A21_Solicitation_W91QVN17R0108_A001_Drawings.pdf

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G-001

1 OF 2 TITLE SHEET

163417G-002.DGN 2 OF 2 LOCATION PLAN, GENERAL NOTES

GENERAL

S C H E D U L E O F D R A W I N G S

STATUS

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163417G-001.DGN

163417CP001.DGN

163417CP301.DGN

SITE LAYOUT PLAN

PAVEMENT BOUNDARY DETAIL

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YONGSAN, KOREA

(BETWEEN DRAGON HILL LODGE AND FIRE STATION)

REPLACE PAVEMENT AT 8TH ARMY ROAD

PWO 163417

5 163417C-501.DGN 3 OF 3 CIV. DETAIL

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PROJECT LOCATION PLAN

SCALE 1:3,000

YS-N2

YS-N1

13,633,786.41' N 1,056,091.79' E Elev. 68.86'

13,634,403.76' N

1,056,125.06' E

Elev. 95.19'

13,636,212.56' N

1,054,323.85' E

Elev. 61.74'

ALPHA

2200 2300 2400 25002600

GREEN HOUSE

DI

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LODGE COMPLEX

DRAGON HILL

T-363

8 4

T411

SITE

MEMORIAL

3 4 3 4

SIGNS

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loading arealoading arealoading area

TOWER

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GREEN HOUSE

TOWER

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Baseba ll

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160016001599

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UN BOULEVARD

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CAVALRY DIVISION ROAD

1ST

S200

S

S273 Basketball

Court

PEDESTRIAN

OVERPASS

S

ROK WAR MEMORIAL

13,635,305.56' N

1,056,298.58' E Elev. 189.07'

13,635,725.01' N 1,054,417.36' E Elev. 61.80'

GAS

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BLDG

ROK

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1ST MARINE DIVISION ROAD

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SCALE IN FEET

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Multi - purposeCourts

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233823362335 2337

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J2 ANNEX

GATE #19(was #20)

GATE #18(was #8B)

GATE #17(was #23)

GATE #15(was #43) GATE #2(was #5) GATE #3(was #7)

GATE #4(was #8)

GATE

#14

(wa s #

19)

GATE #13(was #17)

GATE #12(was #18)

GATE #11(was #39) GATE #10(was #38)

GATE #16(was #1)

GATE #1(was #10)

GATE #9(was #60)

GATE #8(was #37)

GATE #6(was #52) GATE #7(was 329)

GATE #5(was #12)

GATE #21(was #3)

GATE #20(was #2)

SKATEBOARD

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7.UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN FEET.

THE GOVERNMENT.

AS FORM WORK, SAFETY FENCE AND SHORING ETC PROPERLY WITHOUT ANY ADDITIONAL COST TO

6.CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES INCLUDING TEMPORARY STEP SUCH

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

5.CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR'S TEMPORARY FACILITIES

ACCOMPLISH CIVIL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT CONTRACT.

KOREA REGION OFFICE' FORM A PART OF THIS PROJECT, THE DETAILS WILL BE UTILIZED TO

KOREA, 24 JANUARY 2014, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT AGENCY,

4.THE STANDARD DRAWINGS SHOWN TIN THE "STANDARD DETAIL DRAWINGS, FOR O&MA PROJECTS, CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

CONDITIONS OF THE ITEMS DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/ RESTORATION TO THEIR ORIGINAL

BY THE COR PRIOR TO COMMENTING WORK ON THE PROJECT.

THE JOB INCLUDING OTHER AREAS INDICATED BY THE COR AND SHALL BE APPROVED

2.THE CONTRACTOR SHALL SUBMIT SHOP DRAWING(S) FOR ANY UN DETAILED PORTION OF

AT THE PROJECT SITE ORIENTATION PRIOR TO SUBMISSION OF CONTRACT PROPOSAL.

1.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

GENERAL NOTES

Sheet 02 of 02

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(BETWEEN DRAGON LODGE AND FIRE STATION)

PWO 163417, REPLACE PAVEMENT AT 8TH ARMY ROAD

FY 2017,

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LEGEND

BUILDINGS-7097

ASPHALT CONCRETE PAVEMENT AREA

CHAIN LINK FENCE

CROSS WALK

NOTES:

RAISE 1EA OF EXISTING CONCRETE MANHOLE

SITE LAYOUT PLAN

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3-

CP101

RAISE 1EA OF EXISTING CONCRETE MANHOLE

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- APPLY PAVEMENT MARKINGS AS ORIGINAL.

200MM BASE COURSE AND 350MM THICK SUBBASE COURSE

- REPLACE 100MM THICK ASPHALT CONCRETE PAVEMENT WITH

THE CONSTRUCTION PERIOD.

11. CONTRACTOR SHALL MAKE PROVISIONS FOR MINIMUM OF ONE LANE OF TRAFFIC TO BE OPEN THROUGHOUT

CONSTRUCTED STRUCTURE, NOT A BRICK OR OTHER UNSTABLE MATERIAL, UNDERNEATH THE MANHOLE.

10. WHEN THE CONTRACTOR RAISES MANHOLES, THE CONTRACTOR SHALL USE A PERMANENTLY

(CENTERLINE, STOP LINE, CROSSWALK, TURN LANE, PAVEMENT WORD, CYCLING ROAD MARKINGS)

9.CONTRACTOR SHOULD PAINT THE EXISTING ALL PAVEMENT MARKINGS EQUALLY AFTER THE PAVEMENT WORK.

8. DURING WORK HOURS, CONTRACT WORKERS SHOULD BE SUPERVISED BY CONTRACT SUPERVISOR.

7. CONTRACTOR SHALL PLACE FLAGGERS FROM AM 07:00 TO PM 06:00 DURING PAVEMENT WORK.

TRAFFIC FLOW (NEED TO BE APPROVED BY THE YONGSAN GARRISON).

6. CONTRACTOR SHALL MAKE PROPERLY PHASING OF THE PAVEMENT WORK AREA FOR THE SMOOTH

5. RESTORE CONCRETE CURB AND GUTTER OF DAMAGED IN CONSTRUCTION PERIOD.

SPECIFICATION (SECTION 32 10 10)

4. CONTRACTOR SHALL INCLUDE THE TACK/PRIME COAT APPLICATION RATE AS O&MA STANDARD

GRADE AND PAVEMENT ELEVATION TO WITHIN 5 MILLIMETERS.

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

A NATURAL SIDE SLOPE OR BANKED TURN.

2. PAVED ROADS SHALL HAVE A CROWN IN THE MIDDLE WITH 2% GRADE IN TRAVEL LANES, UNLESS ON

ITS ORIGINAL CONDITION OR BETTER CONDITION AND SHALL BE PAID BY THE CONTRACTOR.

BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION WORK, SHALL BE RESTORED IMMEDIATELY TO

1. EXISTING UTILITIES (SPEED HUMP & ETC.) WHETHER SHOWN ON THE DRAWING OR NOT WHICH HAS

INCLUDING ASPHALT CONCRETE, BASE COURSE AND SUBBASE COURSE.

5. REMOVE AND DISPOSE ASPHALT PAVEMENT AND CONSTRUCTION DEBRIS (5,919 CM) TO OUTSIDE COMPOUND

4. REPLACE 19EA DIVIDER REFLECTIVE RUBBER CONE WITH ANCHOR.

3. RAISE EXISTING CONCRETE MANHOLE 2EA.

2. APPLY PAVEMENT MARKING (740 SM).

THICK SUBBASE COURSE (9,106 SM).

1. REPLACE 100MM THICK ASPHALT CONCRETE PAVEMENT WITH 200MM BASE COURSE AND 350MM

MAYO STREET

DRAGON HILL

LODGE COMPLEX

Soccer Field

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S-409

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T -4

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T-434

S-357

4107FALCON FIELD

PLAYGROUND

65'WX105'L (APPROX.)

OIL

SIGNS

tongun.min Rectangle tongun.min Typewritten Text

5. IN CASE THE CONTRACTOR DAMAGE EXISTING CONCRETE CURB OR GUTTER DURING THE CONSTRUCTION, THE CONTRACTOR SHALL RESTORE DAMAGED CONCRETE CURB OR GUTTER.

6. CONTRACTOR SHALL MAKE PROPER PHASING OF THE PAVEMENT WORK AREA FOR THE SMOOTHE TRAFFIC FLOW (TRAFFIC CONTROL PLAN SHALL BE APPROVED BY THE YONGSAN DES(DIRECTORATE OF EMERGENCY

SERVICE) THRU DPW YONGSAN.

7. CONTRACTOR SHALL PLACE FLAGGERS FROM AM 07:00 TO PM 06:00 DURING PAVEMENT WORK.

8. DURING WORK HOURS, CONTRACT WORKERS SHALL BE SUPERVISED BY CONTRACT SUPERVISOR.

9.CONTRACTOR SHALL REPAINT ALL EXISTING PAVEMENT MARKINGS AT THE COMPLETION OF THE PAVING WORK TO INCLUDE CENTERLINE, STOP LINE, CROSSWALK, TURN LANE, DRIVING INSTRUCTIONS WRITTERN

ON THE ROAD LANES, AND CYCLING ROAD MARKINGS.

10. WHEN THE CONTRACTOR RAISES MANHOLES, THE CONTRACTOR SHALL USE A PERMANENTLY

CONSTRUCTED STRUCTURE, NOT A BRICK OR OTHER UNSTABLE MATERIAL, UNDERNEATH THE MANHOLE.

11. CONCRACTOR SHALL MAKE PROVISIONS FOR MINIMUM OF THE LANE OF TRAFFIC TO BE OPEN THROUGHOUT

THE CONSTRUCTION PERIOD.

IDENTIFICATION

SHEET

EXISTING JOINT LINE

RAISE 1EA CONCRETE MANHOLE

EXISTING STOP LINE

1' 0''

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14' 0''

24' 0''

8' 0'' 1' 0''

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3' 0''

2' 0''

1' 0''

2' 0'' 1' 0"

EXISTING JOINT LINE

14' 0"

24' 0''

1' 0''

3' 0"

3' 0"

RUBBER CONE WITH ANCHOR

- REPLACE 9EA DIVIDER REFLECTIVE

RUBBER CONE WITH ANCHOR

- REPLACE 10EA DIVIDER REFLECTIVE

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T A

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-R

E P

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T H A

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MAYO STREET

DRAGON HILL

LODGE COMPLEX

Soccer Field

T

H A

R M

Y R

O A

D

T-363

T-704

T

H A

R M

Y R

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23566

S-409

IX CORPS B

LVD.

T -4

T -4

T-434

S-357

4107FALCON FIELD

PLAYGROUND

65'WX105'L (APPROX.)

OIL

SIGNS

IDENTIFICATION

SHEET

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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M A

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D E

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IP

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IO

N A

P P

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D A

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D E

S

IG

N E

D B

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D A

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IZ

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P L

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C A

L E

S E

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L ,K

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F

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IS

S

U E D

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IM

C

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D E

P A

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N T O

F T

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YU AS -G

F

O

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D I

IC

C E

ET

T R

R

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S W

LA

PUBO

OF PUBLIC WORKS

DIRECTORATE

IMCOM

A P

P R

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C K

D B

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P W

O /P

R O J E

C T N

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U S

IN

G A

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B O

I

D

IV

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A G -Y

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C-501

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A S S

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C -5

,D

G N

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C H

3-

REPLACE AC. W/BASE COURSE AND SUBBASE COURSE

2% SLOPE

VARIES

C

COMPACTED SUBGRADE

2% SLOPE

PRIME COAT

NEW/EXIST PAVEMENT JOINT

EXIST A.C PAVEMENT

NOT TO SCALE

NEW A.C PAVEMENT

MIN.

COMPACTED SUBGRADE

150mm

TACK COAT AT JOINT

PROVIDE BITUMINOUS

SAW CUT AND

W/NEW 100mm THK.AC

REPLACE EXISTING AC PAVEMENT

TO AT LEAST 100% LABORATORY MAX DENSITY

(STABILIZED AGGREGATE) SHALL BE COMPACTED

REPLACE EXISTING BASE COURSE

TO AT LEAST 100% LABORATORY MAX DENSITY

SHALL BE COMPACTED

REPLACE SUBBASE COURSE

NEW A.C SURFACE

PRIME COAT

BASE COURSE

SUBBASE COURSE

OR WAVY SURFACE AREA

ALLIGATOR CRACK

COMPACTED SUBGRADE

COMPACTED SUBGRADE

D E

P T

H

O

F

C

O U

R S

E

M A

T C

H

T

O

E

X

IS

T

IN

G

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IS

T

IN

G

P

A V

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S E

C T

IO

N

DEPTH OF COURSE

TO MATCH EXISTING

NOT TO SCALE

CIV. DETAILS

NEW A.C PAVEMENT

NEW A.C PAVEMENT OVERLAY

SEE DESIGN DOCUMENT

FOR SIZE OF MEMBERS

NEW SUBBASE COURSE

COMPACTED TO AT LEAST

F LABORATORY MAX.100

7. LAY A.C PAVING & OVERLAY.

6. APPLY-TACK COAT & PRIME COAT

NEW A.C OVERLAY

NEW CONCRETE

C.I FRAME & COVER

NEW D16 BARS (3EA)

RAISING MANHOLE

NOT TO SCALE

NOTE :

DENSITY

@200 O.C (TYP.)

NEW D16 BARS

(C.I. PRAME & COVER TO BE REUSED)

C.I. FRAME & COVER (SEE RAISING MANHOLE SECTION)

OF CE-55 MAX. DENSITY. & BASE COURSE (COMPACT TO

4. SUBGRADE PREPARATION

SEQUENCE OF REPAIR WORK:

1. EXCAVATE TO LIMITS SHOWN ON REMOVAL WORK SECTION.

2. CHIP. CONC. BASE & REMOVE C.I FRAME & COVER

3. CONSTRUCT NEW CONC. BASE TO REQUIRED ELEV. USING OLD

5. CONSTRUCT SUBBASE COURSE COMPACTED TC. AT LEAS 100%

EXST A.C

PAVEMENT

EXST SUBBASE COURSE

EXST BASE COURSE

AT LEAST 100% LABORATORY MAX. DENSITY

F Y

ID

IQ

P

A V

IN

G P

R O J E

C T

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N G

S A

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