Atta 1-2 Drawings_Non-WorkPlanLCS_CIVIL.pdf

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

- 1

GENERAL NOTES :

CIVIL

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

C-1

GENERAL NOTES

REPAIR BARRACKS

GENERAL NOTES

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

SIDEWALK 300.0 SM

CON'C STEPS W/ HANDRAIL 2 EA

AC SURFACE COURSE

N

REMOVAL PLAN

2 SCALE = 1 : 250

CHILLER

T R

CP

T R

A S

H

A

G

G A

L

W

P

VC

W

P

V C

CP

S 200PVC

S

0P

VC

SCOSCO

SCO

SCO

CB

W

P

VC

H C

TI

D

N E

P O

O T

S

H C

O T

S

H

CTI

D

NE

P O E

N

OTS

S

30.0 LMSTONE OPEN DITCH

CON'C CURB

180.0 LM

1250.0 SM

BUSHES RELOCATION IN PROJECT SITE.

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

CONTRACTOR SHALL COORDINATE WITH COR.

2. THE CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVAL.

VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE ESTIMATED QUANTITIES, THE CONTRACTOR SHALL

NOTE:

CHILLER

T R

T R

A S

H

A

G

G A

L

W

P

VC

W

P

V C

S 200PVC

S

0P

VC

SCOSCO

SCO

CB

W

P

VC

H C

O T

S

H C

O T

S

S

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

C-3

SITE LAYOUT PLAN AND SCOPE OF WORK

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1. REPLACE CON'C SIDEWALK.

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

3. EXTEND CON'C SIDEWALK.

4. REPLACE AC SURFACE COURSE.

5. RESTORE CARPET SODDING W/ TOP SOIL.

8. REPLACE 1.2M W CON'C STEP W/ HANDRAIL.

- 3

SITE LAYOUT PLAN

SCALE = 1 : 250

N

- 4

- 6

- 5

APPROX. 10.0 SM

REPLACE CON'C SIDEWALK,

- 5

1APPROX. 12.0 SM

EXTEND CON'C SIDEWALK,

APPROX. 75.0 LM

GRATING DITCH,

EXTEND 0.7M W STEEL

START POINT

HANDRAIL

END POINT

HANDRAIL

- 5

3APPROX. 520.0 SM

REPLACE AC SURFACE COURSE,

- 5

4APPROX. 90.0 SM

REPLACE CON'C CURB W/ GRANITE CURB,

- 5

APPROX, 80.0 SM

RESTORE CARPET SODDING W/ TOP SOIL,

START POINT

HANDRAIL

END POINT

HANDRAIL

- 5

4APPROX. 70.0 SM

REPLACE CON'C CURB W/ GRANITE CURB,

APPROX. 14.0 LM

STEP W/ HANDRAIL,

REPLACE 1.2M W CON'C

APPROX. 8.0 LM

EXTEND HANDRAIL,

- 7

HYDRANT GUARD POST

REPLACE EXST ONE(1)

- 7

HYDRANT GUARD POST

REPLACE EXST ONE(1)

APPROX. 130.0 SM

REPLACE CON'C SIDEWALK,

- 5

4APPROX. 12.0 SM

REPLACE CON'C CURB W/ GRANITE CURB,

- 5

APPROX. 16.0 SM

REPLACE CON'C SIDEWALK,

- 5

4APPROX. 110.0 SM

REPLACE CON'C CURB W/ GRANITE CURB,

- 7

W/ GUARD POST

INSTALL ONE(1) 150MM PIV

- 8

6. PAINT EXST RETAINING WALL.

7. EXTEND 0.7M W STEEL GRATING DITCH.

9. EXTEND HANDRAIL.

10. REPLACE HYDRANT GUARD POST.

WOODEN TABLES.

11. REPLACE SHADE SHELTER W/ TWO(2) MOVABLE

SCHEDULE #2 (CONSTRUCT/ALTERATION)

W

P

VC

W

P

V C

VALVE(PIV) W/ GUARD POST

1. INSTALL 150MM ONE(1) POST INDICATOR

1~9

1, 2

1~3

1~8

APPROX. 7.0 LM

STEP W/ HANDRAIL,

REPLACE 1.2M W CON'C

APPROX. 15.0 LM

EXTEND HANDRAIL,

2.75

2.75 @ 4 = 11.00

APPROX. 41.0M

W/150MM THK REFLECTIVE WHITE,

REPAINT PARKING LINE

REFLECTIVE WHITE.

12. REPAINT PARKING LINE W/150MM

APPROX. 246.0 SM

WITH COR FOR COLOR SELECTION,

CONTRACTOR SHALL CORDINATE

PAINT EXST RETAINING WALL,

APPROX. 69.0 SM

WITH COR FOR COLOR SELECTION,

CONTRACTOR SHALL CORDINATE

PAINT EXST RETAINING WALL,

- 5

- 5

TABLES

TWO(2) MOVABLE WOODEN

SHADE SHELTER W/

REPLACE 5.2M X 5.2M

CLEAN THE FUEL TANK.

EXCEPT FUEL TANK AND CON'C PAD AND

INCLUDING DOUBLE WALL PIPES AND ETC

13.REPLACE ALL NECESSARY FUEL TANK PARTS

AND CURVED SPOT

ON SODDING, SIDEWALK AREA

REPLACE WATER LINE MARKING

- 6

TREE (H3XR10), TOTAL 12 EA

PLANT CRAPE MYRTLE WOOD

15. PLANT CRAPE MYRTLE WOOD TREE.

SODDING, SIDEWALK AREA AND CURVED SPOT.

16. REPLACE WATER LINE MARKING ON

- 6

APPROX. 35.0 LM

REPAINT AND CLEAN THE FUEL TANK,

EXCEPT FUEL TANK AND CON'C PAD,

INCLUDING DOUBLE WALL PIPES AND ETC

REPLACE ALL NECESSARY FUEL TANK PARTS

LINE OF ROOF ABOVE

600600

600600

SCALE : 1/50

SCALE : 1/50

600600

SCALE : 1/50

DOUGLAS FIR WOOD

TENSION STRUT

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

100x180 STAINED

STAINED DOUGLAS FIR

WOOD FASCIA

40x180

SHEATHING

DIRECTION OF

40x140 FLAT

40 40

600600

100100

CLAY ROOF TILE

GRANITE

1/50SCALE ; 1/50 SCALE ;

GRANITE

CEMENT MORTAR FILL

STAINED DOUGLAS FIR

200x200

WOOD COLUMN

WD SHEATHING

DOUGLAS FIR WOOD

FASCIA

40x180 STAINED

40x180 FLAT SHEATHING

CLAY ROOF TILE

2-PLY ASPHALT FELT

UNDERLAYMENT

SLOPE SLOPE

W/150X150-4.0 DIAx4.0 DIA WWF

100 THK CONCRETE SLAB

OVER 450 THK NFSM

M I

N

ROOF SLOPE

40 PER 100 40 PER 100

ROOF SLOPE

R O

F

S L

O P

E

R

R O

F

L

O P

E

WOOD COLUMN

STAINED DOUGLAS FIR

200x200

RED-BROWN COLOR

RED-BROWN COLOR

CLAY ROOF TILE

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

STAINED DOUGLAS FIR

WOOD COLUMN

200x200

RED-BROWN COLOR

SCALE :

200x200 STAINED

(PRESSURE TREATED)

1/10

BOLT M16

PL 6

TENSION TIE

100x180

RAFTER

100x180

STAINED WOOD

RAFTER

40x180 FLAT SHEATHING

100x180

STAINED WOOD

@ SUPPORTS

"A"

W/3-10d EA BOARD

"A"

1/10SCALE :

RAFTER

L C

6.5

6.5

2.3 THK P

PIECE 250 DIA

L9 THK FLAG P

SLOPE TOP

2 V : 12 H

9 THK STIFFENER

STAINED WOOD

100x180

3.0

3.0

250 LONG

SCHED 80 PIPE

SUPPORT SHEATHING

L TO

"B""B"

6.5

6.5

9 THK

STIFFENER

PIECE 250 DIA

SCHED 80 PIPE

250 LONG

100x180 WITH

SLOT FOR 9 THK

FLAG PLATE

6.5

6.5

150 50

RAFTER

100x180

STAINED WOOD

100x180

TENSION TIE

BOLT M16

PL 6

SCALE : 1/10

WOOD POST

40x180

WOOD

M16

BOLT 1

M I

N

SCALE :

1/10

200x200

450 THK

NFSM

STAINED WOOD

COLUMN

100 THK CONCRETE SLAB

W/150X150-4.0 DIAx4.0 DIA WWF

- 6

SHADE SHELTER PLAN ROOF PLAN ROOF FRAMING PLAN

E L E V A T I O N CROSS SECTION

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

SECTION

S E C T I O N

PLAN VIEW "B"-"B"

S E C T I O N

100x180 STAINED

DOUGLAS FIR WOOD

RAFTER

200x145 STAINED

(PRESSURE TREATED)

WOOD POST

STAINED DOUGLAS FIR

WOOD FASCIA

40x180

C

STEEL PLATE CAP

200X200MMX6mmTHK

STEEL PLATE SUPPORT

100X100X6mmTHK

BASE PLATE

9mm THK STEEL

D16@250 O.C

D13@300 O.C

STIRRUP

ANCHOR BOLTS

X 300 mm LG.

4ea-18mm Dia

G.L

RAMP

F.L 100.20

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

C-4

SHADE SHELTER

4 4 4

4 4

SCALE: NONE

GRANITE CURB

SCALE: NONE

CON'C STEP W/ HANDRAIL

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

GRANITE CURB

CONCRETE 25-18-8

SUBGRADE

C

C

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

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

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

CIVIL

C-5

MISC. DETAILS - 1

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

SCALE: NONE

SCALE: NONE

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

SCALE: NONESCALE: NONE

CARPET SODDING

NOTES:

2. FINAL LOCATION OF LINE MARKING SHALL BE

LINE MARKING

SCALE: NONE

COORDINATED WITH COR.

XXX MM

1. PROVIDE LINE MARKING AT MAX 10M INTERVALS

WITH DIAMETERS AT ALL CONCRETE AND ASPHALT AREA .

WATER WATER

XXX MM

WATER

XXX MM

WATER

XXX MM

100100

CONCRETE AREA

SECTION -1

SODDING AND TURF AREA

SECTION -2

P L A NP L A N - 2P L A N - 1

XXX MM

WATER

SODDING AREA

CONCRETE BOX

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

DETAIL

HD13 @ 200 OC

4EA-ANCHOR 10mm DIA X 150mm

5mm

I BAR

@ 100mm OC

WELDED TO FLAT BARS

8mmX8mm CROSS BAR

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

D16 @ 200mm OC EW

EXST STEEL GRATING

D16 BARS

AROUND PIPE

DITCH CROSS

BE SAME AS

OPENING TO

-SECTION

EXPANSION JOINT 4

EXPANSION JOINT

EXPANSION JOINT

10 PREMOLED

EXPANSION JOINT

JOINT SEALER

10 PREMOLED

EXPANSION JOINT

V A

R

M

IN

.3

150 300 150

L-56X61X6

50X7X4 @ 30

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.

STEEL GRATINGS

D16 @ 300mm OC EW

D16 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

SECTION

STEEL GRATING SCHEDULE

H

B

C

D

150 L80x80x6

ANGLE BARTRENCH WIDTH

V A

R D

150 TRENCH WIDTH 150

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

CONC DITCH W/ STEEL GRATINGS

DITCH AND RCP CONNECTION

SCALE: NONE

SCALE: NONE

CIVIL

200 150

MISC. DETAILS - 2

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

TREE PLANTING DETAIL

SCALE: NONE

C-6

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

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

GUARD POST

PAINTED DARK BROWN #30108

100mm DIA GALVANIZED STEEL PIPE

450 450

M

IN

300mm DIA

A

P P

R O

X

STEEL PIPE PAINTED DARK BROWN #30108

FINISH AT 4 EA

GUARD POST 100mm DIA GALVANIZED

CONC POST

GROUND LINE

POST INDICATOR VALVE OR

G U A R D P O S T P L A N

POST INDICATOR VALVE

(TYP)

GUARD POST SECTION

PADLOCK

HANDLE

OPEN

FNSH GRADE LINE

EXTENSION ROD

CONCRETE BASE

VALVE

SLEEVE

COUPLING

FIRE WATER

SUPPLY LINE

375mm SQUARE CONCRETE COLLAR

V A

R

IE

S

S E

E P

R O

F

IL

E

M

IN

M

A X

POST INDICATOR VALVE

NOT TO SCALE

CAP

PAINTED DARK BROWN #30108

INDICATOR POST

OPEN

NOTE:

1. BURIED STEEL RODS SHALL BE COATED

IN ACCORDANCE WITH AWWA C203.

FIRE HYDRANT

8mm THK STL PLATE

WELDED CAP

SCALE: NONESCALE: NONESCALE: NONE

POST INDIGATE VALVE W/ GUARD POST DETAIL

CI TAPPING

VALVE (FE X MJ)

SERVICE PIPE

FLANGED OUTLET

TAPPING SLEEVE WITH

EXISTING WATER MAIN

80mm AND LARGER SERVICE - TAPPING SLEEVE

SCALE: NONE-

CIVIL

C-7

MISC. DETAILS - 33

- 7

FIRE HYDRANT GUARD POST

ARE TO BE VERIFIED

FOR AIR FORCE PROJECTS HYDRANT

AND GUARD POST PAINTING REQUIREMENT

NOT TO SCALE

B

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

,2

X

M

IN

A P

P R

O X

NOT TO SCALE

RESTRICTIVE FIRE HYDRANT INSTALLATION

A

THRUST BLOCK

WATER MAIN

W

HERE

PRACTI

CAL

STEEL PLATE

6mm THICKNESS

EDGE OF PAVING OR FACE CURB

2, M

IN

WATER MAINW

GATE VALVE

,8

IN

T O

,1

X

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

IN

FIN. 3EA

YELLOW PAINTED

CONNECTION

CONNECTION

63mm

113mm

HOSE

PUMPER

E D

G E

O

F

P

A V

IN

G

O

R

F

A C

E

O

F

C

U R

B

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

- NOT TO SCALE

TYPICAL FIRE HYDRANT GUARD POST

NOT TO SCALE

FUEL OIL SYSTEM INSTALLATION DETAIL

P L A N

"A" "A"

ACTUAL TANK SIZE

A C

T U

A L

T

A N

K

S

IZ

E

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

O

T

P T

H

GRAVEL FILL

COMPACTED

FIN GL

TANK (CYLINDRICAL)

1,200

1,200

1,200

1,200

1,200

1,050

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

D

L

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

1,600

1,600

1,600

2,400

2,400

2,400

2,400

LENGTH

(L)

1,800

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

100 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

200 N.P.T

200 N.P.T

200 N.P.T

200 N.P.T

100 N.P.T

100 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

150 N.P.T

200 N.P.T

200 N.P.T

200 N.P.T

200 N.P.T

12 GA.

10 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

12 GA.

10 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

12 GA.

10 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

12 GA.

10 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 GA.

7 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

NOT TO SCALE

NOT TO SCALE

FUSIBLE VALVE

SHUT-OFF VALVE

DIA

D

IA

M

IN

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:

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

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

H

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.)

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

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

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.

M

IN

.5

JOINT FILLER

12MM THK

#8-100x100 WWF

CON'C W/

#8-100x100 WWF

CON'C W/

M

IN

.5

JOINT FILLER

12MM THK

CIVIL

FUEL STORAGE TANK DETAILS

C-8

8 8

- 8