Drawing.pdf

PDF 2 MB Posted Apr 3, 2024

Attached to: Replace Drain Near B330, Camp Walker
Solicitation number: W90VN9-24-R-0064
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · Apr 3, 2024

The provided document appears to be a location plan drawing for a federal contract opportunity to replace a sewer drain near Building 330 at Camp Walker.

The related federal contract opportunity is a solicitation (Solicitation Number W90VN9-24-R-0064) issued by the Department of the Army Materiel Command Army Contracting Command to replace the sewer drain near Building 330 at Camp Walker. The Statement of Work contains a more detailed description of the required work. A site visit is scheduled for April 8, 2024 at 10:00 am at Building 330. The Point of Contact is Mr. Chu, Tae Pong, who can be reached at taepong.chu.ln@army.mil or 763-4863.

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HGFEDCBA

392391

KELLY FIELD

Golf Course

Tennis Court

DRIVING

RANGE

Golf Course

SKATE

PARK

661662

PENNSYLVANIA AVENUE

W I S

C O

N S I N

T R

E E

ANA

AVENUE

C O

N S

S T R E E T

U T

A H

S T R E E T

GEORGIA STREET

T E

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S T

R E E T

R H

O D

L A

N D

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E E

T T

E X

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WASHINGTON STREET

C A L

O R

S T

R E E T

GEORGIA STREET

N E

B R

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K A

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C A L

O R

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R E E T

R H

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P E N N S Y L V A N

A V E N U E

GEORGI

STREET

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X A S

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Substation

Gate #6

Gate #4

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

LOCATION PLAN

B330, CAMP WALKER

THIS PROJECT

FEWR NO: J1-00083-3J

LOCATION: IN FRONT OF B330, CAMP WALKER

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THIS LOCATION

IN FRONT OF B330, CAMP WALKER

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GENERAL NOTE

1. THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION

AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION,

RENOVATION OR REPLACEMENT

2. COLORS AND PATTERNS IN DRAWING ARE FOR IDENTIFICATION PURPOSES ONLY,

THE SELECTIONS SERVE ONLY TO INDICATE COLOR AND PATTERN

3. IF THERE ARE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENT,

THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL DAMAGES

TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH CONDITION

TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

5. SOME DETAILS SHOWN ON DRAWINGS MAY NOT MATCH FIELD CONDITIONS EXACTLY,

SUCH DETAILS SHALL BE PREPARED IN THE FIELD BY THE CONTRACTOR

ACCORDING TO ACTUAL FIELD CONDITIONS

6. THE CONTRACTOR SHALL FOLLOW "STANDARD DETAIL DRAWINGS FOR OMA PROJECT",

KOREA, 30 NOVEMBER 2015

7. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS,

FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES

AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY

OF THE PUBLIC AND-OR MILITARY TRAFFIC AND OPERATIONS.

8. THE CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE AND

RECYCLABLE MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY

TO DETERMINE PROPER MATERIAL HANDING METHODS.

9. EXISTING UTILITY LINES /WATER, SEWER, STORM DRAIN, AND ELEC.

AS SHOWN ON THE DRAWING OR NOT, CONTRACTOR SHALL VERIFY THE LOCATION OF

UTILITY LINES.

10. EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED

AS A RESULT OF THE CONSTRUCTION WORK,

CONTRACTOR SHALL RESTORE IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITIONS.

SITE LAYOUT

20F7

HGFEDCBA

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

Tennis Court

N E

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Substation

KEY PLAN

: REMOVE AND RE-INSTALL 3EA EXSITING BENCH DURING CONSTRUCTION

: EXISTING 3EA BENCH

: EXISTING SIGN BOARD, CONCRETE POLE AND STEEL LIGHTING POLE

MISCELLANEOUS MATERIAL PLAN

Tennis Court

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Substation

FROM COLLAPSING DURING CONSTRUCTION

: REINFORCE TO PREVENT THEM (INSTALL SUPPORTING BAR)

HGFEDCBA

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

Tennis Court

N E

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Substation

STORM DRAIN PLAN

KEY PLAN

SCOPE OF WORKS

Tennis Court

N E

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Substation

NEW MANHOLE

AND BACKFILL THE WHOLE AREA

3. INSTALL NEW MANHOLE WITH COVER AT DESIGNATED AREA

SIZE: 600MM DIA X 2500MM LONG X 42MM THK, KS MARK

INCLUDING SOCKET TYPE, RUBBER RING

2. INSTALL REINFORCED CONCRETE PIPE WITH BASE COURSE

1. REMOVE EXISTING OPEN STONE DITCH

NEW MANHOLE

EXISTING MANHOLE

NEW MANHOLE

RCP PIPE, 600MM

D13 BARS @ 125 O.C.

1,200

1,200 SQ OR ROUND

300 600

DIA.

D13 BARS @ 125 O.C. E.W.

500 600

(MAX.)

D13 BARS @ 200 O.C.

SAME AS BOTTOM SLAB

D13 BARS SPACING

SEE DETAIL

1.2m IN DEPTH

FOR ALL INLETS EXCEED

LADDER TO BE PROVIDED

V A

M A

SEE PLANS

PAVEMENT SECTION

BARS D>600

PROVIDE 4-D16 DIAGONAL

BARS D 600

PROVIDE 4-D16 DIAGONAL

UNIFORMLY SPACED

6-D13 BARS BOTHWAYS

ONLY

BOTTOM

D16 BARS

TOP AND BOTTOM

D13 BARS-EDGED,

BOTTOM

D16 BARS TOP AND

COVER SHALL BE CAST IRON

INLET PIPE

OUTLET PIPE

1,200

AND COVER

C.I. MANHOLE FRAME

HGFEDCBA

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

Tennis Court

N E

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Substation

KEY PLAN

SIDEWALK PLAN

LEGENED

Tennis Court

Substation

M M

2500MM

M M

1200MM

500MM

M M

1200MM

SIZE: 10000MM LONG X 500MM WIDE

AFTER REPLACING DRAIN LINE

1. REPLACE ASPHALT PAVEMENT INCLUDING BASE

SIZE: 15000MM LONG X 1200MM WIDE

1. INSTALL SIDEWALK WITH ONE SIDE HANDRAIL

TOTAL SIZE: 2500MM WIDE X 100000MM LONG X 1000MM DEEP

2. REPLANT SODDING AROUND SIDEWALK AS SAME TYPE

AFTER REPLACING DRAIN LINE

RE-BAR TO SIZE 200MM O.C, D13 INCLUDING CURB

1. REPLACE CONCRETE SIDEWALK 6MM THK

SUBGRADE

COMPACTED

PLACED IN LAYERS NOT EXCEEDING 150mm THK.

SATISFACTORY BACKFILL MATERIAL TO BE

DEPTH OVER 1.5m IAW EM 385-1-1.

SHORING FOR EXCAVATION SHALL BE PROVIDED

NOTE:

BY SHOVEL

TO BE PLACED AND TEMPED

GRANULAR SAND MATERIAL

ONE

CORRESPOND TO THE EXISTING

THICKNESS OF LAYERS SHALL

V A

EXISTING PAVEMENT

SOCKET TYPE

600MM DUA X 2500MM LONG, 42MM THK,

INSTALL REINFORCED CONCRETE PIPE (RCP)

BASE COURSE

SUBBASE COURSE

INCLUDING CURB

WITH RE-BAR TO SIZE D13, 200MM O.C

2000MM WIDE X 150MM HIGH

CONCRETE SIDEWALK,

DETAIL PLAN

SIZE: 10000MM LONG X 1200MM WIDE

AFTER REPLACING DRAIN LINE

1. REPLACE ADA COMPLIANT TRUNCATED DOME PAVER AS SAME TYPE

HGFEDCBA

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

Tennis Court

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Substation

KEY PLAN

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SCOPE OF WORKS

PAINT PLAN

NOTE

2. REMOVE AND RE-INSTALL EXISTING WHEEL STOP

ADA SYMBOL AND LETTER (SSC CUSTOMER PARKING ONLY) AS SAME TYPE

1. PAINT OVER THE EXISING PARKING LINE, TRAFFIC SIGN, SAFETY HATCH LINE,

AS SAME SIZE AND LOCATION WITH EXISTING

CONTRACTOR SHALL PAINT ROAD MARKING

PAINT MARKING SHOULD BE DAMAGED PARTIALLY,

DURING REPLACING SIDEWALK,

HGFEDCBA

LOCATION: IN FRONT OF B330, CAMP WALKER

FEWR NO: J1-00083-3J

SAFETY PLAN

Tennis Court

N E

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Substation

KEY PLAN

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N E

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Substation

SCOPE OF WORKS

IN FRONT OF ENTRANCE TO ENSURE ACCESS B330

2. INSTALL TEMPORARY STEEL SHEET (GREEN MARKED)

DEPENDING ON SITUATION IN THE FIELD

* LOCATION OF SAFETY BARRIERS CAN BE ADJUSTED

FOR TEMPORARY PEDESTRIAN ROAD (1800MM WIDE)

SAFETY BARRIERS (BLUE MARKED)

1. INSTALL EGI FENCE (150000MM LONG, RED LINE) AND

File details come from the government source that posted it. Updated Apr 3, 2024.