W90VN9-24-R-0142_Drawings.pdf

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

DESIGNED BY

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 - 28

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:11 JUN 24

JA-00027-4J

PROJECT NO. JA-00027-4J, CAMP WALKER

C - 3

C - 4

C - 5

LOCATION PLAN

CAMP WALKER

CIVIL

C - 1

C - 2

C - 6

E - 1

E - 2

SITE LAYOUT PLAN

AT AFH TOWER 2

SEPARATION OF STORM AND SEWER LINE

AT AFH TOWER #2

SEPARATION OF STORM AND SEWER LINE

ELECTRICAL

LEGEND, NOTES AND SCOPE OF WORK

REMOVAL PLAN

SEWER LINE PROFILE

LIFT STATION DETAILS

ASPHALT CONCRETE PAVEMENT, CONCRETE PROTECTION SLAB AND CONCRETE SIDEWALK DETAILS

NEW PUMP CONTROL POWER PLAN AND PUMP CONTROL INSTALLATION DETAIL

AT AFH TOWER #2

SEPARATION OF STORM AND SEWER LINE

LOCATION PLAN

PARK, WON CHAE

CHI, K.K.

11 JUN 24

JA-00027-4J

AS SHOWN 1 8

D - 24 - 28

CAMP WALKER

CIVIL

THIS PROJECT

SEE SITE PLANS

HGFEDCBA

DESIGNED BY

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

N

SCALE: 1 : 3000

LOCATION PLAN

STOP

E

E

S

S

S

S-398

S-363

S-373S-372 S-367

S-409

T-392T-391T-390

T-235 Golf Course

S-468

T-445

S

T-444

S

S

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

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

T

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

S-205

S-208

S-261

S

S-260

S-202

S-217

S-212

S

S-222

S-382

S-362

T

T

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

S

S-161

T-158

S-617

S-57

S-57

S-574

S-556

S

S 1S-566

T-569

S-57

S-57

S-584

T-614

S

S -602

S-601

S

S

S

S

S-

S- 2S-221

T-573

S

S-267

S

S-314

S-303

S-304

S-305

S-309

S-327

S-328

S-334

S-312

S-318

S

S-592

T-594

S

S

S-379

S-374

T

S-310

T-340

S-330

T-341

SUBSTATION

MIDDLE / HIGH SCHOOL

S-321

S-359

GATE 4

S-393

APSAN OVERPASS BRIDGE

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

S

S

S

S-315

S

S-226

S-316

S

S

S

S-237

CDC

S-

S-

S-

S

S-182 S-555

S-557

S-228

S-230

S-227

S-616

P A R

K

IN

G

S T R

U C T U

R E

P A R

K

IN

G

S T R

U C T U

R E

TOWER 2

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

TOWER 3

FAMILY HOUSING

P A R

K

IN

G

S T R

U C T U

R E

T O

W E

R

F A

M

IL

Y

H O

U S

IN

G

T O

W E

R

F A

M

IL

Y

H

U S

IN

G

LOT

PARKING

LATRINE

S-265

(U N

D E

R

C

N S T R

U C

T

IO

N

L O

D G

E

S-232

S-250

POND

C-1

AC.

AC.

AC.

AC.

AC.

AC.

AC.

AC.

AC.

AC.

CURB.

CURB.

CURB.

SW.

IN

LET.

IN

LET.

L/ P.

L/ S.

L/ S.

C/ G.

C/ G.

0.

CL.

CL.

CL

S/ P.

.42

.54

.62

.59

.58

.15

.21

.23

.14

.06

.93

.01

.39

.65

.76

.60

.57

.18

.88

.91

.59

.64

.93

.18

.19

.24

.20

E

D

S

S

L/P

L/P

L/P

L/P

S/P

S

SCALE : 1 / 150

(BLDG. # S-810)

FAMILY HOUSING TOWER #2

~A.C.~

~A.C.~

S

ID

E W

A L K

SCO : SURFACE CLEANOUT

L/P : LIGHTING POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

SCO

SCO

SCO

SCO

SCO

SCO

N

HGFEDCBA

DESIGNED BY

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

ABBREVIATIONS:

TO BE REPLACED

EXISTING ASPHALT CONCRETE PAVEMENT

TO BE RESTORED

EXISTING CONCRETE CURB AND GUTTER

TO BE REPLACED

EXISTING CONCRETE SIDEWALK

TO BE RESTORED

EXISTING CONCRETE CURB INLET

CUT AND PLUG

REMOVE EXISTING SEWER LINES,

REMOVAL PLAN

(PVC, D=150, ASSUMED)

EXST. DRAIN LINE

TO REMAIN

EXSTING LIFT STATION

PROJECT WORK LIMIT

TO BE RESTORED

EXISTING PAVEMENT MARKINGS

TO BE RESTORED

EXISTING CONCRETE DRAIN MANHOLE

AT AFH TOWER #2

SEPARATION OF STORM AND SEWER LINE

REMOVAL PLAN

PARK, WON CHAE

CHI, K.K.

11 JUN 24

JA-00027-4J

AS SHOWN 2 8

D - 24 - 28

C-2

CAMP WALKER

CIVIL

4.

5.

6.

7.

E

S

S

(RCP, D=450)

STST

(R C P D

S T

(R

CP

, D

0)

ST

ST

ST

(PVC, D=75, ASSUMED)

(R C

P

D

S T

S

14.

13.

12.

15.

16.

GENERAL NOTES:

ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 & CHAPTER 6.

CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION 201-1,

DURING THE PROJECT MUST BE STORED IN ACCORADANCE WITH THE

ALL HAZARDOUS MATERAIL AND HAZARDOUS WASTE USED/ CREATED

1.

OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND

2.

3.

4.

5.

6.

7.

CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON THE PROJECT.

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

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION

WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEM

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND

8.

9.

10.

11.

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

AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS

SATISFACTION OF THE CONTRACTING OFFICER.

DEMOLISHING, OR REMOVING AT THE CONTRACTORS EXPENSE TO THE

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING,

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/RESTORATION

ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR

OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

OCTOBER 2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

TECHNICAL SPECIFICATIONS FOR O & MA PROJECT, KOREA, REVISION1, 30

OF THE ARMY INSTALLATION MANAGEMENT COMMAND" AND "STANDARD

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

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

DEPTH UNLESS OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST

ADDITIONAL COST.

FALSEWORK SUCH AS FORMWORKS AND SHORING WITHOUT ANY

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING

LEASED PROPERTY IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

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

TO COMMENCING THE WORK.

TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL

TRAFFIC AND OPERATIONS.

FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND/OR MILITARY

PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS

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

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY

SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND SOLID

17.

REMOVAL NOTES:

1.

2.

3.

INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT LIMITS

INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS

CHAIN-LINK FENCE, ETC.

THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION FOR

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

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

THE CONTRACTOR SHALL PERFORM THE WORKS IN ACCORDANCE WITH

IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITIONS.

RESULT OF THE CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A

DIVISION.

DURING EXCAVATIONS OF FUEL LINE TO THE COR AND ENVIRONMENTAL

THE CONTRACTOR SHALL REPORT ANY CONTAMINATED SOIL DISCOVERED

PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

LEGEND:

ITEMS TO BE REMOVED

S

AC.

AC.

AC.

AC.

CURB.

CURB.

CURB.

SW.

IN

LET.

L/ P.

L/ S.

C/ G.

C/ G.

CL.

CL.

CL

S/ P.

.58

.15

.23

.14

.06

.93

.01

.29

.65

.76

.37

.18

.88

.59

.64

.18

.19

.24

.20

E

D

S

S

L/P

L/P

L/P

L/P

S/P

S

SCALE : 1 / 150

SITE LAYOUT PLAN

SEE DETAILS

INCLUDING BASE AND SUBBASE COURSE

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT

SOD WITH TOP SOIL AND SOLID SODDING

SAME AS EXIST.

RESTORE EXISTING PAVEMENT MARKINGS

(BLDG. # S-810)

FAMILY HOUSING TOWER #2

PROJECT WORK LIMIT

EL.=91.054

ELEC. MANHOLE

TOP OF EXIST.

TBM

~A.C.~

~A.C.~

SCO : SURFACE CLEANOUT

L/P : LIGHTING POLE

S/P : SIGN AND POST

AC : ASPHALT CONCRETE

SCO

SCO

SCO

SCO

S

SCO

SCO

HGFEDCBA

DESIGNED BY

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

ABBREVIATIONS:

SAME AS EXIST.

RESTORE EXISTING CONCRETE CURB INLET

SAME AS EXIST.

RESTORE EXISTING CONCRETE CURB AND GUTTER

SEE DETAIL

INCLUDING BASE COURSE

REPLACE EXISTING CONCRETE SIDEWALK

LEGEND:

T.B.M. : TEMPORARY BENCH MARK

INCLUDING BASE AND SUBBASE COURSE

NEW ASPHALT CONCRETE PAVEMENT

INCLUDING BASE COURSE

NEW CONCRETE SIDEWALK

EXST. SEWER LINE

NEW SEWER LINES

EXST. STORM DRAIN LINEST

S

ST NEW STORM DRAIN LINE

SCOPE OF WORK

#1 (REPAIR/MAINTENANCE)

PARK, WON CHAE

CHI, K.K.

JA-00027-4J

AS SHOWN

CAMP WALKER

CIVIL

C-3

SITE LAYOUT PLAN

N

S

ID

E W

A L K

OUT INV. EL.=88.810 (TO EXISTING CONCRETE CURB INLET, ASSUMED)

IN INV. EL.=85.100 (FROM SUB-DRAINAGE LINE, ASSUMED)

IN INV. EL.=85.100 (FROM SUB-DRAINAGE LINE, ASSUMED)

TOP EL.=90.900 (ASSUMED)

LIFT STATION

TO EXST. SEWER LINE

NEW SEWER LINE SHALL BE CONNECTED

REROUTE UNDERGROUND UTILITY LINES

ACCORDANCE WITH DRAWING AND SPECIFICATIONS.>

1.

<ALL FAILED OR FAILING SYSTEM SHALL BE REPAIRED IN

NECESSARY ACCESSORIES, THRUST BLOCKS AND ANCHOR BLOCKS

PROVIDE DRAIN LINE, (PVC, VG1, D=100) INCLUDING FITTINGS,

SEE PROFILE AND DETAILS

AND ANCHOR BLOCKS WITH CONCRETE PROTECTION SLAB

FITTINGS, NECESSARY ACCESSORIES, THRUST BLOCKS

PROVIDE SEWER LINE, (PVC, VG1, D=100) INCLUDING

2.

WITH CONCRETE PROTECTION SLAB.

NECESSARY ACCESSORIES, THRUST BLOCKS AND ANCHOR BLOCKS

PROVIDE SEWER LINE, (PVC, VG1, D=100) INCLUDING FITTINGS,

1.

2.

#2 (GENERAL REQUIREMENTS)

SOD WITH TOP SOIL AND SOLID SODDING.

REROUTE UNDERGROUND UTILITY LINES.

8.

6.

4.

7.

3.

5.

PROVIDE LIFT STATION.

BASE AND SUBBASE COURSE.

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT INCLUDING

COURSE.

REPLACE EXISTING CONCRETE SIDEWALK INCLUDING BASE

9.

RESTORE EXISTING CONCRETE CURB AND GUTTER.

RESTORE EXISTING CONCRETE DRAIN MANHOLE.

RESTORE EXISTING PAVEMENT MARKINGS.

RESTORE EXISTING CONCRETE CURB INLET.

REMOVE EXISTING SEWER LINES, CUT AND PLUG.10.

11.

12.

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

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

NECESSARY ACCESSORIES, THRUST BLOCKS AND ANCHOR BLOCKS.

PROVIDE DRAIN LINE, (PVC, VG1, D=100) INCLUDING FITTINGS,

SAME AS EXST.

RESTORE EXISTING CONCRETE DRAIN MANHOLE

OUT INV. EL.=88.650 (TO EXST. SMH., ASSUMED)

IN INV. EL.=89.330 (EXST. ROOF DRAIN, ASSUMED)

IN INV. EL.=88.840 (FROM LIFT STATION, ASSUMED)

TOP EL.=90.360 (ASSUMED)

EXISTING CONCRETE SEWER MANHOLE

SEE PROFILE AND DETAILS

OUT INV. EL.=89.160 (TO EXISTING CONCRETE SEWER MANHOLE, ASSUMED)

IN INV. EL.=84.860 (FROM TOWER #2, ASSUMED)

TOP EL.=90.460 (ASSUMED)

PROVIDE LIFT STATION

AT AFH TOWER #2

SEPARATION OF STORM AND SEWER LINE

11 JUN 24

D - 24 - 28

3 8

2.

3.

1.

NOTES:

EARTH WORKED AREA SHALL BE PROPERLY COMPACTED IAW OMA SPECIFICATION.

4.

6 6

1 2

3 3

S

S

ST ST

(RCP, D=450)

(PVC, D=75)

ST

(R C

P

D

S T

S T

ST

(R

CP

, D

0)

ST

AND MATCH TO THE EXISTING GROUND ELEVATION.

FINISH SURFACE SHALL BE WELL GRADED AND HAVE POSITIVE DRAINAGE SURFACE

BE FULLY COVERED WITH SOLID SODDING AND TOP SOIL.

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

TOP OF MANHOLE COVERS SHALL MATCH TO THE FINISH ELEVATION OF SIDEWALK.

S

S 3

SEWER LINE PROFILE

PARK, WON CHAE

CHI, K.K.

11 JUN 24

JA-00027-4J

AS SHOWN 4 8

D - 24 - 28

C-4

CAMP WALKER

CIVIL

THE STATIONS ARE APPROXIMATE AND ONLY FOR REFERENCE.

NOTES:

HGFEDCBA

DESIGNED BY

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:

GRAPHIC SCALE

SCALE: 1 : 50

1000 2000

SHEET OF

LEGEND: 1

VER : 1 / 50, HOR : 1 / 50

SCALE

S T

A

.0

STA : STATION

CONCRETE PROTECTION SLAB

SEWER LINE PROFILE

E L E

V A T

IO

N

IN

M

T E

R S

S T

A

.3

(ASSUMED)

FINISH GROUND LEVELCONCRETE CURB & GUTTER CONCRETE CURB & GUTTER CONCRETE SIDEWALK

(ASSUMED)

EXST. STORM DRAIN LINE

2.

1.

EL : ELEVATION

(PVC, D=200)

EXST. SEWER LINE

UNDERGROUND UTILITY LINES SHOWN ON THE DRAWINGS OR NOT.

CONTRACTOR SHALL VERIFY THE EXISTING SITE CONDITION AND

(PVC, VG1, D=100)

SEWER LINE,

(T

X S T S

M H A

S S

U M

E D

O U

T

IN

V E L

.6

IN

IN

V E L

.3

(E

X S T R

O

F

D

A

IN

A S S

U M

E D

IN

IN

V E L

.8

(F

R

L

IF

T

S T

A T

IO

N

A S S

U M

E D

T O

P

E L

.3

(A

S S

U M

E D

E X S T S E

W

A

N H

O L E

CONCRETE PROTECTION SLAB

O U

T

IN

V E L

.1

(T

X S T S

M H A

S S

U M

E D

IN

IN

V E L

.8

(F

R

T

W E

R

A S S

U M

E D

T O

P

E L

.4

(A

S S

U M

E D

N

W

L

IF

T

S T

A T

IO

N

ABBREVIATION:

LIFT STATION DETAILS

PARK, WON CHAE

CHI, K.K.

11 JUN 24

JA-00027-4J

AS SHOWN 5 8

D - 24 - 28

C-5

CAMP WALKER

CIVIL

NOT TO SCALE53

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

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:

REVIEWED BY

SHEET OF

FES

1 LIFT STATION DETAILS

A

PLAN

B

LIFT STATION

NEW CONCRETE

(D=100)

DISCHARGE PIPE

STAINLESS STEEL

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:

f’c = 24 MPa

MATERIAL STRENGTHS

1.

NOTES:

2.

3.PROVIDE FLEXIBLE JOINTS TO INSTALL PIPING FIRMLY.

STAINLEE STEEL PIPE SHALL BE CONNECTED TO PVC PIPE USING TRANSFER FITTING.

(TYP.)

(TYP.)

300 3001,700

2,300

LEAN CONCRETE, (T=50)

2.

1.

AND 40MM FOR OTHERS.

CONCRETE COVERS SHALL BE 75MM ON UNDERGROUND SURFACES

WHICHEVER THAT IS LONGER UNLESS OTHERWISE SPECIFIED.

REINFORCING BAR LAP LENGTH SHALL BE MIN. 300MM OR 30D

NOTES:

C

REINFORCING DETAILSB

SECTION

CAST IRON COVER AND OTHERS

SEE STANDARD DETAIL DRAWINGS FOR

ABBREVIATIONS:

O.C.

E.W.

E.F.

: EACH WAY

: EACH FACE

: ON CENTER

CAST IRON MANHOLE COVER IS NOT SHOWN FOR THE CLARITY.

SUBMERSIBLE PUMP SCHEDULE

ELECTRICAL DATAINPUT

POWER

DESCRIPTION

KW HP

208V

21.5

CAPACITY

20 GPM @ 50 FT, TDH

EQUIPMENT SCHEDULE

SEE SITE LAYOUT PLAN AND PROFILE FOR INVERT ELEVATIONS OF PIPE.1.

NOTES:

ANCHORED TO CONCRETE SURFACES.

IN THE PUMP PIT, PUMP, PIPING AND ACCESSORIES SHALL BE FIRMLY/PROPERLY

2.

3.

4.

5.

6.

DRAWING(S) OR NOT AND THESE ITEMS SHALL FUNCTION PROPERLY.

LIFTING CHAIN, GUIDE RAILS, BASE PLATE, BRACKETS AND ETC. SHOWN ON THE

INSIDE THE LIFT STATION, PUMP ACCESSORIES SHALL BE INSTALLED SUCH AS,

WITH STAINLESS STEEL DEBRIS STRAINER.

PUMP MATERIAL SHALL BE CORROSION AND OXIDATION RESISTANT MATERIAL

SEE ELECTRICAL DRAWING(S) FOR POWER SUPPLY AND CONTROL PANEL.

THE FUNCTION PROPERLY.

SHALL BE PROVIDED IAW THE MANUFACTURER’S SPECIFICATION TO DO

ALL REQUIRED PIPING AND FITTING ARE NOT SHOWN ON THE DRAWING

PIPING IN THE LIFT STATION SHALL BE ALL STAINLESS STEEL.

7.

STAINLESS STEEL PIPE SHALL BE SS316L MET TO KS AND ASTM A312, A269.

8.

9.

PUMP

SUBMERSIBLE

AUTOMATIC

SEE EQUIPMENT SCHEDULE FOR SUBMERSIBLE PUMP INFORMATION.

D13@200 O.C, E.W.,E.F.

M A

X .5 ,5

(CAGE IS NOT SHOWN)

STAINLESS STEEL LADDER AND CAGE

D=100

DISCHARGE PIPE,

SUBMERSIBLE PUMP

(TYP.)

2,300

(T Y P

1, FLOW

FLOW

PROTECTION SLAB AND CONCRETE SIDEWALK DETAILS

ASPHALT CONCRETE PAVEMENT, CONCRETE

PARK, WON CHAE

CHI, K.K.

11 JUN 24

JA-00027-4J

AS SHOWN 6 8

D - 24 - 28

C-6

CAMP WALKER

CIVIL

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

63 NOT TO SCALE

NEW ASPHALT CONCRETE

PRIME COAT

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=204)

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=204)

HGFEDCBA

DESIGNED BY

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:

CONCRETE FINISH

AND WHERE WALKS ABUT OTHER CONCRETE STRUCTURES

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS,

PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

3R

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

%(TYP)2

GRADE

FINISHED

MATERIAL BASE

COMPACTED NON-FROST-SUSCEPTIBLE

CONCRETE 21 MPA

SEE PLAN

WIDTH (VARIES)

NOT TO SCALE

CONCRETE SIDEWALK

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

JOINT FILLER JOINT SEALER

3R

9.5

NOT TO SCALE

PROTECTION SLAB (TYP.)

MATERIAL)

(SATISFACTORY

BACK FILL

ASPHALT SURFACE

SUBBASE COURSE

BASE COUSRE

EACH WAY

D13@250

CONCRETE PROTECTION SLAB

F R

O

T

D

P T

H

M

IN

(T Y P

SEWER LINE

1. APPLY BROOM FINISH PERPENDICULAR TO SIDEWALK PATH

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:

f’c = 24 MPa

MATERIAL STRENGTHS

EXPANSION JOINT

CONTRACTION JOINT

SECTION

ASPHALT CONCRETE PAVEMENT (T=102)

PANEL WIRING SHALL BE CONCEALED, BUT MAY BE EXPOSED WHERE NOT POSSIBLE.

ALL CONDUITS TO FIRE ALARM CONTROL PANEL SHALL BE RUN INTO THE SIDE OF THE

2.

3.

4.

5.

6.

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

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

7.

8.

9.

10.

11.

12.

13.

AN, CHAE YONG

E-1

N

WIRING CONCEALED IN CEILINGS AND WALL

C

WIRING CONCEALED IN FLOOR AND WALL

WIRING CONCEALED IN UNDERGROUND

HOMERUN CIRCUIT TO PANELBOARD OR ENCLOSURE

CONTROL CIRCUIT

WIRING EXPOSED ON CEILINGS, WALL AND SECONDARY OVERHEAD

LEGEND, NOTES AND SCOPE OF WORK

SAFETY SWITCH, FUSIBLE OR NON-FUSIBLE, VARIOUS CAPACITY

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

AS SHOWN

HGFEDCBA

DESIGNED BY

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 GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

ELECTRICAL

MOUNTING HEIGHTS ARE AS BELOW. MEASUREMENT IS TO CENTER OF OUTLET.

2-#14AWG WIRES IN 16mm CONDUIT, (FOR BELL CIRCUIT, 24V DC LINE)

DISTANCE OF 460mm.

FIRE ALARM DETECTORS SHALL BE LOCATED TO CLEAR ANY LIGHTING FIXTURE A MINIMUM

ALL WIRING SHALL BE CONCEALD ABOVE CEILING WHEN THE ROOM HAS CEILING.

CONDUIT WHICH IS TO BE BONDED TO MAIN GROUNDING SYSTEM AT BOTH ENDS.

GROUNDING WIRE SHALL BE GREEN INSULATED COPPER WIRE IN RIGID GALVANIZED STEEL

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 WIRES

FIRE ALARM CONTROL PANEL----------------------------1520mm ABOVE FLOOR

LIGHTING FIXTURE--------------------SEE LIGHTING FIXTURE SCHEDULE

TOGGLE SWITCH-----------------------1220mm TO CENTER OF THE OUTLET

RECEPTACLE---------------------------460mm TO CENTER OUTLET

PANELBOARD, CIRCUIT BREAKER------------------------SEE SPECIFICATION

COMMUNCATION LINE) IN 16mm CONDUIT.

1-#18AWG SHIELDED CABLE TWISTED PAIR (FOR SMOKE/HEAT DETECTOR SENSOR

2-#14AWG WIRES (FOR SMOKE DETECTOR POWER LINE, 24VDC) AND

PAIR IN 16mm CONDUIT, A GREATER NUMBER OF WIRES IS INDICATED AS FOLLOWS:

CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES ONE(1)-#18AWG SHIELD CABLE TWISTED

FIRE ALARM CIRCUIT SHALL BE DOUBLE LOOF SYSTEM IN A SEPARATE CONDUIT AND ANY

CAULKING MATERIAL SHALL BE VERIFIED BY F&ES OFFICE PRIOR TO CONSTRUCTION.

BOTH SIDE OF FIRE WALLS, FIRE-PARTITIONS, AND FIRE-RATED PIPE CHASE WALLS.

ALL PIPE PENETRATIONS SHALL BE SEALED WITH FIRE RATED CAULKING MATERIAL ON

SPECIFICATIONS FOR O&MA PROJECTS, AND SPECIFICATIONS.

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

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

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

MANUAL PULL STATION----------------------------------1370mm ABOVE FLOOR

FIRE ALARM BELL---------------------------------------2130mm ABOVE FLOOR

NON-PCB TRANSFORMER CERTIFICATION FOR EACH TO BE INSTALLED TRANSFORMER

INSTALLED TRANSFORMER. NEW TRANSFORMER WILL BE INSTALLED ATFER COR’S APPROVAL FOR

SUBMIT TWO COPIES OF NON-PCB TRANSFORMER CERTIFICATION TO COR FOR EACH TO BE

BEFOER CONTRACTOR REPLACE/INSTALL ANY TRANSFORMER AT USAG DAEGU, CONTRACTOR SHALL

L E G E N D

REMOVE NEW 1.

THE PROJECT.

AND SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK ON

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY PORTION OF THE JOB BY THE COR

REVIEW BRANCH FOR APPROVAL PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHALL PREPARE AND SUBMIT MATERIAL SUBMITTAL TO THE DESIGN AND TECHNICAL

THE CONTRACTOR SHALL INDICATE NAME TAG TO ALL ELECTRICAL ITEMS.

WORK CLASS: "K" (REPAIR / MAINTENANCE)

///// CC

SCOPE OF WORK

RECEPTACLE, SINGLE, 125V-20A, GRD’G TYPE.

MAGNETIC MOTOR STARTER, VARIOUS CAPACITY

AND THE COLOR OF TOGGLE SWITCHES AND RECEPTACLE SHALL BE IVORY.

ALL COVER PLATES OF RECEPTACLES AND SWITCHES SHALL BE STAINLESS STEEL METALLIC ONES

SIN, YONG SU

D - 24 - 28

7 8

JA-00027-4J

DUPLEX PUMP CONTROL PANEL W/ALTERNATOR

RECEPTACLE, SINGLE, 250V-20A, GRD’G TYPE,

GFCI RECEPTACLE, SINGLE, 250V-16A, GRD’G TYPE, LOCAL TYPE (KOREAN)

GFCI RECEPTACLE, DUPLEX, 125V-20A, GRD’G TYPE.

EXIST

CAMP WALKER

1. PROVIDE POWER AND PUMP CONTROL SYSTEM TO LIFT STATION WITH ALL NECESSARY ACCESSORIES.

< ALL FAILED OR FAILING SYSTEM SHOULD BE REPAIRED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATION >

11 JUN 24

AC.

CURB.

.15

.21

.23

.39

E

D

S

L/P

L/P

SCO

SCO

SCO

S

S

ID

E W

A L K

S NEW LIFT STATION

PUMP CONTROL PANEL

EXISTING DUPLEX

PUMP CONTROL PANEL

NEW SIMPLEX

4-#14AWG IN 16mmC

1 SET FOR CONTROL

3-12#AWG & 1-12(G) IN 16mmC

1 SET FOR POWER

NEW GROUND ROD (TYPICAL)

(BLDG. # S-810)

FAMILY HOUSING TOWER #2

N

E-2

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

AS SHOWN

HGFEDCBA

DESIGNED BY

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 GARRISION DAEGU

DIRECTORATE OF PUBLIC WORK

UNIT #15746, APO AP 96218-5746

DATE:

SHEET OF

ELECTRICAL

GRAPHIC SCALE

AN, CHAE YONG

SIN, YONG SU

D - 24 - 28

- E-2

P-1

SCALE : 1 / 100

JA-00027-4J

SCALE: 1 : 100

2000 4000

SCALE : NOT TO SCALE- E-2

D-1 PUMP CONTROL INSTALLATION DETAIL

E

FLOW

CONTROL PANEL

NEW SIMPLEX PUMP

CONTROL PANEL

EXIST. DUPLEX PUMP

STOP PUMP

START PUMP

HIGH ALARM LEVEL

(CIVIL ITEM)

3P-208VAC-2HP-60Hz

SUBMERSIBLE PUMP

BASIC SEQUENCE OF OPERATION

1.

PUMP CONTROL PANEL SPECIFICATION

- POWER VOLTAGE: 3PH, 208VAC, 60HZ

- ENCLOSURE: NEMA 4X

2.

3.

4.

INFLOW

G

19mmD x 3000mmLG.

COPPER CLAD STEEL

GROUND ROD,

(M

IN

m m

1-#8 AWG "BC"

- HP RATING PER STARTER: 2.0HP

- CONTACTOR COIL VOLTAGE: 120VAC, 60HZ WITH STEP DOWN DRY-TRANSFORMER

- UL LISTED

- GREEN RUN PILOT LIGHT, FLASHING ALARM LIGHT, ALARM HORN W/SILENCE BUTTON, HAND-OFF-AUTO SWITCH

AS LIQUID IS PUMPED DOWN AND LEVEL GOES BELOW THE LOWER FLOAT SWITCH, THE PUMP WILL TURN OFF.

OFF - PUMP OFF

HAND - PUMP ON CONTINUOUSLY UNTIL SWITCH IS TURNED OFF.

- TYPE: THREE PHASE SIMPLEX PUMP CONTROL PANEL

CAMP WALKER

NEW PUMP CONTROL POWER PLAN

PUMP CONTROL INSTALLATION DETAIL

NEW PUMP CONTROL POWER PLAN AND

IN AUTO - AS LIQUID LEVEL RISES, THE UPPER FLOAT SWITCH CLOSES AND TURNS ON PUMP.

11 JUN 24

AT AFH TOWER #2

SEPARATION OF STORM AND SEWER LINE

8 8

CONDUIT SEALING FITTING