H01_Drawing_files___145938.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

A

B C D

E F G H

SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR’G DIV

CHK’D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

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

145938

LOCATION PLAN AND GENERAL NOTES

REMOVAL PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

MISC. DETAILS - 4

MISC. DETAILS - 5

FEWR NO. 145938

CAMP CASEY

REPAIR/REPLACE ROAD, SIDEWALK AND PARKING AREA

AROUND S-2400 AND 2409

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

LINE MARKING LAYOUT PLAN

MISC. DETAILS - 1

MISC. DETAILS - 2

MISC. DETAILS - 3

C - 1

C - 2

C - 3

C - 4

C - 5

C - 6

C - 7

C - 8

C - 9

- 1 100 0 100 200 300M

SCALE IN METERS

SCALE = 1 : 3,000

THIS PROJECT

N

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.

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

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

ST

S T

ST

P

V C

.5

.9

W A

L L

GAL

6 PV

C

ST

GRAVES

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

ST

36 CM

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

ST

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

A

B

629 685

651A

833T

808 811

746 715 726

A B

00-49341

A

B

1149 1151

10291144

A

B

1918 1879

A

B

A

B

A

B

2372A

2373T

A C

2451 2400

A

B

A

B

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

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

259 245

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

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

1158A

1158B

RAILHEAD

.8

.5

ST

R

C

SS

T

/2

C

M

S T

268.6

STREAM

DISCHARGE TO

MATCH LINE ’C’

447A

F

F

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

EXER W/LAT

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

A B

2022(?)

VEH BR

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A

B

A B

A B

A

B

A

B

A

B

174 Z

B A

S K

E T

B A

L L

C

O U

R T

T E

N N

IS

C

O U

R T

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

VEH BR?

FEWR NO. 132491

CAMP CASEY

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

C-2

AS SHOWN

CHOE, S M.

- 2

CAMP CASEY

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

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

REMOVAL PLAN

1:350

0 20M15105

SCALE: 1 / 350

QTYNO. ITEM REMARK

REMOVAL SCHEDULE

* LEGEND

TREE

SIDEWALK

CHAIN LINK FENCE

AC SURFACE COURSE

30.0 LM

205.0 SM

230.0 SM

10 DRAIN M/H 1 EA

T/F T/F

X X

X

S

XX X

X

X

X

MECH.

ROOM

B

IK

E S

H E

D

E.P

2407 2408

N

BOX-CULVERT

BRICK PAVEMENT

CON’C CURB

PLAYGROUND SURFACE W/ EQIPMENT

ARTIFICIAL TURF

3,000.0 SM

8 EA RELOCATE

1.0 x 1.0M

1,385.0 SM

330.0 LM

92.0 LM

450.0 SM

NOTE:

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

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

2. THE CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVE.

IN CASE OF DIFFERENT CONDITION, CONTRACTOR SHALL COORDINATE

WITH COR.

3. THE CONTRACTOR SHALL COODINATE WITH COR TO REPLANT TREES

FOR LOCATION.

TURF AREA TURF AREA

TURF AREA

A C

R O

A D

AC ROAD

A C

R O

A D

BRICK PAVEMENT

T/F

REPAIR / REPLACE ROAD, SIDEWALK AND

N

C-3

AS SHOWN

CHOE, S M. CAMP CASEY

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

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 / 350

SITE LAYOUT PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

- 5

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

SCHEDULE #2 (CONSTRUCT/ALTERATION)

- 6

- 5

- 5

- 6

- 6

- 6

- 5

PAINT PARKING LINE MARKING

W/ 150MM THK REFLECTIVE WHITE,

APPROX, 265.0 SM

1:350

0 20M15105

T/F T/F

X X

X

S

XX X

X

X

X

T/F

MECH.

ROOM

B

IK

E S

H E

D

E.P

2407 2408

TURF AREA

T U

R F

A R

E A

TURF AREA

A C

R O

A D

AC ROAD

A

C R

O A

D

BRICK PAVEMENT

CONSTRUCT AC PAVEMENT,

APPROX. 720.0 SM. SEE

REPLACE CON’C CURB

W/ GRANITE CURB,

APPROX. 145.0 LM.

SEE

REPLACE SOLID SODDING,

APPROX. 35.0 SM. SEE

INSTALL FOUR(4) BOLLARDS

AROUND CON’C POLE. SEE

- 6

- 6

REPLANT 8 EA TREES.

COORDINATE WITH COR FOR LOCATION.

SEE

REPLACE SIDEWALK,

APPROX. 70.0 SM.

SEE

REPLACE SIDEWALK,

APPROX. 27.0 SM.

SEE

- 6

REPLACE BOX-CULVERT W/ 0.7M

DIA RCP W/ RC ENCASEMENT,

APPROX. 30.0 LM. SEE

- 7

REPLACE 75MM THK AC

SURFACE COURSE,

APPROX. 2,930.0 SM.

SEE

1. REPLACE BRICK PAVEMENT.

3. REPLACE SIDEWALK.

2. REPLACE 75MM THK AC SURFACE COURSE.

4. REPLACE CON’C CURB W/ GRANITE CURB.

- 8

INSTALL HANICAP

SIGN POST. SEE

- 8

2A

INSTALL STOP

SIGN POST.

SEE

5. REPLACE BOX-CULVERT W/ 0.7M DIA RCP W/ RC

ENCASEMENT.

6. REPLANT 8 EA TREES.

7. REPLACE SOLID SODDING.

9. PAINT PARKING LINE MARKING W/ REFLECTIVE

WHITE.

1. CONSTRUCT AC PAVEMENT.

2. CONSTRUCT 8 EA SURFACE INLET W/ 300MM DIA

RCP PIPE TO CONNECT TO EXST DRAIN M/H.

3. INSTALL FOUR(4) BOLLARD AROUND CON’C POLE.

4. INSTALL STOP AND HANDICAP SIGN POST.

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

- 6

2B,C

REPLACE CON’C CURB W/ GRANITE CURB,

APPROX. 170.0 LM. SEE

- 6

REPLACE SIDEWALK, APPROX. 12.0 SM.

SEE

CONSTRUCT 8 EA SURFACE INLET

W/ 300MM DIA RCP DRAIN PIPE

TO CONNECT TO EXST DRAIN M/H,

APPROX. 105.0 LM. SEE

REPLACE BRICK

PAVEMENT,

APPROX. 1,750.0 SM.

SEE

REPLACE SODDING W/

100MM THK GRAVEL,

APPROX. 490.0 SM.

8. REPLACE SODDING W/ 100MM THK GRAVEL.

N

C-4

AS SHOWN

CHOE, S M. CAMP CASEY

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

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

- 4

SCALE: 1 / 350

1:350

0 20M15105

T/F T/F

X X

X

S

XX X

X

X

X

T/F

MECH.

ROOM

B

IK

E S

H E

D

2407 2408

TURF AREA

T U

R F

A R

E A

TURF AREA

A C

R O

A D

AC ROAD

A

C R

O A

D

BRICK PAVEMENT

5.50

3.60 3.60

STOP LINE CROSSWALKROAD SIDE LINE

5.50

.0

4 @ 6.0 = 24.00

.0

.7

.0

.7

5.50

3@6.0=18.00

.7

ROAD SIDE LINE

STOP LINE

NO PARKING

ZONE STRIPE

DIRECTION

ARROW

CROSSWALK

ROAD CENTER LINE

DASHED ROAD SIDE LINE

HANDICAP SIGN AND

SAFETY ZONE STRIPE

PARKING LINE

LINE MARKING LAYOUT PLAN

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

LINE MARKING LAYOUT PLAN

.0

.0

.7

STOP LINE

50 THK MIN

SOLID SOD

BLANKET

100 THK MIN

TOP SOIL

SCARIFIED AND

COMPACTED SUBGRADE

- 5

SCALE: NONE

SOLID SODDING

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

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

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)

1A

1B

AC PAVEMENT

1A

PRIME COAT

SUB GRADE

EXISTING

PAVEMENT

75MM THK ASPHALTIC CONCRETE

MISC. DETAILS - 1

SHALLOW SURFACE INLET - PLAN

D13 @ 225mm O.C. EACH WAY

BE PROVIDED

MIN. COVER TO

(TYP.)

S E C T I O N

D E T A I L

D13 DIAGONAL BAR

TYP. 4 EACH

D

IA

O U

T L E T

P

IP

E

1,000

V A

R

IE

S

D E T A I L

SEE

DETAIL

D13 @ 200

O.C. E.W.

D13 @ 200

O.C. E.W.

FLAT BAR (GALV)

50x10 @ 50 O.C.

10 10

CONC 21 MPa

GALVANIZED

50x10 FLAT BAR

GRATING FRAME

FLAT BAR (GALV)

50x10 @ 50 O.C.

L50x50x6 (GALV)

W/10 0x125 L ANCHOR

BAR WELD TO ANGLE

@ 600 O.C. MAX

GALV D10 CROSS BAR

WELD TO FLAT BAR

@ 100 O.C.

FIN GRADE

S

E E

P R

O F

I L

E

D10 CROSS BAR

GRATING SHALL

BE PLACED SO

CROSS BARS ARE

PERPENDICULAR

TO DIRECTION OF

PRINCIPAL INFLOWS

DRAIN PIPE

SEE PLAN

DRAIN PIPE

SEE PLAN

NOTES :

1. ALL EXPOSED STEEL MEMBERS SHALL BE

GALVANIZED.

2. GRATING SHALL BE GALVANIZED AFTER

FABRICATION.

3. INSTALL GALV. STEEL LADDER ONLY WHEN

DEPTH FROM TOP TO COVER TO INVERT

EXCEEDS 1.20 METERS.

4. USE 1 x 1 M WIDE OPENING WHEN DEPTH IS

GREATER THAN OR EQUAL TO 1.0M.

5. INSTALL LADDER RUNG WHEN DEPTH IS

GREATER THAN 1.0 M.

100 100

10 10

100 100

V A

R

IE

S

150 150

C

- 5

SCALE: NONE

SURFACE INLET

2A

2B

2C

2D

REPAIR / REPLACE ROAD, SIDEWALK AND

- 6

SCALE: NONE

SIDEWALK

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

2A S E C T I O N

2B

EXPANSION JOINT

2C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

CIVIL

C-6

AS SHOWN

CHOE, S M. CAMP CASEY

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

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:

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

IN

M

IN

OD + 600

TYPICAL TRENCH SECTION4

- 6

SCALE: NONE

- 6

15 GAUGE WIRE

TREE TRANSPLANTING DETAIL

STRAW ROPE

VARIES

TREE ROOT BALL

NOT TO SCALE

MIN

150 MIN

MIN

100mm HIGH BEAM

TREE ROOT BALL

STAKE 3EA, L=1.8M

60mm DIA WOODEN

- 6

SCALE: NONE

SUBGRADE

P A

V E

M E

N T

S E

C T

IO

N

A C

O R

P C

C

GRANITE CURB

CONCRETE 25-18-8

GRANITE CURB

BIKE PATH &

WALKING TRAIL

(FEDERAL STANDARD 595a, 30108)

CAST-IN-PLACE

CONC BASE

PAINTED DARK BROWNFNSH GRADE

300 DIA

50mm WIDE STRIPE OF WHITE

REFLECTIVE TAPE

C

O N

C

C A

P

FILLED W/CONC

100mm STEEL PIPE @ 1.0M O.C

- 6

SCALE: NONE

BOLLARD

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

NOTE :

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

REINFORCED CONCRETE ENCASEMENT3

- 6

SCALE: NONE

240 kgf/cm CONCRETE

M

IN

O .D

O

F

P I P

E

M

IN

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

COMPACTED SUBGRADE

50 THK, SANDING BED

SEE PLAN

BRICK PATTERN PLAN

TYPICAL SECTION

CONC HEADER

230X114X60 BRICK PAVERS

BUTT JOINT (WOOSUNG CERAMIC CO.

OR APPROVED EQUAL)

FHSH GRADE

CONC SIDEWALK SEE DET 1C

BUTT JOINT(TYP)

60 THK BRICK PAVEMENT

12.5mm PREFORMED

JOINT FILLER

CONC SIDEWALK

JOINT SEALANT

DETAIL

GRANITE HEADER

50 THK, SANDING BED

COMPACTED SUBGRADE

NOT TO SCALE

BRICK PAVEMENT

230X114X60 BRICK PAVERS

BUTT JOINT

(BRICK PAVER, WOOSUNG CERAMIC CO.

OR APPROVED EQUAL)

1A

1B

1C

100 THK, BASE COURSE

100 THK, BASE COURSE

CIVIL

C-7

AS SHOWN

CHOE, S M. CAMP CASEY

MISC. DETAILS - 3

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

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

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

NOT TO SCALE

SIGN POST DETAILS

RED PAINT

WHITE PAINT

50mm DIA GALV STEEL PIPE 2

M

IN

GRADE

FINISH

300 SQ

CONCRETE

2A

"STOP" SIGN & POST

2B

DIRECTIONAL ARROW

PAINT WHITE

PAVEMENT MARKING DETAILS

NOT TO SCALE

STOP LINE

225200

WHITE PAINT

1A

1B

NOT TO SCALE

NOT TO SCALE

CONC CURB

REFLECTIVE

WHITE PAINT

STRIPES (TYP)

CL

CL

TYP PARKING SPACE STRIPING

PARKING

RESERVED

(WHITE)

150mm WIDE

1C

PARKING

RESERVED

"HANDICAP" SIGN & POST

CIVIL

C-8

AS SHOWN

CHOE, S M. CAMP CASEY

MISC. DETAILS - 4

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

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

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

WHITE

BLACK

EXST SIDEWALK

150x150x10

BASE PLATE

GRANITE CURB

4 EA-12mm DIA 90MM(L)

STAINLESS ANCHOR BOLT

50mm DIA GALV

STEEL PIPE

"HANDICAP" SIGN DETAIL

2C

38mm RADIUS

6 T Y

P

IC

A L

450mm GAGE GALVANRED STEEL

PAINTED WHITE

PAINTED BLUE

LETTERING SHALL BE UPPER &

LOWER CASE HELVITA MEDIUM,

40mm CAPITAL LETTER

HEIGHT, CENTERED

M

IN

WHITE

TRAFFIC

PAINT

NOTE : SYMBOL TO BE PAINTED WITH WHITE

NON-REFLECTIVE TRAFFIC PAINT.

TYP HANDICAP LOGO

TYP NO PARKING ZONE STRIPING

NOT TO SCALE

NOTE :

1. PAVEMENT MARKING SHALL BE REFLECTIVE PAINT.

2. DETAIL OF DRAWINGS SHALL SHOW TYPICAL LINE MARKING DETAILS

BECAUSE LINE MARKING SHOWN ON DRAWINGS IS NOT ACCURATE.

THEREFORE CONTRACTOR SHALL COORDINATE THE LINE MARKING WORK

WITH DPW PRIOR TO START OF WORK.

R

.7

5%%D

25%%d

5%%D d

CROSSWALK DETAIL

WHITE STRIPES

SEE PLAN

CENTER LINE

1C

SIDE LINE

15050 150 50

150 mm WIDE REFLRCTIVE WHITE COLOR

CIVIL

C-9

AS SHOWN

CHOE, S M. CAMP CASEY

MISC. DETAILS - 5

REPAIR / REPLACE ROAD, SIDEWALK AND

PARKING AREA AROUND S-2400 AND 2409

145938

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

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

NO PARKING ZONE STRIPING

100mm WIDE REFLECTION

WHITE PAINT STRIPING (TYP)

CONC

CURB

,5

2,700 1,000

TYP LINE MARKING

1A

1B

1D

1E