W90VN924R0137_ Drawing.pdf

HGFEDCBA

LOCATION PLAN

1622 1680

VPC

TVPC

VICTORY FIELD

Billboard

Flag Poles

GATE 2

GATE 1

1616 1638

18421841

Barrier

SECOND STREET

FIRST STREET

C A

V E

N U

E

A A

V E

N U

E

THIRD STREET

FOURTH STREET

SIXTH STREET

SEVENTH STREET

A C

O U

R T

D A

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LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

IN FRONT OF TMP, CAMP WALKER

THIS PROJECT

um8

1330403mm-887

HGFEDCBA

THE CONTRACING OFFICER FOR APPROPRIATE ACTION

7. AS SOON AS CONTAMINATED SOIL IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY

6. CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WIOTH THE CONTRACITING OFFICERS

AND/OR MILITARY TRAFFIC AND OPERATION

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

5. CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, AS RESULT OF THIS PROJECT TO ITS ORIGINAL OR BETTER CONDITION

4. CONTRACTOR SHALL RESTORE EXISTING GOVERMENT PROPERTY DAMAGED OR REMOVED

AND SUBMETTED THROUGH THE CONTRACTING OFFICER

SUCH DETAILS SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITIONS

3. SOME DETAILS SHOWN ON THIS DRAWINGS MAY NOT MATCH EXACT FIELD CONDITIONS,

OF THE CONTRACTING OFFICER

THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AS SHOWN A DRAWING PRIOR TO

1. ALL WORK SHALL FOLLOW STANDARD DETAIL DRAWINGS FOR O&MA PROJECTS, KOREA, 30 NOVEMBER 2015

ALL COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP SAHLL BE REPONSIBLILTY OF THE CONTRACTOR

AND ADEQUATELY CLEAN-UP EFFORT AND RENDER THE SITE CLEAN.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND UTILIZE APPROPRIATED MEASURE TO CONTAIN

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WATER SPILLS CAUSED DURING CONSTRUCTION.

PRIOR TO EXCAVATING TRENCHES FOR THE NEW UTILITY LINES

THE CONTRACTOR SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION TO VERIFY ITS LOCATIONS AND DEPTHS

3. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW UTILITIES CROSS EXSTING UTILIES ARE SHOWN.

FOR BY THE CONTRACTOR

SHALL BE RESTORED IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITION AND SHALL BE PAID

OR NOT WHICH HAS BEEN DAMAGED AS RESULT OF THE CONSTRUCTION WORK,

ALL EXSITING UTILITIES AND SHALL PROTECT ALL SUCH UTILITES WHETHER SHOWN ON THE DRAWINGS

2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SIZE AND INVERTS OF

SHALL BE VERIFIED WHENEVER POSSIBLE BY FIELD SURVEYS

SHOWN ARE BASED ON THE AVAILABLE RECORDS, AND APPLICABLE UTILITY MAPS

1. THE EXISTING AND LOCATION OF UNDERGROUND UTILITIES, APPURTENANCES AND STRUCTURES

DEMOLITION NOTES

UTILITY NOTES

GENERAL NOTES

WITH COR CAREFULLY TO DETERMINE PROPER MATERIAL HANDING METHODS.

4. CONTRACTOR SHALL COORDINATE ANY SALVAGEABLE AND RECYCLABLE MATERIALS WITHIN PROJECT LIMIT

UNLESS OTHERWISE INDICATED

3. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE DEMOLISHED AND REMOVED.

AND THE ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK REG. 201-1

2. ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREAN ENVIRONMENTAL LAWS

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT LIMITS INDICATED. UNLESS OTHERWISE NOTED

LEGEND

GAS

SEWER

G

: SEWER MANHOLE

: GAS VALVE BOX

: GAS MANHOLE

W

: WATER EQUIPMENT WITH BOLLARD

GAS

SEWER

G

G

B1535

W

FLOOR PLAN

SCALE = 1:100

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

G

HGFEDCBA

GAS

SEWER

G

G

G

B1535

W

SCALE = 1:100

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

CURRENT SITE CONDITION

REFERENCE PICTURE

CONSIDERATION

TAKE A NECESSARY MEASURE TO MAINTAIN NEW AC PAVEMENT

CONTRACTOR SHALL VERIFY UNDERGROUND CONDITION, DEPTH AND

WHEN REPLACING AC PAVEMENT INCLUDING BASE COURSE AND SUBBASE COURSE,

DPW MANPOWER RESTORES DAMAGED AC PAVEMENT TEMPORARILY

: THIS PLACE IS DAMAGED DUE TO WATER OVERFLOW

AND TO MAINTAIN NEW AC PAVEMENT

AND TAKE A NECESSARY MEASURE TO PROTECT MAIN WATER LINE

CONTRACTOR SHALL VERIFY UNDERGROUND CONDITION, DEPTH (APPROX. 1200MM)

WHEN REPLACING AC PAVEMENT INCLUDING BASE COURSE AND SUBBASE COURSE,

PARTIALLY AND COVERED SOIL AROUND THE WATER LINE.

DPW MANPOWER REPLACED DAMAGED MAIN WATER LINE WITH NEW WATER LINE

: AC PAVEMENT SURFACE IS DAMAGED DUE TO 10" WATER MAIN LINE BREAK

HGFEDCBA

GAS

SEWER

G

G

B1535

W

REMOVAL PLAN

LEGEND

GAS

SEWER

G

: SEWER MANHOLE

: GAS VALVE BOX

: GAS MANHOLE

W

: WATER EQUIPMENT WITH BOLLARD

SCALE = 1:100

ABBREVIATION

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

1622 1680

VPC

TVPC

VICTORY FIELD

Billboard

Flag Poles

GATE 2

GATE 1

1616 1638

18421841

Barrier

SECOND STREET

FIRST STREET

C A

V E

N U

E

A A

V E

N U

E

THIRD STREET

FOURTH STREET

SIXTH STREET

SEVENTH STREET

A C

O U

R T

D A

V E

N U

E

B A

V E

N U

E

B A

V E

N U

E

KEY PLAN

EST QTY: ESTIMATED QUANTITY

VIF: VERIFY IN FIELD

G

PROJECT AREA

HGFEDCBA

GAS

SEWER

G

G

B1535

W

SCALE = 1:100

PAVEMENT PLAN

SCOPE OF WORKS

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

1622 1680

VPC

TVPC

VICTORY FIELD

Billboard

Flag Poles

GATE 2

GATE 1

1616 1638

18421841

Barrier

SECOND STREET

FIRST STREET

C A

V E

N U

E

A A

V E

N U

E

THIRD STREET

FOURTH STREET

SIXTH STREET

SEVENTH STREET

A C

O U

R T

D A

V E

N U

E

B A

V E

N U

E

B A

V E

N U

E

KEY PLAN

ABBREVIATION

REPL : REPLACE

EXST : EXSITING

LEGEND

GAS

SEWER

G

: SEWER MANHOLE

: GAS VALVE BOX

: GAS MANHOLE

W

: WATER EQUIPMENT WITH BOLLARD

G

PROJECT AREA

- REFER TO OMA SPEC #321216, C-102 AND C-203

- SEE PAVEMENT DETAIL PLAN, PAGE #7

INCLUDING 150MM THK BASE COURSE AND 280MM THK SUBBASE COURSE

REPLACE DAMAGED AC PAVEMENT WITH NEW 50MM THK AC PAVEMENT

HGFEDCBA

SCALE = 1:100

SCOPE OF WORKS

ROAD MARKING PLAN

GAS

SEWER

G

G

B1535

W

LEGEND

GAS

SEWER

G

: SEWER MANHOLE

: GAS VALVE BOX

: GAS MANHOLE

W

: WATER EQUIPMENT WITH BOLLARD

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

1622 1680

VPC

TVPC

VICTORY FIELD

Billboard

Flag Poles

GATE 2

GATE 1

1616 1638

18421841

Barrier

SECOND STREET

FIRST STREET

C A

V E

N U

E

A A

V E

N U

E

THIRD STREET

FOURTH STREET

SIXTH STREET

SEVENTH STREET

A C

O U

R T

D A

V E

N U

E

B A

V E

N U

E

B A

V E

N U

E

KEY PLAN

G

- REFER TO OMA SPEC #321724.0010, C-401

- SEE PAVEMENT MARKING DETAIL PLAN, PAGE #8

RE-PAINT ROAD MARKING WITH GLASS BEADS

PROJECT AREA

HGFEDCBA

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

SECTION

REPLACE AC. W/BASE COURSE AND SUBBASE COURSE

CL

EXST. SUBBASE COURSE

EXST. AC SURFACE

COAT

BITUMINOUS TACK

SAW CUT & APPLY

PRIME COAT

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

NEW AC PAVED SECTION

PRIME COAT

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

2% SLOPE 2% SLOPE

COMPACTED SUBGRADE

VARIES

PAVEMENT DETAIL PLAN

W/ NEW 50mm THK. AC

REPLACE EXISTING AC PAVEMENT

NOT TO SCALE NOT TO SCALE

HGFEDCBA

LOCATION : IN FRONT OF TMP, CAMP HENRY.

FEWR NO. : I1-00048-4J

PAVEMENT MARKING DETAIL PLAN

SCALE= 1:10

SCALE = 1:100

SCALE= 1:25

SCALE= 1:10

CENTER LINE

PEDESTRIAN CROSSWALK MARKING

,7

2,700

300 1200 300

WHITE STRIPES

3,000 3,000

YELLOW PAINT

WHITE STRIPES

YELLOW PAINT

PARKING LOT MARKING