Atch 2 Ouray Pond Liners Drawings.pdf
PDF 4 MB Posted
- Attached to
- OURAY POND LINERS AND KETTLE REHAB
- Solicitation number
- 140F0620R0011
About this file
This package includes construction drawings and specifications for a pond lining and catch basin rehabilitation project. The project involves installing new 45 mil reinforced flexible polypropylene liners in six ponds and reconfiguring piping features at catch basin ends. It also requires installing reinforced concrete curbs in existing catch basins and along kettle stair sections. The solicitation number is 140F0620R0011 and is being conducted by the Department of the Interior Fish and Wildlife Service. The point of contact for any questions is the contracting officer Tim Officer at tim_officer@fws.gov or 303-236-4320. The drawings provide details on existing conditions, proposed modifications, and construction requirements.
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Text version
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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OURAY NFH
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POND LINING & KETTLE MODIFICATION
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CROWNHOLM
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CROWNHOLM
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HARPER
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6F-UT-1250-19-40
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EXISTING CONDITIONS
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%%UTYPICAL POND LAYOUT - EXISTING CONDITION
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NO SCALE
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%%UTYPICAL KETTLE - EXISTING CONDITION PHOTOGRAPHS
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NO SCALE
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%%UTYPICAL POND INLET - EXISTING CONDITION
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%%UINTERLOCKING RIP-RAP WALL - EXISTING CONDITION
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1. INTERLOCKING RIP-RAP WALLS ONLY APPLICABLE TO WEST END
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OF PONDS B-4, B-5, AND B-6. IF DISTURBED, WALLS ARE TO
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%%UTYPICAL KETTLE END INLET & STANDPIPE - EXISTING CONDITION
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NO SCALE
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EXISTING KETTLE END
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INLET TO BE DEMOLISHED
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SEE DETAIL A, SHEET C4
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EXISTING STANDPIPE TO BE
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DEMOLISHED AND TERMINATED
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BE RESTORED TO ORIGINAL CONDITION UPON PROJECT COMPLETION.
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BELOW GROUND SURFACE.
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SEE DETAIL D, SHEET C3
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METAL WALKWAY AND RAILING
%%UNOTES:
GEOMEMBRANE LINER
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BACKFILL
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COMPACTED
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DETAIL A - TYPICAL ANCHOR TRENCH DETAIL
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NO SCALE
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PUNCTURE LINER IN
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ANCHOR AT 2' INTERVALS
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TO ALLOW DRAINAGE OF TRENCH
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%%UTYPICAL LONGITUDINAL SECTION OF PONDS
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DATUM, 0.0'
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EL. 1.0'
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EL. 10.0'
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SLOPE= 1.0%%%
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CL DIKE (TYP)
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SECTION A
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%%UPLAN VIEW - EXISTING PONDS (TYPICAL)
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NO SCALE
AutoCAD SHX Text EXISTING CONCRETE KETTLE. SEE DETAILS ON SHEET C-3 FOR GEOMEMBRANE TO CONCRETE CONNECTION REQUIREMENTS.
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FOR LINER ANCHOR TRENCH DETAIL
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SEE DETAIL A, THIS SHEET
AutoCAD SHX Text ANCHOR FLEXIBLE LINER ALONG ENTIRE PERIMETER OF POND. SEE DETAIL A ON THIS SHEET.
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%%UTYPICAL LATERAL SECTIONS OF PONDS
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NO SCALE
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1. SECTION B TAKEN IN FRONT OF CATCH BASINS.
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%%UNOTES:
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DATUM, 0.0'
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EL. 10.0'
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EL. 10.0'
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EL. 1.0'
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SECTION B
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SECTION C
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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OURAY NFH
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POND LINING & KETTLE MODIFICATION
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CROWNHOLM
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CROWNHOLM
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HARPER
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6F-UT-1250-19-40
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TYPICAL POND PLAN & SECTIONS
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%%UNOTES:
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1. CATCH BASINS AND PIPING NOT SHOWN.
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GENERAL NOTES:
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1. THE DIMENSIONS AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING
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STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR.
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2. WORK INCLUDES REMOVING AND DISPOSAL OF EXISTING POND LINERS,
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AND PREPARING SUBSTRATE IN ACCORDANCE WITH POND LINER
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MANUFACTURER'S REQUIREMENTS PRIOR TO LINER INSTALLATION.
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3. ALL WORK SHALL BE FINISHED TO A SMOOTH, UNIFORM SURFACE
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CONFORMING TO THE LINES AND GRADES EXISTING BEFORE START OF
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CONSTRUCTION AND AS SHOWN ON THE DRAWINGS OR ESTABLISHED
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IN THE FIELD.
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4. REPAIR DAMAGE TO ANY ROAD, GRAVEL OR PAVED SURFACE, CAUSED BY CONTRACTORS EQUIPMENT DURING THE PERFORMANCE OF THE WORK. PLACE ROAD GRAVEL OVER ROAD SURFACES AND COMPACT AFTER PLACEMENT.
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5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING BURIED UTILITIES PRIOR TO ANY EXCAVATION.
6. EXISTING CATCH BASIN KETTLES ARE CONFIGURED IN BOTH LEFT HAND AND RIGHT HAND CONFIGURATIONS. ONLY ONE CONFIGURATION IS DEPICTED IN THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADAPT CONSTRUCTION ELEMENTS TO MIRRORED CONFIGURATION.
2"-3" OR AS RECOMENDED BY
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THE MANUFACTURER, ALLOW
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3/8" X 3" STAINLESS STEEL
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FLEXIBLE MEMBRANE LINER
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EXPANSION ANCHORS 6" 0.C.
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BATTEN: 1/4"X 2" STAINLESS STEEL
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NOMINAL 1/8" THICK CURED
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RUBBER CUSHIONING STRIP
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CONTINUOUS
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1/8" X 2" NEOPRENE OR
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CONTACT ADHESIVE
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BUTYL CAULKING TAPE
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CONTINUOUS
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3/8" X 3" STAINLESS STEEL EXPANSION
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NOMINAL 1/8" THICK CURED
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BATTEN 1/4" X 2" STAINLESS STEEL.
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RUBBER CUSHION STRIP
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CAULKING TAPE CONTINUOUS.
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1/8" X 2" NEOPRENE OR BUTYL
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CAULKED AND TROWELED FILLET.
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FLEXIBLE MEMBRANE
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LINER FOLDED BACK 6"
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NOMINAL AND FULLY BONDED
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ADHESIVE 6" WIDE
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LINER TO CONCRETE
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ANCHORS 6" ON CENTER.
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DETAIL A - VERTICAL CONNECTION
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DETAIL B - HORIZONTAL CONNECTION
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SLACK FOR SETTLEMENT.
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CAULKED AND TROWELED FILLET
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DETAILS - FLEXIBLE MEMBRANE LINER TO CONCRETE CONNECTIONS
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NO SCALE
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PLAN VIEW - FLEXIBLE MEMBRANE LINER TO CONCRETE CONNECTION
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NO SCALE
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SEE DETAIL A
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DEMOLISH TOP PORTION
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SHOWN IN DETAIL D
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KETTLE END OF POND
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FILL END OF POND
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SEE DETAIL C
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PIPE PENETRATION
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SEE DETAIL B
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CONCRETE PAD
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8" DIAMETER D.I. FILL LINE
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OF EXISTING STANDPIPE.
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TERMINATE AND CAP AS
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NEW CONCRETE CURB
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SEE SHEET C-5 FOR DETAILS
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NEW CONCRETE CURB
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SEE SHEET C-5 FOR DETAILS
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%%UDETAIL C: MEMBRANE LINER PIPE PENETRATION
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NO SCALE
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FIELD WELD RPP
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BOOT TO RPP LINER
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PREFABRICATED RPP BOOT
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WITH SKIRT
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RPP LINER TRIMMED AROUND
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PIPE PENETRATION
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COMPACTED SUBSTRATE
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EXISTING PIPE DIAMETER VARIES
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CONTRACTOR TO FIELD VERIFY
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TWO BANDS OF 1/8" BUTYL TAPE
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APPLIED OVER PIPE AND TWO GRADE 316
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STAINLESS STEEL HOSE CLAMPS
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END CAP
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T-BOLT
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GLAND ADAPTOR
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RESTRAINED MECHANICAL
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GLAND
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GASKET
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18" MIN.
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EXISTING STAND PIPE
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BACKFILL EXCAVATION AND
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COMPACT PER SPECIFICATION
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%%UDETAIL D: STANDPIPE TERMINATION DETAIL
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NO SCALE
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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OURAY NFH
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POND LINING & KETTLE MODIFICATION
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CROWNHOLM
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CROWNHOLM
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HARPER
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6F-UT-1250-19-40
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POND LINING DETAILS
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GENERAL NOTES:
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1. THE DIMENSIONS AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING
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STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR.
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2. FLEXIBLE MEMBRANE LINER SHALL BE CLOSELY FITTED AND SEALED TO
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CONCRETE STRUCTURES AS SHOWN ON THE DRAWINGS, AS RECOMMENDED
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BY THE MANUFACTURER, OR AS DESIGNED BY THE CONTRACTOR, AND
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APPROVED BY THE CONTRACTING OFFICER.
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%%UNOTES:
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1. SEE STANDPIPE PHOTO ON SHEET C-1
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FOR EXISTING CONDITION.
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3. EXISTING CATCH BASIN KETTLES ARE CONFIGURED IN BOTH LEFT HAND AND RIGHT
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HAND CONFIGURATIONS. ONLY ONE CONFIGURATION IS DEPICTED IN THESE DRAWINGS.
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IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADAPT CONSTRUCTION ELEMENTS TO
MIRRORED CONFIGURATION.
3'-8"
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%%UKETTLE FILL-PIPE MODIFICATION PLAN
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NO SCALE
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%%USECTION A
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NO SCALE
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REMOVE EXISTING STAND-PIPE
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AND APPURTENANT FEATURES &
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CONNECT NEW PIPE TO EXISTING
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EXISTING 6" DIAMETER
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C900 PVC PIPE
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NEW BURIED 6" DIAMETER
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CL 50 D.I. PIPE
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6" C900 PIPE. SEE DETAIL A
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INSTALL NEW 6" D.I. FITTINGS
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(HORIZONTAL AND VERTICAL)
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AND CORRESPONDING MECHANICAL JOINTS
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TO ACHIEVE REVISED ALIGNMENT (TYP)
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INSTALL NEW 6" D.I. SPOOL PIPE SEGMENT BETWEEN
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90 DEG ELBOW AND NEW DISCHARGE POINT
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SEE DETAIL C FOR WALL PENETRATION DETAILS
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NEW 6" CL50
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D.I. PIPE
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CORE DRILL WALL PENETRATION PER
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SEAL MANUFACTURER'S REQUIREMENTS
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PER PROJECT LEADER'S DIRECTION
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INSTALL CONCRETE THRUST BLOCKS AT ALL HORIZONTAL
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90 DEG ELBOW
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CORE DRILL WALL PENETRATION PER
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SEAL MANUFACTURER'S REQUIREMENTS
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SEE DETAIL C
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EXISTING ELEVATED METAL WALKWAY
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SEE NOTES
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APPRX. 25 LF
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AND VERTICAL BENDS (TYP).
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HOSE COUPLING
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EXISTING DISCHARGE
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EXISTING 6" PVC C900 PIPE
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EXISTING 6"
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D.I. PIPE
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DRAIN VALVE
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VALVE RISERS
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WITH COVERS
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SUPPLY VALVE
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EXISTING CONCRETE
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THRUST BLOCK
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CONNECT NEW DISCHARGE
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PIPING TO EXISITING 6"
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PVC C900 PIPE
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%%UDETAIL A: DEMOLITION AND NEW PIPE CONNECTION
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NO SCALE
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DEMOLISH AND PROPERLY
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DISPOSE OF FEATURES
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IN HATCHED REGION
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6" DI PIPE
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CORE DRILLED HOLE
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RUBBER MECHANICAL PIPE
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PENETRATION SEAL
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EXISTING CONCRETE
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STRUCTURE
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PIPE CENTERLINE
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DIAMETER PER SEAL
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MANUFACTURER'S RECOMMENDATION
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EXTEND PIPE TERMINUS
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8.0 INCHES BEYOND EDGE OF WALL
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12" MAX.
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6" MIN.
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12" MAX.
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PIPE
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MIN.
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COVER 6"
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SPRING LINE
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UNDISTURBED
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6" MIN.
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BACK FILL
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-MAY SUFFICE)
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ZONE
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EMBEDMENT
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PIPE
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HAUNCHING
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(NATIVE SOIL
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BEDDING 6" MIN.
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INITIAL
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(VARIES)
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FINAL BACK FILL
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SOIL
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%%UDETAIL B: TRENCH DETAIL
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NO SCALE
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%%UDETAIL C: PIPE TERMINUS & WALL PENETRATION
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NO SCALE
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SEAL EXPOSED REBAR WITH EPOXY
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RESIN PRIOR TO SEAL INSTALLATION
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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OURAY NFH
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POND LINING & KETTLE MODIFICATION
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CROWNHOLM
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CROWNHOLM
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HARPER
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6F-UT-1250-19-40
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PIPING MODIFICATION DETAILS
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%%UNOTES:
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1. ELEVATED METAL WALKWAY & RAILING NOT SHOWN FOR CLARITY. SEE SHEET C-1 FOR EXISTING CONDITION.
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2. TEMPORARILY REMOVE WALKWAY & RAILING AS NEEDED TO ACCOMPLISH PIPING MODIFICATION AND KETTLE
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TO ORIGINAL CONDITION.
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1. EXISTING CATCH BASIN KETTLES ARE CONFIGURED IN BOTH LEFT HAND AND RIGHT
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HAND CONFIGURATIONS. ONLY ONE CONFIGURATION IS DEPICTED IN THESE DRAWINGS.
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IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADAPT CONSTRUCTION ELEMENTS TO
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MIRRORED CONFIGURATION.
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GENERAL NOTES:
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2. THE DIMENSIONS AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING
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STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR.
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING BURIED UTILITIES
PRIOR TO ANY EXCAVATION.
#4 @ 12" E.W.
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#4 @12" E.W. (TYP)
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%%USECTION A: KETTLE REINFORCED CURB & SPLASH RAMP MODIFICATION
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NO SCALE
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CLASS II GROUT FORMED
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ROUNDED CORNERS
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GROUT (CLASS II) FORMED SPLASH RAMP
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ANCHORED #4 DOWEL (TYP)
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MINIMUM 4" EMBEDMENT DEPTH
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MIN. 3" COVER
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ANCHORED #4 DOWEL (TYP)
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MINIMUM 4" EMBEDMENT DEPTH
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MAX HEIGHT = 18" ABOVE FLOOR
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%%UKETTLE FEATURE MODIFICATION PLAN
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NO SCALE
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INSTALL NEW CLASS II GROUT FORMED SPLASH RAMP
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INSTALL NEW REINFORCED CONCRETE CURB
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BONDING INTERFACES BETWEEN ALL NEW
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AND EXISTING CONCRETE SHALL BE
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CONSTRUCTED SUCH THAT JOINTS ARE
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SLOPE
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ANCHORED #4 DOWEL (TYP)
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MINIMUM 4" EMBEDMENT DEPTH
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INSTALL NEW GROUT FORMED
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ROUNDED CORNERS
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MIN. 3" COVER
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APPROX. 32' @ 3:1 SLOPE
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APPROX. 18' @ 3:1 SLOPE
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(TYP)
AutoCAD SHX Text NEW 18'x1'x4" CURB
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ANCHORED #4 DOWEL (TYP)
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MINIMUM 3" EMBEDMENT DEPTH
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%%USECTION B: STAIR CURB MODIFICATION
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NO SCALE
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ANCHORED #4 DOWEL (TYP)
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MINIMUM 3" EMBEDMENT DEPTH
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(TYP)
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EXISTING STAIRS
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& CURB
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NEW
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CURB
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NEW
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CURB
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3:1 SLOPE
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12" BEND
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#4 REBAR
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STAIR CURB ANCHORS CONSTRUCTED AT TOP, TOE AND MIDPOINT OF STAIR CURBS
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(TYP)
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%%USECTION C: STAIR CURB ANCHORS
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NO SCALE
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IMPERMEABLE AND WATERTIGHT (TYP)
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BONDING INTERFACES BETWEEN ALL NEW
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AND EXISTING CONCRETE SHALL BE
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CONSTRUCTED SUCH THAT JOINTS ARE
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IMPERMEABLE AND WATERTIGHT (TYP)
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BONDING INTERFACES BETWEEN ALL NEW
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AND EXISTING CONCRETE SHALL BE
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CONSTRUCTED SUCH THAT JOINTS ARE
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IMPERMEABLE AND WATERTIGHT (TYP)
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DESIGNED
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DRAWN
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CHECKED
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DATE
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DRAWING NO.
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SHEET
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OF
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SUB-SHEET
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OURAY NFH
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POND LINING & KETTLE MODIFICATION
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CROWNHOLM
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CROWNHOLM
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HARPER
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6F-UT-1250-19-40
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KETTLE MODIFICATION DETAILS
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%%UNOTES:
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1. ELEVATED METAL WALKWAY & RAILING NOT SHOWN FOR CLARITY. SEE SHEET C-1 FOR EXISTING CONDITION.
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2. TEMPORARILY REMOVE WALKWAY & RAILING AS NEEDED TO ACCOMPLISH PIPING MODIFICATION AND KETTLE
AutoCAD SHX Text MODIFICATIONS AS SPECIFIED. UPON COMPLETION OF UNDERLYING WORK RESTORE WALKWAY AND RAILING
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TO ORIGINAL CONDITION.
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1. EXISTING CATCH BASIN KETTLES ARE CONFIGURED IN BOTH LEFT HAND AND RIGHT
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HAND CONFIGURATIONS. ONLY ONE CONFIGURATION IS DEPICTED IN THESE DRAWINGS.
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IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADAPT CONSTRUCTION ELEMENTS TO
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MIRRORED CONFIGURATION.
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GENERAL NOTES:
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2. THE DIMENSIONS AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING
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STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY CONTRACTOR.
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3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING BURIED UTILITIES
PRIOR TO ANY EXCAVATION.
| Sheets and Views |
| 6F-UT-1250-19-040-Cover |
| 6F-UT-1250-19-040-G-1 |
| 6F-UT-1250-19-040-C-1 |
| 6F-UT-1250-19-040-C-2 |
| 6F-UT-1250-19-040-C-3 |
| 6F-UT-1250-19-040-C-4 |
| 6F-UT-1250-19-040-C-5 |
| 2020-01-28T09:43:31-0700 | |
| LORRI HARPER |
| 2020-01-29T07:54:17-0700 | |
| Kristopher B. Johnson |
| 2020-01-29T10:08:00-0700 | |
| KEVIN JOHNSON |
| 2020-02-03T13:36:22-0700 | |
| BARRY OELRICH |
File details come from the government source that posted it. Updated .