H1 Drawing files _ 245448 _ Civil.pdf

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B U

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BUNKER

BUNKER

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IR

IN

G R

A N

G E

KIT-1

N 13,779,317.36 E 985,302.48

ELEV. 134.87

24123

T

BUS STOP

BUNKER

W A

L L

LIFT

STATION

ROOM

BOILER

BUNKER

W A

L L

W A

L L

W A

L L

W A

L L

WATERTANK

WATER

TANK

WALL

WALL W

A L L

H O

U S

E G

R E

E N

B U

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B U

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E R

WALL

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WALL

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A G

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PICNIC

HOUSE

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BUNKER

BUNKER

W

ALL

TRASH

ENC

L.

OIL

STORAGE

GRAVEL

BUNKER

BUNKER

WALL

B U

N K

E R

W

ALL

RACK

WASH

WALL

ACC

PARKING SHED

STATIOIN

LIFT

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N K

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L L

W A

L L

BUNKER

W

ALL

BUNKER

WALL

OIL

STORAGE

W A L L

ACC

WALL

C A

S U

A L

T Y

C O

L L

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ALL

BBQ.

WALL

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IC

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IC

A R

E A

BOARD

BULLETIN

ATM16

T

B U

N K E

R

S H E

D

GEN

149 1103

CIVIL

AS SHOWN

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

PROJECT SITE

LOCATION PLAN

C-1

LOCATION PLAN

N

GENERAL NOTES :

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

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

245448

F

T

S P

T-30

W

W

W15

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

CIVIL

LEGEND :

BUILDING

REMOVAL

CONC SIDEWALK/ PAD

TREE/ SHRUB

QTYNO. ITEM

REMOVAL SCHEDULE

REMARK

C-2

REMOVAL PLAN

BUSHES RELOCATION IN PROJECT SITE.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR THE TREES AND

CONTRACTOR SHALL COORDINATE WITH COR.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVAL.

VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE ESTIMATED QUANTITIES, THE CONTRACTOR SHALL

NOTE:

SIDEWALK 30.0 SM

CON'C CURB 35.0 LM

4 35.0 LM

5 1 EA

REMOVAL PLAN

2 SCALE = 1 : 100

CON'C STEP 5.0 SM

CON'C OPEN DITCH

FUEL TANK

6 STONE WALL 5.0 LM

N

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

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

- 3

SITE LAYOUT PLAN

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1. REPLACE CON'C SIDEWALK.

CIVIL

SITE LAYOUT PLAN AND SCOPE OF WORK

S P

T-30

W

W

W15

APPROX. 40.0 LM

W/ 0.6M W STEEL GRATING DITCH,

REPLACE CON'C OPEN DITCH

APPROX. 17.0 LM

W/ GRANITE CURB,

REPLACE CON'C CURB

W/ STEP, APPROX. 30.0 SM

REPLACE CON'C SIDEWALK

APPROX. 50.0 LM

W/ FREE STANDING BLOCK,

FILL EARTH AND COVER

STEP, APPROX. 1.0 LM

REPLACE 3.5M W CON'C

SCALE = 1 : 100

APPROX. 35.0 LM

W/ 0.3M W STEEL GRATING DITCH,

REPLACE CON'C OPEN DITCH

2. REPLACE CON'C SIDEWALK W/ STEP.

3. REPLACE EXST CON'C CURB W/ GRANITE CURB.

4. RESTORE CARPET SODDING W/ TOP SOIL.

STEEL GRATING DITCH.

6. REPLACE CON'C OPEN DITCH W/0.3M W

STEEL GRATING DITCH.

5. REPLACE CON'C OPEN DITCH W/0.6M W

7. REPLACE 3.5M W CON'C STEP

MASONRY W/BUSHES TO PROTECT SLOPE.

8. FILL EARTH AND COVER W/LAND SCAPE STONE

9. FILL EARTH AND COVER W/FREE STANDING BLOCK.

APPROX, 275.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

APPROX, 275.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

C-3

2, 5

APPROX. 20.0 SM

MASONRY W/ BUSHES TO PROTECT SLOPE,

FILL EARTH AND COVER W/ LAND SCAPE STONE

APPROX. 25.0 SM

REPLACE 1.2M W CON'C SIDEWALK,

N

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

TRASH

TRASHCP

C/O

SP

T

S

CONNECT TO BUILDING

STA 0+14.50 WL

APPROX. 40.0 LM

W/ 100MM DIA PVC PIPE,

AND CONNECT SEWER LINE

CONSTRUCT ONE(1) SEWER M/H

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

CIVIL

W

W

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

6. RESTORE CARPET SODDING W/ TOP SOIL.

1. INSATLL 150X150X50MM TAPPING SLEEVE.

CONNECT SEWER LINE. W/100MM DIA PVC PIPE.

7. CONSTRUCT ONE(1) SEWER M/H AND

- SCALE = 1 : 1004

UTILITY PLAN

APPROX. 90.0 SM

RESTORE AC SURFACE COURSE,

8. RESTORE AC SURFACE COURSE.

C-4

1- 7

- 6

N

3. INSTALL 50MM TAPPING VALVE W/BOX.

1-CONC THRUST BLOCK

1-50mm TAPPING VALVE W/ BOX 1-150X150X50mm TAPPING SLEEVE

CONN TO EXIST WL

STA 0+00 WL

1-CONC THRUST BLOCK

1-50mm GATE VALVE W/ BOX

STA 0+13.00 WL

- 9

APPROX. 6.0 LM

CONSTRUCT CON'C ENCASEMENT,

- 9

1, 2

4. INSTALL 50MM GATE VALVE W/BOX.

5. CONSTRUCT CON'C ENCASEMENT.

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

245448

UTILITY PLAN

2. CONNECT THE EXIST WATER LINE TO BUIDLING.

: 1 .5

,5

,0

: 1 .2

.0

0.50

: 1 .0

,5

.0

0.50

0.50

.0

AS SHOWN

SCALE: NONE

CIVIL

(H-1.50m ABOVE) (H-3.00m ABOVE) (H-4.50m ABOVE)

WOVEN FABRIC

4MM THK NON

WOVEN FABRIC

4MM THK NON

WOVEN FABRIC

4MM THK NON

H/3

MORE THAN

H/3

MORE THAN

H/3

MORE THAN

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

ELEVATION

SECTION

EXAMPLE PICTURE

2 3

C-5

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

245448

LANDSCAPE STONE MASONRY

LANDSCAPE STONE MASONRY

1A

SECTION

CONC

BELLxPLAIN END SLEEVE (TYP)

FLOW

FLOW

40 CLEAR

NOTE:

USE 775mm MIN MANHOLE OPENING

FOR MANHOLE W/LADDER.

RING 700mm DIA

COVER SEE DETAIL

CI MANHOLE FRAME AND

D13 BARS @ 300mm OC

CONC RING

D13 LOOP

D13 BARS @ 200mm OC EW

D13 BARS @ 200mm OC EW

FLOOR OF MANHOLE OUTSIDE THE CHANNELS

SHALL BE SMOOTH AND SHALL SLOPE TOWARD

THE CHANNEL NOT LESS THAN 25mm PER 0.3M

NOR MORE THAN 50mm PER 0.3M.

FOR SEWER MANHOLE ONLY.

CONSTRUCTION JOINT

D13 BARS @ 200mm OC EW

D13 BARS-EDGES,

TOP AND BOTTOM

HD16 BARS

TOP AND BOTTOM

HD16 BARS

BOTTOM ONLY

D13 BARS

@125mm OC EW

1B

TOP SLAB REINFORCING

CHANNELIZED FLOOR OF CONC

MANHOLE APPLICABLE TO ONLY

SEWER MANHOLES

NOTE:

FNSH GRADE

CONC SEWER MANHOLE

NOT TO SCALE

RIDGES RAISED 8mm

2B 2D

RIBS (MAY BE

ELIMINATED FOR NON

-TRAFFIC MANHOLE)

2A

FRAME - PLAN

2B

SECTION

2C

COVER - PLAN

2D

SECTION

SEWER

NOTES:

1. DESIGN OF RIBBED CAST IRON COVERS AND FRAMES IS BASED ON

A WHEEL LOAD OF 7,260KG PLUS 25% ALLOWANCE FOR IMPACT AND

THE USE OF CLASS 20 CAST IRON OR "KS" EQUIVALENT PRODUCT.

OTHER DESIGNS DIFFERING ONLY IN NON-ESSENTATIAL DETAILS

AND AS APPROVED BY THE INSTALLATION CONTRACT REPRESENTATIVE(S)

MAY BE USED. TOTAL WEIGHT SHALL NOT BE LESS THAN 180 Kg.

"WATER" "SEWER" AND "STORM" SHALL BE AT LEAST 50mm HIGH AND

SHALL BE CAST IN CENTER OF COVER FOR WATER, SANITARY SEWER

AND DRAINAGE SYSTEM, RESPECTIVELY.

2. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON

OR 100mm REINFORCED CONCRETE COVERS, AS SHOWN, SHALL BE USED UNLESS

OTHERWISE INDICATED.

3. WHERE A NON-TRAFFICTYPE MANHOLE IS SHOWN ON THE PLANS, CAST IRON

WITHOUT THE SUPPORTING RIBS MAY BE USED.

4. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR.

CAST IRON SEWER MANHOLE FRAME AND COVER

NOT TO SCALE

DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

NOTE:

V A

R

S E

E P

L A

N

M

IN

M A

X

M A

X

200 400

300 300

D

IA

M

IN

32�

25MIN

295 200

25650

600 MIN

775 MIN W/LADDER

150 663 150

32�

0 2

25MIN 19

CIVIL1

SCALE: NONE

SEWER M/H

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

C-6

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

SEWER M/H

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

1 2

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

,2

M A

X

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

S E C T I O N

EXPANSION JOINT

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

- SCALE: NONE

CONCRETE SIDEWALK

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

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

1 2

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

GRANITE CURB

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

CIVIL

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 SODDING3

15 GAUGE WIRE

STRAW ROPE

VARIES

TREE ROOT BALL

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

- SCALE: NONE

TREE PLANTING DETAIL6

7 7 C-7

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

MISC. DETAILS - 1

- SCALE: NONE

CAP BLOCK

CON'C URETHAN BOND

CON'C

300MM THK

SAMPLE PHOTO

TEL: 031-358-4711

OR APPROVED EQUAL

HIGH LAND FREE STANDING WALL BLOCK

1. STONE: INOBLOCK CO.

NOTES:

(225X150MM)

STANDING WALL BLOCK

HIGH LAND FREE

FREE STANDING WALL BLOCK

V A

R A

P P

R O

X

M M

M M

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE-

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

CIVIL

AS SHOWN

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

TYPICAL TRENCH SECTION

SCALE: NONE

C-8

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

F

BEARIN

G B

AR

10 SQ CROSS BAR

TWISTED

TYP

NOTES:

1. 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).

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

1B

STEEL GRATINGS

D13 @ 300mm OC EW

D13 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

1A

SECTION

STEEL GRATING SCHEDULE

H

B

C

D

150 L80x55x6

ANGLE BARTRENCH WIDTH

V A

R D

150 D TRENCH WIDTH D 150

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

600 50 7 35 150 L55x80x6

CONC DITCH W/ STEEL GRATINGS

SCALE: NONE8

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

MICS. DETAILS - 2

AA

GATE VALVE W/BOX

NOT TO SCALE

NON-TRAFFIC INSTALLATION

PLAN - VALVE BOX

TRAFFIC INSTALLATION

NOT TO SCALE

UNDISTURBED SOIL

S E

E

P R

O F

IL

E

B

CONCRETE BASE

2 EACH (SEE TABLE ABOVE RIGHT)

REBAR TIE RODS

WATER MAIN

V A

R

IE

SCONC OR PVC (C-900)

EXTENSION

BRICKS OR CONC

BLOCKS (100 X 150)

GATE VALVE WITH BELL

ENDS SHOWN

GROUND

150150

VALVE BOX WITH

CONC COLLAR

CONC NON-TRAFFIC

NOTE:OR 375mm DIA

CONC VALVE BOX

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm (250 PSI) PRESSURE IN THE

PIPE AND 71,820 NEWTONS/M (1500 PSF) SOIL BEARING PRESSURE.

2 EACH (SEE TABLE ABOVE RIGHT)

REBAR TIE ROD

B

CONCRETE BASE

WATERWATER

TRAFFIC TYPE

CI VALVE BOXES

CONCRETE BASE RING

GATE VALVE MIN

M

IN

375 375

NON-TRAFFIC TYPE

WATER 5

(WIDE)

DIMENSION TABLE OF CONCRETE BASE

VALVEVALVE A B

CONC BASE 375mm SQ

TRAFFIC TYPE VALVE BOX

SLIDE TYPE CAST IRON

SIZE

TIE ROD

SIZE

(WIDE) (DEPTH)

62 300

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D13 BAR

PAVED SECTION SEE PLAN

A B

TIE ROD

2-D13 BAR

(DEPTH)

850 2-HD16 BAR

2-HD16 BAR

2-HD19 BAR

2-HD19 BAR1800

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

AND SMALLER

4-D13 ON PIPES 200

D13 LONGITUDINAL

AT 300 OC USE ONLY

LAPPED 300 AT ENDS

D10 HOOPS 250 OC

NOT TO SCALE

MINPIPEMIN

757575 OD OF 75

M

IN

M

IN

D

F

P

IP

E

CONC ENCASEMENT

REINFORCED CONCRETE ENCASEMENT

CIVIL

AS SHOWN

C-9

- 91 2

1 2

CP BONIFAS

BLDG. 30

REPAIR CHAPEL FACILITY

PAK, CS

MICS. DETAILS - 3