Drawing.pdf

PDF 6 MB Posted Jan 30, 2024

Attached to: Convert Grass Area Into AFH Overflow Parking Lot, Camp Walker, Daegu, South Korea
Solicitation number: W90VN924R0023
Issued by: Department of the Army Materiel Command Army Contracting Command

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Written by GovTribe AI · Jan 30, 2024

This solicitation is for a construction project to convert a grass area into an additional parking lot for family housing at Camp Walker in Daegu, South Korea. The scope of work includes removing existing features from the site, installing new asphalt pavement, concrete sidewalks, retaining walls, storm drains, and roadway lighting. Bidders must follow all applicable Army regulations and Korean environmental standards when performing demolition and disposal work. The pre-proposal site visit will be held on January 4, 2024 and bids are due by January 24, 2024. The period of performance is 120 calendar days following award.

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 06

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

USING AGENCY

DATE:04 JAN 24

J1-00066-3J

CIVIL

C - 1

C - 2

C - 3

CIVIL

PROJECT NO. J1-00066-3J, CAMP WALKER

5 C - 4

6 C - 5

7 C - 6

8 C - 7

9 C - 8

10 C - 9

LOCATION PLAN

REMOVAL PLAN

SITE LAYOUT PLAN

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

CAMP WALKER

11 C - 10

12 C - 11

13 C - 12

14 C - 13

15 C - 14

16 C - 15

E - 1

E - 2

E - 3

GRADING & STROM DRAINAGE PLAN

PARKING LAYOUT PLAN

RETAINING WALL LAYOUT PLAN

RETAINING WALL PROFILE

TYPICAL SECTIONS

CONCRETE RETAINING WALL DETAILS

CURB INLET DETAILS

STEEL HANDRAIL DETAIL

EXISTING EXTERIOR LIGHTING PLAN

NEW EXTERIOR LIGHTING PLAN

SIDEWALK DETAILS

ASPHALT CONCRETE PAVEMENT, CONCRETE RAMP, CONCRETE CURB, CONCRETE CURB & GUTTER AND CONCRETE

PAVEMENT MARKING, SIGN & POST AND CAR WHEEL STOPS DETAILS

PAVEMENT MARKINGS AND SIGN & POST DETAILS

CONCRETE SURFACE INLET AND CONCRETE DRAIN MANHOLE DETAILS

LEGEND, NOTES, SCOPE OF WORKS AND ROADWAY LIGHTING FIXTURE DETAIL

ELECTRICAL

CAMP WALKER

LOCATION PLAN

CHI, K.K.

PARK, WON CHAE

THIS PROJECT

SEE SITE PLANS

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SCALE : 1 / 3000

GRAPHIC SCALE

(IN METERS)

0 60 120

SCALE: 1 : 3000

LOCATION PLAN

STOP

S-398

S-363

S-373S-372 S-367

S-409

T-392T-391T-390

T-235 Golf Course

S-468

T-445

T-444

T 9 S-470

S-457 T-465

T-466

S-450T-706

S-324

S-422

S-335

S-320

S-338

S-200

S-216T-213

S-452

T-720T-721

T-235 Golf Course

GATE 6

S-403

TMP Washrack

188TH MP

S-431

S-430

T-433

S-441

GOLAN 10

T-442

S-414

S-411

S -416S

-410

S-440

S-711

T-712

S-358

S-349

S-408 T-421

S -420

T-342

T-387

S-701

S-348

T-235 Golf Course

KELLY FIELD

S-252

S-283

S-205

S-208

S-261

S-260

S-202

S-217

S-212

S-222

S-382

S-362

S-360

S-368

S-386

S-38

T-235 Golf Course

S-2

S-

S-148

S-149 S-163

T-164

S-165

S-166

S-565

S-161

T-158

S-617

S-57

S-574

S-556

S 1S-566

T-569

S-57

S-584

T-614

S -602

S-601

S-

S- 2S-221

T-573

S-267

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S-592

T-594

S-379

S-374

S-310

T-340

S-330

T-341

SUBSTATION

MIDDLE / HIGH SCHOOL

S-321

S-359

GATE 4

S-393

APSAN OVERPASS BRIDGE

S-357

T-364

S-356

T-355

S-353 S-399

S-350

S-352

S-344 tank-1 water tank-2 water

STREET

WASHINGTON

S-556

S-

S-5

S-585

S-315

S-226

S-316

S-237

CDC

S-

S-182 S-555

S-557

S-228

S-230

S-227

S-616

P A R

S T R

U C T U

R E

P A R

S T R

U C T U

R E

TOWER 2

FAMILY HOUSING

P A R

S T R

U C T U

R E

TOWER 3

FAMILY HOUSING

P A R

S T R

U C T U

R E

T O

W E

F A

H O

U S

T O

W E

F A

U S

LOT

PARKING

LATRINE

S-265

(U N

D E

N S T R

U C

L O

D G

S-232

S-250

POND

CIVIL

04 JAN 24

J1-00066-3J

AS SHOWN 1 18

D - 24 - 06

C-1

4 32

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

REMOVAL PLAN

J1-00066-3J D - 24 - 06

2 18AS SHOWN

CAMP WALKER

~BRIC

GLGL

GL GL

GLGL

GL GL

AC AC

ACAC

ACACAC

SW SW

SMH

TREE

CON

CLCLCLCLCL

BLDG

POLE

NELI

LET

BRK

ALK

ARROW

.15

.6 02 98

.10

.19

.3 03 96

.4 43 96

.8 73 97

.0 73 97

.2 04 97

.10

.13

.10

.12

.16

.10

.12

.19

.18

.15

.12

.11

.3 57 97

.10

.18

.17

.11

.16

.15

EPEP

S/B

EP EP

S/P

REMOVAL PLAN1

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

REMOVAL NOTES

SATISFACTION OF THE CONTRACTIING OFFICER.

DEMOLISHING OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION TO

UTILITY LINES.

DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF

FUEL OIL, NATURAL GAS AND ELECTRICAL LINES) ARE SHOWN ON THE

UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN,

REQUIREMENTS).

THE USFK REGULATION 201-1, TABLE 2-7 (DUST REDUCTION

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT

ABBREVIATIONS:

SCALE : 1 / 200

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

~AC~

96.0

97.0

98.0

99.0

98.0

97.0

98.0

REMOVE EXISTING TREES

B R

~SIDEWALK~

E W

A L K

~SIDEWALK~

(PVC, D=

200, ASSUMED)

Sx(PVC, D=200, ASSUMED)

(P V C , D

, A

S S

U M

E D

S x

(P V C , D

, A

S S

U M

E D

S x

(P V C , D

, A

S S

U M

E D

S T

(R C P , D

, A

S S

U M

E D

(RCP, D=450, ASSUMED)

(R C

P , D

, A

S S

U M

E D

S T

, A

S S

U M

E D

S x

(PVC, D=200, ASSUMED)

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

PREPARATION OF ESTIMATED PRICE, (ADMINISTRATIVE RULE OF KOREA).

BE APPLIED A STANDARD RATE UNDER ARTICLE 20 OF THE STANDARD

SHALL BE INCLUDED IN THE MAINTENANCE FEE. AND THE COSTS SHALL

CONTROL SYSTEM MANAGER), SSHO(SITE SAFETY AND HEALTH OFFICER)

COSTS FOR PM(PROJECT MANAGER), CQCSM(CONSTRACT QUALITY

PROJECT.

THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED BY

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

GENERAL NOTES:

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEM

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

SCOPE OF WORK.

PROJECT.THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE CIVIL

INSTALLATION MANAGEMENT COMMAND" FORM AS A PART OF THIS

KOREA, REVISION1, 30 OCTOBER 2015, DEPARTMENT OF THE ARMY

AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA PROJECT,

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT COMMAND"

DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER 2015,

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

AND/OR MILITARY TRAFFIC AND OPERATIONS.

PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING WITHOUT

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

REGULATIONS.

LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS AND

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.GOVERNMENT

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS14.

13.

10.

11.

12.

15.

16.

17.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

1. THE CONTRACTOR SHOULD 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 SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

GOVERNMENT.

LAY DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE

STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO

APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD OFFICES AND

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE LOCATION

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

PRIOR TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

E/P : ELECTRIC POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

LEGEND:

ITEMS TO BE REMOVED/ REPLACED

EXST. WATER LINEWx

S EXST. SEWER LINEx

EXST. STORM DRAIN LINE

TO BE REPLACED

EXISTING CONCRETE CURB INLET

REMOVE EXISTING STORM DRAIN LINE

PROJECT WORK LIMIT

REMOVE EXISTING CONCRETE SIDEWALK

TO BE REPLACED

AND BRICK PAVER

EXISTING CONCRETE SIDEWALK

TO BE RESTORED, AS REQUIRED

EXISTING CONCRETE CURB INLET

REMOVE EXISTING CONCRETE CURB AND GUTTER

TO BE REPLACED

EXISTING CONCRETE CURB AND GUTTER

TO BE REPLACED

EXISTING ASPHALT CONCRETE PAVEMENT

C-2

CIVIL

TO BE REPLACED

EXISTING CONCRETE SEWER MANHOLE

#1 (CONSTRUCTION/ALTERATION)

10.

11.

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

SITE LAYOUT PLAN

J1-00066-3J D - 24 - 06

3 18AS SHOWN

CAMP WALKER

AC AC

ACAC

ACACAC

SW SW

SMH

CON

CLCLCLCLCL

CL BLDG

POLE

NELI

LET

BRK

ALK

ARROW

.15

.10

.13

.10

.12

.16

.10

.12

.19

.18

.15

.12

.11

.18

.17

.11

.16

EP EP

S/P

2 3

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

ABBREVIATIONS:

SCALE : 1 / 200

GRAPHIC SCALE

SCALE: 1 : 200

4000 8000

SITE LAYOUT PLAN

~AC~

B R

~SIDEWALK~

E W

A L K

~SIDEWALK~

(PVC, D=

200, ASSUMED)

Sx(PVC, D=200, ASSUMED)

(P V C , D

, A

S S

U M

E D

S x

(P V C , D

, A

S S

U M

E D

(R C

P , D

, A

S S

U M

E D

S T

, A

S S

U M

E D

S x

(PVC, D=200, ASSUMED)

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

YEILD STOP

(P V C , D

, A

S S

U M

E D

S x

SEE DETAIL

WITH NEW CONCRETE STORM DRAIN MANHOLE

REPLACE EXISTING CONCRETE CURB INLET

SEE DETAIL

INSTALL WHEEL STOPS

SEE DETAIL

WITH CONCRETE FOOTINGS

INSTALL STEEL HANDRAILS

SEE DETAIL

CONSTRUCT CONCRETE RETAINING WALL

SEE DETAIL

CONSTRUCT CONCRETE CURB

9 9

E/P : ELECTRIC POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

3 39 9

N 22.763 E -24.872

LEGEND:

INCLUDING BASE AND SUBBASE COURSE

NEW ASPHALT CONCRETE PAVEMENT

T.B.M. : TEMPORARY BENCH MARK

INCLUDING BASE COURSE

NEW CONCRETE SIDEWALK

EL=98.508

N -2.743 E -41.360

NAIL #2

S T

SCOPE OF WORK

INSTALL SIGNS AND POSTS.

INSTALL WHEEL STOPS.

INSTALL STEEL HANDRAILS WITH CONCRETE FOOTINGS.

AND SUBBASE COURSE.

CONSTRUCT ASPHALT CONCRETE PAVEMENT INCLUDING BASE

CONSTRUCT CONCRETE RETAINING WALL.

CONSTRUCT CONCRETE CURB.

CONSTRUCT CONCRETE CURB INLET.

CONSTRUCT CONCRETE SURFACE INLETS.

CONSTRUCT CONCRETE CURB AND GUTTER.

#2 (REPAIR/MAINTENANCE)

REMOVE EXISTING CONCRETE SIDEWALK.

REPLACE EXISTING CONCRETE CURB AND GUTTER.

REMOVE EXISTING TREES.

REMOVE EXISTING STORM DRAIN LINE.

REMOVE EXISTING CONCRETE CURB AND GUTTER.

10.

REPLACE EXISTING SEWER MANHOLE, TOP SLAB AND WALL.

11.

12.REROUTE UNDERGROUND UTILITY LINES.

13.SOD WITH TOP SOIL AND SOLID SODDING.

BASE AND SUBBASE COURSE.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT INCLUDING

CONCRETE STORM DRAIN MANHOLE.

REPLACE EXISTING CONCRETE CURB INLET WITH NEW

WITH NEW CONCRETE SIDEWALK AND RAMPS.

REPLACE EXISTING CONCRETE SIDEWALK AND BRICK PAVER

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

SEE REMOVAL NOTES ON DRAWING REF. NO. C-2.2.

SEE GENERAL NOTES ON DRAWING REF. NO. C-2.

#3 (GENERAL REQUIREMENTS)

SAME AS EXIST.

RESTORE EXISTING CONCRETE CURB INLET, AS REQUIRED,

PAINT PARKING STRIPES, MARKINGS, CROSSWALKS AND ETC.

EXCAVATION, COMPACTION AND ETC.

PROVIDE EARTH WORKS INCLUDING

NOTES:

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPECIFICATION.

WITH SOLID SODDING AND TOP SOIL.

ALL UNPAVED, ISLAND, CUT/FILLED AREAS WITHIN THE PROJECT WORK LIMIT SHALL BE FULLY COVERED

ELEVATION TO WITHIN 5 MILLIMETERS.

TOP OF MANHOLE COVERS AND SURFACE INLETS SHALL MATCH TO THE FINISH GRADE AND PAVEMENT

SEE DETAIL

CONSTRUCT CONCRETE CURB INLET

SEE DETAILS

PAINT PARKING STRIPES, MARKINGS, CROSSWALKS AND ETC.

SEE DETAIL

CONSTRUCT CONCRETE SURFACE INLETS

(PROJECT WORK LIMIT)

REROUTE UNDERGROUND UTILITY LINES

(PROJECT WORK LIMIT)

SOD WITH TOP SOIL AND SOLID SODDING

SEE DETAILS

INCLUDING BASE AND SUBBASE COURSE

CONSTRUCT ASPHALT CONCRETE PAVEMENT

PROJECT WORK LIMIT

SEE DETAIL

INSTALL SIGNS AND POSTS

SEE DETAILS

INCLUDING BASE AND SUBBASE COURSE

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT

AS REQUIRED, SAME AS EXIST.

RESTORE EXISTING CONCRETE CURB INLET,

SEE DETAIL

REPLACE EXISTING CONCRETE CURB AND GUTTER

SEE DETAIL

CONSTRUCT CONCRETE CURB AND GUTTER

SEE DETAILS

WITH NEW CONCRETE SIDEWALK AND RAMPS

REPLACE EXISTING CONCRETE SIDEWALK AND BRICK PAVER

N 22.763 E 8.348

EL=99.189

N 0.000 E 0.000

NAIL #1

N 22.763 E -8.552

N 22.763 E -41.152

N 17.759 E 8.348

N 11.938 E 8.348

N 8.933 E 5.241

N 8.933 E -2.652

N 3.433 E -2.652

N 3.433 E -43.902

N 16.863 E -43.902

2,000

R 1,500

R 1, R 2, R 4,572

R= 4, R= 1,500

N 18.018 E -43.902

EXST. WATER LINEWx

S EXST. SEWER LINEx

EXST. STORM DRAIN LINE

ST NEW STORM DRAIN LINE

INSTALL STORM DRAIN LINES, (RCP, D=300 & PVC, VG1, D=200).

SEE PLAN

(RCP, D=300 & PVC, VG1, D=200)

INSTALL STORM DRAIN LINES,

EL=99.182, (ASSUMED)

EXST. SEWER MANHOLE

CENTER AND TOP OF

TBM

C-3

CIVIL

SEE DETAIL

TOP SLAB AND WALL.

REPLACE EXISTING SEWER MANHOLE,

1, M

TYP.

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT A GRASS AREA INTO

GRADING & STROM DRAINAGE PLAN

J1-00066-3J D - 24 - 06

4 18AS SHOWN

CAMP WALKER

AC AC

SW SW

SMH

POLE

LET

BRK

ALK

.13

.10

.12

.16

.12

.19

.18

.15

.12

.11

.18

.17

.11

.16

S/B

EP EP

S/P

~AC~

98.0

97.0

96.0

98.0

99.0

98.0

SCALE : 1 / 150

GRADING & STORM DRAINAGE PLAN

~AC~

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

(R C

P , D

, A

S S

U M

E D

S T

(R C P , D

, A

S S

U M

E D

S T

(RCP, D=450, ASSUMED)ST

(RCP, D=450, ASSUMED)

EL=99.182

EXST. SEWER MANHOLE

CENTER AND TOP OF

TBM

STST

NOTE:

THE NEW DRAINAGE SYSTEM SHALL FUNCTION PROPERLY WITHOUT COMPROMISING THE FUNCTION OF THE ORIGINAL SYSTEM.

2.FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE AND MATCH TO THE EXISTING GROUND ELEVATION.

(P V C V G 1, D

S T

OUT INV. EL.=96.200 (ASSUMED)

TOP EL.=96.800 (ASSUMED)

NEW SURFACE INLET #1

OUT INV. EL.=95.380 (ASSUMED

TOP EL.=95.980 (ASSUMED)

NEW SURFACE INLET #3

OUT INV. EL.=95.200 (TO EXST. C.I., ASSUMED)

IN INV. EL= 95.260 (FROM NEW S.I. #3, ASSUMED)

IN INV. EL.=95.300 (FROM NEW S.I. #1, ASSUMED)

TOP EL.=95.960 (ASSUMED)

NEW SURFACE INLET #2

B R

~SIDEWALK~

ABBREVIATIONS:

C.I. : CURB INLET

S.I. : CONCRETE SURFACE INLET

A.C. : ASPHALT CONCRETE

(RCP, D=300) (RCP, D=300)

C-4

CIVIL

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT A GRASS AREA INTO

PARKING LAYOUT PLAN

J1-00066-3J D - 24 - 06

5 18AS SHOWN

CAMP WALKER

GLGL

AC AC

SW SW

SMH

CON

CLCLCLCLCL

POLE

NELI

LET

BRK

ALK

ARROW

.15

.10

.13

.10

.12

.16

.12

.19

.18

.15

.12

.11

.18

.17

.11

.16

EP EP

S/P

SCALE : 1 / 150

PARKING LAYOUT PLAN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

B R

~SIDEWALK~

E W

A L K

~SIDEWALK~

~AC~

R 2, 0 R

1,500

R 2,000

R 1, YEILD STOP

’STOP’ SIGN AND POST’YIELD’ SIGN AND POST

R 1,500

~SIDEWALK~

R 4, R 4,572

SEE

’HANDICAP’ SIGN AND POST

C-5

CIVIL

7,620

2,7502,750

2,750

1, CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

RETAINING WALL LAYOUT PLAN

J1-00066-3J D - 24 - 06

6 18AS SHOWN

CAMP WALKER

GLGL

AC AC

AC SW

SW SW

SMH

CON

CLCLCLCLCL

POLE

NELI

LET

ARROW

.15

.10

.13

.10

.16

.12

.19

.18

.15

.12

.11

.18

.17

.16

EP EP

S/P

SCALE : 1 / 150

RETAINING WALL LAYOUT PLAN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

~SIDEWALK~

E W

A L K

~SIDEWALK~

~AC~

C-6

CIVIL

STA.0+0.000

TOP EL.=96.400 (ASSUMED)

BOT EL.=SEE PROFILE

FIN EL.=96.300 (ASSUMED)

STA.0+14.585

TOP EL.=97.500 (ASSUMED)

BOT EL.=SEE PROFILE

FIN EL.=97.394 (ASSUMED)

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

A S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

S T

A .0

T O

E L

S S

U M

E D

B O

E L

S E E

R O

E F

E L

S S

U M

E D

STA.0+61.635

TOP EL.=98.900 (ASSUMED)

BOT EL.=SEE PROFILE

FIN. EL.=98.745 (ASSUMED)

STA.0+69.528

TOP EL.=98.750 (ASSUMED)

BOT EL.=SEE PROFILE

FIN. EL.=98.659 (ASSUMED)

STA.0+73.971

TOP EL.=98.750 (ASSUMED)

BOT EL.=SEE PROFILE

FIN. EL.=98.611 (ASSUMED)

STA.0+74.984

TOP EL.=98.700 (ASSUMED)

BOT EL.=SEE PROFILE

FIN. EL.=98.600 (ASSUMED)

STA.0+79.919

TOP EL.=97.500 (ASSUMED)

BOT EL.=SEE PROFILE

FIN. EL.=97.400 (ASSUMED)

FINISH GRADE (ASSUMED)

NEW AC SURFACE (ASSUMED)

RETAINING WALL PROFILE

1. CONTROL JOINTS ARE NOT SHOWN.

2. FOR CONTROL JOINT, SEE JOINT DETAIL ON DRAWING REF. NO. C-12.

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT A GRASS AREA INTO

RETAINING WALL PROFILE

J1-00066-3J D - 24 - 06

7 18AS SHOWN

CAMP WALKER

99.0

98.0

97.0

96.0

95.0

ABBREVIATIONS:

E.J. : EXPANSION JOINT

NOTES:

E L E

V A T

T E

R S

S T

A T

S T

A .0

P O

W A L L

E N

S T

A .0

E .J

S T

A .0

S T

A .0

E .J

S T

A .0

S T

A .0

E .J

S T

A .0

S T

A .0

E .J

S T

A .0

S T

A .0

E .J

S T

A .0

E .J

S T

A .0

E .J

S T

A .0

S T

A .0

E .J

S T

A .0

VER : 1 / 50, HOR : 1 / 150

SCALE

GRAPHIC SCALE

SCALE: 1 : 50

1000 2000

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

C-7

CIVIL

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

TYPICAL SECTIONS

J1-00066-3J D - 24 - 06

8 18AS SHOWN

CAMP WALKER

575 575SEE SITE LAYOUT PLAN3001,6001,800

(ASSUMED)

EXISTING FINISH SURFACE

2.6% SLOPE (TYP.)

CONCRETE SIDEWALK

& GUTTER

CONCRETE CURB

RETAINING WALL

NEW CONCRETENEW CONCRETE RETAINING WALL

CONCRETE SIDEWALK

& GUTTER

CONCRETE CURB

TOP EL. =96,075 (ASSUMED)

CONCRETE SEWER MANHOLE

SEE SITE LAYOUT PLAN

5751,800575 300

CONCRETE SIDEWALK

& GUTTER

CONCRETE CURB

CONCRETE RETAINING WALL

(ASSUMED)

EXISTING FINISH SURFACE

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE CURB&GUTTER

SEE SITE PLAN

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SEE SITE LAYOUT PLAN

NOT TO SCALE

TYPICAL SECTION -1

TYPICAL SECTION -2

3 8

(T=300)

NEW SUBBASE COURSE

(T=225)

NEW BASE COURSE

(T=75)

NEW AC PAVEMENT

3 (MAX.)

SEE SITE LAYOUT PLAN

(T=300)

NEW SUBBASE COURSE

(T=225)

NEW BASE COURSE

(T=75)

NEW AC PAVEMENT

APPROX. 29,105

3,742

APPROX.

APPROX. 49,964

CONCRETE CURB & GUTTER

C-8

NOT TO SCALE

CONCRETE SIDEWALK

JOINT FILLER JOINT SEALER

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

9.5

EXPANSION JOINT

AGGREGATE USED.

BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE OF THE

BE AT LEAST ONE - FOURTH OF THE SIDEWALK SLAB THICKNESS.

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

CONTRACTION JOINT

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 21 MPA

SEE PLAN

WIDTH (VARIES)

SECTION

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

AND CONCRETE SIDEWALK DETAILS

CONCRETE CURB, CONCRETE CURB & GUTTER

ASPHALT CONCRETE PAVEMENT, CONCRETE RAMP,

J1-00066-3J D - 24 - 06

9 18AS SHOWN

CAMP WALKER

NOT TO SCALE

NEW ASPHALT CONCRETE

PRIME COAT

ASPHALT CONCRETE PAVEMENT (T=75)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

EXST. AC SURFACE

EXST. SUBBASE COURSE

NEW AC PAVED

SECTION

COAT

BITUMINOUS TACK

SAW CUT & APPLY

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

PRIME COAT

NOT TO SCALE

CONCRETE RAMP (TYP.)

SLOPE

JOINT SEALER

15R

25 150

NFSM

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

EXPANSION JOINT

12.5mm PREMOLDED

BRICK PAVED OR GRADE

CONCRETE SIDEWALK

CAST-IN-PLACE

CONCRETE CURB

SECTION

FLEXIBLE PAVEMENT

PROVIDE EXPANSION JOINTS AT MAX. 15M INTERVALS.

NOTES:

NOT TO SCALE

CONCRETE CURB

"C"

CONCRETE CURB

EXPANSION JOINT

12.5mm PREMOLDED

CONCRETE RAMP(T=100)

WWF (150 x 150 x 4 DIA)

EXPANSION JOINT

12.5mm PREMOLDED

CONC. SIDEWALK

2-D13 BARS

COMPACTED SUBGRADE

BASE COURSE (T=100)

2-D13 BARS

fy = 440 Mpa fy = 392 Mpa (GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

CONFORM TO ACI STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

NFSM

R 6.3%

SUBGRADE

SLOPE

CONCRETE SIDEWALK

25150

2. "C" DIMENSION CONSTANT EQUALS PAVEMENT’S SECTION MINUS 300mm

1. PROVIDE EXPANSION JOINTS AT MAXIMUM 15m. INTERVALS (MATCH SIDEWALK)

NOTE:

SEE PLAN

PAVING SECTION

FLEXIBLE

CONCRETE CURB & GUTTER

NOT TO SCALE

CONCRETE CURB & GUTTER

3 9

BITUMINOUS JOINT FILLER

12.5mm THICKNESS EXPANSION

3 9

C-9

BLACK SYNTHETICTYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

SYNTHETIC TYPE

CAR WHEEL STOPS

NOT TO SCALE

3 10

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

AND CAR WHEEL STOPS DETAILS

PAVEMENT MARKING, SIGN & POST

J1-00066-3J D - 24 - 06

10 18AS SHOWN

CAMP WALKER

PARKING SYMBOL

WHITE HANDICAPPED

255 460 200

1, 1,600

1, PARKING SYMBOL

WHITE HANDICAPPED

BACKGROUND

BLUE H/C

1, PARKING

RESERVED

ACCESSIBLE

VAN

WHEN REQUIRED

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

W/ WHITE SYMBOL

BLUE BACKGROUND

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

( AS NECESSARY)

ADDED SIGN

(CAST-IN-PLACE)

CONCRETE FOOTING

(D50MM)

POLE, UNPAINTED

GALVANIZED STEEL

FROST LINE

G.L.

POST COVER CUSHION

PAVEMENT COMPOUND. SEE OMA SPEC. SECTION 32 17 24.00 10.

PAVEMENT MARKINGS SHALL BE THERMOPLASTIC REFLECTORIZED

NOTE:

AND COR AND GET APPROVAL BEFORE PAVEMENT MARKINGS.

THE CONTRACTOR SHALL COORDINATE WITH THE USING AGENCY

(MIN.)

1,530 (5 FT)

SEE DETAIL A

1,600

(MIN.)

3,350 (10 FT)

/ 6 ,0

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

NOT TO SCALE

HANDICAPPED PARKING SPACE W/ ACCESS AISLE

PLAN (TYP)

MARKING DETAIL

PAVEMENT MARKING

BLUE REFLECTIVE PAINT

PAVEMENT STRIPES

UNPAINTED PAVEMENT

HANDICAPPED ACCESS AISLE

PAVEMENT STRIPES FOR

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

FOR NO PARKING

PAVEMENT STRIPES

LC LC

MARKING

PAVEMENT

ACCESS AISLE

PAINT STRIPES (TYP.)

BLUE REFLECTIVE

REFLECTIVE PAINT

150MM BLUE

CONCRETE CURB

SURFACE

UNPAINTED

SIGN AND POST

AND BORDER

W/ BLUE LETTERS

WHITE BACKGROUND

C-10

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

DETAILS

PAVEMENT MARKINGS AND SIGN & POST

J1-00066-3J D - 24 - 06

11 18AS SHOWN

CAMP WALKER

MARKING DETAILS

3,000 (TYP.)

STOP LINE (WHITE)

CENTER SOLID LINE (YELLOW)

CROSSWALK (WHITE)

1,800 (TYP.)

DIRECTIONAL ARROWS

(12")

(9 .5 ft

1, (4 .5 ft

1, (5 .0 ft

(4 .0 ft

1, (3 .0 ft

(8 .0 ft

(12")

1, (5 .0 ft

(3 .0 ft

R 1,0

2,438 (8.0 ft)

2,896 (9.5 ft)

CROSSWALK AND STOP LINE

1,800 MIN.

AS REQUIRED

1,200 MIN.600 600 1,800 MIN.

YIELD LINE DETAIL

305 (12")

DIRECTION OF TRAVEL

610 (24")

SIGN AND POST DETAILS4

SEE SITE PLAN

NOT TO SCALE

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

UNIT #15746, APO AP 96218-5746

DATE:

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

NOT TO SCALE

TURN LANE- USE ARROW

THROUGH LANE- USE ARROW

NOT TO SCALE

(TYP.)

WHITE BORDER

RED

WHITE BACKGROUND

R50

600 TYP.

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

SIGN BOARD

SUPPLEMENTAL

(D50MM)

POST,UNPAINTED

GALVANIZED STEEL

250 MIN.

(CAST-IN-PLACE)

CONCRETE FOOTING1,

NOT TO SCALE

W/ WHITE LETTERS

RED BACKGROUND

WHITE BORDER

20 STOP

YIELD

3 11

C-11

2/3a

C L E

A R b a

/3 a c

QM N

MATERIAL FILL

IMPERVIOUS

JOINT SEE DETAIL

EXPANSION OR CONST.

BACK FILL

JOINT FILLER

19 PREFORMED

SEALANT

SURFACE

EXPOSED

TYPICAL JOINTS IN CONCRETE WALLS

a h

BLANKET FILTER

SAND AND GRAVEL

1,800 OC

HORIZONTALLY

VERTICALLY AND

WEEP HOLES(D=50)

Q= D

EGRE

DRAINAGE SWALE

0 40 DEGREE

NOT STEEPER THAN

AT ANGLE OF REPOSE

BACKFILL SLOPING

& OILED

ONE END PAINTED

DOWELS @600 O.C.

19MM DIA. x 600

WATER STOP

2.1m

1.8m

1.5m

0.9m

1.2m aB

1,575

1,350

1,150

3.9m

3.6m

3.0m

2.4m

2.7m

3.3m

4.5m

4.2m

2,850

2,425

2,225

2,000

2,650

3,300

3,075 b c

1,050

1,425

1,200

1,100

1,325

1,675

1,550

(mm) (mm) (mm)(mm)

1,825

(m)

WALL=h

HEIGHT OF

D13D13D16250D13 1,4503.0m

Q U

A N

1.2m

0.9m

B A

2.7m

1.8m

1.5m

2.1m

2.4m D13

D13

B A

S P

A C

(m m

LENGTH

S P

A C

(m m

E LENGTH

B A

(m m

S P

A C

E LENGTH

(m m

B A

S P

A C

D13

E LENGTH

D16

D13

D16

(m m

O a-b a b

S P

A C

E (m m

LENGTH

S P

A C

B A

1,500D13

2,375

D13

1,350D13

(m m

)LENGTH

S P

A C

B A

R S

D13 250D13

SIZE

(m m

BAR

S P

A C

Q U

A N

D13

(m m

BAR

SIZE

S P

A C

4.2m

4.5m

3.3m

3.6m

3.9m

D19

D16

D19

D16

1,850

1,700

2,350

2,300

2,450

1,500

1,650

D16

1,750

2,050

1,625

1,575

1,700

D16

D19

D16

(m)

WALL=h

HEIGHT

(mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm)

D22

1,500

1,450

1,150

D25

D25 1400

D22

610 330 1030 1030

810 380 1360 1360

1010 480 1680 1680

1210 590 2010 2010

1430 690 2330 2330

2660 1680 790 2660

2980 1860 900 2980

3310 2080 1000 3310

3630 2280 1100 3630

3960 2510 1200 3960

4280 2710 1310 4280

4610 2930 1440 4610

4930 3160 1510 4930

75 CLEAR

W H

A P P L

A B

L E

F R

O S T

P T

SURFACE

EXPOSED

REINFORCEMENT OF RETAINING WALL

FABRIC ENCIRCLING

300x300x300 W/GEOTEXTILE

BARRIER POCKET

CAPILLARY WATER

KEYWAY

50x150

D13 @250 O.C.

DESIGN CRITERIA

NOTES

(1.5m MAX. O.C.)

CONTROL JOINT

TYPICAL RETAINING WALL SECTION

ELEVATION

MATERIAL FILL

IMPERVIOUS

N O

QM N

T Q

250 250 300

250 250

SHEET OF

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

A CB FED HG

NOT TO SCALE3

1 CONCRETE RETAINING WALL

3. CONCRETE SURFACE SHALL BE FINISHED WITH PATTERN APPROVED.

19 mm.

2. RETAINING WALL EXPOSED EDGES SHALL BE CHAMFERED A MINIMUM OF

TO FOOTING PLACEMENT.

SOIL. OVER-EXCAVATION SHALL BE FILLED WITH 14 Mpa CONCRETE PRIOR

1. RETAINING WALL FOOTINGS SHALL BEAR OR CAST AGAINST UNDISTURBED

(30m MAX. O.C.)

EXPANSION JOINT

(12m MAX. O.C.)

CONSTRUCTION JOINT

D13

D16

D13

GRADE 40, fy = 300MPa.

REINFORCING STEEL SHALL CONFORM TO ASTM A-615,

2. REINFORCING STEEL :

SHALL BE 21MPa..

COMPRESSIVE STRENGTH OF CONCRETE fc’ @ 28 DAYS

1. CONCRETE :

D13

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

CONCRETE RETAINING WALL DETAILS

J1-00066-3J D - 24 - 06

12 18AS SHOWN

CAMP WALKER

C-12

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

CONCRETE DRAIN MANHOLE DETAILS

CONCRETE SURFACE INLET AND

J1-00066-3J D - 24 - 06

13 18AS SHOWN

CAMP WALKER

BOTTOM

D16 BARS TOP AND

ONLY

D16 BARS BOTTOM

TOP AND BOTTOM

D13 BARS-EDGES,

@ 125 O.C. E.W.

D13 BARS

FOR MANHOLE W/LADDER.

USE 775mm MIN. MANHOLE OPENING

NOTE:

1,200

OUTLET PIPE

INLET PIPE

200 200

CONCRETE (DRAIN) MANHOLE

OF PRINCIPAL INFLOWS

PENDICULAR TO DIRECTION

SO CROSS BARS ARE PER-

GRATING SHALL BE PLACED

8mm CROSS BAR GRATING

150600 44150 44

6 6

D16 DIAGONAL BARS

V A

D13 BAR @ 200mm O.C.

FOR SLOPE

OF PRINCIPAL INFLOWS

DRAIN PIPE

SLOPE 5% MIN SLOPE

200 200600

150600 44150 44

6 6

SHALLOW SURFACE INLET - PLAN

SECTION

O.C. E.W.

D13 @ 200

SEE SITE LAYOUT PLAN

RCP PIPE, (D=300)

WELDED TO FLAT BARS

@ 100 O.C.

8mmX8mm CROSS BAR

44 150

5mm

TYP. 4EACH

D16 DIAGONAL BAR

(TYP.)

BE PROVIDED

MIN. COVER TO

REVIEWED BY

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

NOT TO SCALE

DETAIL

SECTION

NOTE:

: WHEEL LOAD= 79 KN(8.0 TONS)

SUFRACE INLETS SHALL BE FOR 20-TON DESIGN TRUCK LOAD

WITH SPECS. MINIMUM TRAFFIC LOAD FOR STEEL GRATING ON

STEEL GRATINGS FOR CONCRETE SURFACE INLETS SHALL COMPLY

L - 80mmX80mmX6mm

75mmX7mmX4mm @ 25mm O.C

I BAR

@ 200mm O.C.

D13 BAR

10mmX150mm

8EA-ANCHOR

D13 @ 200mm O.C. E.W.

SEE DETAIL

CONCRETE SURFACE INLET

SHEET OF

TOP SLAB REINFORCING

PLAN

NOT TO SCALE3

200200

UNIFORMLY SPACED

D13 BARS BOTHWAYS

D13 LOOP

AND COVER

C.I. MANHOLE FRAME

RING 700 DIA.

S E

E P

L A

N V

A R

LADDER

1,200 MIN

CONCRETE RING

40 CLEAR

FNSH GRADE UNPAVED

BARS FOR D>600

PROVIDE 8-D16 DIAGONAL

BARS FOR D=600

PROVIDE 4-D16 DIAGONAL

D13 BARS @ 200 O.C. E.W.

D13 BARS @ 300 O.C.

EXCEED 1.2M IN DEPTH

LADDER TO BE PROVIDED FOR

SECTION

C-13

04 JAN 24

CHI, K.K.

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

CURB INLET DETAILS

J1-00066-3J D - 24 - 06

14 18AS SHOWN

CAMP WALKER

JOINT

EXPANSION

13 SPACE

CONCRETE SLAB

GRATE AND FRAME

FLAT BAR

175 THK CONC CURB

JOINT

EXPANSION

S L O

GRADE (LONGITUDINAL)

MAINTAIN NORMAL

M A T

A D

S L O

P E

AC PAVEMENT

TRANSITION

900 MIN.

CURB (TYP.)

13 SPACE

(TYP OF 2)

PIPE SLEEVE (D=50)

HOT DIPPED GALV. STEEL

S L O

P E

M A T

A D

E .J

1,165

CURB INLET DETAILS

13 SPACE

SLAB

100 THK TOP

D13 @ 150 O.C, EW

FLOW

(SEE NOTES)

STEEL LADDER

GALVANIZED

13 SPACE

TOP SLAB

GRATE AND FRAME

FLAT BAR

(TYP)

D16 DIAGONAL BARS

EACH WAY

D13 @ 150 OC

PLUS 300 (600 MIN)

PIPE OUTSIDE DIAMETER

HOT DIPPED GALV. STEEL

FIN GRADE

(ALL AROUND)

SUPPORT FRAME

6x75x75

OC, EW

D13 BAR @ 150

(28 MPa)

CONCRETE

(TYP)

WELD TO FLAT BAR

D8 CROSS BAR

END PLATE (TWO SIDES)

GRATE FRAME

6x75 FLAT BAR

(4 TOTAL)

ONE AT EACH CORNER

WELDED TO SUPPORT FRAME

D13 ANCHOR BAR (50x50)

NOTES:

GRATING SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.

ALL FLAT BARS AND CROSS BARS SHALL BE HOT DIPPED GALVANIZED STEEL.

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:NOT TO SCALE

3 14

PLAN

SECTION

JOINT (TYP)

EXPANSION

13 THK. JOINT (TYP)

EXPANSION

13 THK.

CONC. CURB

FIN. GRADE @ CURB BOTTOM75 HT. OPENING

M A

865 150150

1,165900

TRANSITION TRANSITION

SECTION

SEE DETAIL ’F’

S L O

P E

S L O

P E

1:12

SLOPE

75X75X6 (T)

STEEL ANGLE

SECTION

PAVEMENT

150 150VARIES

MIN. MIN.

FIN. GRADE

1,165

V A

PLAN

CONC. TOP SLAB DETAIL

SECTION

@ 150 O.C., E.W.

D13 BARS

STEEL GRATING AND FRAME

1,015

CONCRETE BOX

EDGE OF

SUPPORT FRAME

6x75x75

(TWO SIDES)

6x75 END PLATE

FLAT BAR GRATE W/

6x75 STEEL

DETAIL

FLAT BAR @ 100 O.C.

WELDED TO

D8 CROSS BAR

(TYP.)

ACROSS OPEN AREA

NO SUPPORT FRAME

CORNER ONLY

FRAME ON REAR

PROVIDE SUPPORT

@ 25 O.C. (TYP.)

FLAT BARS

6x75 STEEL

6x75 @ 25 O.C.

FLAT BAR

FLOW

C-14

CIVIL

SPLICED REINFORCING BARS SHALL BE LAPPED AT LEAST 300.3.

THE LOWEST RUNG SHALL BE NOT MORE THAN 600mm ABOVE THE INVERT.

LADDERS SHALL NOT BE INSTALLED OVER A PIPE CONNECTION AND

SIDEWALK AND OTHER PAVEMENT SLOPES.

CURB INLET TOP AND DRAIN INLET OPENINGS ARE TO MATCH CURB LINES,

DEPTHS GREATER THAN 1,200mm.

LADDERS SHALL BE PROVIDED FOR ALL CURB INLET STRUCTURES WITH

PARK, WON CHAE

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

STEEL HANDRAIL DETAIL

J1-00066-3J D - 24 - 06

15 18AS SHOWN

CAMP WALKER

REVIEWED BY

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

2,000

(MAX.)(MAX.)

2,000

(T Y P

WELD ALL CONNECTION

(D=40)

GALVANIZED STEEL HANDRAIL

WITH COLOR SCHEME OF THE INSTALLATION

BY CONTRACTING OFFICER TO CONFORM

HANDRAIL PAINT-COLOR TO BE CHOSEN

1, SQ

NOT TO SCALE3

1 STEEL HANDRAIL

C-15

CIVIL

V A

EXST. REINFORCING

D13 BARS @ 200 O.C.

FIN. GRADE

TOP OF PAVED

TO POURING CONCRETE

APPLY EPOXY PRIOR

ROUGHEN, CLEAN &

CONC. COLLAR

A D J U

S T

L A

P D13 BARS @ 200 O.C.

C.I. MANHOLE COVER

FINISHED GRADE

DUST, & RUST (TYP.)

REMOVE ALL CONCRETE

CLEAN EXISTING REBAR TO

ADJUST EXISTING MANHOLE TOP

E X S T P

O R

M A

NOT TO SCALE3

AS SHOWN

ELECTRICAL

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

E-01

OTHER: 90% LUMEN MAINTENANCE EXPECTED AT 60,000 HOURS

TYPE II W/SPILL LIGHT CONTROL

ACRYLIC, 4000K CCT AND NOMINAL 70CRI

ACCULED OPTICS MANUFACTURED FROM INJECTION-MOLDED

OPTICS: CHOICE OF SEVERAL PATENTED, HIGH-EFFICIENCY

LAMP TYPE: LED, 103W

NOM. DIMENSIONS: 27-5/8" L x 15" W x 5-7/32" D

GROUND LUG

SQUARE 10 1/2"

BASE COVER

HAND HOLE

0.166 DIA

1 1/2" DIA WIRE ACCESS HOLE

10 1/2"

4 1/2"

IN 28 DAY

3000 PSI

CONC

IN 21mmC

#6 BC (G)

24"

3/4" x 10’-0"

GROUND ROD

- E02

P-1

SCALE : NONE

TYPE "NS-LED1"

21"

LED ROADWAY FIXTURE TYPE"A"

SEE ARM MOUNTING PLATE DETAIL

0.188" WALLTHICK

SHAFT SIZE 5"

PLATE ( ALUMINUM ALLOY)

1/2 " THK ALUMINUM MOUNTING

(2) 5/8" DIA HOLES

TAPPED FOR 6-32 SET SCREW

ADDED HOLE

FOUR BOLT ANCHORAGE

BASE PLATE TOP VIEW

ARM MOUNTING PLATE DETAIL

S C O P E O F W O R K

ELECTRICAL

REPAIR / MAINTENANCE

11"

HEIGHT.

3" HOOK FOR 3/4" BOLT AND 25"

OF BOLT ARE HOT DIP GALVANIZED

WASHERS AND THREADED PORTION

AND (1)LOCK WASHER. NUTS,

WITH (2)NUTS, (2) FLAT WASHER,

ANCHOR BOLT PER ASTM A576

APPROVED EQUAL

CAT NO RSS-5M25SVM1G OR

MANUFACTURED BY COOPER LIGHTING

25’ HT, 100 MPH WIND VELOCITY,

PAINTED GREY FINISH,

NUT COVERS,STANDARD GROUND LUG,

SHAFT SIZE 5",STEEL BASE PLATE

ROUND STRAIGHT STEEL POLE,

DIA 11"

BOLT CIRCLE

RELOCATE EXISTING ROADWAY LIGHTING FIXTURES AS SHOWN IN THE DRAWINGS.

PROVIDE NEW ROADWAY LIGHTING FIXTURES FOR NEW PARKING LOT AS SHOWN IN THE DRAWINGS.

AS SHOWN IN THE DRAWINGS.

AND ADDITIONAL NEW ROADWAY LIGHTING FIXTURES AND CONNECT TO EXISTING ROADWAY LIGHTING POWER SYSTEM

REPLACE EXISTING UNDERGROUND LIGHTING POWER SYSTEM FOR RELOCATED EXISTING ROADWAY LIGHTING FIXTURES

L E G E N D

REMOVE EXST NEW

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, FIRE CODE, TECHNICAL STANDARD

ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE NATIONAL

G E N E R A L N O T E S

WIRES IS INDICATED AS FOLLOW;

AND ONE (1)-#12AWG GROUND WIRE IN 16mm CONDUIT. A GREATER NUMBER OF

ANY CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES TWO (2)-#12AWG WIRES2.

CONFORMING TO UL 83 OR TYPE "XHHW OR RHW" CONFORMING TO UL 44

INSULATION OF POWER AND LIGTHING WIRES SHALL BE 600 VOLT, TYPE "THWN OR THHN"

UNLESS ANY SPECIFIED OR INDICATED OTHERWISE OR REQUIRED BY NAFA OR CODE,

3-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

4-#12AWG WIRES AND 1-#12AWG GROUND WIRE IN 16mm CONDUIT.

CONSTRUCTION.

CONTRACTOR SHALL COORDINATE WITH AREA DPW. SIGNAL BRIGADE, CATV BEFORE3.

US ORIGIN MATERIAL:

INDICATED ON THE DRAWINGS.

INTERNET SITE (http//www.cckbid.com). ALL NON-GENERIC US ORIGIN MATERIALS SHALL BE AS

DATED FEBRURY 2, 2004 (ELECTRONIC VERSION OF THIS DOCUMENT CAN BE FOUND AT

ALL GENERIC US ORIGIN MATERIALS SHALL BE AS OFF-SHORE IN THE GENERIC SUBMITAL

VARIOUS WATT LED PANEL AND DRIVER WITH POLE

LED ROADWAY LIGHTING FIXTURE, 120~277VAC,

///// WIRING CONCEALED IN UNDERGROUND

CAT NO. NAV-SA2C-740-U-SL2-AI-AP-10K OR APPROVED EQUAL

COOPERLIGHTING LUMARK

OTHERS: UL LISTED FOR WET LOCATIONS

FINISH: GREY COLOR

10K SURGE PROTECTOR INCLUDED.

LOW TEMPERATURE OPERATION DOWN -40 33/64 C,

ELECTRICAL:120-277VOLT/50/60HZ ELECTRONIC DRIVER,

2" MOUNTING ARMS.

MOUNTING: FIXED-IN-PLACE BIRDGUARD SEALS AROUND

COAT PAINT.

5-STAGE SUPER TGIC POLYSETER POWDER

HOUSING: HEAVY-DUTY CAST PARTS FINISHED IN

ROADWAY LIGHTING FIXTURE DETAIL

LEGEND, NOTES, SCOPE OF WORKS AND

CAMP WALKER

J1-00066-3J

04 JAN 24

WIRING IN 21mmC

BRANCH CIRCUIT

TUBE UPSWEEP ARM

2 3/ 8 " O.D ALUMINUM

ARM MADE FROM

D - 24 - 06

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

B R

~SIDEWALK~

SP SP SP SP SP SP SP

E W

A L K

~BRIC

S/B

~SIDEWALK~

S/B

B R

~A.C.~

~SIDEWALK~

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

- E02

P-1

ELECTRICAL

SCALE : 1 /200

EXISTING EXTERIOR LIGHTING PLAN

HLS-1HLS-1

HLS-1 HLS-1

HLS-1

HLS-3

IN 21MM RMC

SYSTEM IN THIS SHEET IS 2-#10 AWG & 1-#10 AWG (G)

ALL EXISTING UNDERGROUND LIGHTING POWER

HLS-1,3 OF PANEL BOARD "HLS" IN BLDG #170

WITH POLE

EXISTING ROADWAY LIGHTING FIXTURES

OF PANEL BOARD "HLS"

BRANCH CIRCUIT BREAKER NUMBER

EXISTING EXTERIOR LIGHTING PLAN

AS SHOWN

CAMP WALKER

J1-00066-3J

04 JAN 24

E-02

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

D - 24 - 06

17 18

S/P

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORK

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

KIM, CK

SIN, YS

HGFEDCBA

- E02

P-1

SCALE : 1 /200

NEW EXTERIOR LIGHTING PLAN

HLS-1

HLS-3

HLS-1 HLS-1HLS-3

HLS-3

IN 21MM RMC

SYSTEM IN THIS SHEET IS 2-#10 AWG & 1-#10 AWG (G)

ALL EXISTING UNDERGROUND LIGHTING POWER

HLS-1,3 OF PANEL BOARD "HLS" IN BLDG #170

NEW 2-#10 AWG & 1-#10 AWG (G) IN 21MM RMC

YEILD STOP

(TYP, OF 5EA) SEE

NEW ROADWAY LIGHTING FIXTURE WITH POLE

HLS-3

HLS-1

HLS-3

HLS-1

HLS-3

HLS-1HLS-1

HLS-3

HLS-1

NEW 2-#10 AWG & 1-#10 AWG (G) IN 21MM RMC

(TYP. OF 2EA)

RELOCATE EXISTING ROADWAY LIGHTING FIXTURE WITH POLE

ELECTRICAL

NEW EXTERIOR LIGHTING PLAN

AS SHOWN

CAMP WALKER

J1-00066-3J

04 JAN 24

E-03

- E02

P-1

AFH OVERFLOW PARKING LOT

CONVERT GRASS AREA INTO

D - 24 - 06

18 18

J1-00066-3J_T01-Default-000

J1-00066-3J_C01-Default-000

J1-00066-3J_C02-Default-000

J1-00066-3J_C03-Default-000

J1-00066-3J_C04-Default-000

J1-00066-3J_C05-Default-000

J1-00066-3J_C06-Default-000

J1-00066-3J_C07-Default-000

J1-00066-3J_C08-Default-000

J1-00066-3J_C09-Default-000

J1-00066-3J_C10-Default-000

J1-00066-3J_C11-Default-000

J1-00066-3J_C12-Default-000

J1-00066-3J_C13-Default-000

J1-00066-3J_C14-Default-000

J1-00066-3J_C15-Default-000

J1-00066-3J_E01-Default-000

J1-00066-3J_E02-Default-000

J1-00066-3J_E03-Default-000

File details come from the government source that posted it. Updated Jan 30, 2024.