W912HV-20-B-0002-am0001 Revised Drawings.pdf

PDF 5 MB Posted Mar 8, 2020

Attached to: FY20 O&M DoDEA Zukeran Elementary School Demolition
Solicitation number: W912HV-20-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Japan

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for demolition services at the decommissioned Zukeran Elementary School located at Camp Foster, Okinawa, Japan. The project scope includes demolishing 16 buildings totaling approximately 8,171 square meters that were constructed in 1957. Mitigation will be required for hazardous materials like asbestos and lead-based paint. Additional work consists of site utility removal, site work, and restoration. The solicitation is valued between 500 million and 1 billion Japanese yen. The contracting agency is the U.S. Army Corps of Engineers Engineering District Japan.

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Other files

File	Type	Posted
Bid Abstract (Zukera ES Demo).pdf	PDF	May 13, 2020
W912HV-20-B-0002-am0004.pdf	PDF	Apr 7, 2020
W912HV-20-B-0002-am0003.pdf	PDF	Mar 31, 2020
A.8.6 W912HV-20-B-0002-am0002.pdf	PDF	Mar 20, 2020
W912HV-20-B-0002-am0001 Revised Specifications.pdf	PDF	Mar 8, 2020
W912HV-20-B-0002-am0001.pdf	PDF	Mar 8, 2020
W912HV-20-B-0002 As-Builts_Drawings_Vol2 (For_Informational_Purposes_Only).pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 As-Builts_Drawings_Vol1 (For_Informational_Purposes_Only).pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 Drawings.pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 Solicitation.pdf	PDF	Jan 9, 2020
W912HV-20-B-0002 Specifications.pdf	PDF	Jan 9, 2020

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SCALE: 1: 800

16.0m 32.0m0

EXISTING PAVEMENT (ROAD,

PARKING, PLAYING COURT)

TO BE REMOVED

PREFECTURAL ROAD 330

EXISTING SOCCER/FOOTBALL

PRACTICE FIELD

REMOVE EXISTING

PLAYGROUND

REMOVE EXIST.

AC PVMT.

REMOVE EXISTING

CONC. WALKWAY

REMOVE EXISTING

PLAYGROUND

REMOVE EXISTING

CONCRETE PAVEMENTS

REMOVE EXIST.

CHAINLINK FENCE

(L=370.0±m)

REMOVE EXIST.

CONC. TRAPEZOIDAL

DRAINAGE CHANNEL

(L=108.175±m)

REMOVE EXIST.

1.5m WIDE CONC.

STAIRS, L=12.15±m

REMOVE EXIST.

CONC. WALKWAY

(L=19.20m±)

REMOVE EXIST.1.8m

WIDE CONC. STAIRS

(L=6.64±m)

REMOVE EXIST. 1.8m

WIDE CONC. WALKWAY

(L=13.40m±)

EXIST. BUILDING TO BE REMOVED

(NO. DENOTES BLDG. NUMBER)

DEMOLISH STRUCTURES IN A SYSTEMATIC

MANNER FROM THE TOP OF THE STRUCTURE

TO THE GROUND INCLUDING BUILDING

FOUNDATION IN ITS ENTIRETY.

REMOVAL WORKS SHALL BE IN ACCORDANCE

WITH THE APPROVED DEMOLITION AND

REMOVAL PROCEDURE BY THE CONTRACTING

OFFICER.

WHERE CONCRETE PILES EXIST, REMOVE TO

1.5 METERS BELOW FINISHED GRADE. UPON

COMPLETION OF DEMOLITION WORK, MARKUP

AS-BUILTS TO DOCUMENT THE FINAL CONDITION

AND LOCATION OF CONCRETE PILES.

DO NOT BEGIN DEMOLITION WORK UNTIL ALL

UTILITY DISCONNECTIONS HAVE BEEN MADE.

SHUT-OFF AND CAP UTILITIES AS INDICATED IN

THE DRAWINGS. COORDINATE ALL WORK WITH

THE CONTRACTING OFFICER. PROVIDE

TEMPORARY CONNECTION OR BY-PASSES AS

NEEDED. CONTRACTOR SHALL COORDINATE

ALL OUTAGES TO THE C.O.

DISPOSAL OF DEBRIS, RUBBISH, SCRAP AND

OTHER NON-SALVAGEABLE ITEMS SHALL

COMPLY WITH LOCAL REGULATIONS AND IN

ACCORDANCE WITH THE WASTE MANAGEMENT

PLAN.

BACKFILL WHERE FOOTINGS WERE REMOVED

AND RE-GRADE STEEP AREAS TO CONTROL

SOIL EROSION.

ALL AREAS WHERE STRUCTURES, PAVEMENT

WERE REMOVED SHALL BE TOPSOILED AND

PLANTED WITH MIXED SEED OF TALL FESCUE,

WHITE CLOVER AND BERMUDA GRASS. TOP

SOIL SHALL BE A MINIMUM THICKNESS OF 50mm

THE CONTRACTOR SHALL REMOVE REMAINING

FUEL INSIDE AND DISPOSE ANY EXCESS FUEL

SLUDGE IN THE EXISTING ABOVEGROUND FUEL

STORAGE TANK PRIOR TO DISPOSAL.

ALL EXISTING TREES WITHIN PROJECT LIMITS

OF CONSTRUCTION MARKED TO BE REMOVED

AND DISPOSED. FOR DESCRIPTION OF TREES,

SEE DWG V-102 AND V-103.

GENERAL NOTES:

EXIST. SIDEWALK TO BE REMOVED

1417 EXISTING BUILDING TO REMAIN

(NO. DENOTES BLDG. NUMBER)

PROJECT LIMITS

REMOVE EXIST.

1.5m WIDE CONC.

STAIRS, L=19.20m±

REMOVE EXISTING

PLAYGROUND

REMOVE EXIST.

1.5m WIDE CONC.

STAIRS, L=6.70m±

41R

24 24

EXIST. PLAYGROUND

TO BE REMOVED

LEGEND:

REMOVE

EXIST.

PVMT.

MARKERS

N S

REMOVE EXISTING

FUEL TANK (SEE

NOTE NO. 6)

EXISTING ZUKERAN ELEMENTARY SCHOOL DEMOLITION PLAN

SCALE: 1:800

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TREES TO BE REMOVED AND

DISPOSED

MULTIPLE TREES TO BE

REMOVED AND DISPOSED

REMOVE EXIST.

PLAYING COURT

PROJECT LIMITS OF

CONSTRUCTION

EXISTING RETAINING

WALL TO REMAIN

REMOVE HVAC

CONDENSER WITH

BLOCK SCREEN

REMOVE EXIST.

CONC. DITCH WITH

STEEL GRATE

REMOVE EXISTING

PLAYGROUND

REMOVE EXIST.CHAINLINK

FENCE, TYP.

REMOVE EXISTING

CONCRETE PAVEMENT

WITH BENCH, TYP.

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S200

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LEGEND:

1. CONTRACTOR SHALL PLUG EXISTING WATERLINE

OR SEWER LINE PRIOR TO COMMENCING THE

UTILITY REMOVAL WORK.

2. EXISTING WATERLINES OR SEWER LINES BEING

USED TO SERVE THE OTHER FACILITIES SHALL

REMAIN OPERATIONAL AT ALL TIMES.

3. ANY UTILITY INTERRUPTIONS MUST BE

COORDINATED WITH THE CONTRACTING OFFICER

AND MUST BE DONE WITH THE LEAST

INTERRUPTION TO OTHER FACILITIES.

4. ALL UNDERGROUND UTILITIES WILL BE CUT &

PLUGGED AT APPROPRIATE POINTS AS INDICATED

IN THE DRAWINGS. COORDINATE ALL WORK WITH

THE CONTRACTING OFFICER.

BUILDING/STRUCTURE

SEWER LINE TO BE REMOVED

WATER LINE TO BE REMOVED

STORM DRAIN LINES TO BE

REMOVED (NUMBER DENOTES

PIPE SIZE AND LENGTH)

TMH

SMH

DMH

W100∅ ; L=74m

S150∅ ; L=25m

D100∅ ; L=35m

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D900 ; CP ; L=131m

PLUG EXIST

STORM LINE

REMOVE EXST. 200mm SEWER LINE, L=61m

REMOVE EXISTING

SEWER MANHOLE

(TYPICAL)

ABANDON IN PLACE

EXISTING 200mm

SEWER LINE

REMOVE EXISTING

SEWER MANHOLE

(TYPICAL)

REMOVE EXST.

FIRE HYDRANT

REMOVE EXST. 300mm

CP DRAINLINE,

L=113m

REMOVE EXST.

FIRE HYDRANT

REMOVE EXST. 100mm

WATER LINE,

L=80m

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SEWER MANHOLE

REMOVE EXISTING FIRE

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S200∅ CP ; L=114m

S200∅ CP ; L=90m

S200∅ CP

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X-CB#19 X-CB#18

X-CB#17

X-CB#16

X-CB#15

X-CB#29

PLUG OPENING

W100∅ ; L=74m

TMH

PLUG OPENING IN

DRAINAGE MANHOLE

WHERE DRAINLINE

WAS REMOVED

D900mm∅ CP L=31m±

D900mm∅ CP L=30m

D900 ; CP

L=31m

D900 ; CP; L=36m

D900mm∅ CP L=22m

REMOVE EXISTING FIRE

HYDRANT ASSEMBLY

X-DMH#01

REMOVE EXISTING

DRAINAGE CHANNEL,

L=27m±

REMOVE EXISTING

DRAINAGE CHANNEL,

L=244m±

D300mm∅ VP L=59m±

D200mm∅ VP L=23m±

X-CB

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D250mm∅ VP L=13m

D200mm∅ CP L=10m

X-SMH

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X-CB#20

SCALE: 1: 800

16.0m 32.0m0

EXISTING COMMUNICATION

MANHOLE TO BE REMOVED

EXISTING CATCH BASIN

TO BE REMOVED

EXISTING SEWER MANHOLE

TO BE REMOVED

EXISTING DRAINAGE MANHOLE

TO BE REMOVED

UTILITY REMOVAL NOTES:

(NUMBER DENOTES PIPE

SIZE AND LENGTH)

(NUMBER DENOTES PIPE

SIZE AND LENGTH)

PROJECT LIMITS OF

CONSTRUCTION

REMOVE EXST. 200mm∅

CD SEWER LINE (TYP.)

D300mm∅ CP L=5m

F75∅ ; L=78m

FUEL LINE TO BE REMOVEDF75∅ ; L=78m

(NUMBER DENOTES PIPE

SIZE AND LENGTH)

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EXISTING ZUKERAN ELEMENTARY SCHOOL UTILITY DEMOLITION PLAN

SCALE: 1:800

ABANDON IN PLACE

X-CB

#30

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PLUG SMH

(TYP)

PLUG SMH

(TYP)

PLUG OPEN

IN SMH

COVER EXIST CB

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DRAIN LINE

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HYDRANT ASSEMBLY

STRUCTURE TOP ELEV. INV.ELEV.DESIGNATION

STRUCTURE TOP ELEV. INV.ELEV.DESIGNATION INV.ELEV.STRUCTURE TOP ELEV.DESIGNATION

X-CB#01 47.63 46.62

X-CB#02 47.63 46.50

X-CB#03 47.84 45.16

X-CB#04 47.74 45.03

X-CB#05 47.55 46.69

X-CB#06 47.87 47.04

X-CB#07 47.81 44.88

X-CB#08 47.78 47.18

X-CB#09 47.85 47.18

X-CB#10 47.94 47.12

X-CB#11 47.93 47.03

X-CB#12 47.94 47.00

X-CB#13 47.96 46.83

X-CB#14 47.95 46.70

X-CB#15 47.93 47.63

X-CB#16 47.92 47.54

X-CB#17 47.93 47.47

X-CB#18 47.90 47.23

X-CB#19 47.82 46.95

X-CB#20 47.57 46.66

X-CB#21 47.97 47.66

X-CB#22 47.98 47.57

X-CB#23 47.97 47.44

X-CB#24 47.98 47.37

X-CB#25 47.42 46.28

X-CB#29 47.66 43.74

X-CB#30 47.88 46.61

X-SMH#01 47.98 46.37

X-SMH#02 47.96 46.90

X-SMH#03 47.78 46.03

X-SMH#04 47.88 46.37

X-SMH#05 47.90 45.85

X-SMH#07 50.18 46.81

X-SMH#08 47.89 46.49

X-SMH#10 47.89 46.62

X-SMH#11 47.86 46.45

X-SMH#13 48.01 45.55

X-SMH#21 47.99 45.73

INV.ELEV.STRUCTURE TOP ELEV.DESIGNATION

X-DMH#01 47.62 43.74

X-DMH#02 47.76 44.72

X-DMH#03 48.88 45.48

X-DMH#04 47.48 46.14

X-DMH#05 47.62 46.30

X-SMH#12 47.83 46.10

X-SMH#22 49.73 46.90

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