Atch_2_Gavins_Pt_Pond_Liners_Drawings.pdf
PDF 2 MB Posted
- Attached to
- INSTALLATION OF GEOMEMBRANE LINERS Federal contract opportunity
- Solicitation number
- 140F0619R0006
About this file
Atch 2 Gavins Pt Pond Liners Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140F0619R0006_Amd_0004.pdf | ||
| Garvins_Pt_Pond_Liner_Spec_02540_Revised.pdf | ||
| Sol_140F0619R0006_Amd_0003.pdf | ||
| Sol_140F0619R0006_Amd_0002.pdf | ||
| Sol_140F0619R0006_Amd_0001.pdf | ||
| Atch_4_DBA_Wage_Det_Yankton_SD.pdf | ||
| Atch_3_Submittals.pdf | ||
| Atch_1_Gavins_Pt_Pond_Liners_Specifications.pdf | ||
| Sol_140F0619R0006.pdf | ||
| Atch_5_Gavins_Pt_Pond_Liners_Past_Perf_Quest.doc | DOC document |
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Text version
NOT TO SCALE
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HATCHERY
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RESIDENCES
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PROJECT LOCATION
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EXISTING
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REARING
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PONDS
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EXISTING CONCRETE KETTLE STRUCTURES, ONE PER POND
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WASTE DISPOSAL AREA
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BORROW SITE
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FISH AND WILDLIFE SERVICE
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UNITED STATES DEPARTMENT OF THE INTERIOR
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REGION 6 ENGINEERING - DENVER, COLORADO
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DESIGNED:
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DATE:
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DRAWN:
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DRAWING NO.
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SHEET 1 OF
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CHECKED:
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VICINITY MAP
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OR
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RI
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FISH AND WILDLIFE
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SERVICE
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U.S. FISH & WILDLIFE SERVICE
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SERVICE
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FISH AND WILDLIFE
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APPROVAL SIGNATURES
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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED
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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT
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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE
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ADJUSTED ACCORDINGLY.
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%%UNOTE TO BIDDERS:%%
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REGIONAL ENGINEER
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ASS'T. REGIONAL DIR.
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DATE
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PROGRAM SUPERVISOR
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FACILITIES
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SAFETY/IND HYGIENIST
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CULTURAL RESOURCES
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DATE
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DATE
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DATE
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DATE
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DATE
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GAVINS POINT
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NATIONAL FISH HATCHERY
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YANKTON
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SOUTH DAKOTA
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REPLACE FISH POND LINERS (18-026)
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COVER SHEET
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VICINITY, LOCATION MAPS, SHEET INDEX
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JCC
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JCC
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LH
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6F-SD-492-18-026
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GAVINS POINT NATIONAL FISH HATCHERY
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REPLACE FISH POND LINERS (18-026)
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STICKNEY
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CORSICA
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ARMOUR
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GREENWWOD
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NEW
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SD.
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NE.
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SPENCER
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MARTY
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GEDDES
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RAVINIA
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PICKSTOWN
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ANDES
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LAKE
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HOLLAND
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CLAYTON
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GAVINS POINT
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FISH HATCHERY
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SCOTLAND
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SD.
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NE.
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SPRINGFIELD
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NATIONAL
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TYNDALL
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WAGNER
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AVON
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DELMONT
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TRIPP
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KAYLOR
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PARKSTON
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YANKTON
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TABOR
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LESTERVILLE
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MIDWAY
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MENNO
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FREEMAN
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BRIDGEWATER
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MITCHELL
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ALEXANDRIA
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ETHAN
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VICINITY, LOCATION MAPS; INDEX
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EXISTING CONDITIONS, PONDS #8 & #14
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SHEET NO.
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TITLE
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DRAWING INDEX
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KETTLE PLANS, SECTIONS & DETAILS
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EXISTING CONDITIONS, POND #15 & DETAILS
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PLAN AND SECTIONS
GENERAL POND LAYOUT & DETAILS
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C-1
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DESIGNED
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DRAWN
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CHECKED
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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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GAVINS POINT NFH
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FISH POND LINERS
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JCC
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JCC
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LH
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6F-SD-492-18-026
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%%UPOND #14 EXISTING CONDITION PHOTOGRAPHS
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NO SCALE
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%%UPOND #8 EXISTING CONDITION PHOTOGRAPHS
NO SCALE
EXISTING CONDITIONS, POND #15 & DETAILS
C-2
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%%UTYPICAL CATCH BASIN PLAN
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APPROXIMATELY 6"
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THICK RIPRAP LAYER
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EARTHEN COVER
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MATERIAL
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FG-PVC
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LINER
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4" GRAVEL SURFACING
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%%UEXISTING PVC LINER TERMINATION TRENCH
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%%UDETAIL
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1' DEPTH
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TYPICAL CATCH BASIN SECTION
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FG-PVC
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LINER
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FG-PVC
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LINER
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LINER TERMINATION
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TRENCH, SEE
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DETAIL, THIS SHEET
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1' EARTHEN
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COVER MATERIAL
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SLOPE
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(TYPICAL)
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INTERIOR DIKES 12'
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PERIMETER DIKES 16'
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%%UEXISTING PVC LINER ON DIKE
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%%UTYPICAL SECTION
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DESIGNED
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DRAWING NO.
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OF
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GAVINS POINT
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FISH POND LINERS
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JCC
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LH
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%%UPOND #15 (OPTION) EXISTING CONDITION PHOTOGRAPHS
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NO SCALE
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%%UNOTES:
1. THE DIMENSIONS AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING STRUCTURES AND CONDITIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. 2. PRIOR TO PREPARATION OF SUBGRADE FOR GEOMEMBRANE INSTALLATION, CONTRACTOR SHALL REMOVE ALL EXISTING RIPRAP, ORGANIC MATTER, SEDIMENT AND OTHERWISE OBJECTIONABLE MATERIAL FROM PONDS FOR DISPOSAL AT DESIGNATED ON-SITE LOCATION. STRIPPING OF ORGANIC MATERIAL WILL REQUIRE AN AVERAGE EXCAVATION DEPTH OF 4-INCHES AT EXISTING POND EMBANKMENTS AND FLOORS. 3. EXISTING PVC LINERS ARE TO BE LEFT IN PLACE. EXISTING PVC LINER FLOOR IS TO BE PENETRATED/PUNCTURED EVERY 10-FEET LONGITUDINALLY AND ALONG FLOOR CROSS SECTION, FORMING A GRID, PRIOR TO PREPARATION OF NEW LINER SUBGRADE.
PLAN & SECTIONS
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POND 14
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POND 13
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%%UTYPICAL SECTION AT SHALLOW END OF PONDS
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%%UTYPICAL SECTION AT CATCH BASIN END OF PONDS
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1. SECTION TAKEN IN FRONT OF CATCH BASINS.
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%%UNOTES:
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%%UNOTES:
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1. CATCH BASINS AND PIPING NOT SHOWN.
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POND 15
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%%UTYPICAL LONGITUDINAL SECTION OF PONDS THROUGH CATCH BASINS
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NO SCALE
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POND 14
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POND 13
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POND 15
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POND 8
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POND 9
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POND 7
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POND 8
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POND 7
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POND 3
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POND 8
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POND 17
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POND 14
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POND 16
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POND 15
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ELEVATION VARIES
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200' (PONDS #8, #14 & #15) NTS
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SECTION
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SEE DETAIL A, THIS SHEET
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FOR LINER ANCHOR TRENCH DETAIL
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FOR GEOMEMBRANE LINER
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TO CONCRETE CONNECTION,
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SEE DETAIL A ON SHEET 6
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FOR LINER ANCHOR TRENCH DETAIL
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SEE DETAIL A, THIS SHEET
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L DIKE
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365' (PONDS #8, #14 & #15) NTS
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POND #14 EL.1185.0
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POND #8 EL.1185.0
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POND #15 EL.1186.0
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POND #14 EL.1182.0
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POND #14 EL.1190.0
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POND #8 EL.1191.0
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POND #15 EL.1190.5
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POND #8 EL.1190.0
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PLAN VIEW-EXIST. PONDS #8, #14 & #15
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FOR DETAILS OF CATCH
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BASIN, SEE SHEET 4
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POND #14 EL.1191.5
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POND #8 EL.1189.5
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NO SCALE
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DESIGNED
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OF
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GAVINS POINT
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FISH POND LINERS
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JCC
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JCC
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LH
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6F-SD-492-18-026
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NOTES: 1. THE DIMENSIONS, ELEVATIONS, AND DETAILS SHOWN ON THIS SHEET FOR THE EXISTING STRUCTURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED. THE PONDS SHALL BE FINISHED TO THESE SAME ELEVATIONS. 2. THE TOP OF THE DIKE WIDTH IS 12'-0" FOR INTERIOR DIKES AND 16'-0" FOR EXTERIOR DIKES.
GENERAL POND LAYOUT & DETAILS
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FLOW
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FLOW
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FLOW
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%%UTYPICAL POND LAYOUT AND BALLASTING PLAN
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NO SCALE
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AutoCAD SHX Text ANCHOR GEOMEMBRANE LINER ALONG ENTIRE PERIMETER OF POND. SEE DETAIL A ON THIS SHEET.
AutoCAD SHX Text EXISTING CONCRETE KETTLE. SEE DETAILS ON SHEET 6 FOR GEOMEMBRANE TO CONCRETE CONNECTION REQUIREMENTS.
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GEOMEMBRANE LINER
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BACKFILL
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COMPACTED
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DETAIL B - TYPICAL BALLAST ANCHOR DETAIL
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GEOMEMBRANE LINER
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SAND TUBE BALLAST
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7-INCH DIAMETER (MIN)
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EXTEND BALLAST
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TO TOE OF SLOPE
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(LENGTH VARIES)
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POND FLOOR
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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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DESIGNED
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DRAWING NO.
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OF
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GAVINS POINT NFH
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FISH POND LINERS
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JCC
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JCC
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LH
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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.
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2. WORK INCLUDES REMOVING AND STOCKPILING ROCK/RIPRAP FROM POND
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AND REMOVING AND DISPOSING OF DEBRIS FROM POND TO PREVENT
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PUNCTURING OF FLEXIBLE MEMBRANE LINER.
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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. SAND TUBE BALLASTS SHALL BE MADE OF THE SAME MATERIAL AS THE LINER. TUBES SHALL BE FILLED WITH SAND TO WITHIN 3 FEET OF THE ANCHOR TRENCH AND ARE TO BE PLACED AT 30 FOOT INTERVALS AROUND THE PERIMETER OF EACH POND.
5. REPAIR DAMAGE TO ANY ROAD, GRAVEL OR PAVED, CAUSED BY CONTRACTORS EQUIPMENT DURING THE PERFORMANCE OF THE WORK. PLACE ROAD GRAVEL OVER ROAD SURFACES AND COMPACT AFTER PLACEMENT.
| Sheets and Views |
| 18-026-01V-CVR-1_recover_recover-Cover |
| 18-026-01V-CVR-1_recover_recover-C1 - EXISTING CONDITIONS 1 |
| 18-026-01V-CVR-1_recover_recover-C2 - EXISTING CONDITIONS 2 |
| 18-026-01V-CVR-1_recover_recover-C3 - PLANS & SECTIONS |
| 18-026-01V-CVR-1_recover_recover-C4 - PLAN AND DETAILS |
| 18-026-01V-CVR-1_recover_recover-C5 - GEOMEMBRANE DETAILS |
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