W91QVN-22-R-0075 Drawing files.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

A

B C D

E F G H

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

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

ENVIRONMENT

FORCE PROTECTION

LOCATION MAP AND GENERAL NOTES

REMOVAL PLAN

MISC. DETAILS - 2

MISC. DETAILS - 1

236266

OIL-WATER SEPARATOR PLAN AND SECTION

OIL-WATER SEPARATOR DETAIL

REPAIR WASHRACK S-285, WARRIOR BASE

FEWR NO. 236266 WARRIOR BASE

PAK, C H.

WARRIOR BASE

REPAIR WASHRACK S-285

C - 11

C - 10

C - 9

C - 8

C - 7

C - 6

C - 5

C - 4

C - 3

C - 2

C - 1

SITE LAYOUT PLAN

UTILITY PLAN

INTERIOR BUILDING WORK - 1

INTERIOR BUILDING WORK - 2

WATER LINE DETAIL

C-1

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

DES

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

THIS PROJECT

MAIN GATE

BE DESIGNATED BY THE DPW DURING THE SITE ORIENTATION.

THE CONTRACTOR'S HAUL ROUTE, STORAGE AND OPERATION AREA WILL NOTE:

WARRIOR BASE

WONJU

POHANG

MOKPO

TONGYEONG

SEOUL

DONGDUCHEON

UIJEONGBU

CHUNCHEON

1OSAN

DAEJEON

E A S T S E A

BUSAN

WAEGWAN

JINHAE

DAEGU

MUNSAN

W E S T

S E A

INCHEON

GWANGJU

NOT TO SCALE

L O C A T I O N M A P

GUNSAN

PYEONGTAEK

MASAN

N

-1

SCALE: 1 / 1200

LOCATION PLAN

LOCATION PLAN

F/T

F

T

F

T

F

T

206T

Fire Station

NEW TRASH BIN

Water Tank

33,000 GAL

120,000 GAL

Water Tank

H

2173(LIGHT-16EA)

509520

Waste Water

Treatment Plant

Water Treatment Plant

WARRIOR BASE

REPAIR WASHRACK S-285

FEWR 236266

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

236266

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

D

D

D

D

D

W 200PVC

W

CARPENTRY SHOP

MAINTENANCE SHOP

WHEELED VEHICLE

D

D

D

D

D

W 200PVC

W

E

1, E 1, SS

EXIST PCC

EXIST PCC

LEGEND :

BUILDING

REMOVAL

TREE/ SHRUB

ELECTRICAL POLE

REMARK

QTYNO. ITEM

REMOVAL SCHEDULE

1500 SM

XXX

4. THE HANDRAIL PIPE HOLE SHALL BE FILLED WITH CONCRETE AFTER CUT.

3. THE EXIST SEDIMENTATION DRAIN LINE SHALL BE BLOCKED.

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE REPLACED FOR THE CONTRACTOR'S CONVENIENCE,

NOTE:

MILL AC SURFACE COURSE

S

9.0

REPLACE AC/PCC PAVEMENT 70 SM 3 EA WATER VALVE BOXES

8 3

25 MM WATER LINE 45 LM

100MM DIA SEWER LINE 30 LM

6 EXIST SETTLING TANK

EXIST WATER MFTFR 1 EA

1 EA SIZE

E 301,610.215 N 4,199,347.206

OUT INV EL 16.76

INL INV EL 16.89

TOP EL 19.25

EXIT SMH #1

7 2 EAHOSE BIBB

8 1 EADRAIN MANHOLE CONN TO SETTLING TANK

COVERED DITCH

EXIST STEEL GRATING

SCALE = 1:150

REMOVAL PLAN

1:150

0 10M7.552.5

9 1 SET

TURN IN DPW

RELATE PIPE, DUTS ETC

OIL WATER SEPERATOR SYSTEM

C-9 AND C-10

SEE DETAIL DWG

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

236266

REMOVAL PLAN

C-2

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 = 1:150

1:150

0 10M7.552.5

D

D

W

W A

R E

H O

U S

E

CARPENTRY SHOP

MAINTENANCE SHOP

WHEELED VEHICLE

D

D

W

S

EXIST PCC

WW WW

EXIST PCC

S

OUT INV EL 16.76

INL INV EL 16.89

TOP EL 19.25

EXIT SMH #1

SITE LAYOUT PLAN

COVERED DITCH

EXIST STEEL GRATING

APPROXI. 1500 SM

SURFACE COURSE

MILL/OVERAY W/ 50MM THK AC

W/ GRAVITY TYPE

REPLACE OIL-WATER SEPARATOR

APPROXI. 200 SM

RESTORE CARPET SODDING

BLOCK UP SSMR ROOF PANEL AFTER REMOVE DUCTS

EXIST SURFACE INLET

9 -

APPROXI. 3.0 LM

RESTORE CON'C CURB

AND ELEC UNIT HEATER W/ RELATED ACCESSARY

REPLACE 2 EA LED LIGHTENING SYSTEM

W/ RELATED ACCESSARY

7. REPLACE LED LIGHTENING SYSTEM AND ELEC UNIT HEATER

6. BLOCK UP SSMR ROOF PANEL AFTER REMOVE DUCTS

5. RESTORE CON'C CURB

4. RESTORE CARPET SODDING

3. REPLACE OIL-WATER SEPARATOR W/ GRAVITY TYPE

2. REPLACE EXIST AC/PCC PAVEMENT W/ NEW AC

1. MILL/OVERAY W/ 50MM THK AC SURFACE COURSE

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCOPE OF WORK

APPROXI. 70 SM

NEW 75MM H AC PAVEMENT

REPLACE EXIST AC/PCC PAVEMENT W/

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

236266

C-3

SITE LAYOUT PLAN

4. THE HANDRAIL PIPE HOLE SHALL BE FILLED WITH CONCRETE AFTER CUT.

3. THE EXIST SEDIMENTATION DRAIN LINE SHALL BE BLOCKED.

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE REPLACED FOR THE CONTRACTOR'S CONVENIENCE,

NOTE:

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 = 1:150

1:150

0 10M7.552.5

PIPE, APPROX. 2.0 LM

REPLACE 200MM DIA PVC DRAIN

D

D

W

W A

R E

H O

U S

E

CARPENTRY SHOP

MAINTENANCE SHOP

WHEELED VEHICLE

D

D

W

S

EXIST PCC

W

W

WW

EXIST PCC

S

OUT INV EL 16.76

INL INV EL 16.89

TOP EL 19.25

EXIT SMH #1

COVERED DITCH

EXIST STEEL GRATING

W 200PVC

W 200PVC

W

W

1-CONC THRUST BLOCK

1-100 TAPPING VALVE W/ BOX

1-200X200X100MM TAPPING SLEEVE

CONN TO EXIST 200MM DIA WL

STA 0+00 WL "A"

1-CONC THRUST BLOCK

1-1/4 BEND 100MM

STA 0+13 WL "B"

3-CONC THRUST BLOCK

2-100MM GATE VALVE W/ BOX

1-100X100X100MM TEE SLEEVE

STA 0+00 WL "B"

STA 0+11 WL "A"

1-CONC THRUST BLOCK

1-1/4 BEND 100MM

STA 0+27 WL "A"

UTILITY PLAN

6.0

APPROXI. 6.0 LM

REPLACE 0.5X0.5M W RC ENCASEMENT

APPROX. 27 LM

PIPE, CONN TO EXIST SEWER MANHOLE

REPLACE 200MM DIA PVC DRAIN W/

S S

W

W

TO MEET AC PAVEMENT GROUND LEVEL

REPLACE ONLY 2 EA WATER VALVE BOXES

1-CONC THRUST BLOCK

1-100X100X100MM TEE SLEEVE

STA 0+17 WL "B"

7. REPLACE EXIST VALVE BOXES TO MEET AC PAVEMENT GROUND LEVEL

6. REPLACE 200MM DIA PVC DRAIN PIPE W/ RC ENCASEMENT

5. REPLACE HOSE BIBB AND 20X100MM REDUCER

BEND 100MM4

14. REPLACE

3. REPLACE 100X100X100MM TEE SLEEVE AND GATE VALVE W/ BOX

2. REPLACE TAPPING VALVE W/ BOX

1. REPLACE 200X200X100MM TAPPING SLEEVE

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCOPE OF WORK

11 -

11 -

2-CONC THRUST BLOCK

1-25MM HOSE BIBB

1-25X50MM REDUCER

1-50X100MM REDUCER

STA 0+06 WL "B-1"

2-CONC THRUST BLOCK

1-25MM HOSE BIBB

1-25X50MM REDUCER

1-50X100MM REDUCER

STA 0+02 WL "B-2"

3-CONC THRUST BLOCK

1-25MM HOSE BIBB

1-25X50MM REDUCER

1-50X100MM REDUCER

1-1/4 BEND 100MM

STA 0+46 WL "A"

3-CONC THRUST BLOCK

1-25MM HOSE BIBB

1-25X50MM REDUCER

1-50X100MM REDUCER

1-100X100X100MM TEE SLEEVE

STA 0+38 WL "A"

WARRIOR BASE

REPAIR WASHRACK S-285

UTILITY PLAN

PAK, C H.

236266

C-4

4. THE HANDRAIL PIPE HOLE SHALL BE FILLED WITH CONCRETE AFTER CUT.

3. THE EXIST SEDIMENTATION DRAIN LINE SHALL BE BLOCKED.

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE REPLACED FOR THE CONTRACTOR'S CONVENIENCE,

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

- 5

SCALE: 1 / 50

OIL-WATER SEPARATOR PLAN

4-

- 5

SCALE: 1 / 50

200MM DIA PVC DRAIN PIPE

OIL-WATER SEPARATOR

OIL-WATER SEPARATOR

BASE COURSE

OIL-WATER SEPARATOR SECTION

PLAN AND SECTION

OIL-WATER SEPARATOR

EXIST SEWER MANHOLE

EXST AC PAVEMENT

EXST AC PAVEMENT

CARPET SODDING

EXIST SEWER MANHOLE EXIST AC PAVEMENT

CONNECT TO SURFACE INLET

SEWER

C-5

PAK, C H.

236266

WARRIOR BASE

REPAIR WASHRACK S-285

SCALE: 1 / 30

200mm DIA

DETAIL "C"

OIL/WATER SEPARATOR PLAN

D13@300 O.C

30x30

SCALE: 1 / 30

OIL/WATER SEPARATOR SECTION

OPENING

300x300

OPENING

300x300

OPENING

300x300

PLATE COVER

HATCH W/ GALV STL

CON'C WALL

TOP OF EXST

OF EXST CON'C WALL

-0.9M FROM TOP

INL. INV. EL=

INFLUENT

200MM DIA PVC

OF EXST CON'C WALL

-1.0M FROM TOP

OUTL. INV. EL=

EFFLUENT

200MM DIA PVC

LADDER @ 12" OC LADDER RUNG

@ 12" OC

OPENING

300x300

OPENING

300x300

OPENING

300x300

OIL-WATER SEPERATOR DETAIL

C-6

AND HASP W/ LOCKING SYSTEM

6mm THK GALV

STL CHK'D COVER

PLATEPVC PIPE

CI SLEEVE

HANDLE

6mm THK GALV

STL CHK'D COVER

CONST JT W/

WATER STOP

L-2"x2"x1/4"

STIFFNER

C O

N C

W A L L

3/4" GAL.STEEL

ANCHOR BOLT

W/WASHER

1/4" THK X 2 1/2"

GALV. STEEL PIPE

CLAMP

3/8" THK X 2 1/2" W

GALV. STEEL PIPE

STRAPS

1/2" DIA X 4" LONG

BOLT AND NUT

3/4" DIA GAL. STL.

L-50x50x6mm WELDED

TO COVER PLATE

13x6mm FLAT BAR

WELDED TO ANGLE

L-50x65x6mm FRAME W/ D13 BAR, 150mm LG ANCHOR BAR

@ 600, WELDED TO ANGLE

6mm THK GALV STL

CHK'D COVER PLATE

STL PLATE

HATCH

(6mm THK)

CONC WALL

OF OWS

STL PLATE COVER

FOR OWS

HASP (3mm THK)

WELDED TO

COVER PLATE

HASP (3mm THK)

WELDED TO

COVER PLATE LOCK SYSTEM (3mm THK)

ONE END WELDED TO

COVER PLATE

STL PLATE HATCH

(6mm THK)

LOCK SYSTEM (3mm THK)

ONE END WELDED TO

COVER PLATE

HATCH DET

STL PLATE

COVER

FOR OWS

- 5

SCALE: NONE

PLAN

SECTION

100100

DETAIL "C"

DETAIL "B"

3/4" DIA x 12" W

STL ROUND BAR

SEE DETAIL "C"

DETAIL "A"

PIPE CLAMP, GAL. STL. LADDER

D13@300 O.C

200 900 150 1000 200 1200900 150 900 150 200

D13@300 O.C

200 900 150 900 1000 200 1200 200

150 900 150

CIVIL

AS SHOWN

PAK, C 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

(200mm DIA)

WARRIOR BASE

REPAIR WASHRACK S-285

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

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

CIVIL

AS SHOWN

SURFACE INLET

SCALE: NONE

TYPICAL TRENCH SECTION

DETAIL

1E

HD13 @ 200 OC

4EA-ANCHOR 10mm DIA X 150mm

5mm

I BAR

@ 100mm OC

WELDED TO FLAT BARS

8mmX8mm CROSS BAR

1C

1B

1C

1E

1B

1A

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm OC EW

SECTION

DRAIN PIPE

D13 @ 200mm OC EW

SEE DETAIL

50150

STEEL GRATING COVER

PLAN

SECTION

W/STEEL GRATINGS

CONC DITCH

D13 @ 200mm

OC EW

D13 @ 200mm OC EW

EXST STEEL GRATING

D16 BARS

AROUND PIPE

DITCH CROSS

BE SAME AS

OPENING TO

-SECTION

EXPANSION JOINT 1D

EXPANSION JOINT

1D

EXPANSION JOINT

10 PREMOLED

EXPANSION JOINT

JOINT SEALER

10 PREMOLED

EXPANSION JOINT

M

IN

.3

150 1000 150

MISC. DETAILS - 1

7 7

L-71X61X6

65X7X4 @ 50

NONTRAFFIC REPLACEATION

CONCRETE BASE

1A

TABLE AT RIGHT)

2 EACH (SEE DIMENSION

BLOCKS (100 X 150)

GATE VALVE WITH BELL

ENDS SHOWN

REBAR TIE RODS AT

WATER MAIN

CONC COLLAR

VALVE BOX WITH

CONC NON-TRAFFIC

BRICKS OR CONC

EXTENSION

CONC OR PVC (C-900)

LINE

GROUND

TRAFFIC REPLACEATION

NOT TO SCALE

GATE VALVE W/ BOX

UNDISTURBED SOIL

A

1B

A

CONC BASE

CONC BASE 375mm SQ

OR 375mm DIA

GATE VALVE

B

MIN

B

TRAFFIC TYPE VALVE BOX

SLIDE TYPE CAST IRON

V A

R

IE

S

S E

E

P

R O

F

IL

E

M

IN

TABLE AT RIGHT)

REBAR TIE ROD

2 EACH (SEE DIMENSION

CONCRETE BASE RING

150150

PAVED SECTION SEE PLAN

VALVE BOX - PLAN

TRAFFIC TYPE

NOT TO SCALE

NONTRAFFIC TYPE

DIMENSION TABLE OF CONCRETE BASE

DIMENSION TABLE OF CONCRETE BASE

NOTE : SIZE OF CONCRETE BASE IS BASED ON 1724MPa (250 PSI) PRESSURE IN THE

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

CI VALVE BOX

WATER

2A

WATER

2B

2C

2-D10 BAR

2-D10 BAR

2-D13 BAR

(WIDE)

SIZE

VALVE

TIE ROD

VALVE

SIZE

B

(DEPTH)

A

300 2-D10 BAR

2-D10 BAR

2-D16 BAR

WATER

CONC VALVE BOX

2-D16 BAR

2-D19 BAR

2-D19 BAR

B

(DEPTH)

TIE ROD

2-D13 BAR

A

(WIDE)

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

SCALE: NONE

150mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

150mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE

3 100mm AND LARGER SERVICE - TAPPING SLEEVE

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

C-7

FIN GRADE LINE

NOT TO SCALE

SQ

GRAVEL DRAIN

WATER LINE

375SQ CONC. COLLAR

HEAD CASING

25mm D HOSE CONNECTION

F R

O S

T

D

E P

T H

V A

R

IE

S

DRAIN TUBE

VALVE HOUSING

BACKFILL MATERIAL

M

IN

SET SCREW

C-8

CIVIL

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

NFSM

R=13

CAST IN PLACE

CONCRETE CURB

21 MPa

SEE PLAN FOR FINISH

"C"

C

R

R

15025

10 THICK EXPANSION

JOINT W/ SEALER

AC PAVEMENT

NOTE ;

SCALE: NONE

CON'C CURB

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.

MISC. DETAILS - 2

- 8

25mm FREEZE PROOF HOSE BIBB

- 8

EXISTING SUBGRADE

C

2% SLOPE

EXISTING BASE COURSE

EXISTING SUBBASE COURSEC

2% SLOPE

TO REMAIN

VARIES

EXISTING SUBGRADE

TACK COAT

EXISTING BASE COURSE

VARIES

TO REMAIN

EXISTING SUBBASE COURSE

2% SLOPE

2% SLOPE

TO REMAIN

REPLACE EXISTING 50mmTHK. AC PAVEMENT

W/NEW 50mm THK AC

TO REMAIN

EXISTING AC PAVEMENT

NOT TO SCALE

REPLACE EXISTING 50mmTHK. AC PAVEMENT

W/NEW 50mm THK AC

PRIME COAT

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

1B

BASE COURSE NOT EXPOSED

MILLING & OVERLAY

1C

BASE COURSE EXPOSED

MILLING & OVERLAY

1 TYPICAL AC PAVEMENT SECTION

1A

NEW A/C PAVEMENT

C

2% SLOPE

VARIES

2% SLOPE

PRIME COAT

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

50mmTHK. AC PAVEMENT

TACK COAT

BASE COURSE

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE

95% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

EXISTING SUBGRADE

SCALE: NONE

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

CARPET SODDING

PAK, C H.

WARRIOR BASE

REPAIR WASHRACK S-285

PIPING, ELECTRIC HEATERS, CONTROLS AND ALL ASSOCIATED ACCESSORIES.

REMOVE EXISTING DETERIORATED ABOVEGROUND WASH WATER RECYCLING SYSTEM(TYP FOR 2),

WASH WATER RECYCLING SYSTEM

WASH WATER RECYCLING SYSTEM

WITH WATERPROOFING

SMOKE STACKS

BLOCK UP HOLES USED

C-9

SCALE: NONE

- 9

1 INTERIOR BUILDING WORK - 1

CONTACTOR SHALL TURN IN EXIST WATER RECYCLE SYSTEM TO DPW, SUPPLY

NOTE:

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

236266

AS SHOWN

INTERIOR BUILDING WORK - 1

CIVIL

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

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

A

B C D

E F G H

SHEET OF

( TYPICAL OF 4EA )

REMOVE EXIST ELECTRIC HEATER

( REMAIN EXIST PANELBOARD "DPM" )

J J

J J

J

J J

J

J

J

EUH ELECTRIC UNIT HEATER

ELEC RATING: 208V,1PH,60Hz,1/40HP

"DPM-9"

"DPM-8"

S 3 3

LINEAR FLUORESCENT VAPOR TIGHT LIGHT FIXTURES

( TYPICAL OF 2EA )

A GC NB

3 4

S/N

GND

PW-2 #1 (225AF/110AT) PW-2 #1 (225AF/110AT)

WWT-1 #1 (100AF/40AT) WWT-1 #2 (100AF/40AT)

COMP1 (100AF/20AT)

EH-1 (100AF/40AT)

RCPT (100AF/20AT)

EH-2 (100AF/40AT) EH-3 (100AF/40AT)

EH-4 (100AF/40AT)

SPARE (100AF/20AT)

SPARE (100AF/20AT)

A GC NB

3 4

S/N

GND

PW-2 #1 (225AF/110AT) PW-2 #1 (225AF/110AT)

WWT-1 #1 (100AF/40AT) WWT-1 #2 (100AF/40AT)

COMP1 (100AF/20AT)

EH-1 (100AF/40AT)

RCPT (100AF/20AT)

EH-4 (100AF/40AT)

LIGHTING (100AF/20AT)

SPARE (100AF/20AT)

ELECTRIC UNIT HEATER (100AF/40AT)

ELECTRIC UNIT HEATER (100AF/40AT)ELECTRIC UNIT HEATER (100AF/40AT)

NOT TO SCALE

EXISTING PANELBOARD "DPM"

"DPM-11"

( BEFOR ) ( AFTER )

NOT TO SCALE

REMOVAL PLAN

NOT TO SCALE

NEW PLAN

C-10

SCALE: NONE

-10

1 INTERIOR BUILDING WORK - 2

ITEM NO Q'TY SERVICE TYPE

REMARKS

EUH

ELECTRIC UNIT HEATER

MECH. ROOM

DISCHARGE TYPE

HORIZONTAL

(KW)

CAPACITY

HEATING

VOLT/PH/HZ

FAN CAPACITY

LPS

193.5 1,650

RPM HP

1/40 208/1/60

DISCONNECT SWITCH & THERMOSTAT

PROVIDE UNIT MOUNTED

M E C H A N I C A L E Q U I P M E N T S C H E D U L E

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

236266

AS SHOWN

CIVIL

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

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

A

B C D

E F G H

SHEET OF

INTERIOR BUILDING WORK - 2

B

V A

R

IE

S

2A

PIPE

GROUND

S E C T I O N

TIE ROD

ANCHOR BLOCK

TIE ROD

(SEE TABLE BELOW LEFT)

PIPE

BELOW LEFT

TABLE BLOCK

ANCHOR BLOCK - TYPE II

SEE TIE ROD

ANCHOR BLOCK

B

MIN

I-PAIR

TIE ROD

V A

R

IE

S

PIPE

A

C

VERTICAL

BEND

3A

V A

R

IE

S

NOT TO SCALE

GROUND

NOT TO SCALE

ANCHOR BLOCK - TYPE III

ANCHOR BLOCK

GROUND

GROUND BEND

A

M

IN

2A

GROUND

PIPE

HUB TYPE JOINT SHOWN (TYP)

LAY PIPE UPHILL

AN

G

LE

S

ALI

G

N M

EN

T

CURVE

NOTE

THI

S

SHEET

DEF

LE

CTI

ON

SEE

P R O F I L E

CONCAVEVERTIC

AL

AT

R

IG

H T

1/32 BEND

1/16 BEND

TYPE III BLOCK

1/8 BEND1/4 BENDBLOCK

TYPE II

PIPE UPHILL

SHOWN (TYP) LAY

BELL TYPE JOINT

TYPE II ANCHOR BLOCK

PVC PIPE SHOWN

TIE ROD TABLE

DEPTH OF COVER MEASURED

CONCAVE DEFLECTION ANGLE

BLOW-OFF ASSEMBLY (WHEN CALLED FOR ON PLANS)

(SEE GENERAL NOTE 4 AT RIGHT)

1A

GROUND SURFACE

PERPENDICULAR TO

ANCHOR BLOCKS TYPE I

PIPE

C

LEFT

ANCHOR BLOCK

UNDISTURBED

SOIL SURFACE

2 PAIR - TIE ROD

SEE TIE ROD TABLE

B

775775 650

A B C A

BEND

C

9751100 975

C A B

BEND

TYPE III

BEND

300 300 1100

BA B A

BEND

SIZExPAIR

400650

AB

A

12.5 x 2

BEND

TYPE II

BEND

12.5 x 2

SIZExPAIRSIZExPAIR

B

SEE DRAWING SHEET CU505.

N O T E S :

- - 800

A B A B

12.5 x 212.5

DEFLECTION

PIPE

BEND

TYPE I

SIZExPAIR

SIZE

COATED IN ACCORDANCE WITH AWWA C203.

PIPE

SIZE

1. ASSUMED 17.58 KG/CM2 (250 PSI) INTERNAL PIPE PRESSURE.

2. ALL EXPOSED & BURIED STEEL SHALL BE COAL-TAR ENAMEL

NOT TO SCALE

1500 PSF (0.732 KG/CM2) SOIL BEARING PRESSURE FOR TYPE II

ANCHOR BLOCK AND VERTICAL CURVE INSTALLATION

3. ANCHOR BLOCK SIZE ASSUMES 250 PSI (17.58 KG/CM2) INTERNAL PIPE PRESSURE

1. THRUST BLOCK NOTES TO BE APPLIED FOR TYPE II ANCHOR BLOCK

2. A DASH ( - ) INDICATES NO ANCHOR BLOCK IS REQUIRED

BEND

DIMENSION TABLE FOR ANCHOR BLOCKS

PIPE

AS REQUIRED (BY CONSTRUCTION PLANS)

V A R

IE

S

ANCHOR BLOCK

TYPE III

ANCHOR BLOCK TYPE IV (TYP)

NOTES:

6. ALL BURIED STEEL RODS SHALL BE COATED IN ACCORDANCE WITH AWWA C203.

5. ALL EXPOSED FERROUS SURFACES TO BE COATED WITH COAL-TAR ENAMEL.

AS OTHERWISE NOTED ON CONSTRUCTION PLANS.

4. ALLOWABLE MAXIMUM VERTICAL HUB BELL OR FITTING DEFLECTION ANGLES WITHOUT

3. FORMS ARE NOT REQUIRED FOR INSTALLATION OF ANCHOR BLOCKS.

UNDISTURBED SOIL.

WALLS WITHOUT FORMS TO PRODUCE A FIRM CONTACT WITH

2. TYPE II ANCHOR BLOCK SHALL BE EXTENDED TO EXCAVATION TRENCH

TEST PRESSURE OF 250 PSI (1.724 MPa)

1. DIMENSIONS OF ANCHOR BLOCKS ARE BASED ON MAXIMUM WATER

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

WATER LINE DETAIL

- NOT TO SCALE

1 WATER LINE DETAIL

C-11

WARRIOR BASE

REPAIR WASHRACK S-285

PAK, C H.

CIVIL