GENERAL NOTES :

LOCATION PLAN

THIS PROJECT

S-4130

CIVIL

LOCATION PLAN AND GENERAL NOTES

C-1

N

COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND CARPET SODDED.

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

A CLEAN CONDITION ACCEPTABLE TO THE COR.

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

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

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

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION 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

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS SHALL BE UTILIZED

OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

EXISTING SITE CONDITIONS PRIOR TO START OF WORK.

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

CAMP HOVEY

INSTALLATION TENT

PAK, CS

320257

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 = 1 : 2502

CIVIL

C-2

N

SCOPE OF WORK

MOVABLE TOILET.

1. CONNECT 150MM PVC SEWER LINE TO NEW

MOVABLE TOILET USING 50MM TAPPING SADDLE.

2. CONNECT 50MM PVC WATRE LINE TO NEW

APPROX. 9.0 LM

CONNECT 150MM PVC SEWER LINE TO NEW MOVABLE TOILET,

TENT INSTALLATION AREA

MOVABLE TOILET INSTALLATION AREA

SITE LAYOUT PLAN AND UTILITY PLAN

AND SCOPE OF WORK

SITE LAYOUT PLAN, UTILITY PLAN

SCHEDULE #1 (CONSTRUCT/ALTERATION)

CAMP HOVEY

INSTALLATION TENT

PAK, CS

320257

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D

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C P

G W

C P

C P

S 200PVC

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0PVC

D 450CP

C P

C P

S P

P P

AC PAVED ROAD

N

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S-3902

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C B

C B

C B

C B

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CON'C PAD

W 200PVC

S-4158

DINING FACILITY

S S

P V

C

W/ TOP SOIL, APPROX. 30.0 SM

RESTORE SOLID SODDING

APPROX. 20.0 SM

CONSTRUCT SIDEWALK,

APPROX. 6.0 LM

EXST 200MM DIA WATER LINE,

USING 50MM TAPPING SADDLE ON

TO NEW MOVABLE TOILET

CONNECT 50MM PVC WATRE LINE

APPROX. 2.0 LM

RESTORE GRANITE CURB,

3. CONSTRUCT SIDEWALK.

4. RESTORE GRANITE CURB.

5. RESTORE AC PAVEMENT.

6. RESTORE SOLID SODDING W/ TOP SOIL.

APPROX. 5.0 SM

RESTORE AC PAVEMENT,

COPPER TUBING GOOSENECK

COMPRESSION JOINT

CORPORATION STOP

TAPPING SADDLE BAND

DOUBLE STRAP

(200mm PIPE & LARGER)

PVC, D.I. OR C.I. PIPE

WATER MAIN

COPPER TUBING

COPPER TUBING

COMPRESSION JOINT

SINGLE BOLT & NUT (SHOWN)

TAPPING SADDLE WITH

NEOPRENE GASKET

TAPPING SADDLE BAND

SINGLE STRAP

(200mm PIPE & SMALLER)

- SCALE: NONE

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

TYPICAL AC PAVEMENT SECTION AC PAVEMENT JOINT (NEW TO EXST)

1A 1B

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

AC PAVEMENT

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

A C

O R

P C

C P

A V

E M

E N

T

S E

C T

IO

N

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

1A S E C T I O N

1B

EXPANSION JOINT

1C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

GRANITE CURB

SCALE: NONE

SCALE: NONE

SCALE: NONE

SCALE: NONE

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONESCALE: NONE

CARPET SODDING

CONCRETE SIDEWALK

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

TAPPING SADDLE WITH COPPER SERVICE - 19mm TO 50mm

CIVIL

C-3

CAMP HOVEY

INSTALLATION TENT

PAK, CS

320257

MISC. DETAILS