H1_Drawing.PDF

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCHEDULE OF DRAWINGS

RING NO. REF. NO.REVISION STATUSDWG. NO. SHT. NO.REF. NO.

T - 1

RING NO. DESCRIPTION OF DRAWINGS

TITLE SHEET

DWG. NO. SHT. NO. DESCRIPTION OF DRAWINGS REVISION STATUS

C - 1

C - 2

C - 3

C - 4

REPLACE WATERLINE AT DET J

PWO. NO. 183303, KORYOSAN SITE, KOREA

GENERAL

CIVIL

2 T - 2 LOCATION PLAN AND GENERAL NOTES

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 2

SITE LAYOUT PLAN - 3

SITE LAYOUT PLAN - 46

SITE LAYOUT PLAN - 5

SITE LAYOUT PLAN - 6

SITE LAYOUT PLAN - 7

SITE LAYOUT PLAN - 8

C - 5

C - 6

C - 7

C - 8

3 OF

4 OF

5 OF

6 OF

7 OF

8 OF

9 OF

10 OF

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

TITLE SHEET

T-1 183303

C - 9 11 OF11 DETAILS

2 OF

1 OF

1 11

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

- 2

0 60

GRAPHIC SCALE

60m

SCALE = 1 : 3600

120 180 240

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T -3

S-

S-3021

S

S

S-

S-3025

T -3

W

W

W

W x x x x x

W

WATER WELL

T-3084

POL

ROK MC

ROK MC

ROK MC

ROK MC

ROK MC

ROK MC

ROK MC

ROK MC

EXST HELIPAD

T-3041

ROK MC

SITE

KORYOSAN

ROK MC

SITE

NO. 8282

ROK MC

SITE

E A S T S E A

CHUNCHON

KUNSAN

KWANGJU

INCHON

S E A

W E S T

MUNSAN

DAEGU

CHINHAE

WAEGWAN

BUSAN

DAEJEON

OSAN

UIJONGBU

DONGDUCHEON

SEOUL

TONGYOUNG

MOKPO

VICINITY MAP

NOT TO SCALE

KANGHWA

KORYOSAN SITE, KOREA

N

GENERAL NOTES :

MILLIMETERS AND ELEVATIONS AND STATIONS ARE IN METERS.

9.UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

AND SECURED.

CONSTRUCTION WILL BE RELOCATED, REPAIRED, RE-STABILIZED

LINES, TREES, SHRUBS AND ETC AFFECTED BY THE

LINE AND SUCH AS SEWER, WATER, TELEPHONE, CATV, DRAIN

8.THRUST BLOCK AND CONC. ANCHOR BLOCK FOR THE WATER

BE COVERED WITH TOP SOIL AND SOLID SODDING.

7.ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL

THE GOVERNMENT.

SHORING PROPERLY WITHOUT ANY ADDITIONAL COST TO

INCLUDING TEMPORARY WORK SUCH AS FORMWORK AND

6.CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

ADDITIONAL COST TO THE GOVERNMENT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO

2014 (DATED 30 NOVEMBER 2015). THE DETAILS WILL BE UTILIZED

DETAIL DRAWINGS, IS FOR OMA STANDARD DETAILED DRAWINGS,

5.THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

4.CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS AND

THE CONTRACTOR'S EXPENSE.

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT

RESTORATION TO ORIGINAL CONDITIONS OF THE ITEMS

3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR

COR PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING(S) FOR ANY

TO SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR

1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

N

DEMOLITION NOTES :

STANDARDS FOR KOREA, USFK REG 201-1.

KOREAN ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING

4. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH APPLICABLE

BETTER CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

CONTRACTOR SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR

CONTRACTOR'S NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE

IMPROVEMENTS. SHOULD THESE ITEMS BECOME DAMAGED DUE TO

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

3. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

LIMITS SHALL BE DEMOLISHED AND REMOVED AS INDICATED.

2. EXISTING ASPHALTIC CONCRETE PAVEMENT WITHIN THE PROJECT

OTHERWISE NOTED.

LIMITS INDICATED ON GRADING AND DRAINAGE PLAN UNLESS

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

UTILITY NOTES :

WATER LINES LESS THAN MINIMUM EARTH COVER SHALL BE INSULATED.

8. MINIMUM EARTH COVER FOR WATER LINES SHALL BE 1.20 METERS

APPROVAL OF THE CONTRACTING OFFICER.

BLOCKS AND/OR MODIFYING HIS CONSTRUCTION METHOD, WITH THE

PROTECT THE WATER LINE, SUCH AS CONSTRUCTING SPECIAL REACTION

REACTION BLOCKS. TAKE WHATEVER MEASURES NECESSARY TO

DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE EXISTING

BENDS WHERE THERE IS A POSSIBILITY OF WATER LINE MOVEMENT

CAREFUL WHEN EXCAVATING ALONGSIDE WATER LINES, TEES AND

7. PROTECT ALL WATER LINES DURING CONSTRUCTION, BE ESPECIALLY

REMEDIAL ACTION.

UTILITIES, IMMEDIATELY INFORM THE CONTRACTING OFFICER FOR

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

6. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

DEPTH PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES.

THE UTILITY BY HAND EXCAVATION TO VERIFY ITS LOCATION AND

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, CAREFULLY EXPOSE

5. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

HAVE BEEN DAMAGED, TO THEIR ORIGINAL (OR BETTER) CONDITION.

4. RESTORE EXISTING UTILITIES (WHETHER SHOWN OR NOT) WHICH

3. PROTECT ALL EXISTING UTILITIES AT ALL TIMES.

DIRECTED.

DESCREPANCIES TO THE CONTRACTING OFFICER, AND PROCEED AS

2. VERIFY LOCATIONS, SIZES, AND INVERTS OF ALL UTILITIES. REPORT ANY

WHEN POSSIBLE BY FIELD SURVEYS.

RECORDS AND UTILITY MAPS. UTILITY LOCATIONS WERE ALSO VERIFIED

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

1. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES,

THIS PROJECT

LOCATION PLAN

YI, KS

CIVIL

LOCATION PLAN AND GENERAL NOTES

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

T-2 183303

SHEET C-1

SHEET C-2

SHEET C-3

SHEET C-4

SHEET C-5

SHEET C-6

SHEET C-7

SHEET C-8

SCALE : 1 / 3600

2 11

T

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

EXISTING 80mm(3'') DIA. WATER PIPE

EXST HELIPAD

T-3041

EXISTING 2'' DIA. WATER PIPE

EXISTING CHECK VALVE MANHOLE

ROAD EDGE

EXISTING OPEN DITCH

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

NOTE:

KEY PLAN

-3

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

A C P

A V E

D R

O A

D

GRADE LIMIT LINE

GRADE LIMIT LINE

N

W w

0 5

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 1

SCALE : 1 / 300

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 1

183303

MATCH LINE SEE SHEET C-2

SEE

APPROXIMATELY 50 SQUARE METERS

THERMOPLASTIC PAVEMENT MARKING AS EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND

THK BASE COURSE AND 350mm THK SUB BASE

REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm

INCLUDING ALL NECESSARY ACCESSORIES

CONNECT NEW WATER PIPE TO EXST WATER PIPE

FITTING, AND ETC

INCLUDING INSULATION, CONCRETE SUPPORT, FLANGE JOINT,

W/ EXPANSION JOINT, AND ALL NECESSARY ACCESSORIES

REPLACE EXISTING CHECK VALVE WITH NEW CHECK VALVE

SEE

APPROXIMATELY 230 SQUARE METERS

REPLACE SOLID SODDING

C-1

- 11

- 11

- 11

- 11

3 11

PROVIDE WATER PIPE MARKER FOR AC PAVEMENT 1EA PER 50m

PIPE LINE INDICATING PIN 1EA PER 50m

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

PIPE LINE INDICATING POST 1EA PER 200m

7. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

AND ETC

NECESSARY ACCESSORIES INCLUDING INSULATION, CONCRETE SUPPORT, FLANGE JOINT, FITTING,

6. REPLACE EXISTING CHECK VALVE WITH NEW CHECK VALVE W/ EXPANSION JOINT, AND ALL

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

5. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

4. REPLACE SOLID SODDING

EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC PAVEMENT MARKING AS

3. REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm THK BASE COURSE AND 350mm THK SUB BASE

- PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

2. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

1. CONNECT NEW WATER PIPE TO EXST WATER PIPE INCLUDING ALL NECESSARY ACCESSORIES

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 145 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, Ww

W

W

W

W

W w w w

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

YI, KS

CIVIL

C-2

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 2

183303

MATCH LINE SEE SHEET C-1

MATCH LINE SEE SHEET C-3

5m 10 15 20

SCALE = 1 : 300

A C P

A V

E D R

O A

D

SITE LAYOUT PLAN - 2

SCALE : 1 / 300

ROAD EDGE

GRADE LIMIT LINE

EXISTING OPEN DITCH

W

- 11

- 11

SEE

APPROXIMATELY 300 SQUARE METERS

REPLACE SOLID SODDING

4 11

- 11

PIPE LINE INDICATING PIN 1EA PER 50m

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES INCLUDING

REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT,

PIPE LINE INDICATING POST 1EA PER 200m

5. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

4. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT,

3. REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT, CONCRETE MANHOLE, AND

2. REPLACE SOLID SODDING

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

1. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 157 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, W w w

W w

W

W w

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 3

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 3

SCALE : 1 / 300

W

ROK MC SITE

W

W W

ROK M

C BLDG

MATCH LINE SEE SHEET C-2

MATCH LINE SEE SHEET C-4

A C P

A V

E D R

O A

D

EXISTING OPEN DITCH

ROAD EDGE

GRADE LIMIT LINE

S EXISTING SEWER MANHOLE

C-3

- 11

- 11

SEE

APPROXIMATELY 10 SQUARE METERS

THERMOPLASTIC PAVEMENT MARKING AS EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND

THK BASE COURSE AND 350mm THK SUB BASE

REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm

- 11

5 11

PIPE LINE INDICATING PIN 1EA PER 50m

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 167 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, PIPE LINE INDICATING POST 1EA PER 200m

4. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

3. REPLACE SOLID SODDING

EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC PAVEMENT MARKING AS

2. REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm THK BASE COURSE AND 350mm THK SUB BASE

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

1. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

SEE

APPROXIMATELY 320 SQUARE METERS

REPLACE SOLID SODDING

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 4

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 4

SCALE : 1 / 300

S W

W

W W

MATCH LINE SEE SHEET C-3

MATCH LINE SEE SHEET C-5

EXISTING 2'' DIA. WATER PIPE

TO THE TEMPLE

EXISTING 35mm DIA. WATER PIPE

ROAD EDGE

EXISTING OPEN DITCH

GRADE LIMIT LINE

500mm(20") DIA

EXST DRAIN CROSSING LINE

EXST SEWER MANHOLE

EXST WATER SUPPLY VALVE

EXISTING WATER METER

AC

P

AVED

R

O

AD

EXISTING GATE VALVE

PUMP

CONNECTED BY OTHER

LINE) WILL BE INSTALLED AND

BOOSTER PUMP SYSTEM(DASHED

C-4

6 11

W

- 11

SEE

APPROXIMATELY 95 SQUARE METERS

THERMOPLASTIC PAVEMENT MARKING AS EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND

THK BASE COURSE AND 350mm THK SUB BASE

REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm

- 11

SEE

APPROXIMATELY 210 SQUARE METERS

REPLACE SOLID SODDING

- 11

- 11

PIPE LINE INDICATING PIN 1EA PER 50m

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES INCLUDING

REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT,

PIPE LINE INDICATING POST 1EA PER 200m

PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 160 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA,

6. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

5. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT,

4. REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT, CONCRETE MANHOLE, AND

3. REPLACE SOLID SODDING

EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC PAVEMENT MARKING AS

2. REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm THK BASE COURSE AND 350mm THK SUB BASE

- PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

1. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 5

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 5

SCALE : 1 / 300

S

W W

S

W W

MATCH LINE SEE SHEET C-6

MATCH LINE SEE SHEET C-4

EXST SEWER MANHOLE

EXST SEWER MANHOLE

A C P

A V

E D R

O A

D

ROAD EDGE

EXISTING OPEN DITCH

GRADE LIMIT LINE

C-5

7 11

- 11

- 11

SEE

APPROXIMATELY 260 SQUARE METERS

REPLACE SOLID SODDING

W

- 11

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

NOTE:

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

PIPE LINE INDICATING PIN 1EA PER 50m

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES

REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT,

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 135 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, PIPE LINE INDICATING POST 1EA PER 200m

5. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

4. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT,

3. REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT, CONCRETE MANHOLE, AND

2. REPLACE SOLID SODDING

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.N

w

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 6

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 6

SCALE : 1 / 300

S

W

W W

W

MATCH LINE SEE SHEET C-5

MATCH LINE SEE SHEET C-7

A C P

A V E

D R

O A

D

EXST SEWER MANHOLE

ROAD EDGE

GRADE LIMIT LINE

EXISTING OPEN DITCH

C-6

8 11

W

- 11

- 11

SEE

APPROXIMATELY 290 SQUARE METERS

REPLACE SOLID SODDING

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

NOTE:

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

PIPE LINE INDICATING PIN 1EA PER 50m

- 11

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES

REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT,

5. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

4. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT,

3. REPAIR BY INSTALLING OF CHECK VALVE W/ EXPANSION JOINT, CONCRETE MANHOLE, AND

2. REPLACE SOLID SODDING

- PIPE LINE INDICATING POST 1EA PER 200m

- PIPE LINE INDICATING PIN 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

1. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

PIPE LINE INDICATING POST 1EA PER 200m

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 152 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 7

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 7

SCALE : 1 / 300

W

NO. 8282

ROK MC

SITE

KO

R

YO

SAN

R O

K M

C

SI

TE

W

W

W

MATCH LINE SEE SHEET C-7

MATCH LINE SEE SHEET C-5

GRADE LIMIT LINE

ROAD EDGE

AC P

AVED R

OAD

EXISTING GABION WALL

C-7

9 11

- 11

- 11

W

W

SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

NOTE:

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

SEE

APPROXIMATELY 440 SQUARE METERS

THERMOPLASTIC PAVEMENT MARKING AS EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND

THK BASE COURSE AND 350mm THK SUB BASE

REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm

PROVIDE WATER PIPE MARKER FOR AC PAVEMENT 1EA PER 50m

- 11

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES INCLUDING

REPAIR BY INSTALLING OF AIR RELEASE VALVE W/ EXPANSION JOINT,

- 11

SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

CONCRETE MANHOLE, AND ALL NECESSARY ACCESSORIES INCLUDING

REPAIR BY INSTALLING OF AIR RELEASE VALVE W/ EXPANSION JOINT,

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 314 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA,

5. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

4. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES

JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT, FLANGE

3. REPAIR BY INSTALLING OF AIR RELEASE VALVE W/ EXPANSION JOINT, CONCRETE MANHOLE, AND

EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC PAVEMENT MARKING AS

2. REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm THK BASE COURSE AND 350mm THK SUB BASE

- PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

S-

S-3021

S

S

S-

S-3025

T -3 x x x x

N

POL

W

W

W

W

EXST HELIPAD

T-3041

NO. 8282

ROK MC

SITE

KORYOSAN

ROK MC

SITE

W W

W W

W

W

W

W

W

W

W

W

W W

W

W W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

W

W

W

ROK MC

SITE

WATER WELL

T-3083

W

CHAIN LINK FENCEx

GRADING LIMITS

WATER LINEW

MANHOLE

GRASS AREA (SOLID SODDING)

LEGEND

BUILDINGS-7032

EXST WATER LINE

A/C PAVEMENT

THIS DWG.

N w

YI, KS

CIVIL

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

SITE LAYOUT PLAN - 8

5m 10 15 20

SCALE = 1 : 300

SITE LAYOUT PLAN - 8

SCALE : 1 / 300

-3

S-3021

W

S

S

MATCH LINE SEE SHEET C-6

EXISTING GUARD RAIL

EXISTING 2'' DIA. WATER PIPE

GRADE LIMIT LINE

WATER PIPE

ABANDON AND PLUG EXISTING INCLUDING ALL NECESSARY ACCESSORIES

CONNECT NEW WATER PIPE TO EXST WATER PIPE

A C P

A V

E D R

O A

D

ROAD EDGE

C-8

10 11

W

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SEE

APPROXIMATELY 190 SQUARE METERS

THERMOPLASTIC PAVEMENT MARKING AS EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND

THK BASE COURSE AND 350mm THK SUB BASE

REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm

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SCHEDULE #1 (REPAIR/MAINTENACE)

SCOPE OF WORK

NOTE:

- OUTSIDE COATING: KSD 3607, POWDER TYPE 3 LAYER POLYETHYLENE COATING

- INSIDE COATING: KSD 8502, LIQUID TYPE EPOXY COATING

- PIPE AND FITTING MATERIAL: KSD 3565, STWW 370

OR APPROVED EQUAL.

6. THE COATED STEEL WATER PIPE SHOULD MEET THE KS STANDARD REQUIREMENT

FINISHED GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS

5. HEIGHT OF MANHOLE COVERS, SURFACE INLETS, AND VALVE BOXES SHALL MATCH THE

UNLESS ON A NATURAL SIDE SLOPE OR BANKED TURN

4. PAVED ROAD SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN THE TRAVEL LANES, CONSTRUCTION FENCE WITH FILTER FABRIC IN ACCORDANCE WITH CONSTRUCTION PHASES

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE CONSTRUCTION BARRICADES AND

THIS WORK

VERIFY ACTUAL QUANTITIES. NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR

2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL

THE START OF WORK INCLUDING PERFORMANCE METHOD AND SCHEDULE

1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO COR AND GET APPROVAL PRIOR TO

AND SEE

SEE STD, DET CIVIL, C-809~C-816, C-824 AND C-911

APPROXIMATELY 125 METERS

TAPE W/ PIPE LINE INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

AND ALL NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING

REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA,

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SEE

THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND

FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

INCLUDING EARTH WORK, INSULATION, CONCRETE SUPPORT,

SYSTEM W/ PANEL, AND ALL NECESSARY ACCESSORIES

METER W/ EXPANSION JOINT, CONCRETE MANHOLE, CONTROL

REPAIR BY INSTALLING OF ULTRASONICS WAVE TYPE WATER

7. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO OUTSIDE OF COMPOUND

EARTH WORK, THRUST BLOCKS, CONCRETE ENCASEMENT, FITTING, AND ETC

6. REPAIR BY INSTALLING OF GATE VALVE W/ VALVE BOX AND ALL NECESSARY ACCESSORIES INCLUDING

INSULATION, CONCRETE SUPPORT, FLANGE JOINT, CONCRETE ENCASEMENT, FITTING, AND ETC

MANHOLE, CONTROL SYSTEM W/ PANEL, AND ALL NECESSARY ACCESSORIES INCLUDING EARTH WORK,

5. REPAIR BY INSTALLING OF ULTRASONICS WAVE TYPE WATER METER W/ EXPANSION JOINT, CONCRETE

EXISTING

COURSE INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC PAVEMENT MARKING AS

4. REPLACE 75mm THK. ASPHALT CONCRETE W/ 200mm THK BASE COURSE AND 350mm THK SUB BASE

- PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

INDICATE PIN, POST, AND MARKER, THRUST BLOCKS, JOINT TAPE

NECESSARY ACCESSORIES INCLUDING FITTING, DETECTABLE WARNING TAPE W/ PIPE LINE

3. REPLACE EXST WATER PIPE WITH COATED STEEL WATER PIPE 80mm(3")DIA, AND ALL

2. ABANDON AND PLUG EXISTING WATER PIPE

1. CONNECT NEW WATER PIPE TO EXST WATER PIPE INCLUDING ALL NECESSARY ACCESSORIES

PIPE LINE MARKER FOR AC PAVEMENT 1EA PER 50m

C

2% SLOPE

VARIES

2% SLOPE

PRIME COAT

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

75mmTHK. AC PAVEMENT

TACK COAT

BASE COURSE

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE

95% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

EXISTING SUBGRADE

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

DES

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15333, APO AP 96205-5333

ENGINEERING DIVISON, DPW, USAG-YONGSAN

HEADQUARTERS, UNITED STATES ARMY GARRISON, YONGSAN

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

A

B C D

E F G H

BLANKET

SOLID SOD

50 THK MIN

TOP SOIL

100 THK MIN

COMPACTED SUBGRADE

SCARIFIED AND

NOT TO SCALE

SOLID SODDING

TYPICAL TRENCH SECTION

BE FREE OF ROCK 15mm OR LARGER

UNYIELDING MATERIAL

SATISFACTORY BACKFILL

INITIAL BACKFILL

GRANULAR MATERIAL SHALL

BEDDING - SELECT

FOR AC PAVEMENT DET

UNYIELDING MATERIAL TRENCH BOTTOM

NOTE: TW = (

OD+900 FOR PIPES LARGER THAN 600

NOT TO SCALE

OD+600 FOR PIPES 600 OR LESS

FOR SIDEWALK, TURFED

OR SEEDED AREAS

EARTH (SEE NOTE 1 AT RIGHT)

EARTH TRENCH BOTTOM

FIRM UNDISTURBED

OR MISC AREA

O.

D

TW

M

IN

TO THE NECESSARY SIZE AT EACH

JOINT OR COUPLING TO ELIMINATE

POINT BEARING.

1. BELL HOLES SHALL BE EXCAVATED

NOTE:

SAWCUT

YI, KS

NOT TO SCALE

TYPICAL AC PAVEMENT SECTION

DETECTABLE WARNING TAPE

D13 @ RING 900mm DIA

RING 700mm DIA

D13 @ 300 OC

BOTTOM SLAB

D13 BARS SPACED SAME AS

400X400X200 SUMP PIT

5-D13 BASE UNIFORMLY SPACED EACH WAYS

400X400X200 SUMP PIT

D13 @ 300mm OC EW

CI MANHOLE COVER WITH

CI MANHOLE FRAME

AND COVER

B MASTIC CAULKING (TYP)

4 SIDES

V A

R

IE

S

D13 @ 200mm OC EW

PAVEMENT

ALL SIDES

300 TYP

ADD D13

FINISH GRADE

FRAME-MARKED "W"

COATED STEEL WATER PIPE

COATED STEEL WATER PIPE

NOT TO SCALE

A

PLAN

B

SECTION

CONCRETE MANHOLE DETAIL

NOT TO SCALE

GATE VALVE W/ VALVE BOX

TIE ROD

(DEPTH)

B

(WIDE)

VALVE

SIZE

A

2-HD19 BAR

2-D13 BAR

2-HD16 BAR

2-HD16 BAR

2-HD19 BAR

TIE ROD

(DEPTH)

B

A

(WIDE)

VALVE

SIZE

NOTE:

CONCRETE BASE RING

CONC BASE 375mm SQ

OR 375mm DIA

REBAR TIE ROD

CONCRETE BASE

M

IN

2 EACH (SEE TABLE ABOVE RIGHT)

SLIDE TYPE CAST IRON

AC PAVEMENT

TRAFFIC TYPE VALVE BOX

A

MIN

GATE VALVE

B

SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm (250 PSI) PRESSURE IN THE

DIMENSION TABLE OF CONCRETE BASE

PIPE AND 71,820 NEWTONS/M (1500 PSF) SOIL BEARING PRESSURE.

2-D13 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

2-D10 BAR

WATERWATER

NOTE:

PROVIDE NOMINAL 150mm DIA ROUND UTILITY BOX PER MANUFACTURES STANDARD

150 150150

LADDER

NOTE:

SHALL BE INSULATED

PIPE, VALVE, WATER METER, AND JOINT INSIDE OF MANHOLE

C-9

K16, AIRFIELD

REPLACE WATERLINE AT DET "J"

FY18

CIVIL

183303

DETAILS

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