Drawing files 184001 Civil AMENDMENT.pdf

PDF 4 MB Posted Jun 10, 2024

Attached to: Repair fire station, building No. 277, Warrior Base, Korea(MATOC Only)
Solicitation number: W90VN824R0046
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Jun 10, 2024

This document is a Request for Proposal (RFP) for the repair of fire station, building No. 277, at Warrior Base in Korea. The project number is 184001. The RFP is issued to existing General Construction Multiple Award Indefinite Delivery Indefinite Quantity (IDIQ) contract holders under various contract numbers. The work includes repairing the fire station building, replacing deteriorated chain link fence, constructing concrete encasement, oil-water separator, and other site improvements. The key objectives include restoring PCC pavement, constructing a trash bin, rerouting water lines, installing fire water and service water lines, and constructing bollards around the generator and transformer. The solicitation is open to the existing IDIQ contract holders only.

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Other files

File	Type	Posted
Amendment of Solicitation W90VN824R0046_0001.pdf	PDF	Jun 10, 2024
Solicitation W90VN824R0046.pdf	PDF	Jun 3, 2024
184001_DWG.pdf	PDF	Jun 3, 2024

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C-1

B C D

E F G H

SYMBOL 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

CIVIL

WARRIOR BASE

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

-1

SCALE: 1 / 1200

LOCATION PLAN

CHOE, S M.

F/T

206T

Fire Station

NEW TRASH BIN

Water Tank

33,000 GAL

120,000 GAL

Water Tank

2173(LIGHT-16EA)

509520

Waste Water

Treatment Plant

Water Treatment Plant

184001

WARRIOR BASE

REPAIR FIRE STATION BUILDING S-277

FEWR 184001

REPAIR FIRE STATION BUILDING S-277

C-2

AS SHOWN

CHOE, S M.1

B C D

E F G H

SYMBOL 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

LEGEND :

BUILDING

REMOVAL

CONC SIDEWALK/ PAD

TREE/ SHRUB

ELECTRICAL POLE

QTYNO. ITEM

REMOVAL SCHEDULE

REMOVAL PLAN

715.0 SM

REMARK

REMOVAL PLAN

1:150

0 8M642

1 EA

SCALE: 1 / 150

DIR

T R

OAD

A/G

OIL TANK

OIL

L P

CONTAINER BOX

C P

C O

N T

E R B

O X

C P

TRASH

5 1 .3

5 1 .5

5 1 .7

E F

E L

S -2

R O

O M

M E

C H

REPLACEMENT.

3. THE CONTRACTOR SHALL SEE THE ELEC. DWG FOR ELECTRIC ITEMS

WITH COR.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

2. THE CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

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

NOTE:

4 1 EA

38.0 LM

6 SURFACE CLEAN OUT 1 EA

GENERATOR

1 EA

PCC PAVEMENT

TRASH BIN 7.0 X 2.4M

HYDRANT W/ GATE VALVE 1 EA

AIR VACUUM VALVE

200MM DIA PVC WATE LINE

ELEC. CON'C POLE 1 EA SEE ELEC. DWG

TRANS FORMER

1 EA

SEE ELEC. DWG

10 3 EACONTAINER BOX RELOCATE

WARRIOR BASE

184001

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

WARRIOR BASE

107390, 107361

A /G

A N

IL LP

CONTAINER BOX

EFEL 19.96

S-277

ROOM

MECH

S-276

E X

T C

H A

K F

E N

C E

SCALE: 1:100

4m210

SCALE: 1:100

SCOPE OF WORK

S S

1.0M H CON'C RETAING WALL

200MM

APPROX. 80.0 SM

RESTORE PCC PAVEMENT,

PCC PAVEMENT AREA

APPROX. 2.0 LM

AND CON'C STOOP,

STEP W/ HANDRAIL

REPLACE 2.0M W CON'C

SCHEDULE #1 (CONSTRUCT/ALTERATION)

4. RESTORE PCC PAVEMENT.

6. RESTORE SOLID SODDING.

-3

APPROX. 15.0 SM

RESTORE SOLID SODDING,

EXCEPT FUEL TANK AND CON'C PAD W/ CLEANING THE FUEL TANK.

SUPPLY AND 20MM ONE(1) RETURN DOUBLE WALL PIPES AND ETC,

5. REPLACE ALL NECESSARY FUEL TANK PARTS INCLUDING 20MM TWO(2)

APPROX. 38.0 LM

FUEL TANK,

PAD W/ CLEANING THE

AND CON'C

ETC, EXCEPT FUEL TANK

DOUBLE WALL PIPES AND

AND 20MM RETURN FLEXIBLE

INCLUDING 20MM SUPPLY

FUEL TANK PARTS

REPLACE ALL NECESSARY

M M

W W

50MM WATER LINE

CUT AND PLUG EXST

1-CONC THRUST BLOCK

1-150mm TAPPING VALVE W/ BOX 1-200X200X150mm TAPPING SLEEVE CONN TO EXIST 200mm DIA WL

STA 0+00 WL "A"

1-CONC THRUST BLOCK

1-150MM X 1/4 BEND

STA 0+07.00 WL "A"

1-CONC THRUST BLOCK

1-150MM X 1/4 BEND

STA 0+23.00 WL "A"

1-CONC THRUST BLOCK

1-150MM X 1/4 BEND

STA 0+33.00 WL "A"

1-CONC THRUST BLOCK

1-150MM X 1/4 BEND

STA 0+60.50 WL "A"

1-CONC THRUST BLOCK

1-80MM DIA GATE VALVE W/ BOX

1-150MM DIA GATE VALVE W/ BOX

1-150X150X80MM TEE

STA 0+00 WL "B"

STA 0+70.00 WL "A"

1-CONC THRUST BLOCK

1-80MM X 1/4 BEND

STA 0+01.10 WL "B"

CONNECT TO MECH RM

STA 0+63.50 WL "A"

CONNECT TO MECH RM

STA 0+03.60 WL "B"

1. INSTALL 150mm DIA PVC FIRE WATER LINE W/ TWO(2) 150MM GATE VALVE.

2. INSTALL 80mm DIA PVC SERVICE WATER LINE W/ ONE(1) 80MM GATE VALVE.

-14

1,2

REPAIR FIRE STATION BUILDING S-277SITE LAYOUT PLAN - 1

SCOPE OF WORK

SITE LAYOUT PLAN - 1 AND

C-3

3. REPLACE 2.0M W CON'C STEP W/ HANDRAIL AND CON'C STOOP.

CHOE, S M.

B C D

E F G H

SYMBOL 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

4m210

SCALE: 1:100

SCOPE OF WORK

SCHEDULE #1 (CONSTRUCT/ALTERATION)

DIR

T R

OAD

A/G

OIL TANK

OIL

L P

C P

C O

N T

E R B

O X

5 1 .3

5 1 .5

5 1 .7

F F

S -2

R O

O M

M E

W W

D D

O W

S S

APPROX. 520.0 SM

RESTORE PCC PAVEMENT,

ROOM

MECH

S P

K L E

R R

O O

SEE

APPROX. 50.0 SM.

RESTORE SOLID SODDING,

PCC PAVEMENT AREA

CHAI

LIN

NCE

FFL 20.40

NEW FIRE STATION

1-CONC THRUST BLOCK

1-200mm X 1/4 BEND CONN TO EXIST 200mm DIA WL

STA 0+00 WL "A"

1-CONC THRUST BLOCK

1-100MM DIA GATE VALVE W/ BOX

1-200X200X100MM TEE

STA 0+00 WL "B"

STA 0+01.50 WL "A"

1-200MM AIR VACUUM VALVE

STA 0+06.50 WL "A"

1-CONC THRUST BLOCK

1-150mm TAPPING VALVE W/ BOX 1-200X200X150mm TAPPING SLEEVE CONN TO EXIST 200mm DIA WL

STA 0+00 WL "D"

1-150MM DIA HYDRANT W/ GUARD POST

STA 0+06.50 WL "D"

APPROX. 8.0 SM

RESTORE PCC PAVEMENT,

2APPROX. 8.0 LM

CONSTRUCT CON'C ENCASEMENT,

2APPROX. 6.0 LM

CONSTRUCT CON'C ENCASEMENT,

APPROX. 42.0 LM

AND CONNECT TO EXST SEWER M/H W/ 150MM DIA PVC PIPE,

CONSTRUCT ONE(1) OIL WATER SEPARATOR, TWO(2) SEWER M/H

1-CONC THRUST BLOCK

1-200mm X 1/4 BEND

STA 0+19.30 WL "A"

1-CONC THRUST BLOCK

1-200mm X 1/4 BEND CONN TO EXIST 200mm DIA WL

STA 0+38.00 WL "A"

APPROX. 22.0 LM

W/ FLEXIBLE DOUBLE WALL PIPES,

SUPPLY AND RETURN FUEL LINE

CONNECT TO EXST 20MM DIA

1-CONC THRUST BLOCK

1-100 X 80MM REDUCER

1-100mm X 1/4 BEND

STA 0+35.90 WL "B"

CONNECT TO MECH RM

STA 0+39.10 WL "B"

1-CONC THRUST BLOCK

1-100mm X 1/16 BEND

STA 0+20.70 WL "B"

1-CONC THRUST BLOCK

1-100mm X 1/4 BEND

STA 0+03.50 WL "B"

1-CONC THRUST BLOCK

1-100mm X 1/4 BEND

STA 0+08.30 WL "B"

1. RESTORE PCC PAVEMENT.

2. CONSTRUCT TRASH BIN

4. CONSTRUCT CON'C ENCASEMENT.

W/ FLEXIBLE DOUBLE WALL PIPES.

5. CONNECT TO EXST 20MM DIA SUPPLY AND RETURN FUEL LINE

6. REROUTE 200MM DIA PVC WATER LINE W/ ONE(1) AIR VACUUM VALVE.

7. CONSTRUCT ONE(1) HYDRANT W/ 150MM DIA GATE VALVE.

8. INSTALL 100MM DIA SERVICE WATER LINE W/ 100MM DIA GATE VLAVE.

1-CONC THRUST BLOCK

1-150MM DIA GATE VALVE W/ BOX

1-200X200X150MM TEE

STA 0+00 WL "C"

STA 0+11.25 WL "A"

CONNECT TO SPRINKLER RM

STA 0+01.70 WL "C"

9. INSTALL 150MM DIA FIRE WATER LINE W/ 150MM DIA GATE VLAVE.

- 4

WARRIOR BASE

184001

APPROX. 75.0 SM.

RESTORE SOLID SODDING,

1,2

SEE REF NO. C-7~10

CONSTRUCT TRASH BIN

1,2

19 1 1

16 17

2.70

AND CONNECT TO EXST SEWER M/H W/ 150MM DIA PVC PIPE.

3. CONSTRUCT ONE(1) OIL WATER SEPARATOR, THREE(3) SEWER M/H

APPROX. 1.0 LM

W/ 150MM DIA PVC PIPE,

AND CONNECT SEWER LINE

CONSTRUCT ONE(1) SEWER M/H

MAKE SMOOTH SLOPE FOR VEHICLE PASS

CON'C RAMP

A T S

-19

GENERATOR ANR TRANSFORMER

CONSTRUCT EIGHT(8) BOLLARDS AROUND

10. CONSTRUCT EIGHT(8) BOLLARDS AROUND GENERATOR AND TRANSFORMER.

11. RESTORE SOLID SODDING.

REPAIR FIRE STATION BUILDING S-277

SITE LAYOUT PLAN - 2

SCOPE OF WORK

SITE LAYOUT PLAN - 2 AND

C-4

F/T

WATER TANK

CONST

50SP

F/T

WATER TANK

CONST

50SP

R E

H O

SHOP

MECH

TOOL RM

OFFICE

LATRINE

E E

EE E

E E

EEE

E E

0+50

EXPANSION

TREATMENT PLANT

WASTEWATER

F F

F/T

NEW WATER LINE 100PVC

F/T

F I

C H

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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: 1:700

SCHEDULE #1 (CONSTRUCT/ALTERATION)

WARRIOR BASE

SITE LAYOUT PLAN - 3

SCOPE OF WORK

SITE LAYOUT PLAN - 3 AND

SCOPE OF WORK

184001

REPAIR FIRE STATION BUILDING S-277

C-5

DOUBLE SWING GATE

REPLACE TWO(2) 7.2M W

OF ALL CHAIN LINK FENCE

AND REMOVE TREES AND VEGETATION 2.0M IN AND OUT

AND GROUND IS BIGGER THAN 100MM, APPROX. 1,450.0 LM

AND BLOCK W/ REBAR WHERE GAP BETWEEN BOTTOM RAIL

REPLACE EXST DETERIORATED CHAIN LINK FENCE W/ NEW (FE-10)

DOUBLE SWING GATE

REPLACE ONE(1) 8.2M W

IN AND OUT SIDE OF CHAIN LINK FENCE, APPROX. 2,900.0 LM

PUT WEED CONTROL MAT AND COCONUT MAT 1.0M EACH BOTH

EVERY 50M. 30 EA

ON OUTER CHAIN LINK FENCE

REPLACE WARNING SIGN PLATE

AND REMOVE TREES AND VEGETATION 2.0M IN AND OUT OF ALL CHAIN LINK FENCE.

AND GROUND IS BIGGER THAN 100MM,

AND BLOCK W/ REBAR WHERE GAP BETWEEN BOTTOM RAIL

1. REPLACE EXST DETERIORATED CHAIN LINK FENCE W/ NEW (FE-10)

2. REPLACE THREE(3) DOUBLE SWING GATE.

3. REPLACE WARNING SIGN PLATE ON OUTER CHAIN LINK FENCE EVERY 50M.

IN AND OUT SIDE OF CHAIN LINK FENCE.

4. PUT WEED CONTROL MAT AND COCONUT MAT 1.0M EACH BOTH AND REMAIN OLD FENCE FOR THE CONSTRUCTION.

1. THE NEW FENCE SHOULD BE INSTALLED 1.0M OUT OF EXIST FENCE

* SPECIFIC NOTES:

B C D

E F G H

SYMBOL 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

-6

GRADING SECTION

SCALE: HORI = 1 / 150

VERT = 1 / 30

1:150

0 10M7.552.5

1:30

0 2M1.510.5

C-6

GRADING SECTION

CHOE, S M

E L

E V

A T I O

I N

T E

R S

184001

2ND FL

1ST FL

2ND FL

1ST FL

EFEL 20.40

NEW FIRE STATION

EFEL 19.96

EXST FIRE STATION

ROOM

SPRINKLER

EXST GL

EXTERIOR STAIR

CON'C RETAINING WALL

W/ HANDRAIL

CON'C STEP

WARRIOR BASE

SCALE: 1/25

SCALE:

ELEVATIONS

1/25

GLAZED CLAY

ROOF TILE

(TYP)

FACE BRICK

(TYP)

POLISHED FINISH

GRANITE CAP

(TYP)

EFS W/ O INSUL

(TYP)

STEEL GRILLE

(TYP)

DASHED LINE

FOR ROOF

(ABOVE)

1 2 AB

1 2

DASHED LINE FOR

CONC WALL (BELOW)

GLAZED CLAY

ROOF TILE

ROOF PLAN

SCALE: 1/25

0 300 600 1200mm

SCALE: 1:25

3A 3B 3C

GRILLED METAL HOLLOW

CORE DOOR

GLAZED CLAY

ROOF TILE

(TYP)

1 2

SMOOTH CONC

FINISH

DRAIN

PIPE

DRAIN PIT

(SEE CIVIL FOR

LOCATION)

VERIFY SITE

CONDITION

DASHED LINE

FOR LOUVER

(BELOW)-TYP

SST COVERED

FLOOR DRAIN

(VERIFY LOCATION

PER DRAIN PIT-

SEE CIVIL DWG)

LEGEND

200 THK CONC WALL

W/ FACE BRICK

8.6 SM (92.6 SF)

BUILDING AREA

NOTE

1. ALL EXTERIOR & INTERIOR

COLOR SHALL BE APPROVED

BY DPW.

2. SEE CIVIL DRAWING FOR

LOCATION

L1 L3 L2

DASHED LINE

FOR STOOP

PER PLAN

STEEL GRILLE

(TYP)

L4STEEL GRILLE

(TYP)

GLAZED CLAY

ROOF TILE

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

4- 4-

FLOOR PLAN

1200 1200 1200

900 1800 900

900900

3600 900900

2000 800

TRASH BIN - 1

C-7

7 7

WARRIOR BASE

COATING

ON CONC SLAB

FACE BRICK

(TYP)

GLAZED CLAY

ROOF TILE

NON-SLIP

CONC FINISH

STOOP

STEEL

GRILLE DOOR

GRANITE

(TYP)

EFS W/ O INSUL

(TYP)

STEEL GRILLE

(TYP)

SCALE:

CROSS SECTION

1/30

SCALE:

CROSS SECTION

1/30

COATING

ON CONC SLAB

GLAZED CLAY

ROOF TILE

W.P

WORKING

POINT

1% SLOPE FL

3A 3B

SCALE:

CROSS SECTION

1/30

W.P W.P W.P

21B A

NFSM (TYP)

FLOOR DRAIN PIPE

CONNECTION TO

CIVIL DRAIN PIT

COATING ON SCP

ON CONC WALL

(TYP)

COATING ON SCP

AT ABOVE GRILLE

(TYP)

PUC-1: POLY URETHANE COATING FOR

FLOOR, WALL & CEILING

SIKA KOREA,

PRIMER; SIKAFLOOR 161 W/ SAND

1ST COAT; SIKAFLOOR 85 (3MM )

2ND COAT; SIKAFLOOR 359N

COLOR; RAL7038, AGATE GREY

(APPROVED BY USER)

OR APPROVED EQUAL

NOTE FOR COATING

1% SLOPE

W.P

O F

WORKING

POINT

GLAZED CLAY

ROOF TILE

EFS W/ O INSUL

ON CONC SOFFIT

20x20

WATER DRIP

GLAZED CLAY

ROOF TILE (TYP)

GLAZED CLAY

RIDGE CAP TILE

GLAZED CLAY RIDGE

TILE W/ COPPER TILE

WIRE

LATEX MORTAR

100x100 TREATED

WOOD W/ 6 DIA EXP

BOLTS @ 600 OC (TYP)

EPOXY PAINT

ON CONC SLAB

75 THK RIGID

INSULATION

SELF ADHESIVE

VAPOR BARRIER

ON CONC

COATING ON SCP

AT ABOVE GRILLE

EFS W/ O

INSUL

75 THK RIGID

INSULATION

SELF ADHESIVE

VAPOR BARRIER

ON CONC

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

0 300 600 1200mm

SCALE: 1:25

900900

900200

TRASH BIN - 2

C-8

WARRIOR BASE

AE601

DOOR/ LOUVER TYPE

HARDWARE SCHEDULE

HDW

- 1

REMARKS

CUT

UNDER

GLASSLOUVER

DETAILS

TRANMULLSILL

HEADTHKHGT

44.52100 1A

WIDTHHGTWIDTH

ROUGH OPEN'G

9001000

JAMB

MATERIAL

FRAME

METALA METAL

RATED

FIRE

(HR)

DOOR/ LOUVER SCHEDULE

DOOR &

LOUVER

DOOR &

LOUVER

TYPE DOOR &

LOUVER

DOOR/ LOUVER

DIMENSION

STL 4002000 - - -

20010050

SCALE: 1:5

DOOR & LOUVER DETAILS

1/5SCALE:

AE601

1B 1C

HEAD/ JAMB/ SILL

GRILLED

METAL HOLLOW

CORE DOOR

METAL FRAME

5 THL STL PLATE

@ 50 OC (WELDED)

SEALANT (TYP)

WOOD SHIM

D O

O R D

O (4 PER JAMB ONLY)

W/ 9 DIA EXP BOLTS

METAL FRAME

W/ SOLID GROUT

JAMB

D O

O R D

R O

COATING

ON CONC SLAB

S I L L

COATING

ON CONC WALL

FACE BRICK

WOOD SHIM

SEALANT (TYP)

NON-SLIP CONC

FINISH STOOP

40x40x6 SST ANGLE

W/6 DIA AHR ROD

AE601

A B

4002000

4001200

STEEL GRILLE (FACTORY FINISH)

W/ SST INSECT & BIRD SCREEN

AE601

1) 1) 2EA

L4 C - - -4001200

STL

STL STL

STL STL 1) 3EA1)

(TYP)

(T Y

GRILLED METAL HOLLOW CORE DOOR

W/ METAL FRAME

W/ INSECT & BIRD SCREEN

(FACTORY FINISH)

STEEL GRILLE (FACTORY FINISH)

W/ SST INSECT & BIRD SCREEN

HDW-1

1 1/2 PR HINGE A5112 114x114

1 FULL PLATE J405

1 DOOR STOOP

AE601

1 LOCKSET, 4000-1, F75

(LEVER TYPE HANDLE

SST INSECT &

BIRD SCREEN

GRILLED

METAL HOLLOW

CORE DOOR

GRILLED

METAL HOLLOW

CORE DOOR

3 THK STL PLATE

WELDED TO DOOR

FRAME

5 THL STL PLATE

W/ 6 DIA BOLT & NUT

@ 600 OC (MAX)

5 THK STL PLATE

W/ 6 DIA EXP BOLT

@ 600 OC (MAX)

R O

EFS W/O INSUL

ON CONC SOFFIT

5 THK STL PLATE

@ 50 OC (WELDED)

EFS W/O INSUL

ON SCP ON

ABOVE GRILLE

SST INSECT &

BIRD SCREEN

HEAD/ JAMB

HEAD OR SILL (STL GRILLE)

R O

S I L L1E

COATING

ON CONC WALL

SST INSECT &

BIRD SCREEN

5 THK STL PLATE

W/ 6 DIA EXP BOLT

@ 600 OC (MAX)

5 THL STL PLATE

@ 50 OC (WELDED)

SEALANT

POLISHED FINISH

GRANITE CAP

FACE BRICK

R O

(2 EA)

P L A N

DOOR

S E C T I O N

STEEL TUBE

CONC STOOP

WELDED TO

STEEL PLATE

50 x 50 x 6THK

EYEBOLT

HOOK &

DOOR

HOOK & EYEBOLT

STEEL TUBE

CONC)

GAL STEEL

80x80x3.2 THK

50 x 50 x 6 THK STEEL

80x80x3.2 THK

WALL TYPE BUMPER L02101

GAL STEEL TUBE

(FILLED W/CONC)

PLATE WELDED TO

WALL TYPE BUMPER L02101

YELLOW STRIPS

BLACK BACKGROUND

TUBE (FILLED W/

DOOR STOP DETAILS

1/5SCALE:

AE601

CONCRETE FOUNDATION

170 x 170 x 6THK STEEL PLATE

WELDED TO STEEL TUBE

SEALANT

5 THK STL PLATE

W/ 6 DIA EXP BOLT

@ 600 OC (MAX)

AE602

EFS W/O INSUL

ON SCP ON

CONC WALL

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

400400400400400

400400400

250x250

TRASH BIN - 31

C-9

WARRIOR BASE

SCALE: 1/30

DASHED LINE

FOR ROOF

(ABOVE)

1 2

DASHED LINE FOR

CONC WALL (BELOW)

AE301

SCALE: 1/30

TOP & BOT BARS

HD16 @200 O.C.

200THK

CONCRETE

WALL

400THK

CONCRETE MAT

SLAB

TOP & BOT MOST BARS

HD16 @200 O.C.

TOP & BOT MOST BARS

HD13 @200 O.C.

TOP & BOT BARS

HD13 @200 O.C.

150THK

CONCRETE

SLAB

SF301

SCALE:

CROSS SECTION

1/30

W.P

WORKING

POINT

1% SLOPE FL

B A

NFSM (TYP)

HD10 @200 O.C.

STIRRUPS

4-HD16 BOT.

BARS

HD13 @300 O.C.

EW & EF

HD16 @300 O.C.

EW & EF

HD13 @300 O.C.

EW & EF

5-HD16 TOP

BARS

1-HD16 BARS

2-HD13 HOR.

BARS

SF001

SEE

FOR STOOP

DETAIL

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

FLOOR PLAN ROOF PLAN

900 1800 900

900900

3600 900900

TRASH BIN - 4

1 2

10 10

C-10

WARRIOR BASE

CHOE, S M.

B C D

E F G H

SYMBOL 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

LEGEND :

EXPANSION JOINT

REINFORCED PCC

CONTRACTION JOINT

CONSTRUCTION JOINT

W W

D D

A/G

OIL TANK

SCALE: 1 / 100

1:100

0 8M642

R R

R R R R R

RRRRRR

R R

4 @ 5.0 = 20.00

REINFORCED PCC CONCRETE

CONTRACTION JOINT

C-11

WARRIOR BASE

184001

REPAIR FIRE STATION BUILDING S-277

PCC JOINT LAYOUT PLAN

CONTRACTION JOINT

NOTE; DOWEL DIAMETER AS INDICATED

THIS END OF DOWEL

D13 BARS @ 305 OC

DOWELED CONSTRUCTION JOINT

25mm DIA X 406mmL @ 305 OC

THIS END OF DOWEL

CONSTRUCTION JOINT SEALANT DETAIL

FNSH GRADE

25mm DIA X 400mmL @ 380 OC

THIS END OF DOWEL

EXST PCC PAVEMENT

TACK COAT

SECTION

SLAB REINFORCEMENT DETAIL

(ODD-SHAPED SLAB & MISMATCHED JOINT)

PLAN

NOT TO SCALE

DOWELED

EDGE OF PCC PAVEMENT

FOR PCC REINFORCED PAVEMENT ONLY

JOINT SEALANT

PAINT AND OIL

203 203

OR CONSTRUCTION JOINT

D13 BARS @ 305 OC EW

13mm DIA WELDED WIRE FABRIC

OR 300mm X 300mm X

13mm DIA WELDED WIRE FABRIC

OR 300mm X 300mm X

NOT TO SCALE

THICKENED EDGE EXPANSION JOINT

19mm PREFORMED JOINT FILLER

NOT TO SCALE

JOINT SEALANT

PAINT AND OIL

EXPANSION JOINT SEALANT DETAIL

NOT TO SCALE

(3mm WIDER THAN NOMINAL WIDTH OF JOINT)

SEPARATING MATERIAL

BOND BREAKING TAPE OR

19mm PREFORMED JOINT FILLER

POURED JOINT SEALANT

203 203

CAST-IN-PLACE OR

DRILL & GROUT DOWEL

NEW PCC PAVEMENT

NOT TO SCALE

POURED JOINT SEALANT

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

BUTTED JOINT

OTHER STRUCTURES

BLDG & MANHOLES OR

203203

240mm THK PCC

SURFACE COURSE

JOINT SEALANT

NOT TO SCALE

TRANSITION FOR

THICKENED EDGE

EXST AC SURFACE COURSE

EXST BASE COURSE

EXST SUBBASE COURSE

240mm THK PCC PAVEMENT

THICKENED EDGE

NEW PCC/ EXST AC PAVEMENT JOINT

NOT TO SCALEAND THICKENED EDGE

TYPICAL-PCC PAVEMENT SECTION

1. SEALANT DEPTH MUST BE 1.0 TO 1.5 TIMES THE WIDTH.NOTE:

BASE COURSE

350mm THK 100% COMPACTION

EXPANSION JOINT BETWEEN

NEW/EXST PCC PAVEMENT

NOT TO SCALE

200 200

EXPANSION CAP SLIP FIT

NEW PCC PAVEMENT

DRILL & GROUT DOWEL

JOINT SEALANT

PAINT AND OIL

25.4mm DIA X 406mmL @ 305mm OC

75 MAX

107.3 +-12.7

CONTRACTION JOINT

NOT TO SCALE

JOINT SEALANT

WWF #6 X #6 /150 X 150

NOT TO SCALE

CONTRACTION JOINT SEALANT DETAIL

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

POLYCHLOROPRENE FOAM RUBBER

EXTRUDED BUTYL OR

NON-ABSORPTING FILLER MATERIAL

NONREACTIVE TO SEALANT AND

COMPRESSIBLE, NONSHRINKING, NONSTAINING,

3 (MIN)

613 TO 16

POURED JOINT SEALANT

NO.6-150X150 WWF

5J1

5J2

B C D

E F G H

SYMBOL 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

PCC PAVEMENT DETAIL

CHOE, S M.

CIVIL

AS SHOWN

WARRIOR BASE

184001

REPAIR FIRE STATION BUILDING S-277

PCC PAVEMENT DETAIL

C-12

50mmx25mm SCREW BUSHING

(SINGLE BODY)

AIR AND VACUUM VALVE

SEE TABLE

19mm DRAIN ROCK

D13 @ 300mm O.C.E.W.

STREET ELBOW

C.I. MANHOLE COVER WITH FRAME

W/EXTENSION

25mm OR 50mm COMBINATION

SEE DWG. NO. C0605

TO THE COMBINATION AIR VALVE.

D13 @ 300 O.C.E.W.

5. AIR - VACUUM VALVE MANHOLES 1,2m IN

4. VALVES WITHIN WATER DISTRIBUTION SYSTEM

SPECIFIED ON THE CONSTRUCTION PLANS.

DEPTH OR GREATER SHALL HAVE A LADDER.

1. SLOPE OF THE STEEPEST PIPE ADJACENT

2. FOR PIPE LINES LARGER THAN 300mm. SEE PLAN.

3. COMBINATION AIR - VACUUM VALVE OF THE

SIZE INDICATED BY TABLE SHALL BE USED

IN THIS INSTALLATION UNLESS OTHERWISE

(TYP.)

D.I. PIPE

THROUGH WALL

NOTE:

SHALL BE 25mm.

METHOD.

THROUGH WALL

DUCTILE IRON PIPE

50mm THREADED O.S PIPE (TYP.)

THROUGH WALL (TYP.)

ONE SECTION D.I. PIPE

CELLULAR GLASS INSULATION

COMBINATION AIR AND VACUUM VALVE

200 900

CELLULAR GLASS INSULATION

BELL TYPE JOINT

(SINGLE BODY)

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

PIPE SLOPE (%)

SEE NOTE 1

PLAN

C.I. MANHOLE FRAME AND COVER

LADDER

SEE NOTE 5

VALVE SIZE IN WATER

TRANSMISSION LINES

(SEE NOTE 4)

100-200

0.25

(mm)

PIPE SIZE

0.5

C.I., D.I., PVC, STEEL

25 25

25 2525

ALL SIDES

300 (TYP.)

SEE PLAN

PAVED SECTION

500 DIA.

2EA - 90

MARKED "WATER"

GATE VALVE

50mm THICKNESS

50mm x 25mm REDUCER

V A

(TYP.)

MASTIC CAULKING

(TYP.)

C.I. TAPPED TEE

UNION

MIN.

900 (MIN.)

10 25 5050

(100 TO 300 DIAMETER) CONCRETE SUPPORT

SECTION

FINISH GRADE

ADD D13 4 SIDES

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

V A

BELL TYPE JOINT

B C D

E F G H

SYMBOL 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

CHOE, S M.

CIVIL

AS SHOWN

SCALE: NONE

COMBINATION AIR - VACUUM VALVE INSTALLATION

- 5

C-13

WARRIOR BASE

184001

AIR - VACUUM VALVE INSTALLATION

PUMPER CONNECTION113mm

DRAIN TRAFFIC MODEL

FREE DRAINING BROKEN

STONE OR GRAVEL 21 CUBIC cm

(GUARD POST NOT SHOWN)

375 SQ CONCRETE COLLAR

CONCRETE THRUST BLOCK

DRY BARREL WITH AUTOMATIC

FIRE HYDRANT

FACING STREET

P A

V E

O A

D W

A Y

NO. C0403

SEE DWG.

NO. C0408

THRUST BLOCK

SEE DWG.

GATE VALVE

WATER MAIN

TEE

PLAN

SHOULDER

1,200

W/CONCRETE COLLAR

SEE DWG. NO. C0403

VALVE BOX

1,800 MIN. TO 2,100 MAX.

C.I. OR

D.I. PIPE

VAVE BOX

SEE DWG.

NO. C0403

TEE

GATE VALVE

NO. C0403

SEE DWG.

THRUST BLOCK

19mm STEEL TIE ROD

ELEVATION

SEE PLAN

VARIES

0 5

GUARD POSTS

CONCRETE THRUST BLOCK

AUTOMATIC DRAIN HOLE

GUARD POST

1,800 MIN. TO 2,100 MAX.

EDGE OR PAVING OR FACE

OF CURB TO FIRE HYDRANT

63mm HOSE CONNECTION

FIRE HYDRANT GUARD POST

ARE TO BE VERIFIED

FOR AIR FORCE PROJECTS HYDRANT

AND GUARD POST PAINTING REQUIREMENT

NOT TO SCALE

NOTE:

CONCRETE BASE

FIRE HYDRANT

WELDED CAP

50 GALVANIZED STEEL PIPE

STEEL PIPE

100mm GALVANIZED

PAINTED YELLOW

GUARD POST

PLAN

CONNECTION

63mm HOSE

113mm

FIRE HYDRANT

PUMPER

CONNECTION

375 SQ

CONCRETE COLLAR

SECTION

A P

P R

O X

NOT TO SCALE

RESTRICTIVE FIRE HYDRANT INSTALLATION

THRUST BLOCK

WATER MAIN

HERE

PRACTI

CAL

STEEL PLATE

6mm THICKNESS

EDGE OF PAVING OR FACE CURB

2, M

WATER MAINW

GATE VALVE

T O

TOP HYDRANT

25mm LOWER THAN

BRANCH PIPE

TO BE

BOTTOM OF

GUARD POST

100 GALVANIZED

GUARD POST

FIN. 4EA

STEEL PIPE

PAINTED YELLOW

GROUND LINE

FIN. 3EA

YELLOW PAINTED

CONNECTION

63mm

113mm

HOSE

PUMPER

E D

G E

A V

A C

U R

STEEL PIPE

50mm GALVANIZED

GUARD POST IF SHOWN ON PLAN

THRUST BLOCK

SEE DWG.

NO. C0408

WATER LINE FIRE HYDRANT

TO FACE ROADWAY

PUMPER CONNECTION113mm

SEE DWG NO. C0402

CHOE, S M.

B C D

E F G H

SYMBOL 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

TYPICAL FIRE HYDRANT INSTALLATION

SEE

SEE NOTE

* NOTE: THE HYDRANT SHALL BE RAISED UP TO KEEP MORE THAN MIN. 450MM CLEARENCE.

NOT TO SCALE

TYPICAL FIRE HYDRANT GUARD POST2

WARRIOR BASE

184001

REPAIR FIRE STATION BUILDING S-277

C-14

AND GUARD POST

TYPICAL FIRE HYDRANT INSTALLATION

FOR PCC PAVEMENT DET

SAWCUT

BEDDING - SELECT

GRANULAR MATERIAL SHALL

INITIAL BACKFILL

SATISFACTORY BACKFILL

UNYIELDING MATERIAL

TO THE NECESSARY SIZE AT EACH

JOINT OR COUPLING TO ELIMINATE

1. BELL HOLES SHALL BE EXCAVATED

POINT BEARING.

NOTE:

BE FREE OF ROCK 15mm OR LARGER

TYPICAL TRENCH SECTION

UNYIELDING MATERIAL TRENCH BOTTOM

GATE VALVE W/BOX

FIRM UNDISTURBED

EARTH (SEE NOTE 1 AT RIGHT)

NOTE:

OD+600 FOR PIPES 600 OR LESS

TW = (

0 TW

NOT TO SCALE

OD+900 FOR PIPES LARGER THAN 600

OR SEEDED AREAS

FOR SIDEWALK, TURFED

OR MISC AREA

EARTH TRENCH BOTTOM

- NOT TO SCALE

NON-TRAFFIC INSTALLATION1A

NOT TO SCALENOT TO SCALE

PLAN - VALVE BOX

TRAFFIC INSTALLATION1B

NOT TO SCALE

UNDISTURBED SOIL

P R

O F

CONCRETE BASE

2 EACH (SEE TABLE ABOVE RIGHT)

REBAR TIE RODS

WATER MAIN

V A

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

CONCRETE BASE

WATERWATER

TRAFFIC TYPE

2A CI VALVE BOXES

CONCRETE BASE RING

GATE VALVE MIN

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-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

B C D

E F G H

SYMBOL 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

CHOE, S M.

CIVIL

AS SHOWN

C-14

GATE VALVE AND DETAILS

WARRIOR BASE

184001

TYP PCC PAVEMENT RESTORATION SECTION

MIN

EXPANSION JOINT(TYP)

SUBGRADE

SUBBASE COURSE

EXIST 100THK

SECTION

SEE TYP TRENCH

(BOTH SIDE)

EXIST PCC PAVEMENT

MIN

NEW 300 PCC SURFACE COURSE

THK BASE COURSE

SECTION

CONC

BELLxPLAIN END SLEEVE (TYP)

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

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

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)

FRAME - PLAN

SECTION

COVER - PLAN

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

S E

E P

L A

M A

200 400

300 300

32�

25MIN

295 200

25650

600 MIN

775 MIN W/LADDER

150 663 150

32�

0 2

25MIN 19

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

SEWER M/H

CHOE, S M

C-16

WARRIOR BASE

184001

SEWER M/H

NFSM

CI COVER - TRAFFIC RATED

CI COVER

1.5

0.5%

OIL-WATER INTERFACE

NOTES:

50 O VENT

MANIFOLD

ANCHOR BOLT

AND TURNBUCKLE

SEE NOTE 1

LIMIT OF

EXCAVATION

CI COVER - TRAFFIC RATED

SIZE TO FIT MANUFACTURER'S

REQUIREMENTS (TYPICAL)

50 CLEAN WATER

SAMPLING PORT

WITH DUST CAP

INLET

BAFFLE

50 O VENT

3600 HIGH

100 THK

BASE COURSE

DIP WITH FLANGE

TO DRAIN

150 0 SLUDGE

CLEAN OUT

50 0 WASTE OIL

REMOVAL LINE

ANCHOR STRAPPING

SEE NOTE 2

COALESCING

PLATE

PACK

D13 REBAR @

300 OC, EW

50 DIA SCH 40

D13 REBAR @

300 OC, EW

50 DIA SCH 40

100 O GALV

STEEL POST

FIN GR

NOTE:

SLOPE SHALL NOT EXCEED

1.5 : 1WITHOUT SHORING

CONC FOOTING

21 MPa

MANWAY

COVER

BEDDING

MATERIAL

BACKFILL

SEE NOTE 3

TANGENT U-BOLT

GALV (TYP FOR 2)

DRAIN LINE

FROM WEIR CHAMBER

OUTLET PIPE

TO DRAIN

BEDDING MATERIAL

CLEAN

WATER

CHAMBER

SEPARATION

CHAMBER

1800x4000x150 THK CONC SLAB

152x152 MW18.7x18.7 WIRE MESH

1A S E C T I O N

1B E L E V A T I O N

VENT SUPPORT POST

C-506

1. ANCHOR BOLT AND TURNBUCKLE PROVIDED BY TANK MANUFACTURER.

ANCHOR BOLT TO HAVE A MINIMUM CONCRETE BURIED DEPTH OF 150.

2. STEEL FLATBAR STRAP WITH RUBBER PROTECTING STRIP TO BE

SUPPLIED BY TANK MANUFACTURER.

3. NO PARTICLE SIZE SHALL BE GREATER THAN 25 DIA.

4. WHEN ANCHORING BY MEANS OF A CONCRETE SLAB IS REQUIRED,

THE TANK MUST NOT BE PLACED DIRECTLY ON THE PAD. A LAYER

OF BEDDING MATERIAL AT LEAST 150mm DEEP MUST BE SPREAD

EVENLY OVER THE DIMENSIONS OF THE PAD TO SEPARATE THE

TANK FROM THE PAD.

5. THE SIZES OF CI COVERS WILL VARY DEPENDING ON THE

MANUFACTURER. AS A MINIMUM, PROVIDE MANWAY OPENING, ETC.

DIAMETER PLUS 150 FOR THE SIZE OF THE CI COVER.

6. THE OIL-WATER SEPARATOR CAPACITY FOR THIS PROJECT IS

100 GPM OR 6.31 LPS.

7. THE OIL-WATER SEPARATOR SHALL HAVE AN INTERSTITIAL

MONITORING SYSTEM AND A HIGH LEVEL ALARM.

SEE ELECTRICAL SHEET -.

8. CONCRETE TIE-DOWN SHALL BE SIZED TO PREVENT UPLIFT.

ASSUME WATER LEVEL AT FINISHED GRADE. CONCRETE COMPRESSIVE

STRENGTH SHALL BE 21 MPa AT 28 DAYS.

0 6

V E

E A

V E

E A

V E

M I

PER TANK

MANUFACTURER

300 MIN

TYP

300 MIN

TYP

DIA

PER TANK MANUFACTURER

SEE NOTE

TYP

300 MIN

TYP

CHOE, S M.

B C D

E F G H

SYMBOL 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

- NOT TO SCALE

2 ADD THIS SHEET

C-17

OIL - WATER SEPARATOR1 WARRIOR BASE

184001

OIL - WATER SEPARATOR

NOT TO SCALE

FUEL OIL SYSTEM INSTALLATION DETAIL

P L A N

"A" "A"

ACTUAL TANK SIZE

A C

T U

A L

A N

1. THE FOUNDATION SHALL BE SUITABLE TO SUPPORT THE TANK PLUS 100% OF ITS CONTENTS WHEN FULL.

3. REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 40 OR KS D 3504, CLASS 3.

NOTES:

2. CONCRETE COMPRESSIVE STRENGTH (@ 28 DAYS) SHALL BE NOT LESS THAN 210 kg/ cm2.

4. ANCHOR BOLTS SHALL CONFORM TO ASTM A 325, A 490 OR KS B 1010 INCLUDING NUTS & WASHERS.

MUNSAN (CP GIANT)

TONGDUCHON (CP CASEY)

UIJONGBU (CP RED CLOUD)

CHUNCHON (CP PAGE)

YONGSAN

PYONGTAEK (CP HUMPHREYS)

WONJU (CP LONG)

TAEGU

WAEGWAN

PUSAN

LOCATION

CONC PAD ACTUAL EQUIPMENT SIZE

N F S M.

S E C T I O N "A" - "A"

F R

P T

GRAVEL FILL

COMPACTED

FIN GL

TANK (CYLINDRICAL)

1,200

1,050

150 450150

50 mm CLR

300 mm THK

80 mm CLR

25 mm CHAMFER

TO POWER SUPPLYTO PROBES & SENSORS

( SEE LEVEL-LEAK MONITORING PANEL INSTALLATION DETAILS )

LEVEL-LEAK MONITORING PANEL

(W/ AUDIBLE ALARM & ALARM LIGHTS)

PNEUMERCATOR P/ N E-700-1 OR APPROVED EQUAL

CONTAINMENT SUMP

TO MONITORING PANEL

SIGNAGE

FILL PIPE LOCKING CAP

FILL PIPE ADAPTER

LADDER

DROP TUBE

LADDER SUPPORT

SUMP LIQUID SENSOR

NORMAL ATMOSPHERIC VENT

FUEL SUPPLY LINE

#4 BARE COPPER WIRE

FUSION WELDING

EXOTHERMIC WELDING

CONDUIT

EMERGENCY VENT FOR PRIMARY TANK

TO MONITOR PANEL

FUEL RETURN LINE

TO MONITORING PANEL

SECONDARY TANK

EMERGENCY VENT

STI F921 TANK

COPPER CLAD

GROUND ROD

(CYLINDRICAL)

PNEUMERCATOR P/ N LS600LD-BN

OR APPROVED EQUAL

OVERFILL ALARM AND LIQUID LEVEL TRANSMITTER

PNEUMERCATOR P/ N 2-412W OR APPROVED EQUAL

ASSEMBLY (W/ WATER DETECTION)

INTERSTITIAL LEAK PROTECTION

OR APPROVED EQUAL

PNEUMERCATOR P/ N 9-902

SPILL CONTAINMENT

W/ DRAIN VALVE

ENTRY FITTING

W/ TEST BOOT

ENTRY FITTING 100

FOOT VALVE AS REQUIRED

(SEE GENERAL NOTES NO. 10)

MANWAY

FROM FUEL OIL TANK

TO FUEL OIL TANK

COMPRESSION FLARED FITTING

COPPER TUBE

FUEL UNIT NO. 1

FUEL UNIT NO. 2

COPPER TUBE

FILTER

MANUAL SHUT-OFF

VALVE

EXTERIOR WALL OF BLDG STRUCTURES

TO POWER SOURCE

CONDUIT SUPPORT (TYPICAL)

WALL MOUNTED TYPE

FOR PROBE AND

SENSOR CABLES

#8 AWG "BC"

GROUND ROD, COPPER CLAD

W/ WELDING CONNECTION

CONDUIT SUPPORT (TYPICAL)

( - 250 x 90 x 9 mm)

CHANNEL

G.L

CONCRETE FOUNDATION

CHANNEL MOUNTED TYPE

TO POWER SOURCE

CLAD STEEL, 20 x 3,000 mm LG

GROUND ROD, COPPER CLAD

W/ WELDING CONNECTION

#8 AWG "BC"

FOR PROBE & SENSOR CABLES

15 mm C

CLAD STEEL, 20 x 3,000 mm LG

(300 x 300 x 600 mm H)

15 mm C

NOT TO SCALE

LEVEL-LEAK MONITORING PANEL INSTALLATION DETAIL

S SR

CAPACITY

LITER (GAL)

(550)

(1,000)

(1,500)

(2,000)

(2,500)

(3,000)

(4,000)

(5,200)

(6,000)

(8,000)

(10,000)

(12,000)

2,000

3,700

5,600

7,500

9,400

11,300

15,100

19,600

22,700

30,200

37,800

45,400

DIAMETER

(D)

1,200

1,600

2,100

2,400

1,600

2,400

LENGTH

(L)

1,800

2,700

3,600

4,500

5,400

4,200

4,800

6,450

8,100

9,600

4,200

GAUGE / THICKNESS

INNER

SHELL

INNER

HEADS

OUTER

SHELL

OUTER

HEADS

NO.

REQ.

SADDLE INFORMATION INNER

TANK

E.-VENT

OUTER

TANK

E.-VENT

1,200

1,000

1,900

2,800

3,700

4,600

3,150

3,000

3,600

5,250

6,900

8,400

100 N.P.T

150 N.P.T

200 N.P.T

100 N.P.T

150 N.P.T

200 N.P.T

12 GA.

10 GA.

7 GA.

12 GA.

10 GA.

7 GA.

12 GA.

10 GA.

7 GA.

12 GA.

10 GA.

7 GA.

FUEL OIL TANK SPECIFIYING SCHEDULE

SELECTED MATERIAL FOR PIPE CUSHION

MIN MIN

GRANULAR SAND MATERIAL TO BE

PLACED AND TAMPED BY SHOVEL

PIPE GUIDE/ SLIP BARS

FIBERGLASS / STEEL LADDER

300 TYP.

20 mm ROD (TYP.)

NOT TO SCALE

FUSIBLE VALVE

SHUT-OFF VALVE

DIA

150 150

SATISFACTORY BACKFILL MATERIAL

TO BE PLACED IN LAYER NOT EXCEEDING

150 mm THK COMPACTED

DETECTABLE TAPE TO BE PLACED

AT 300 mm DEPTH BELOW THE

TOP SURFACE OF EARTH

MANUAL SHUT-OFF VALVE

FILTER

FUSIBLE VALVE

COMPRESSION FLARED FITTING

FROM FUEL OIL TANK

15 mm STEEL BAR @ 300 mm O,C.

300 mm THK COMPACTED

STANDARD DOUBLE-WALL HORIZONTAL TANK SPECIFIYING SCHEDULE (mm)

FROST DEPTH (mm)

NOTES:

1. ALL SIZES AND DIMENSIONS ARE NOMINAL, DEPENDING ON MANUFACTURER'S RECOMMENDATIONS.

2. TANK ANCHORING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

1. ALL UNDERGROUND PIPING SHALL BE CONTINUOUSLY SLOPED TO SUMPS.

2. SUMPS SHALL BE PROVIDED AT ALL LOW POINTS, ALL JOINTS AND CONNECTIONS OF UNDERGROUND PIPING.

LEVEL-LEAK MONITORING PANEL

(W/ NEMA 4 WEATHER PROOF ENCLOSURE)

20 mm DIA X 2400 mm LG

1. THE FUEL OIL SYSTEM SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE WITH THE

2. THE BARRIERS SHALL BE PROVIDED, AS INDICATED OR REQUIRED, AROUND TANKS TO PROTECT THE TANK

BE PERFORMED BY INDIVIDUALS TRAINED BY THE MANUFACTURER.

7. DETECTABLE ALUMINUM FOIL PLASTIC-BAKCED TAPE OR DETECTABLE MAGNETIC PLASTIC TAPE SHALL BE

PROVIDED FOR WARNING AND IDENTIFICATION OF BURIED PIPING.

8. THE PRESSURE AT THE OIL SUPPLY INLET TO BURNER OIL PUMPS SHALL NOT BE GREATER THAN 3 PSIG, UNLESS

4. PROVIDE ONE (1) TANK MANWAY FOR TANKS, 1,000 GALLONS AND LARGER AND TWO (2) TANK MANWAYS

AND AN INTERIOR TANK LADDER.

MAINTENANCE THAT COMPLIES WITH APPLICABLE OSHA STANDARD AND BUILDING CODES.

5. AN EXTERNAL LADDER SHALL BE PROVIDED TO ALLOW ACCESS TO TOP OF TANK FOR FILLING AND

AGAINST VEHICULAR COLLISION IN ACCORDANCE WITH PARA, 4.3.7.2 OF NFPA 30A (2000 EDITION)

DISTANCE OF 10 FEET.

12. THE TANKS SHALL BE SEPARATED FROM THE NEAREST LINE OF ADJOINING PROPERTY BY THE MINIMUM

REQUIREMENTS OF THE NFPA 30 & 31, O&MA STANDARD SPECIFICATIONS AND MANUFACTURER'S WRITTEN

GENERAL NOTES FOR FUEL OIL SYSTEM

9. WHEN THE BOTTOM OF OIL TANK IS ABOVE THE BURNER LEVEL, SIGNLE SUPPLY AND RETURN LINE SHALL BE

BEFORE COMMENCING CONSTRUCTION.

BE NO MORE THAN 10" HG FOR SINGLE-STAGE PUMP AND 15" HG FOR TWO-STAGE PUMP.

(W/ AUDIBLE ALARM & ALARM LIGHTS)

PNEUMERCATOR P/ N E-700-1 OR

APPROVED EQUAL

450mm

S R H

FROM FUEL OIL TANK

TO FUEL OIL TANK

COMPRESSION FLARED FITTING

COPPER TUBE

FUEL UNIT NO. 1

FUEL UNIT NO. 2

COPPER TUBE

FILTER

MANUAL SHUT-OFF

VALVE

FUSIBLE VALVE

MANUAL SHUT-OFF VALVE

FILTER

FUSIBLE VALVE

COMPRESSION FLARED FITTING

BURNER PIPING DETAIL

CONCRETE FOUNDATION DETAIL

INTERIOR TANK LADDER DETAIL

BURNER PIPING DETAIL #1

BURNER PIPING DETAIL #2

UNDERGROUND FUEL OIL PIPING

BUNG FITTING

DOUBLE-TAPPED

BE PROVIDED. FOR TWO OR MORE BURNERS, INDIVIDUAL SUCTION LINES WITH A COMMON RETURN LINE SHALL

INSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE FUEL OIL SYSTEM FOR APPROVAL

FOR TANKS LARGER THAN 5,000 GALLONS. TANK MANWAY SHALL BE PROVIDED WITH A MANWAY COVER

6. ABOVEGROUND PIPING SHALL BE STEEL. UNDERGROUND PIPING SHALL BE OF FLEXIBLE, SECONDARILY

CONTAINED THAT IS DESIGNED AND LISTED IN COMPLIANCE WITH UL 971 AND NFPA 30. INSTALLATION SHALL

THE PUMPS ARE APPROVED FOR A HIGHER INLET PRESSURE. THE VACUUM READING ON THE FUEL UNITS SHALL

PROVIDED FOR SINGLE OR MORE BURNER(S). (SEE BURNER PIPING DETAIL #1)

11. PROVIDE ALL ASSOCIATED CONDUITS AND WIRING TIED INTO THE LEVEL-LEAK MONITORING PANEL. THE

MONITORING PANEL SHALL BE LOCATED SO THAT THE PERSON FILLING THE TANK CAN HEAR THE ALARM AND

HALT THE TANK FILLING PROCEDURE.

3. TANKS SHALL BE CYLINDRICAL DOUBLE-WALL CONSTRUCTION. THE PRIMARY AND SECONDARY TANK SHALL

BE MANUFACTURED IN ACCORDANCE WITH STEEL TANK INSTITUTE PUBLICATION NO. F-921. THE STORAGE

TANKS AND SUPPORTS SHALL BE DELIVERED AS A COMPLETE UL LISTED UNIT. A LEGIBLE UL 142 AND

STI F921 LABELS SHALL BE AFFIXED TO THE TANKS.

10. WHEN THE BOTTOM OF OIL TANK IS BELOW THE BURNER LEVEL, A SEPARATE SUPPLY AND RETURN LINE SHALL

BE PROVIDED. (SEE BURNER PIPING DETAIL #2) FOOT VALVE(S) SHALL BE PROVIDED AT THE TERMINATION OF

THE SUCTION LINE(S) WITHIN A STORAGE TANK

PIPING TRENCH DETAIL (TYP.)

B C D

E F G H

SYMBOL 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

TO / FROM OIL-BURNING

APPLIANCE & EQUIPMENT

SLOPE DOWN

OPTION "B"

COUPLINGS / ADAPTORS

(FASTENED TO WALL

OR FOUNDATION)

TRANSITION ASSEMBLY

MECHANICAL ROOM

CONTAINMENT SUMP

TO MONITORING PANEL

CONDUIT

SUMP LIQUID SENSOR

TO / FROM OIL-BURNING

APPLIANCE & EQUIPMENT

OPTION "A"

ENTRY FITTING

W/ TEST BOOT

NOTE

UNLESS OTHERWISE INDICATED, ROUTE FUEL OIL

LINE(S) INSIDE THE MECHANICAL ROOM ALONG

THE INTERIOR WALLS TO AVOIDE OBSTRUCTIONS

CAUSED BY PIPE LINE(S) FOR SAFETY PURPOSES.

JOINT FILLER

12MM THK

#8-100x100 WWF

CON'C W/

#8-100x100 WWF

CON'C W/

JOINT FILLER

12MM THK

CIVIL-

FIRE SPRINKLER SYSTEM

REPAIR BARRACKS S-4008 INCLUDING

PAK, CS

236176

C-18

FUEL STORAGE TANK DETAILS

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

CONC ENCASEMENT

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONE

SOLID SODDING

REINFORCED CONCRETE ENCASEMENT

-19

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE-

CHOE, S M.

B C D

E F G H

SYMBOL 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

2 ADD THIS SHEET

C-19

WARRIOR BASE

184001

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

OD + 600

TYPICAL TRENCH SECTION

SCALE: NONE

19 -

SCALE: NONE

BOLLARD DETAIL

(FEDERAL STANDARD 595a, 30108)

100mm STEEL PIPE

CAST-IN-PLACE

CONC BASE

PAINTED DARK BROWNFNSH GRADE

300 DIA

50mm WIDE STRIPE OF WHITE

REFLECTIVE TAPE

N C

C A P

FILLED W/CONC

MICS. DETAILS - 1

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

M A

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

E R 2

TREAD

EPOXY CAULKING

POST DETAIL

1A 1B

STOOP

DRILL & GROUT DOWEL

@ 300 OC

25mm DIA X 400mmL

1,200

W/ SEALANT

13mm JOINT FILLER

M A

CIVIL

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

CAMP HOVEY

REPAIR BUILDING NO. S-3599

131612

STEEL PIPE PAINTED

MISC. DETAILS - 2

C-20

B C D

E F G H

SYMBOL 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

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

WIRE

TIES

SEE DETAIL

CONCRETE BASE

TRUSS ROD BAND

FENCE POST

TRUSS ROD

(10 0 MIN) FENCE POST

BRACE RAIL

BAND

10 TRUSS ROD

FLEXIBLE

COPPER

BRAID

NOT TO SCALE

STRETCHER

BAR

TRUSS

ROD

PLUNGER

BAR

GATE

LATCH

WIRE

TIES

STRETCHER

BAR

TRUSS ROD

10 0 MIN

TRUSS ROD

10 0 MIN

50 LINE POST

(TYP)

40 0

BRACE

100 0

GATE POST

50 0 PIPE

(GATE FRAME)

60 0

CORNER

POST

CONCRETE

21 MPa

(CAST-IN-PLACE)

#8 AWG SOLID

COPPER WIRE

POST

HINGE

COPPER CLAD STEEL

GROUND ROD

19 0x3050 LENGTH/

10 0 STD

TRUSS ROD

CONNECTOR

FABRIC TOP SELVAGE TO

BE TWISTED AND BARBED

40 0 TOP RAIL-

EXPANSION COUPLING

@ 6000 OC MAX

3 STRANDS

4 POINTS

STRETCHER

BAR

9 GAGE WIRE

FABRIC 50 MESH

STRETCHER

BAR BAND

STANDARD

TRUSS ROD

BAND

TRUSS ROD

10 0 MIN

40 0 TOP RAIL-EXPANSION COUPLING

@ 6000 OC. MAX

13x50x363 STRAP BENT

AS SHOWN

FABRIC

TIE WIRES

TIE WIRE

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

FENCE

POST

FABRIC

9-GAGE TIE WIRES

(600 OC MAX)

FABRIC

TOP & BOTTOM

KNUCKLED

P L A N 5A

ELEVATION

NOT TO SCALE

LINE POST ATTACHMENTS

NOT TO SCALE

WIRE TIES FOR

TOP OR BRACE RAIL

HANDLE

GATE FRAME HANDLE 25x100

STEEL BAR

/32 0 HOLE

(2 EA)

32 0 HOLE

PLUNGER-25x500 MIN

STEEL BAR

M I

P L A N 4A

ELEVATION

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

GATE

NOT TO SCALE

GROUNDING DETAILS

NOT TO SCALE

GATE FRAME

NOT TO SCALE

TRUSS ROD & BAND

NOT TO SCALE

CLAMP FOR BRACE RAIL

FABRIC

FENCE POST

TENSION BAND

(375 OC MAX AND

WITHIN 100 FROM

TOP AND BOTTOM

OF FABRIC)

NOT TO SCALE

STRETCHER BAR BAND

6x20

STRETCHER BAR

TO ENGAGE EACH

FABRIC LINK

NOT TO SCALE

LINE POST DETAIL

100 GATE POST

50 PIPE

GATE FRAME

25 PL 100 0

GATE POST

13x25x138 STRAP

13x38 STRAP BENT

AS SHOWN-2EA-LEGEND

VARIES

13 0 HOLE FOR PADLOCK

(EACH SIDE)

LATCH MOVEMENT

DIRECTION

GATE FRAME

(TYP)

GATE FRAME

(TYP)

2 WASHER

(TYP)

LATCH

PEEN END (TYP)

DRILL 14 FOR

013 BOLT

P L A N 2A

ELEVATION

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

NOT TO SCALE

GATE LATCH

013x100 BOLT WITH

NUT & 6 WASHERS

013x88 BOLT WITH

NUT & 3 WASHERS

13x88x50 PLATE

NOTCHED EACH SIDE

013 BOLT USS THREAD

100 LONG, HEX HEAD

W/NUT

6 5

R16

FENCE

FABRIC

NOTES :

1. ALL FABRIC SHALL BE #9 GAGE GALVANIZED STEEL

WOVEN IN A 50 MESH.

2. ALL DIMENSIONS SHOWN HEREON ARE IN MILLIMETERS.

3. FENCE GROUNDING

a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER (EXCEEDING 60^), EACH SIDE OF EACH

GATE, AND AT 300 METER INTERVALS.

b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF

600 VOLTS SHALL BE GROUNDED AT A POINT DIRECTLY

BELOW THE CROSSING AND 45 METER ON EACH SIDE

OF CROSSING.

c. FENCES PARALLEL TO OR WITHIN 30 METER OF A PRIMARY

POWER LINE IN EXCESS OF 600 VOLTS SHALL BE GROUNDED

EVERY 150 METER.

4. ALL CHAIN-LINK FENCING MATERIALS SUCH AS FABRIC,

POSTS, RAILS, ETC. SHALL BE GALVANIZED FINISHED,

UNLESS OTHERWISE NOTED.

BOLTED

SOLDERLESS

CLAMP

FUSION WELDING

100 0 GATE POST/

GROUNDING

BAND

WIRE TIES

BAND

LINE POST

GATE

FIN GR

BOT RAIL

MULTIPLES OF 3000SEE PLAN3000

30003000

CHAIN LINK FENCE (FE-10)

600 DIA-(3)CONCERTINA

BARBED TYPE WIRE

600 DIA-(3)CONCERTINA

CHAIN LINK FABRIC FENCE AND GATE

BOTTOM RAIL

A B

O V

NOT TO SCALE

G.L

MANPROOF BARRIER REBAR

W/ WELDING

150 @ O.C

D16 GALVANIZED REBAR

2000 2000

CIVIL

WARRIOR BASE

REPAIR FIRE STATION BUILDING S-277

CHOE, S M.

18400121 C-21

CHAIN LINK FENCE AND GATE (FE-10)

1 WARNING SIGN PLATE

B C D

E F G H

SYMBOL 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

WARNING

MILITARY INSTALLATION

unless specifically authorized by the Installation Commander.

or making notes, drawings, maps or graphic representations of this area or its activities are prohibited

Installation all personnel and property under their control are subject to inspection. Photographing and

It is unlawful to enter this area without the permission of the Installation Commander. While on this

This area is patrolled by military working dog teams.

- LETTER COLOR: WHITE

- BACKGROUND COLOR: DARK BROWN

- THE STEEL PLATE SIZE: 927X775X4T

* NOTE:

CIVIL

WARRIOR BASE

REPAIR FIRE STATION BUILDING S-277

CHOE, S M.

184001

WARNING SIGN DETAIL

C-22

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File details come from the government source that posted it. Updated Jun 10, 2024.