W90VN923R0059_Drawings.pdf

PDF 3 MB Posted Apr 3, 2024

Attached to: Convert the area next to Camp Henry theater into new parking lot at Camp Henry, Korea
Solicitation number: W90VN924R0059
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains drawings for a federal contract opportunity to convert the area next to the Camp Henry theater into a new parking lot in Camp Henry, Korea. The project will require the contractor to provide all labor, tools, equipment, supplies, and other resources necessary to accomplish the scope of work as indicated in the drawings and specifications. Key details include:

The contract solicitation number is W90VN924R0059. The project involves removing existing concrete pads, stoops, sidewalks, and drainage infrastructure, and constructing new asphalt concrete pavement, concrete curb and gutters, surface inlets, and storm drainage. The contractor will also need to reroute and restore any impacted underground utilities. The drawings provide detailed plans, sections, and specifications for the civil and site work required. No specific award date or pricing terms are provided in the document.

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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 - 05

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:26 DEC 23

I1-00032-3J

CIVIL

C - 1

C - 2

C - 3

CIVIL

PROJECT NO. I1-00032-3J, CAMP HENRY

CAMP HENRY

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

5 C - 4 4 OF 9

6 C - 5 5 OF 9

7 C - 6 6 OF 9

8 C - 7 7 OF 9

9 C - 8 8 OF 9

10 C - 9 9 OF 9

LOCATION PLAN

REMOVAL PLAN

SITE LAYOUT PLAN

TYPICAL SECTIONS

DETAILS-1

DETAILS-2

DETAILS-3

DETAILS-4

PARKING LAYOUT AND GRADING & STORM DRAINAGE PLAN

S-3023

VICTORY FIELD

TVPC

T-1852

S-1

T -1

S-1543

T-1007

T-1319

T-1607

T-1407

S-1423

GATE 10

Memorial

3.1 Movement

D A

E B

O N

G N

O S

T R

E E

A A

V E

N U

R O

U T

1ST STREET

C A

V E

N U

7TH STREET

3RD STREET

2ND STREET

6TH STREET

4TH STREET

A AVENUE

R O

U T

S-1504

S-1856

S-1305

T-1569

T-1570

S-1703

S-1705

S-1712

T-1671

S -1

T-1531

S -1

T-1325

S -1

S-1106

S-130

S-1107

S-1121

S -1

S-1505

S-1815

S-1639

S-1253

S-1501

S-1516

S -1

S-1847

S-1252

S-1420

S-1522

S-1530

S-1814 S-1810

S-1251

S-1415

S-1805

S-1685

S-1669

S-1600

S-110

S-11

S-1220

S-1217

S-1250

S-1410

S -1

S-1131

S-11

S-1154

S-1241

S-1208

S-1650

S-1652

S -1

S-1801

S-1715

T-1001

S-1653

S-1654

S-1845

S-1844

S-1835

S-1680

S-1304

S-1701

S-1318

S-1707

S-2546

T-1227

T-1312

T-1706

S-2543

S-1622

S-1103

S-1153

S-1211

S-1221 S-1222

S-1225 T-1229

S-131

S-1320

DFAC

BARRACK

D o l-H a ru b a n g

S -1

VPC

S-1840

S-1621

S-1662 S-1664

S-1101

S-1124

E/P

S-32 10A

CONTAINER

Y C

L E

KNHC

S-3004

S-3019

S-3018

S-3013

S-3000

S-3016

S-1425

PLANTER

TRASH

C-1

LOCATION PLAN

SCALE : 1 / 2000

LOCATION PLAN

CIVIL

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

R E V I S I O N S

DESCRIPTIONZONESYMBOL DATE BY CHK. APVD.

O & M

FES

FORCE PROTECTION

HOUSING DIV.

SAFETY REP

SIGNAL REP

USING AGENCY

DESIGN & TECH. REVIEW Br.

APPROVED BY

SUBMITTED BY

CHECKED BY

PROJECT NO.

SCALE :

DRAWING NO.

SHEET OF

REF NO.

CHIEF,

DATE:

HGFEDCBA

THIS PROJECT

1SEE THE PLAN

CAMP HENRY

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :2000

CHI, K.K.

SO, CHI MYONG

I1-00032-3J

AS SHOWN 1 9

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

26 DEC 23

D - 24 - 05

MPBP

GLGL

BLDG BLDG

BLDG

BLDG BLDG

BLDG

BLDG BLDG

BLDG

RWRW

DIT DIT DIT

DIT

INV

INVINVINVINV

INVINV

SW SW

SWSW

ACAC

CLF

TRASH

TRASHTRASH

TRASH

SAND

SGSG

STOOP

STOOPSTOOP

STOOP

PAD

PAD PAD

PAD

PAD PAD

KTMH

KTE/P

TREE

MHMH

ELECELEC

ELEC

INLET

BLD

SUMP SUMP

SUMP

BARR

SMH

PL PL

WSTOP

HRHR

CON

58.00058.000

58.071

58.074

58.017

58.169

58.17058.188

58.180

58.144

58.155

58.050

57.95057.927

58.020

58.129

58.152

58.143

58.066

57.975

57.898

57.996

58.031

58.049

58.007

57.969

57.910

57.869

57.951

57.983

57.944

57.931

57.872

57.818

57.828

57.744

57.726

57.789

57.781

57.839

57.698

57.820 58.102 58.139

58.174

58.145

58.179 58.174

58.138

58.277

58.053

58.033

57.702

58.152

58.069 58.079 58.169

58.177

58.236

58.180 58.194

58.219 58.223

58.216

58.199 58.472

57.989

58.013

58.035

58.05057.418

57.807 57.878 57.993 58.039

58.025

57.970

57.987

57.839

57.866

57.91757.79757.67257.570 57.39957.384

57.695

57.693

57.622

57.693

57.660

57.634

57.624

57.583 57.581

57.637

57.656

58.024

58.087

58.088

58.102

57.966 57.951

57.989

57.983 57.998

58.084

57.715

58.067 58.061

57.645

57.98757.901

58.130

58.153

57.886

57.86357.935

57.583

57.592

57.452

57.501

57.524

57.659

57.62657.580

57.556

57.577

57.602

57.623

57.621

57.609

57.600

58.018

58.088

58.148

58.16358.175

58.200

58.109 58.122

58.122

57.536

57.582

57.554

58.155

58.150

58.258

58.234

57.535

57.537

57.532

57.516

57.490

57.485

57.464

57.748

57.360

57.706

57.70257.702

57.702

57.313

57.989

58.034

58.116

58.095

57.97057.939 57.881

57.606

57.948

58.057 57.914

58.116 58.147

58.143 58.172

58.189

58.133

58.174

58.069 58.100

58.225

57.942

57.829 57.791

58.01257.994

58.111

58.322

58.320 58.319

58.288

58.352

58.279

58.261

58.041

58.069 58.069

58.115

58.170

58.168

58.196

58.378 58.379

58.378

58.415

58.418 58.415

57.772

57.818

57.832

58.164

58.002

57.950

57.991

58.08958.086

58.078

58.131

58.10358.087

58.182

57.693

57.648

57.784

57.740

57.583

57.946

58.170 58.167

58.207 58.208

58.089

58.097 58.052

58.014

58.087

58.089

58.137

58.210

57.880 58.075

57.843

58.139

58.144 58.146

58.140 58.146

58.120

58.127

57.888

58.032

58.15557.911

58.158

CAMP HENRY

PROJECT WORK LIMIT

REMOVAL PLAN

REMOVE EXISTING CONCRETE PAD

REMOVE EXISTING CONCRETE STOOPS

TO BE REPLACED

EXISTING STORM DRAIN LINE

EXISTING CONCRETE SURFACE INLET TO BE REPLACED

CONCRETE DITCHES

REMOVE EXISTING STEEL GRATING COVERED

I1-00032-3J

SCALE : 1 / 15023

C-2

TO BE REPLACED

EXISTING CONCRETE SIDEWALK

EXISTING CONCRETE OPEN DITCH TO BE REPLACED

TO BE REPLACED

EXISTING STORM DRAIN LINE

TO BE REPLACED

EXISTING CONCRETE SURFACE INLET

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

2 9

REMOVE EXISTING CONCRETE SIDEWALK

LEGEND:

(PVC,D=100,ASSUMED)

REMOVAL PLAN

REMOVE EXISTING CONCRETE SIDEWALK

CHI, K.K.

SO, CHI MYONG

E/P E/P

E/P

BLDG.#S-1835

TO BE REPLACED

EXISTING ASPHALT CONCRETE PAVEMENT

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

10.

11.

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

ON THE PROJECT.

BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

CONTRACTING OFFICER.

CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

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

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONSTRUCTION OPERATIONS.

AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

COMMAND" FORM AS A PART OF THIS PROJECT.THE DETAILS

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,

COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR

2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

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

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

GENERAL NOTES:

FOR APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

12.

15.

16.

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

DETERMINE PROPER MATERIAL HANDING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

(ADMINISTRATIVE RULE).

OF THE STANDARD PREPARATION OF ESTIMATED PRICE,

COSTS SHALL BE APPLIED A STANDARD RATE UNDER ARTICLE 20

OFFICER) SHALL BE INCLUDED IN THE MAINTENANCE FEE. AND THE

CONTROL SYSTEM MANAGER), SSHO(SITE SAFETY AND HEALTH

COSTS FOR PM(PROJECT MANAGER), CQCSM(CONSTRACT QUALITY17.

REMOVAL NOTES

EXPENSE TO THE SATISFACTION OF THE CONTRACTIING OFFICER.

DISMANTLING, DEMOLISHING OR REMOVING AT THE CONTRACTORS

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION

LOCATION OF UTILITY LINES.

ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE

DRAIN, FUEL OIL, NATURAL GAS AND ELECTRICAL LINES) ARE SHOWN

UNDERGROUND EXISTING UTILITY LINES (WATER, SEWER, STORM

REQUIREMENTS).

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

CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

KOREA, USFK PAM 200-1.

APPLICABLE KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE

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

TO THE LOCATION INDICATED BY COR

RELOCATE EXISTING SAND CONTAINER

BINS TO THE LOCATION INDICATED BY COR

RELOCATE EXISTING DUMPSTERS AND TRASH

LINE AND ELEC. HANDHOLE TO REMAIN

EXISTING UNDERGROUND ELEC. UTILITY

~A.C.~ (P V C ,D

S S

U M

E D

S T

FFE.= 58.270 (ASSUMED)

WITH DOUBLE SWING GATE TO BE REPLACED

EXISTING CONCRETE PAD AND WOODEN FENCE

ITEMS TO BE REMOVED/ REPLACED

SUPPORTER TO REMAIN

EXISTING KT ELEC. POLE AND ELEC. EQUIPMENT

(P V C

A S S

U M

E D

(P V C

A S S

U M

E D

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

T R

A S

CAMP HENRY

#1 (CONSTRUCTION/ALTERATION)

INSTALL WHEEL STOPS.

REMOVE EXISTING CONCRETE SIDEWALK.

CONSTRUCT CONCRETE CURB.

CONSTRUCT CONCRETE SURFACE INLET.

CONSTRUCT CONCRETE RAMP.

PROJECT WORK LIMIT

SEE DETAIL

INSTALL WHEEL STOPS

SEE DETAIL

CONSTRUCT CONCRETE PROTECTION SLAB

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE.

OMA STANDARD SPECIFICATIONS.

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IN ACCORDANCE WITH

COVERED WITH SOLID SODDING AND TOPSOIL.

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

CONSTRUCT CONCRETE PROTECTION SLAB.

SOD WITH TOP SOIL AND SOLID SODDING.

REMOVE EXISTING CONCRETE PAD.

REMOVE EXISTING CONCRETE STOOPS.

10.

11.

12.

S/P

S T

O P

C-3

SITE LAYOUT PLAN

13.

14.

SEE DETAIL

CONSTRUCT CONCRETE RAMP

SEE DETAIL

CONSTRUCT CONCRETE CURB

TBM: TEMPORARY BENCH MARK

SEE DETAIL

WITH PVC,VG1,D=200,CONCRETE ENCASED

REPLACE EXISTING STORM DRAIN LINE

SEE DETAILS

ARROWS AND ETC

PAINT PARKING STRIPES, MARKINGS, STOP LINE,

(ASSUMED) AS REQUIRED.

REROUTE AND RESTORE UNDERGROUND UTILITY LINES

CURB & GUTTER.

REPLACE EXISTING CONCRETE OPEN DITCH WITH CONCRETE

CONCRETE ENCASED.

REPLACE EXISTING STORM DRAIN LINE WITH PVC,VG1,D=200,

16.

EXISTING POLE W/POWER WIRES.

PROVIDE NEW POLE MOUNTED LIGHTING FIXTURE ON THE

2SEE DETAIL

(TYP. OF 1EA)

PROVIDE NEW LIGHTING FIXTURE "NS-1"

SEE DETAIL

CONSTRUCT CONCRETE SURFACE INLET

CURB & GUTTER INVERT ELEVATION SHALL MATCH THE EXISTING DITCH INVERT(S).

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SITE LAYOUT PLAN

SHEET OF

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

3 9

SCOPE OF WORK

#2 (REPAIR/MAINTENANCE)

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

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

#3 (GENERAL REQUIREMENTS)

3.SEE NOTES ON DRAWING REF. NO. C-3.

LEGEND:

(P V C ,D

S S

U M

E D

S T

NOTES:

S T

(PVC,VG1,D=200)

(P V C ,V

G 1, D

E/P E/P

E/P

CONSTRUCT CONC. PROTECTION SLAB

CHI, K.K.

SO, CHI MYONG

EL=58.085(ASSUMED)

KT ELEC. MANHOLE

TOP OF EXIST.

TBM

TOP OF MANHOLE COVERS SHALL MATCH THE A.C. PAVEMENT FINISHED ELEVATION.

SCALE : 1 / 150

I1-00032-3J

BLDG.#S-1835

SEE DETAILS

CONSTRUCT ASPHALT CONCRETE PAVEMENT INCLUDING BASE COURSE AND SUBBASE COURSE

SEE DETAIL

INSTALL SIGN AND POST INCLUDING CONCRETE FOOTING

FFE.= 58.270 (ASSUMED)

INSTALL SIGN AND POST INCLUDING CONCRETE FOOTING.

REPLACE EXISTING CONCRETE SURFACE INLET WITH NEW.

15.

AND ETC.

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

WITH CONC. ENCASED

INSTALL STORM DRAIN LINE

(PROJECT WORK LIMIT)

UTILITY LINES(ASSUMED), AS REQUIRED

REROUTE AND RESTORE EXISTING UNDERGROUND

(PROJECT WORK LIMIT)

SOD WITH TOP SOIL AND SOLID SODDING

AND FINISH GRADE (PROJECT WORK LIMIT)

PROVIDE EXCAVATE AND COMPACT SUBGRADE

SEE DETAIL

WITH NEW

REPLACE EXISTING CONCRETE SURFACE INLET

LOCATION INDICATED BY COR.

RELOCATE EXISTING DUMPSTERS AND TRASH BINS TO THE

INDICATED BY COR.

RELOCATE EXISTING SAND CONTAINER TO THE LOCATION

BASE COURSE AND SUBBASE COURSE

CONSTRUCT/ REPLACE A.C. PAVEMENT,

WITH NEW

REPLACE EXISTING CONCRETE SIDEWALK

WITH NEW

REPLACE EXIST. CONC. SIDEWALK

REPLACE EXISTING CONCRETE SIDEWALK WITH NEW.

17.

SEE DETAIL

REPLACE EXISTING CONCRETE OPEN DITCH WITH CONCRETE CURB & GUTTER

STORM DRAIN MANHOLE.

REPLACE EXISTING CONCRETE SURFACE INLET WITH CONCRETE

SEE DETAILS

WITH NEW

INCLUDING BASE COURSE AND SUBBASE COURSE

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT

SEE DETAIL

WITH CONCRETE STORM DRAIN MANHOLE

REPLACE EXISTING CONCRETE SURFACE INLET

BASE COURSE AND SUBBASE COURSE WITH NEW.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT INCLUDING

WITH NEW.

DOUBLE SWING GATE INCLUDING NECESSARIES ACCESSORIES

REPLACE EXISTING CONCRETE PAD, WOODEN FENCE AND

REMOVE EXISTING STEEL GRATING COVERED CONCRETE DITCHES.

COURSE AND SUBBASE COURSE.

CONSTRUCT ASPHALT CONCRETE PAVEMENT INCLUDING BASE

PAINT PARKING STRIPES, MARKINGS, STOP LINE, ARROWS AND ETC.

N 12.127 E -10.403

N 12.127 E -11.903

N 12.127 E -22.902 N 12.127

E 3.576

N 6.534 E 8.617

N 0.398 E 3.576

N 2.684 E 8.642

NAIL #1

N 0.000 E 0.000

EL=58.320

N -0.975 E -3.254

N -2.502 E -29.769

NAIL #2

N 1.937 E -24.993

EL=57.772

N 12.127 E -27.690

N 7.227 E -27.690

(P V C

A S S

U M

E D

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

26 DEC 23

D - 24 - 05

NO PARKING

PAD

58.352

58.131

PAD

58.069

58.086

PAD

58.069

PAD

58.041

DIT

58.039

58.050

DIT

58.025

58.035

DIT

57.970

57.951

57.989

58.013

58.089

PAD

58.288

58.102

57.966

BLDG

58.174

BLDG

58.179 BLDG

58.174

BLDG

58.145

BLDG

58.139

BLDG

58.102

57.600

57.623

57.621

57.577

57.580

BLDG

58.152

INLET

57.784

57.485

57.464

57.490

57.516

57.537

57.532

~A.C.~

58.170

58.169

58.188

STOOP

58.069

BLDG

58.277

57.624

57.452

57.581

57.637

57.501

57.524

57.656

CLF

57.536 RW

57.418

STOOP

58.225

STOOP

58.100

57.998

BLDG

58.053

57.983

57.989

BLDG

57.820

BLDG

58.169

BLDG

58.223

BLDG

58.194

BLDG

58.236

BLDG

58.472

BLDG

57.989

DIT

57.993

SEE DETAIL

AND DOUBLE SWING GATE INCLUDING NECESSARIES ACCESSORIES WITH NEW

REPLACE EXISTING CONCRETE PAD (4,700 x 1,600), WOODEN FENCE (4,700 x 1,600 x 1,600(H))

SHOULD BE REVIEWED AND APPROVED BY DPTMS, MASTER PLANNER AND SAFETY.

CONTRACTOR SHALL SUBMIT WOODEN FENCE SHOP DRAWING AND THE DRAWING

FENCING AND WALL, SHOULD FOLLOWED THE REQUIRMENT OF UFC-4-010-01.

ORIGINAL OR BETTER CONDITIONS.

THE CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE IMMEDIATELY TO ITS

FOR EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A RESULT OF

58.122 AC

58.122

58.140 AC

58.109

PAD

58.168

58.130

PAD

58.170

PAD

58.196

58.147

BLDG

58.177

BLDG

58.079

57.948

57.888

58.032

58.155

AC CLF

58.200 58.258

CLF

58.175

58.234

BLD

58.167

58.163

58.148

STOOP

58.111

58.088

58.116

57.914

57.886

57.863

SUMP

58.089

SUMP

58.052

PAD

58.418

PAD

58.415

PAD

58.415

BARR

58.087

BARR

58.089

BARR

58.137

BARR

58.014

58.018

PAD

58.378

PAD

58.379

PAD

58.378

BLDG

58.219

57.901

57.946

57.987

BLDG

58.069

SMH

58.210

58.153

57.843

57.626

57.583

57.602

BLDG

58.180

58.174

58.172 SG

58.189

58.143

R 1,500

R 1,000

R 1,500

SCALE : 1 / 100

STORM DRAINAGE AND FINISH SURFACE PLAN

S/P

EL.=57.870

EL.=57.920

EL.=57.758EL.=57.545

EL.=57.537

EL.=57.770

’STOP’ SIGN AND POST

EL.=57.820

EL.=57.608

EL.=57.800

C-4

57.

E/P

BLDG.#S-1835

E/P

2,750 R

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF4 9

I1-00032-3J

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

1 PARKING LAYOUT PLAN

BLDG.#S-1835

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000 GRADING & STORM DRAINAGE PLAN

PARKING LAYOUT AND

(PVC,VG1,D=200)

(P V C ,V

G 1, D

S T

(P V C ,D

S S

U M

E D

S T

(T Y P

R 3, R 1,000

T R

A S

H T R

A S

5,000

3,200

1,500

4,800

5,000

INV. EL.=57.384(ASSUMED)

CONC.CURB&GUTTER

MATCH TO EXIST. OPEN DITCH INV.

INV. EL.=57.720(ASSUMED)

TOP EL.=57.900(ASSUMED)

CONC. OPEN DITCH

(TO SI.#2, ASSUMED)

OUT INV. EL.=57.166

(FROM EXIST. LINE, ASSUMED)

IN INV. EL. =57.240

TOP EL.=57.750

SURFACE INLET #1

(TO DRAIN MH, ASSUMED)

OUT INV. EL.=57.097

(FROM SI.#1, ASSUMED)

IN INV. EL. =57.101

TOP EL.=57.500

SURFACE INLET #2

(TO EXIST. DITCH, ASSUMED)

OUT INV. EL.=57.028

(FROM EXIST. DITCH, ASSUMED)

INV EL. =57.048

(FROM SI.#2, ASSUMED)

INV EL.=57.038

TOP EL.=57.648

STORM DRAIN MANHOLE

NO PARKING ZONE DIMENSION

S T

O P

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

26 DEC 23

D - 24 - 05

NO PARKING

TYPICAL SECTION-1 TYPICAL SECTION-2

TYPICAL SECTION-3

C-5

NOT TO SCALE

NEW AC PAVEMENT (T=75)

NEW BASE COURSE (T=225)

NEW SUBBASE COURSE (T=300)

NEW AC PAVEMENT (T=75)

NEW BASE COURSE (T=225)

NEW SUBBASE COURSE (T=300)

NEW AC PAVEMENT (T=75)

NEW BASE COURSE (T=225)

NEW SUBBASE COURSE (T=300)

APPROX. 11,554

SEE SITE LAYOUT PLAN

775 175

SEE SITE LAYOUT PLAN

APPROX. 12,927775 175

SEE SITE LAYOUT PLAN

APPROX. 12,927775 175

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF5 9

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

57.870 57.720

BLDG.#S-1835

BLDG.#S-1835 BLDG.#S-1835

NOT TO SCALE

TYPICAL SECTIONS

I1-00032-3J

EL.=57.758 EL.=57.608

EL.=57.545

EXISTING CMU WALL FENCE EXISTING CMU WALL FENCE

EXISTING CMU WALL FENCE

FEL.=58.270 (ASSUMED)

(T Y P

1.0% SLOPE (MIN.)

1.0% SLOPE (MIN.) 1.0% SLOPE (MIN.)

SEE SITE PLAN

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

NFSM

R 6.3%

SUBGRADE

SLOPE

25150 600

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

BITUMINOUS JOINT FILLER

12.5mm THICKNESS EXPANSION

SLOPE

15R

25 150

TACK COAT

SUBBASE COURSE

BASE COURSE

ADJACENT PAVEMENT

PRIME COAT

SLOPE

SUBGRADE

CAST-IN-PLACE

CONCRETE CURB

SECTION

FLEXIBLE PAVEMENT

PROVIDE EXPANSION JOINTS AT MAX. 15M INTERVALS.

NOTES:

AC PAVEMENT TRANSITION

NEW ASPHALT CONCRETE

CONCRETE ENCASEMENT

150150

OD OF

PIPE

O D

O F

C-6

3 3

PROTECTION SLAB (TYP.)6

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)

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

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF6 9

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

DETAILS-1

NOT TO SCALE NOT TO SCALE NOT TO SCALE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

I1-00032-3J

CONCRETE CURB (TYP.) CONCRETE ENCASEMENT(TYP.)

CONCRETE CURB & GUTTER (TYP.)

EACH WAY

D13@250

CONCRETE PROTECTION SLAB

(T Y P

ELEC. LINE

COMPACTED

INITIAL FILL

TROWEL FINISH

NEW AC SURFACE(T=75)

NEW BASE COURSE(T=225)

NEW SUBBASE COURSE(T=300)

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

C-7

44 100

5mm

DETAIL

L - 80mmX80mmX6mm

75mmX7mmX4mm @ 25mm O.C.

I BAR

@ 200mm O.C.

D13 BAR

TYP. 4EACH

D16 DIAGONAL BAR

(TYP.)

BE PROVIDED

MIN. COVER TO

V A

SECTION

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

NOTE:

: WHEEL LOAD= 79 KN(8.0 TONS)

SURFACE 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

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

SEE DETAIL

D13 BAR @ 200mm O.C.

RCP PIPE, (D=300)

PVC PIPE, (D=200) OR

FOR SLOPE

OF PRINCIPAL INFLOWS

DRAIN PIPE

SLOPE

200 200600

150600 44150 44

6 6

SHALLOW SURFACE INLET - PLAN

SECTION

O.C. E.W.

D13 @ 200

10mmX150mm

8EA-ANCHOR

SEE SITE LAYOUT PLAN

CONCRETE (DRAIN) SURFACE INLET (TYP.)1

CONCRETE RAMP (TYP.)

CONCRETE PAD (TYP.)

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF7 9

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

DETAILS-2

ABBREVIATION:

NOT TO SCALE

I1-00032-3J

O.C.: ON CENTER

T.B.: TOP AND BOTTOM

E.W.: EACH WAY

E.W.T.B

D10@200 O.C.

SLOPE 5% MIN.

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 = 24 MPa

SIDEWALK PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND

MATERIAL STRENGTHS

CONCRETE RAMP

A.C. PAVEMENT

WOODEN FENCE

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

26 DEC 23

D - 24 - 05

19mm CHAMFER

D13@200 E.W.T.B

CONCRETE RAMP

AC PAVEMENT

SLOPE

BASE COURSE

(T Y P

APPROX. 1,200

SEE SITE LAYOUT PLAN

CONCRETE PAD

EXPANSION JOINT

100% COMPACTED BASE COURSE(T=200)

CONCRETE PAD(T=300)

INLET PIPE

TOP AND BOTTOM

D13 BARS-EDGES,

@ 125 O.C. E.W.

D13 BARS

OUTLET PIPE

ONLY

D16 BARS BOTTOM

BOTTOM

D16 BARS TOP AND

FOR MANHOLE W/LADDER.

USE 775mm MIN. MANHOLE OPENING

NOTE:

1, 200 1,200 200

STEEL LADDER

RING 700 DIA.

238200

D13 LOOP

D13 BARS @ 300 O.C.

CONCRETE RING

40 CLEAR

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

BARS FOR D>600

PROVIDE 8-D16 DIAGONAL

BARS FOR D=600

PROVIDE 4-D16 DIAGONAL

5%5%

1,200

200200

UNIFORMLY SPACED

D13 BARS BOTHWAYS

3 NOT TO SCALE

CONCRETE (DRAIN) MANHOLE(TYP.)

TOP SLAB REINFORCING

PLAN

SECTION

AND COVER

C.I. MANHOLE FRAME

V A

S E E

P L A

0 200 200

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF8 9

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

C-8

DETAILS-34

2 LIGHTING FIXTURE DETAIL

TYPE "NS-1"

POLE MOUNT LED LIGHT

LIFE TIME 50,000HRS, UL APPROVED.

CAST ALUMINUM HOUSING, CCT 4000K, CRI>80, 130LM/W,

TYPE III, W/TWISTLOCK PHOTOCONTROL RECEPTACLE,

DIRECT POLE MOUNT LED LIGHT, 1PH-120~277VAC-60Hz-100W, 8 NOT TO SCALE

I1-00032-3J

NSFM

CONCRETE SIDEWALK

NSFM

CONCRETE SIDEWALK

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

THROUGH LANE- USE ARROW

4 93

DIRECTIONAL ARROWS

4 93

SIGN AND POST1

C-9

(12")

2,896 (9.5 ft)

1,372 (4.5 ft) 1,524 (5.0 ft)

4 93

6 NO PARKING STRIPES

PAVEMENT

UNPAINTED

WHITE REFLECTIVE PAINT

PAVEMENT STRIPES

FOR NO PARKING

PAVEMENT STRIPES

3,000 (TYP.)

STOP LINE (WHITE)

CENTER SOLID LINE (YELLOW)

PARKING LINE (WHITE)

4 93

MARKING3

1, M

A S

Q U

E D

4 93

STOP LINE4

SYNTHETIC TYPE

BLACK SYNTHETIC TYPE

WHEEL STOP

TWO PIECE

PAINT STRIPES

REFLECTIVE YELLOW

MIN

4 93

CAR WHEEL STOPS2

600 TYP.

GALVANIZED CAP

SIGN BOARD

ALUMINUM

FASTENERS

GALVANIZED

SIGN BOARD

SUPPLEMENTAL

(D50MM)

POST,UNPAINTED

GALVANIZED STEEL

(CAST-IN-PLACE)

CONCRETE FOOTING1,

W/ WHITE LETTERS

RED BACKGROUND

WHITE BORDER

STOP

600 MIN.

CIVIL

AS SHOWN

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

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF9 9

CAMP HENRY

CHI, K.K.

SO, CHI MYONG

DETAILS-4NOT TO SCALE NOT TO SCALE

NOT TO SCALE

I1-00032-3J

THEATER INTO NEW PARKING LOT

CONVERT THE AREA NEXT TO CAMP HENRY

I1-00032-3J_T01-Default-000

I1-00032-3J_C01-Default-000

I1-00032-3J_C02-Default-000

I1-00032-3J_C03_Revised-Default-000

I1-00032-3J_C04_Revised-Default-000

I1-00032-3J_C05-Default-000

I1-00032-3J_C06-Default-000

I1-00032-3J_C07-Default-000

I1-00032-3J_C08-Default-000

I1-00032-3J_C09-Default-000

File details come from the government source that posted it. Updated Apr 3, 2024.