H1_Drawing_files___168163.pdf

PDF 4 MB Posted Oct 16, 2017

Attached to: Replace AC pavement around building S-770 and S-705, Camp Casey
Solicitation number: W91QVN-18-R-0008
Issued by: Department of the Army Materiel Command Army Contracting Command

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A21_RFP_for_W91QVN-18-R-0008.docx	DOCX document	Oct 16, 2017
A2_Submittal_Register___168163.xls	XLS spreadsheet	Oct 16, 2017

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1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

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

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

ENVIRONMENT

FORCE PROTECTION

CHOE, S M.

AS SHOWN

CAMP CASEY

LOCATION PLAN AND GENERAL NOTES

REMOVAL PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

FEWR NO. 168163

CAMP CASEY

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

MISC. DETAILS - 1

MISC. DETAILS - 2

CHAIN LINK FENCE GATE

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

CAMP CASEY

CIVIL

C-1

GENERAL NOTES :

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

SUBMISSION OF CONTRACT PROPOSAL.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

PRIOR TO COMMENCING WORK ON THE PROJECT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR’S

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

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

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

OF THE REPLACEATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

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

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

TO THE PROJECT CONTRACT.

LOCATION PLAN

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

ITEMS WHICH WILL INTERFERE WITH THE REPLACEION OPERATIONS.

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

CHECK THE OTHER REPLACEION REQUIREMENTS IN MEETING THE

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

ADDITIONAL COST.

LOCATION PLAN AND GENERAL NOTES

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

AS SHOWN

12 CM

S T

V C

W A

L L

GAL

6 PV

GRAVES

x x x x x x x x

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

COVERED WITH TOP SOIL AND SOLID SODDED.

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER’S

REPRESENTATIVE.

65-A

STREAM

227.5

J-4

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

MATCH LINE ’C’

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

629 685

651A

833T

808 811

746 715 726

A B

00-49341

1149 1151

10291144

1918 1879

2372A

2373T

A C

2451 2400

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

39 55

134 133

186 192

202A

208 215 214

213 212

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR 1821

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

S T

268.6

STREAM

DISCHARGE TO

MATCH LINE ’C’

447A

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

99-47353

4-200PN

01-QA00604 BUP

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

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A B

2022(?)

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A B

174 Z

B A

S K

E T

B A

L L

O U

R T

T E

N N

O U

R T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

C-2

AS SHOWN

CHOE, S M.

- 2 CAMP CASEY

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

REMOVAL PLAN

1:400

0 40M302010

SCALE: 1 / 400

QTYNO. ITEM REMARK

REMOVAL SCHEDULE

* LEGEND

580.0 SM

PCC PAVEMENT

3 EA

630.0 SM

CBSSSSSS

XXXXX

A /G

T A

N K

XXXXXXXXXXXXXXXXXXX��XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX��XXX

A .C

P A

V E

D R

O A

XXXXXXXXXXXXXXXXX

C O

V E

R E

D C

O N

C D

C O

V E

R E

D C

O N

C D

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

COVERED CONC DITCH

SDxSDx

D 600 CP

CPLP

XXXXXXXXXXXX

CONC PAVED ROAD

SDxSDxSDx

D 300 CP

SDx

D 300 CP

SDxSDxSDxSDx

300 CP

XXXXXXXXXXXXXXXX

A.C.

0.4M W CONC DITCH W/

STEEL GRATINGS

A.C.

C O

V E

R E

D C

O N

C D

COVERED CONC DITCH

A.C.

S-0745T

CBCB

XXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

AC PAVED AREA

AC PAVED AREATURF AREA

TURF AREA

AC PAVEMENT

BLDG FLOOR W/ FOOTING

A C

R O

A D

TURF AREA

CON’C COVERED DITCH

CONTAINER BLDG

12,230.0 SM

39.0 LM

NOTE:

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

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

WITH COR.

3. THE CONTRACTOR SHALL COORDINATE WITH DPW TO RELOCATE

CONTAINERS FOR CONSTRUCTION.

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

RCP

10.0 LM 500MM DIA

STONE DITCH 0.6M W31.0 LM

4 RELOCATE

TRASH

BIN

C-3

AS SHOWN

CHOE, S M. CAMP CASEY

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

- 3

SCALE: 1 / 400

SITE LAYOUT PLAN SITE LAYOUT PLAN AND SCOPE OF WORK

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

- 6

- 5

- 6

REPLACE 0.4M DIA RCP

W/ RC ENCASEMENT,

APPROX. 10.0 LM. SEE

REPLACE CON’C COVERED

DITCH W/ 0.45M W STEEL

GRATING DITCH,

APPROX. 39.0 LM. SEE

1:400

0 40M302010

- 6

REPLACE 200MM W GRANITE

CURB, APPROX. 37.0 LM.

SEE

- 4

REPLACE ONE(1) 9.0M W DOUBLE

SWING VEHICLE GATE, SEE

- 6

REPLACE SOLID SODDING W/

TOP SOIL, APPROX. 245.0 SM.

SEE

- 5

REPLACE AC PAVEMENT W/ NEW,

APPROX. 13,050.0 SM. SEE

- 5

- 4

REPLACE ONE(1) 7.5M W DOUBLE

SWING VEHICLE GATE, SEE

- 6

REPLACE SOLID SODDING W/

TOP SOIL, APPROX. 950.0 SM.

SEE

REPLACE 200MM W

GRANITE CURB,

APPROX. 120.0 LM.

SEE

1. REPLACE AC PAVEMENT W/ NEW.

4. REPLACE SOLID SODDING W/ TOP SOIL.

6. REPLACE 200MM W GRANITE CURB.

8. PAINT 150MM THK PARKING LINE W/

REFLECTIVE WHITE.

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

REPLACE 200MM W GRANITE CURB JOINT

ON SAME LEVEL OF NEW AC PAVEMENT,

APPROX. 213.0 LM. SEE

3. REPLACE TWO(2) DOUBLE SWING VEHICLE

GATES.

- 6

REPLACE 0.5M DIA RCP

W/ RC ENCASEMENT,

APPROX. 10.0 LM. SEE

- 5

REPLACE STONE DITCH

W/ 0.6M W STEEL GRATING

DITCH, APPROX. 32.0 LM.

SEE

2. REPLACE 0.45M/0.6M W STEEL GRATING

DITCH.

SSSSSS

XXX

A /G

T A

N K

XXXXXXXXXXXX��XXXXXXXXXXXXXXXXXXXXXXXXX��XX

A .C

P A

V E

D R

O A

XXXXXXXXXXXXX

C O

V E

R E

D C

O N

C D

C O

V E

R E

D C

O N

C D

XXXXXXXXXXXXXXXX

COVERED CONC DITCH

SDxSDx

D 600 CP

CPLP

XXXXXX

CONC PAVED ROAD

SDxSDxSDx

D 300 CP

SDx

D 300 CP

SDxSDxSDxSDx

300 CP

XXXXXXXXXXXX

A.C.

S-0745T

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

A C

R O

A D

S T

O N

E D

3.0@34=102,00

5,50

XXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXX

TRASH

BIN

XXX

PAINT 150MM THK PARKING LINE

W/ REFLECTIVE WHITE, APPROX. 345.0 LM.

THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR LINE MARKING

AS USRE’S REQUEST.

- 6

REPLACE 4-EA BOLLARS AROUND ELEC. POLE

SEE

7. REPLACE 4-EA BOLLARS AROUND ELEC. POLE.

REPLACE 0.45M W STEEL

GRATING DITCH,

APPROX. 50.0 LM. SEE

REPLACE 0.45M W STEEL

GRATING DITCH,

APPROX. 120.0 LM. SEE

5. REPLACE 0.4/0.5M DIA RCP W/ RC ENCASEMENT.

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

CHOE, S M.

CIVIL

C-4

AS SHOWN

- 4

SCALE: NONE

CHAIN LINK

FABRIC

(SEE NOTE 1)

GATE DOUBLE SWING

INSIDE OUTSIDE

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

2.10 H CHAIN LINK FABRIC FENCE AND GATE

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

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

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

CAMP CASEY

168163

CHAIN LINK FENCE GATE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

CIVIL

C-5

AS SHOWN

CHOE, S M. CAMP CASEY

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

- 5

SCALE: NONE

TYPICAL AC PAVEMENT SECTION

AC PAVEMENT JOINT (NEW TO EXST)

AC PAVEMENT

PRIME COAT

SUB GRADE

EXISTING

PAVEMENT

75MM THK ASPHALTIC CONCRETE

MISC. DETAILS - 1

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

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

EXPANSION JT

@ 15.00m OC

1A 1B

WIDTHD D

GRATING

WIDTH

D T

R E

N C

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

WELDED TO

GRATING FRAME

FIN GR

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

V A

P R

O F

S E C T I O N 1D

STEEL GRATINGS

TYP

STEEL GRATING SCHEDULE

B C

ANGLE BAR

L65x65x6

TRENCH WIDTH

V A

- 5

SCALE: NONE

4POV

CON’C DITCH W/

STEEL GRATING

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

450/600

C-6

AS SHOWN

CHOE, S M. CAMP CASEY

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

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

UNIT #15707, APO AP 96258-5707

MISC. DETAILS - 2

NOTE :

1. ALL ENCASED JOINTS OF STEEL PIPE 100mm AND LARGER IN DIAMETER SHALL BE BUTT WELDED

REINFORCED CONCRETE ENCASEMENT1

- 6

SCALE: NONE

240 kgf/cm CONCRETE

O .D

P I P

O.D. OF

PIPE

LAPPED 300mm AT ENDS

D13 HOOPS AT 250mm O.C.

4 - D13 FOR PIPES 200mm

AT 300mm O.C. USE ONLY

AND SMALLER

D13 LONGITUDINAL

75 75

168163

REPLACE AC PAVEMENT AROUND

BLDG NO. 770 AND 705

- 6

SCALE: NONE

SUBGRADE

GRANITE CURB

CONCRETE 25-18-8

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

- 6

SCALE: NONE

SOLID SODDING

- 6

SCALE: NONE

SUBGRADE

P A

V E

M E

N T

S E

C T

A C

O R

P C

GRANITE CURB

CONCRETE 25-18-8

GRANITE CURB

SCALE: NONE

SUBGRADE

P A

V E

M E

N T

S E

C T

A C

O R

P C

GRANITE CURB

CONCRETE 25-18-8

GRANITE CURB

BIKE PATH &

WALKING TRAIL

AC PAVEMENT

GRANITE CURB JOINT

TOP OF SODDING

(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

O N

C A

FILLED W/CONC

- 6

SCALE: NONE

BOLLARD DETAIL

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File details come from the government source that posted it. Updated Jan 27, 2022.