G2-43 Drawing.location.pdf

Construction Site (공사위치) 대구남구중앙대로 22길 19-2 앞

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

USING AGENCY

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 - 19 - 19

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

J1-00528-9J

UNIT #15746, APO AP 96218-5746

C - 2

R - 1

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

TITLE SHEET

2 C - 1

YI, TONG KI

T I T L E S H E E T

AS SHOWN

C - 34

DATE: 09 SEP 19

C - 45

CIVIL

LOCATION PLAN

SITE LAYOUT PLAN

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE

OFF POST

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE

PROJECT NO. J1-00528-9J, OFF POST

GENERAL, REMOVAL NOTES AND REQUIREMENTS

MISCELLANEOUS DETAIL

DISTRICT OFFICE

NAM-DAEGU

LOCATION PLAN

LOCATION PLAN

AS SHOWN

OFF POST

SCALE : 1 / 3000

60 120 (METERS)

SCALE: 1 : 3000

C-1

DAEGU HIGH SCHOOL

CAMP WALKER

CAMP GEORGE

N

SEE SITE LAYOUT PLAN

2-

THIS PROJECT

SHEET OF

CIVIL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

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

J1-00528-9J

1 4

KU, HUN MO

CHI. K. K.

09 SEP 19

S-21 S-22

T-20

JUNGANG-DAERO 22-GIL

B O

N G

D E

O K R

O

G

IL

- 3

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE

PROJECT NO.

D - 19 - 19

KU, HUN MO

CIVIL

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

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

GENERAL NOTES:

14.

13.

10.

11.

12.

C-2

OFF POST

J1-00528-9J

GENERAL, REMOVAL NOTES AND REQUIREMENTS

IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

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

AND TECHNICAL REVIEW BRANCH FOR APPROVAL PRIOR TO COMMENCING THE WORK.

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL SUBMITTAL TO THE DESIGN

TRAFFIC AND OPERATIONS.

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

BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, THE WORK BOUNDARY.

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

PROJECT LIMIT WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL HANDING METHODS.

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS WITHIN

PROJECT SITE ORIENTATION PRIOR TO SUBMISSION OF CONTRACT PROPOSAL.

THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE

COMMENCING WORK ON THE PROJECT.

BY THE COR AND SHOULD BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY PORTION OF THE JOB

OFFICER.

REMOVING AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE CONTRACTING

ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING, DEMOLISHING, OR

THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR

LINES, AND OTHER ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

OF ALL NATURAL OBSTRUCTIONS, SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY

THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED AND CLEARED/REROUTED

VEHICLES DURING CONSTRUCTION PERIOD IF REQUIRED.

CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND DETOUR ROAD FOR

MARKERS IN THE PROJECT LIMIT.

CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS AND OTHER UTILITY

UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

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

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

MANAGEMENT COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR O & MA

O & MA PROJECT, KOREA, 30 NOVEMBER 2015, DEPARTMENT OF THE ARMY INSTALLATION

THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL DRAWINGS, FOR

OTHERWISE NOTED.

WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF FROST DEPTH UNLESS

SUCH AS FORMWORKS AND SHORING WITHOUT ANY ADDITIONAL COST.

CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING FALSEWORK

DOWN AREA SHALL BE PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

FIELD OFFICES AND STORAGE AREAS SHALL BE WITHIN THE CONSTRUCTION AREA AND NO LAY

ACCORDING TO O&MA SPEC. AT THE LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S TEMPORARY FACILITIES

AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN MILLIMETERS AND STATIONS

16.

15.

9.

8.

7.

6.

5.

4.

3.

2.

1.

GENERAL REQUIREMENTS

REMOVAL NOTES:

1.

2.

3.

4.

OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED, UNLESS

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED AS INDICATED AND REQUIRED.

I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS,

1.

THE SAME TIME.

THE CONTRACTOR WILL NOT BE ABLE TO PERFORM WORK WITH BOTH LANES BLOCKED AT

INTERFERENCE WITH AN EXISTING UTILITY LINES.

C-815 AND C-816, WHEN IT IS NECESSARY TO REVISE THE WATER LINE DEFLECTION CAUSED BY CONTRACTOR SHALL REPLACE THE WATER LINE ACCORDING TO OMA STD, DET CIVIL C-812, C-813, PAID TO THE CONTRACTOR FOR THIS WORK.

NAMGU-OFFICE IN DAEGU CITY PRIOR TO START THE WORK. NO ADDITIONAL AMOUNT WILL BE

CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ROAD MANAGEMENT REVIEW COMMITTEE OF

CITY FOR EXCAVATION.

CONTRACTOR SHALL OBTAIN REQUIRED LOCAL DIGGING PERMITS FROM NAMGU-OFFICE IN DAEGU

CONSTRUCTION WORKS.

ON THE TOTAL EMERGENCY WATER LINE OF CAMP WALKER TO CAMP GEORGE DURING

PAVEMENT AREAS WHERE HAVE BEEN DAMAGED AS A RESULT OF HYDRAULIC PRESSURE TEST

CONTRACTOR VERIFY AN ANOTHER LEAKING LOCATIONS AND SHALL EMERGENCY REPAIR THE

2.

3.

4.

5.

6.

NOTES:

OF WATER LINE.

CONTRACTOR SHALL EXCAVATE TEMPORARY TRENCH CROSS THE ROAD TO VERIFY EXACT LOCATION

OTHER BURIED OBSTRUCTION, EXCAVATE BY HAND.

CONSTRUCTION. FOR WORK IMMEDIATELY ADJACENT TO OR FOR EXCAVATIONS EXPOSING A UTILITY OR POWER-DRIVEN EQUIPMENT IS NOT PERMITTED WITHIN 600 MM OF KNOWN UTILITY OR SUBSURFACE THE LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO THE EXCAVATION. EXCAVATION MADE WITH CONTRACTOR SHALL COORDINATE WITH INSTALLATION UTILITY DEPARTMENTS AND PHYSICALLY VERIFY

GAS LEAK TEST.

CONTRACTOR SHALL COORDINATE WITH DAESUNG ENERGY FOR THE PROJECT AND THE NATURAL

WATER LINE AS REQUIRED.

FITTINGS AND COUPLINGS TO MEET THE DESIGN, OMA SPECIFICATION, AND THE ACTUAL EXISTING PURPOSE. CONTRACTOR SHALL CONFIRM THE WATER LINE PROPERTIES, AND PROVIDE APPROPRIATE EXISTING WATER LINES ARE ASSUMED 200MM. DIA PVC PIPE AND THAT IS ONLY FOR THE ESTIMATION

CONSTRUCTION FACILITIES, FENCES, AND OTHER SAFETY MEASURES.

SEE GENERAL NOTE AND OMA SPECIFICATIONS FOR THE SAFETY REQUIREMENTS TEMPORARY

CONSTRUCTION PERIOD.

SEE GENERAL NOTE NO.5 FOR TEMPORARY ACCESS ROAD AND DETOUR FOR VEHICLES DURING

OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITY LINES.

EXISTING UTILITY LINES (WATER, SEWER, STORM DRAIN, AND ELEC, GAS) ARE SHOWN ON THE DRAWING

AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS.

HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE FINISHED GRADE

DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE FLAG MAN TO CONTROL THE TRAFFIC.

1.

2.

3.

4.

5.

6.

7.

8.

9.

COVERING THE METAL PLATE ON THE EXCAVATION AREAS.

- AFTER WORKING HOURS, THE CONTRACTOR SHALL OPEN THE FLOW OF TRAFFIC AFTER

HOURS SHOULD BE APPROVED BY CONTRACTING OFFICER’S REPRESENTATIVE (COR).

FOR THE BONGDEOK-RO AND JUNGANG-DAERO AREAS, ANY PROPOSED CHANGE IN WORKING

WORK HOURS: THE WORK WILL BE ACCOMPLISHED FROM 2200 HOURS THROUGH 0500 HOURS

GOVERNING STANDARDS FOR KOREA AND USFK PAM 200-1.

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE KOREAN ENVIRONMENTAL

2 4

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE

09 SEP 19

KU, HUN MO

CIVIL

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

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

LEGEND:

ITEM TO REMOVE

OFF POST

J1-00528-9J

N

GRAPHIC SCALE

SCALE: 1 : 100

2000 4000

72.831

AC

72.805

AC

72.902

AC

72.962

AC

72.856

AC

72.656

AC

72.599

AC

72.491

AC

72.622

AC

72.854

AC

72.957

AC

72.848

AC

72.858

AC

72.939

AC

72.949

SMH

72.575

SMH

72.581

SMH

72.609

SMH

72.613

SMH

73.031

SMH

73.018

SMH

72.541

SMH

72.555

SMH

72.487

SMH

72.479

SMH

72.965

WV

73.011

WV

72.653

TMH

72.788

TMH

72.795

TMH

72.783

TMH

73.037

TMH

73.068

TMH

72.679

INLET

72.821

INLET 72.889

INLET

72.906

INLET

72.881

INLET

72.859

INLET

72.885

INLET

72.845

INLET

73.058

MH

73.044

MH

73.007

MH

72.983

MH

73.012

MH

73.036

MH

72.995

MH

72.97

MH

73.051

MH

73.051

MH 73.056

MH

73.028

MH

73.103

CMU

73.08

CMU

73.054

CMU

73.039

CMU

73.03273.051

CMU73.057

CMU

73.09

CMU73.099

CMU

73.101

CMU

73.127

CMU

73.015

SWALK

73.091

SWALK

73.116

SWALK

72.967

SWALK

72.882

SWALK 72.971

SWALK

72.947

SWALK

72.918

SWALK

72.915

SWALK

73.042

SWALK

72.944

SWALK

72.904

SWALK

72.973

SWALK

72.987

SWALK

72.919

SWALK 72.972

SWALK

73.066

SWALK

73.048

SWALK

73.002

SWALK 73.012

SWALK

73.079

SWALK

73.079

SWALK

73.087

SWALK

73.072

SWALK

73.014

SWALK

73.016

SWALK

73.061

PIPE

73.074

PIPE

73.075

PIPE

73.058

PIPE

73.078

PIPE

73.096

PIPE

73.108

PIPE

73.125

PIPE

72.947

LP

72.598

STO

72.478

72.493

72.826

BLDG

72.842

BLDG

73.195

BLDG

72.844

BLDG

72.894

BLDG73.047

BLDG

72.826

GAS

72.988

GAS

72.922

ELEC

72.875

ELEC

72.909

ELEC

72.952

ELEC

72.998

TREE

73.06

MIRR

73.007

LINE

72.942

LINE

72.986

CROSS

72.967

CROSS

71.90

71.38

CMU

71.39

CMU

71.41

CMU 71.36

CMU

71.39

CMU 71.40

CMU

71.34

CMU CMU 71.99

CMU

71.36

CMU

71.35

CMU 71.35

CMU 71.48

71.58

CMUCMU

71.36

CMU

71.35

CMU

71.05

71.60

BOTTOM

71.59

BOTTOM

71.37

DITCH

71.37

DITCH

71.39

DITCH

71.36

DITCH

71.31

DITCH

71.28

DITCH

71.50

DITCH

71.53

DITCH 71.54

DITCH

71.52

DITCH71.50

DITCH

71.3

DITCH

72.22

CONTAIN

72.08

CONTAIN

72.13

CONTAIN

72.11

CONTAIN

72.18

CONTAIN72.28

CONTAIN

72.04

EP

71.88

EP

72.11

PCC

72.03

PCC

71.92

PCC

72.13

PCC

72.96

BLDG

72.15

BLDG

72.21

AC

72.24

AC 72.28

AC

72.16

AC

71.93

AC

72.10

PAD

71.93

PAD

72.21

MH

72.06

PIPE

72.48

PIPE

71.00

PIPE

71.06

PIPE

72.10

VPIT

72.11

VPIT

72.03

VPIT

72.12

VPIT

71.98

HWALL 71.98

HWALL

71.55

HWALL

71.75

HWALL

71.82

ODITCH

71.09

RCP

71.80

RCP

W/V

FHT

E/P

L/P

E/P

E/P

E/P

E/P

W/V

E/P

E/P

B O

N G

D E

O K R

O

G

IL

JUNGANG-DAERO 22 GIL

INLET

INLET

S

S

S

S

EE

G

G

L/P

DITCH

CMU

CONTAINER

CONTAINER

T-20

W (P

V C

D

A S S

U M

E D

W/V

W/V

(P V C

D

A S S

U M

E D

W

SITE LAYOUT PLAN

SCALE : 1 / 100

73.141

71.58

CMU

PIPE

(R C

P

D

D

SITE LAYOUT PLAN

JUNGANG-DAERO 13 GIL

9 GIL

JUNGANG-DAERO

W (P

V C

D

THE LOCATION OF WATER LINE

EXCAVATE TEMPORARY TRENCH TO VERIFY

PHASE 1

REMOVE EXISTING WATER LINE

ITEM TO ABANDON

IN ACCORDANCE WITH THE GUIDANCE OF COR

RELOCATE EXISTING CONTAINER TO THE LOCATION

AND BASE COURSE SAME AS EXIST.

REPLACE EXISTING CONCRETE BRICK SIDEWALK

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT

PHASE 3

INSTALL NEW WATER LINE

PHASE 2

DRAIN LINE, (RCP, D=600)

REPLACE EXISTING STORM

PHYSICAL SECURITY PLAN AND HAVE APPROVAL BEFORE THE CONSTRUCTION.

SECURITY OFFICER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND

THE CONSTRUCTION PERIOD IN ACCORDANCE WITH THE GUIDANCE OF

TEMPORARY PERIMETER FENCE SHALL BE INSTALLED DURING

SEE SECTION DETAILS

BLACK BASE (T=50) AND SUBBASE COURSE (T=400)

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT (T=50),

REPLACE EXISTING STORM DRAIN LINE, (RCP, D=600).

#1 (CONSTRUCTION/ALTERATION)

SCOPE OF WORK

#2 (REPAIR/MAINTENANCE)

#3 (GENERAL REQUIREMENTS)

1.

1.

2.

3.

REMOVE EXISTING WATER LINE.

BASE (T=50) AND SUBBASE COURSE (T=400).

REPLACE EXISTING ASPHALT CONCRETE PAVEMENT (T=50), BLACK

RELOCATE EXISTING CONTAINER.

3.

2.

1.

4.

11.

PROJECT WORK LIMITS

SOD WITH TOP SOIL AND SOLID SODDING.

YIELD LINE, SAME AS EXIST.

PAINT EXISTING CROSSWALK, DOTTED LINE,

W/V

REPLACE EXISTING CONCRETE MANHOLE SAME AS EXIST.

S

REPLACE EXISTING WATER GATE VAVLE AND VALVE BOX.

REPLACE EXISTING CONCRETE BRICK SIDEWALK AND BASE COURSE.

REPLACE EXISTING CONCRETE MANHOLES.

REPLACE EXISTING CONCRETE OPEN DITCH.

5.

6.

7.

8.

9.

10.

12.

13.

SOD WITH TOP SOIL AND SOLID SODDING

PAINT EXISTING CROSSWALK, DOTTED LINE, YIELD LINE.

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

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

NOTE:

C-3

SEE GENERAL NOTES

THE UTILITY LINES ARE NOT SHOWN

TELEPHONE, GAS LINES (AS REQUIRED)

SUCH AS WATER, IRRIGATION, ELEC. POWER,

REROUTE EXISTING UNDER GROUND UTILITY LINES

(AS REQUIRED)

REPLACE EXISTING WATER GATE VAVLE AND VALVE BOX

CITY NATURAL GAS LINE, (ASSUMED) EXISTING WATER LINE TO ABANDON, (ASSUMED)

CONCRETE GUTTER SAME AS EXIST.

REPLACE EXISTING GRANITE CURB AND

REPLACE EXISTING GRANITE CURB AND CONCRETE GUTTER.

SAME AS EXIST. (AS REQUIRED)

REPLACE EXISTING CONCRETE MANHOLE

CONCERTINA WIRE SAME AS EXIST.

INCLUDING STEEL ARM, BARBED WIRE AND

REPLACE EXISTING CMU PERIMETER FENCE

BARBED WIRE AND CONCERTINA WIRE.

REPLACE EXISTING CMU PERIMETER FENCE INCLUDING STEEL ARM,

4-

2SEE DETAIL

INSTALL CONCRETE PROTECTION SLAB/ ENCASEMENT

REPLACE EXISTING SURFACE INLET AND STORM PIPE.

PIPE SAME AS EXIST.

REPLACE EXISTING SURFACE INLET AND STORM

INSTALL CONCRETE PROTECTION SLAB/ ENCASEMENT.

SEE THE SECTION DETAILS

OTHER ACCESSORIES

COUPLINGS, THRUST BLOCKS, ANCHOR BLOCKS AND

INSTALL WATER LINE (PVC, D=200) INCLUDING FITTINGS,

REMOVE EXISTING ASPHALT CONCRETE PAVEMENT.

(PVC, D=200)

W

14.

PAVEMENT

REMOVE EXISTING ASPHALT CONCRETE

REROUTE EXISTING UNDER GROUND UTILITY LINES.

BASE AND SUBBASE COURSE

REPLACE AC PAVEMENT,

THRUST BLOCKS, ANCHOR BLOCKS AND OTHER ACCESSORIES.

INSTALL WATER LINE (PVC, D=200) INCLUDING FITTINGS, COUPLINGS,

4-

4-

4-

3 4

SAME AS EXIST.

REPLACE EXISTING CONCRETE OPEN DITCH

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE

EXST. AC SURFACE

SUBBASE COURSE (T=400)

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

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

TACK COAT

HOT-MIXED ASPHALT CONCRETE #78)

ASPHALT WEARING COURSE (T=50,

HOT-MIXED ASPHALT CONCRETE #467)

BLACK BASE COUSRE (T=50,

O.D

TW

M

IN

M

IN

SATISFACTORY BACKFILL

OR MISC. AREAS

OR SEEDED AREAS,

SIDEWALK, TURFED

OF SOIL

TO ANGLE OF REPOSE

TRENCH WALLS CUT

EARTH TRENCH BOTTOM UNYIELDING MATERIAL TRENCH BOTTOM

FINISHED GRADE

INITIAL BACKFILL

BE FREE OF ROCK 13mm OR LARGER

GRANULAR MATERIAL, SHALL

BEDDING - SELECT

UNYIELDING MATERIAL

O.D. + 600 FOR 900 OR MORE I.D. PIPE

O.D. + 450 FOR 600 OR LESS I.D. PIPE

OF SOIL

EARTH

FIRM UNDISTURBED

NOTE: TW =

NOT TO SCALE

1 TYPICAL PIPE TRENCH SECTION

2. REINFORCING STEEL; YIELD STRENGTH, Fy= 300 MPa

1. CONCRETE; MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, Fc’= 24 Ma

MATERIAL PROPERTIES

PROTECTION SLAB

SUBBASE COURSE (T=400)

(T=50, HOT-MIXED ASPHALT CONCRETE #467)

BLACK BASE COUSRE

(T=50, HOT-MIXED ASPHALT CONCRETE #78)

ASPHALT SURFACE

NOT TO SCALE

1,000

EACH WAY

D13@300 SLAB

PROTECTION

MATERIAL)

(SATISFACTORY

BACK FILL

MATERIAL

GRANULAR SAND WATER LINE

(T Y P

KU, HUN MO

CIVIL

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

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

CHI, K. K.

OFF POST

J1-00528-9J

C-4

PVC, C.I. OR D.I. PIPE

C.I. OR D.I. FITTING WITH BELL END

PVC C.I. OR D.I. PIPE

HUB(RING) TYPE COUPLING

INSTALL POSITION

JOINT AT READY TO

INSTALLED POSITION

MECHANICAL JOINT AT

MECHANICAL JOINT END

OR PIPE WITH

C.I. OR D.I. FITTING

PLUG WITH EARS

C.I. OR C.I.

THREAD PIPE AS REQUIRED

TAPPED TEE WITH BELL ENDS (TYP.)WATER MAIN

COPPER

CORPORATION STOP

BELL END

W/BELL END

C.I. OR D.I. CAP

THREAD

CORPERATION STOP

FOR 150mm & SMALLER PIPE

SINGLE STRAP TYPE MAY BE USED

CLAMP 200mm & LARGER PIPE.

COPPER PIPE

SERVICE LINE FOR

MISCELLANEOUS PIPE INSTALLATION DETAILS

- 4

- 4

- 4

- 4

MISCELLANEOUS DETAILS

4 4

BETWEEN CAMP WALKER AND CAMP GEORGE

REPAIR LEAKING EMERGENCY WATER LINE