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TOWN OF GRAND FALLS-WINDSOR REHABILITATION OF EXPLOITS VALLEY REGIONAL WATER SUPPLY DAM 2018-G10
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Page 1: TOWN OF GRAND FALLS-WINDSOR REHABILITATION OF … · gfw. stephenville. labrador city. churchill falls. exploits regional dam. gander. drawing list c1.01 - location plan s1.01 - existing

TOWN OF GRAND FALLS-WINDSORREHABILITATION OF EXPLOITS VALLEY

REGIONAL WATER SUPPLY DAM2018-G10

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CIVIL CONSULTANT
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NOTE :
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THESE PROJECT DOCUMENTS HAVE BEEN PREPARED FOR USE WITH AND REQUIRE BEING READ IN CONJUNCTION WITH THE "MUNICIPAL MUNICIPAL WATER, SEWER AND ROADS MASTER CONSTRUCTION SPECIFICATIONS", LATEST REVISION, AS PUBLISHED BY THE ", LATEST REVISION, AS PUBLISHED BY THE DEPARTMENT OF MUNICIPAL AFFAIRS & ENVIRONMENT. PROVINCE OF NEWFOUNDLAND & LABRADOR. THIS PUBLICATION IS AVAILABLE ON THE DEPARTMENT'S WEB SITE UNDER PUBLICATIONS AT THE FOLLOWING LINK: https://www.mae.gov.nl.ca/capital_works/road_specifications.html
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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ST. JOHN'S
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CORNER BROOK
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GFW
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STEPHENVILLE
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LABRADOR CITY
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CHURCHILL FALLS
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EXPLOITS REGIONAL DAM
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GANDER
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DRAWING LIST C1.01 - LOCATION PLAN S1.01 - EXISTING SHOWING DEMOLITION S1.02 - EXISTING SHOWING DEMOLITION S2.01 - NEW DAM REPAIRS S2.02 - NEW DAM REPAIRS S2.03 - CONCRETE REPAIR AND DECK REPLACEMENT DETAILS
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BOTWOOD
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WTP DAM LOCATION
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BISHOPS FALLS
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EXPLOITS RIVER
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GRAND FALLS - WINDSOR
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TCH ROUTE 360
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TCH ROUTE 360
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ACCESS ROAD TO DAM
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AREA OF WORK
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Consultants
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R E V I S I O N S
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No.
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Description
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Date
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AS NOTED
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JUNE 2019
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Stamp
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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0 ISSUED FOR REVIEW 06.18.19 RH
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959-19
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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R.T R. HEDGES
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Permit
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S1.01
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LOCATION PLAN
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PROFESSIONAL ENGINEERS AND GEOSCIENTISTS
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CONTRACTOR IS RESPONSIBLE TO ENSURE
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ALL WORK ADHERES TO SAFETY
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REGULATIONS, BUILDING CODES &
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CONSTRUCTION BEST PRACTICES; MUNICIPAL
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REGULATIONS AND MATERIAL MANUFACTURER.
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DO NOT SCALE FROM DRAWINGS.
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CONTRACTOR TO VERIFY ALL DIMENSIONS ON
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SITE BEFORE PROCEEDING WITH THIS WORK.
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DISPOSAL AND HAULING OF ALL EXISTING
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MATERIALS AND DEBRIS TO BE INCLUDED.
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1.
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2.
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5.
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SLUICE GATES ARE TO BE SUPPLIED
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SEPARATELY BY THE TOWN OF
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GRAND FALLS-WINDSOR.
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CONTRACTOR RESPONSIBLE FOR THE
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SUPPLY OF ANCHORS AND MATERIALS
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REQUIRED FOR INSTALLATION.
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SLUICE GATES ARE TO BE INSTALLED
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AS PER MANUFACTURERS INSTRUCTIONS
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AND SHOP DRAWINGS INCLUDED IN THE
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SPECIFICATION.
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ALL INTERNAL MEASUREMENTS OF CONCRETE
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ARE 305 MM UNLESS INDICATED OTHERWISE.
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ALL NEW CONCRETE TO BE A MINIMUM OF
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32 MPA.
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6.
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7.
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2
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7/24/19
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2 ISSUED FOR TENDER 07.24.19 RH
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OPENING
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OPENING
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OPENING
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FRONT PAD
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SLUICE GATE
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SIZE (mm)
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DEPTH (ft)
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REPLACE
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INSTALL NEW
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(SEE S2.02)
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SLUICE GATE (SG)
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REPLACEMENT SCHEDULE
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EXISTING W14x30 (IMP)
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STEEL BEAM
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REMOVE EXISTING TIMBER
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CRIB INTAKE STRUCTURE
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REMOVE EXISTING %%C600mm
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CONCRETE INTAKE PIPES
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EXISTING %%C600mm D.I.
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TO WTP
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SECTION - EXISTING
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EXISTING TIMBER CRIB
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TO REMAIN
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UNDER WATER REPAIRS WITH
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MARINE GROUT, VARIOUS
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LOCATIONS, TYP.
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DETERIORATED CONCRETE TO
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BE REPAIRED, SEE DETAIL
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1/S2-02, TYP.
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REMOVE EXISTING CREOSITE
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AND FRAMING
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UNDER WATER REPAIRS WITH
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AS NOTED
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JUNE 2019
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Stamp
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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0 ISSUED FOR REVIEW 06.18.19 RH
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959-19
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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S. BADCOCK R. HEDGES
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CONTRACTOR IS RESPONSIBLE TO ENSURE
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ALL WORK ADHERES TO SAFETY
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REGULATIONS, BUILDING CODES &
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CONSTRUCTION BEST PRACTICES; MUNICIPAL
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REGULATIONS AND MATERIAL MANUFACTURER.
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DO NOT SCALE FROM DRAWINGS.
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CONTRACTOR TO VERIFY ALL DIMENSIONS ON
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SITE BEFORE PROCEEDING WITH THIS WORK.
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DISPOSAL AND HAULING OF ALL EXISTING
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MATERIALS AND DEBRIS TO BE INCLUDED.
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GRAND FALLS-WINDSOR.
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CONTRACTOR RESPONSIBLE FOR THE
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SUPPLY OF ANCHORS AND MATERIALS
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REQUIRED FOR INSTALLATION.
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SLUICE GATES ARE TO BE INSTALLED
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AS PER MANUFACTURERS INSTRUCTIONS
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AND SHOP DRAWINGS INCLUDED IN THE
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SPECIFICATION.
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ALL INTERNAL MEASUREMENTS OF CONCRETE
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ARE 305 MM UNLESS INDICATED OTHERWISE.
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ALL NEW CONCRETE TO BE A MINIMUM OF
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32 MPA.
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6.
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7/24/19
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2 ISSUED FOR TENDER 07.24.19 RH
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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0 ISSUED FOR REVIEW 06.18.19 RH
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959-19
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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S. BADCOCK R. HEDGES
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PER SPECIFICATION
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ALL WORK ADHERES TO SAFETY
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CONSTRUCTION BEST PRACTICES; MUNICIPAL
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REGULATIONS AND MATERIAL MANUFACTURER.
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DO NOT SCALE FROM DRAWINGS.
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CONTRACTOR TO VERIFY ALL DIMENSIONS ON
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SITE BEFORE PROCEEDING WITH THIS WORK.
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DISPOSAL AND HAULING OF ALL EXISTING
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MATERIALS AND DEBRIS TO BE INCLUDED.
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SUPPLY OF ANCHORS AND MATERIALS
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REQUIRED FOR INSTALLATION.
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SPECIFICATION.
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ALL INTERNAL MEASUREMENTS OF CONCRETE
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32 MPA.
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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1 ISSUED FOR REVIEW 06.18.19 RH
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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0 ISSUED FOR REVIEW 06.18.19 RH
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959-19
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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DISPOSAL AND HAULING OF ALL EXISTING
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MATERIALS AND DEBRIS TO BE INCLUDED.
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2.
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3.
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185 Roe Avenue, P.O. Box 194, Gander, NL, Canada, A1V 1W6
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0 ISSUED FOR REVIEW 06.18.19 RH
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959-19
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REHABILITATION OF EXPLOITS VALLEY WATER SUPPLY DAM GFW PROJECT NO: 2018-G10
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SLUICE GATES ARE TO BE SUPPLIED
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SEPARATELY BY THE TOWN OF
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GRAND FALLS-WINDSOR.
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CONTRACTOR RESPONSIBLE FOR THE
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SUPPLY OF ANCHORS AND MATERIALS
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REQUIRED FOR INSTALLATION.
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SLUICE GATES ARE TO BE INSTALLED
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AS PER MANUFACTURERS INSTRUCTIONS
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AND SHOP DRAWINGS INCLUDED IN THE
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ARE 305 MM UNLESS INDICATED OTHERWISE.
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ALL NEW CONCRETE TO BE A MINIMUM OF
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6.
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7.
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NEW HDPE INTAKES
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GRATING OVERHANG
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NOTE: DIMENSIONS ARE FOR CONCRETE OPENINGS ONLY. GRATING TO OVERHANG OPEN BY 50mm ON ALL SIDES.
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15M DOWELS @ 300
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O/C EACH WAY
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THROUGHOUT CONCRETE
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2
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7/24/19
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2 ISSUED FOR TENDER 07.24.19 RH
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