A2_Drawing_files___186683.pdf

MISC. DETAILS - 1

MISC. DETAILS - 2

AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT OVERALL AREA,

CAMP CASEY

FEWR NO. 186683

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

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

CHOE, S M.

AS SHOWN

SITE LAYOUT PLAN AND SCOPE OF WORK

JOINT LAYOUT PLAN

PCC PAVEMENT DETAIL

VEHICLE GUARD RAIL

LOCATION PLAN AND GENERAL NOTES

CHAIN LINK FENCE AND GATE

C - 8

C - 7

C - 6

C - 5

C - 4

C - 3

C - 2

C - 1

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

CIVIL

C-1

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

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

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

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

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2003, DEPARTMENT

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

LOCATION PLAN

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION 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

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

LOCATION PLAN AND GENERAL NOTES

CHOE, S M.

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

AS SHOWN

COVERED WITH TOP SOIL AND SOLID SODDED.

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

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

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

65-A

12 CM

ST

STREAM

S T

S T

P V C

.9

A B

18331832

456A

CCTT

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

258252

249 262

1785 235

237 238

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

.8

.5

S T

R C

6 PVC

ST

T

C M

S T

268.6

STREAM

DISCHARGE TO

65-A

12 CM

ST

STREAM

447A

F

497A

497B

458Z

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

99-47353

4-200PN

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55894 BUP

99-51682

4-200PN

VEH BR

472?

455?

1839T

1840T

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

GRAVES

GRAVES

A B

1760?

VEH BR?

FLAG

FO

O

TBALL FIELD

(SYN

TH

ETIC

TU

RF AREA)

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

H

H

H

H

X J

X J

H

XXX

CB

C B

C B

C B

CB

CB

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

D

D

D

D

D

D

D

D

D

D

S

S

S

STREAM

AREA

APPROX. 8,850.0 SM. SEE

REPLACE AC PAVEMENT W/ PCC PAVEMENT,

APPROX. 720.0 SM. SEE

AWAY FROM EXST CON'C WALL,

EXTEND PCC PAVEMENT TO 500MM

APPROX. 275.0 LM. SEE

EXTEND VEHICLE GUARD RAIL,

B R

ID

G E

BRI

DGE

SEE

NEW PAVEMENT LEVEL,

MODIFY EXST M/H TO MATCH

APPROX. 95.0 SM. SEE

AWAY FROM EXST CON'C WALL,

EXTEND PCC PAVEMENT TO 500MM

SEE

NEW PAVEMENT LEVEL,

MODIFY EXST M/H TO MATCH

PCC

ROAD

TURF

AREA

CHAI

N

LI

NK

FENCE

CHAI

N

LI

NK

FENCE

CHAI

N

LI

NK

FENCE

C H

A I N

L

K

F E

N C

E

C H

A

IN

L

IN

K

F E

N C E

APPROX. 41.0 LM. SEE

REPLACE 0.3M W STEEL GRATING DITCH,

APPROX. 3.5 LM. SEE

EXTEND 7.0M H CON'C WALL,

APPROX. 2.00 LM. SEE

RESTORE DITCH CROSSING,

APPROX. 160.0 LM. SEE

CON'C OPEN DITCH,

REPLACE STONE DITCH W/ 1.0M W

1. REPLACE AC PAVEMENT W/ PCC PAVEMENT.

FROM EXST CON'C WALL.

2. EXTEND PCC PAVEMENT TO 500MM AWAY

APPROX. 30.0 LM. SEE

REPLACE VEHICLE GUARD RAIL,

3. REPLACE/EXTEND VEHICLE GUARD RAIL.

PAVEMENT LEVEL.

4. MODIFY TWO(2) EXST M/H TO MATCH NEW

OPEN DITCH.

5. REPLACE STONE DITCH W/ 1.0M W CON'C

6. REPLACE 0.3M W STEEL GRATING DITCH.

7. EXTEND 7.0M H CON'C WALL.

8. RESTORE DITCH CROSSING.

SCALE: 1 / 500

3,4

3,4

END POINT

CON'C OPEN DITCH

CON'C TOP SLAB

COVER DITCH W/

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

CIVIL

C-2

AS SHOWN

CHOE, S M.

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

-2

SITE LAYOUT PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

1:500

0 40M302010

-4

-4

-4

N

6-

APPROX. 325.0 LM. SEE

7.5M W VEHICLE GATES,

REPLACE CHAIN LINK FENCE W/ TWO(2)

APPROX. 530.0 LM. SEE

1.5M INSIDE OF EXST FENCE,

ADD CHAIN LINK FENCE

6-

7.5M W VEHICLE GATES.

9. REPLACE/ADD CHAIN LINK FENCE W/ TWO(2)

H

H

H

X J

X J

H

XXX

CB

C B

C B

C B

CB

CB

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

D

D

D

D

D

D

D

D

D

D

S

S

S

STREAM

AREA

B R

ID

G E

BRI

DGE

PCC

ROAD

TURF

AREA

CHAI

N

LI

NK

FENCE

CHAI

N

LI

NK

FENCE

CHAI

N

LI

NK

FENCE

C H

A

L

K

F

N C

E

C H

A

IN

L

IN

K

F E

N C E

EXST PPC ROAD JOINT

MATCH THE JOINT W/

EXPANSION JOINT

REINFORCED PCC CONCRETE

CONTRACTION JOINT

- MAX. JOINT DISTANCE IS LESS THAN 5.0 M.

* NOTE:

P

R O

A D

SCALE: 1 / 500

C-3

JOINT LAYOUT PLAN

JOINT LAYOUT PLAN

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

CIVIL

AS SHOWN

CHOE, S M.

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

1:500

0 40M302010

N

R

R

R

R

R

R

R

R

R

R R

R R

R R

R R

R R

R R

R R

R R

R R

R R

R R

R R

R

R

R

R

R

R

R

R

R

R

R

R

R R

R R

R R

R R

R

R R R R

R R R

R

R R

R R

R

R R

R R

R R

R R

R R

R

R R

R R

R R

R

R R

R R

RR

R

R R R R

R

R

R R

R

R

R R R R

R R R

R

R

R R

R R

R

R

R R

R R

R R

RR

R

R

R

R

R

R

R

RR

R

R R

R R

R

R

R

R

R

R R

R

R

R R

R

R

R

R R

R R

R

R R

R

LEGEND :

EXPANSION JOINT

REINFORCED PCC

CONTRACTION JOINT

R

R R

R

R R

R

R R

R R

R

R

R R

R

R

R

R

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

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

-1

.7

.4

75 MAX

107.3 +-12.7

T

O

T

O

.5

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

- 4

SCALE: NONE

PCC PAVEMENT DETAIL

CHOE, S M.

CIVIL

C-4

AS SHOWN

PCC PAVEMENT DETAIL

NO.6-150X150 WWF

NO.6-150X150 WWF

NO.6-150X150 WWF

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)

T

O

T

O

613 TO 16

POURED JOINT SEALANT

4C

4D

4E

4F

4G

4H

4I

4J

4J1

4J2

4G

4G

4I

4H

4H

4J2

4G

4A

4B

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CIVIL

AS SHOWN

VEHICLE GUARD RAIL

CHOE, S M.

FILL OR CUT SLOPE

LAP IN TRAFFICC POST BOLT HOLEL

DIRECTION

FLARED

TYPICAL ELEVATION

1A

SPACER BLOCK

TYPICAL SECTION

1C

LAP

PLAN

RAIL ELEMENT SECTION

SAME AS

1D

ELEVATION

FLARED END

†" x 2" BOLT, RAIL BOLT

W6 x 85 x 5' - 9" MIN.

METAL POST

ONE REQUIRED

NUT & WASHER

0 °

L

L

12 GAGE

C SYMMETRICAL

ABOUT C

RAIL ELEMENT SECTION

METAL POST WITHOUT SPACER BLOCK

1E

1B

3000 3000 3000

IN

METAL POST

WITHOUT

IN

3MM SHEET

106 106

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

VEHICLE GUARD RAIL

SCALE: NONE

DELINEATOR

C-5

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

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

CHOE, S M.

CIVIL

AS SHOWN

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

5B

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

IN

P L A N 4A

ELEVATION

4B

NOT TO SCALE

PLUNGER BAR

GATE FRAME

(TYP)

013x85 BOLT

W/NUT

7 0 REMOVABLE

PIN (TO LOCK IN

UP POSITION)

CORNER POST

7A

GATE

7B

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

2B

NOT TO SCALE

POST HINGE

P L A N 3A

ELEVATION

3B

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

.0

30003000

CHAIN LINK FENCE

600 DIA-(3)CONCERTINA

BARBED TYPE WIRE

CHAIN LINK FENCE AND GATE

BARBED TYPE WIRE

600 DIA-(3)CONCERTINA

CAMP CASEY

CHAIN LINK FABRIC FENCE AND GATE

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

186683

C-6

X

S T

P

O R

T

IO

N

T O

R

E M

A

IN

1200200 200

ALL CONCRETE DUST, & RUST (TYP)

CLEAN EXISTING REBAR TO REMOVE

ROUGHEN, CLEAN &

TO POURING CONCRETE

APPLY EPOXY PRIOR

EXST REINFORCING

D10 BARS @ 300mm OC

NEW TOP OF MANHOLE

CI MANHOLE COVER OR STEEL GRATING COVER

E X

T E

N S

IO

N

L A P

S

P L

IC

E

V A

R

IE

S

TOP OF PAVED

CONC COLLAR

FIN GRADE

300 300

D10 BAR @ 200mm OC

D13 BAR @ 200mm OC

EXST TOP OF MH

CONC WALL

(21 MPa)

OC, EW

1,000

SLPSLP

STEEL GRATINGS

(SEE NOTE)

S E C T I O N

CONC WALL

(21 MPa)

CEMENT FILLER

D16 @ 200

OC, EW

SEE NOTE

SEE

DETAIL

S L

P S

L P

1B

1D

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

1C

1E

EXPANSION JT

@ 15.00m OC

1A 1B

D

WIDTHD D

D

GRATING

WIDTH

D T

R E

N C

H

W I

D T

H

D13 BAR

@ 200 OC

ANGLE BAR

(SEE TABLE)

013 ANCHOR BAR

WELDED TO ANGLE

@ 600 MAX

D E T A I L

FLAT BAR

GRATE FRAME

CROSS BARS

WELD TO

BEARING BARS

BEARING BARS

WELDED TO

GRATING FRAME

FIN GR

1C

D

SEE TABLE

DISCONTINUE

GRATING SEAT

AND 013

LONGITUDINAL

REBARS

13 THK

PREMOLDED

JOINT FILLER

MATERIAL

019 PLAIN BAR DOWEL

400 LONG. ONE END

PAINTED AND OILED

SPACED SAME AS

LONGITUDINAL REBAR

D

V A

R I

E S

P R

O F I

L E

S E C T I O N 1D

PITCH OF

CROSS BAR

H

BEARING BAR

C

P

ITCH OF

BEARING B

AR

H

BEARING B

AR

B

GRATING WIDTH

10 SQ CROSS BAR

TWISTED

STEEL GRATINGS

GRATING L

ENGTH

TYP

1E

STEEL GRATING SCHEDULE

H

B C

D

ANGLE BAR

L65x65x6

TRENCH WIDTH

V A

R

3 CON'C OPEN DITCH

A V

G

150 150

D13 @ 200

MISC. DETAIL - 1

C-7

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

SCALE: NONE

CIVIL

AS SHOWN

CHOE, S M.

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

STEEL GRATING

CON'C DITCH W/

EXISTING MANHOLE MODIFICATION

SCALE: NONE

MAX. SPC

CONCRETE

DITCH)

MOTAR BEDDING

SUPPORT

(EXCEPT FOR

B

SECTION

DITCH

M

IN

SIDEWALK

C

L R

D13 @300 O.C MAX.SPC

1.5%

D13 @200 O.C

1.5%

SUPPORT PEDESTAL

SUPPORT (EXCEPT FOR CONCRETE DITCH)

MIN

TO BE 38mm O.D STD. STEEL PIPE

ALL HANDRAILING CONSTRUCTION

AND PROVIDE 210 kg/cm CONCRETE

REMOVE EXISTING DITCH LINING

13mm EXPANSION BITUMINOUS JOINT

FILLER MATERIAL

50 CLR

SIDEWALK

WITH FULL WELDED & AT CONNECTION

SLEEVE

SEE DETAIL

HANDRAIL SUPPORT

S E

E

P

L A

N

SCHEME OF THE INSTALLATION

TO CONFORM WITH THE COLOR

BY CONTRACTING OFFICER

COLOR TO BE CHOSEN

PAINT HANDRAIL

SEE PLAN

A

FOR WIDTH SEE PLAN

PLAN

DRAINAGE DITCH

FLOW

,1

A

X

C L E

A R

S

P A

N

C L E

A R

S

P A

N

C

CONC. fc @ 28 DAYS : 210 kgf/cm

DET. HANDRAIL SUPPORT

C

NOTE :

NOT TO SCALE

FLOW

75 WALKWAY

B

DITCH CROSSING

CON'C WALL

D13 @ 300

OC, EW

NOTE :

1. CONC. fc @ 28 DAYS : 240 kgf/cm

A P

P R

O X

,0

WITH EXST CON'C WALL

2. THE FOOTING DEPTH SHOULD BE MATCHED

OC, EW

D13 @ 300

MISC. DETAIL - 2

C-8

3001,000 2,000

AHA SIDE SHED SIDE

OVERALL AREA, AHA NO.23

REPAIR DITCH, DRAINAGE AND PAVEMENT

CAMP CASEY

186683

NOT TO SCALE

CIVIL

AS SHOWN

CHOE, S M.

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