B08_Solicitation_Attachment_2_Drawings_Specifications.pdf
PDF 2 MB Posted
- Attached to
- OK-TISHOMINGO NFH-REPLACE KETTLES 6 & 7 Federal contract opportunity
- Solicitation number
- 140FC126Q0011
About this file
This document is a set of engineering design drawings for the 2026 Pond Kettle Replacements project at Tishomingo National Fish Hatchery in Johnston County, Oklahoma, prepared by the U.S. Fish and Wildlife Service, Division of Engineering.
The project involves the demolition of existing kettles at Ponds 6 and 7 and construction of new replacement kettles, each relocated 10 feet in the direction of the pond from their existing locations. The contract includes removal of existing kettles while retaining existing supply and drain piping at current elevations; new kettles must connect to these existing services. The two ponds are unlined, with lining installation to occur under a separate contract. Prior to demolition, the contractor must survey existing kettle drain inverts, apron elevations, and sloped kettle floors to ensure new construction matches these surveyed conditions. Compacted fill is required around the relocated kettles to maintain level top steps and kettle tops at or above the existing pond levee grade. The ten-sheet drawing set includes a cover sheet with site maps and drawing index, kettle plan views, structure sections and elevations, details for drain bases and pipe trenches, thrust blocks and deadman connections, canal gates and screens, grates and guardrails, concrete specifications, and coupler valve details. Construction specifications require minimum 6-inch compacted Grade 57 gravel under all kettle bases, 95% relative density compaction of backfill around structures, 1.5% slope at the bottom slab for positive drainage, and broom finish on all walking surfaces. Asset numbers for the kettles are 10006389 (Pond 6) and 10006387 (Pond 7).
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B09_Solicitation_Amend_1__Attachment_5_Questions_and_Answers_5_1_26_7_pg_0001.pdf | ||
| Sol_140FC126Q0011_Amd_0001.pdf | ||
| B08_Solicitation_Attachment_4__Bid_Sheet.pdf | ||
| Sol_140FC126Q0011.pdf | ||
| B08_Solicitation_Attachment_1_Scope_of_Work_(SOW__PWS__SOO)_3_31_26_(30_pgs).pdf | ||
| B08_Solicitation_Attachment_3_DOL_Wage_Determination_OK20260040_01_02_2026_6_pgs.pdf |
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Text version
NORMAN
OKLAHOMA
CITY
DAVIS
SCULIN
REGAN
MANNSVILLE
ARDMORE
TISHOMINGO
MADILL
LAKE TEXOMA
TISHOMINGO
NATIONAL
FISH HATCHERY
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
COVER SHEET, SITE MAPS AND INDEX OF DRAWINGS
CIVIL
2F-OK-108-66.0 1 1 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
UNITED STATES DEPARTMENT OF THE INTERIOR
U. S. FISH & WILDLIFE SERVICE
TISHOMINGO NATIONAL FISH HATCHERY
JOHNSTON COUNTY OKLAHOMA
2026 POND KETTLE REPLACEMENTS
ASSET NOS: 10006389 (6), 10006387 (7)
LOCATION MAP
N.T.S.
SITE MAP
SCALE: 1:3600
HEADQUARTER'S
OFFICE
INDEX OF DRAWINGS
SHT. DRAWING TITLE
1 COVER SHEET, SITE MAPS AND INDEX OF DRAWINGS
2 KETTLE PLAN
3 KETTLE SECTIONS AND ELEVATIONS
4 KETTLE SECTIONS AND NOTES
5 DETAILS-DRAIN BASE & PIPE TRENCH
6 DETAILS-THRUST BLOCK & DEADMAN
7 DETAILS-CANAL GATE & SCREEN
8 DETAILS-GRATE & GUARDRAIL
9 DETAILS-CONCRETE
10 DETAILS-COUPLER VALVE
PROJECT
LOCATIONS
CONTRACTOR TO SURVEY EXISTING KETTLE DRAIN
INVERT, APRON ELEVATIONS AND SLOPED KETTLE
FLOOR PRIOR TO DEMOLITION.
NEW CONSTRUCTION TO MATCH SURVEYED INVERTS,
ELEVATIONS AND SLOPES.
PROJECT NOTES:
POND 6: RELOCATE KETTLE 10 FEET IN THE DIRECTION OF THE POND FROM THE EXISTING LOCATION.
POND 7: RELOCATE KETTLE 10 FEET IN THE DIRECTION OF THE POND FROM THE EXISTING LOCATION.
-THIS CONTRACT INCLUDES THE DEMOLITION OF THE EXISTING KETTLES FOR PONDS 6 & 7. SUPPLY AND DRAIN PIPING WILL REMAIN AT THE EXISTING ELEVATIONS. NEW KETTLES WILL NEED TO BE CONNECTED
TO THESE SERVICES.
-DUE TO THE RELOCATION OF THE NEW KETTLES, COMPACTED FILL WILL BE REQUIRED TO ENSURE TOP
STEPS AND TOP OF KETTLE ARE LEVEL (OR JUST ABOVE GRADE OF EXISTING POND LEVEE.
-PONDS 6 & 7 ARE UNLINED. THE LINING WILL BE INSTALLED UNDER A SEPARATE CONTRACT.
FILL AREA
1"=20'
COMPACTED
FILL
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PENNINGTON CREEK
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STATE HIGHWAY 7
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PENNINGTON CREEK
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PROPANE
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SERVICE
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SERVICE
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FISH & WILDLIFE
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FISH & WILDLIFE
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0 4 8 12 FEET
KETTLE PLAN VIEW
SCALE: 3/16" = 1'-0"
NOTES:
1. CONTRACTOR TO SURVEY EXISTING KETTLE DRAIN INVERT, APRON
ELEVATIONS AND SLOPED KETTLE FLOOR PRIOR TO DEMOLITION.
NEW CONSTRUCTION TO MATCH SURVEYED INVERTS, ELEVATIONS
AND SLOPES.
2. ALL DISTURBED SLOPES TO BE RE-GRADED TO MATCH ADJACENT
UNDISTURBED SLOPES.
3. 1.5% SLOPE REQUIRED AT BOTTOM SLAB INSIDE OF KETTLE FOR
POSITIVE DRAINAGE INTO PIPE, TYP.
4. PLACE MIN. 6" THICK COMPACTED GRADE 57 GRAVEL UNDER ALL
KETTLE BASES AND RETAINING WALLS.
5. COMPACT BACKFILL TO 95% RELATIVE DENSITY AROUND
STRUCTURE.
6. BROOM FINISH REQUIRED ON ALL WALKING SURFACES INCLUDING
INSIDE KETTLE.
7. TACK WELD S.S. BOLTS TO S.S. CHANNEL AND ANGLE AS SHOWN ON
THIS SHEET, TYPICAL.
8. REINFORCING STEEL NOT SHOWN FOR CLARITY UNLESS NOTED
OTHERWISE.
9. WORK INCLUDES REMOVAL OF EXISTING KETTLES AS SHOWN.
10. ALL DETAILS FOR KETTLE 6 ARE THE SAME FOR KETTLE 7
11.BASELINE ELEVATIONOF 0'-0" IS THE APRON AROUND THE BOTTOM
OF THE KETTLE, WHICH SHOULD BE SET AT THE BOTTOM OF THE
POND.
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, TYPICAL KETTLE PLAN
CIVIL
2F-OK-108-66.0 2 2 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
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45 DEGREE FITTING INSTALL THRUST BLOCK OR MEGA LUGS
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45 DEGREE FITTING INSTALL THRUST BLOCK OR MEGA LUGS
AutoCAD SHX Text CONNECT TO EXISTING LAKE WATER SUPPLY WITH COUPLING & CONCRETE DEAD MAN THRUST BLOCK - SEE DETAIL
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DEMO EXISTING WATER SUPPLY
AutoCAD SHX Text
12" DRAIN LINE - DEMO EXIST. DRAIN LINE THIS SECTION
AutoCAD SHX Text CONNECT TO EXISTING DRAIN LINE WITH COUPLING & CONCRETE DEAD MAN THRUST BLOCK - SEE DETAIL
AutoCAD SHX Text 16'-8"
AutoCAD SHX Text 32'-0"
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AutoCAD SHX Text 19'-2 "1316"
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TYPICAL
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TYPICAL
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EXTENT OF GRATING
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EXISTING DRAIN LINE
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EXISTING LAKE WATER SUPPLY LINE
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PIPE SUPPORT SADDLE, TYP.
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SEE DRAIN DETAIL
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SEE ALUM. GRATE
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PLAN
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GUARDRAILS NOT SHOWN, SEE GUARDRAIL DETAILS
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WOOD STOPLOGS NIC
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PLASTIC BUTTERLY VALVE, SEE SPECS.
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CAST IRON GATE VALVE, SEE SPECS.
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LEGEND
COMPACTED
FILL
CONCRETE
EXISTING
SOIL
CRUSHED
GRAVEL
0 4 8 12 FEET
KETTLE SECTION
SCALE: 1/4" = 1'-0"
NOTES:
1. 1.5% SLOPE REQUIRED AT BOTTOM SLAB INSIDE OF KETTLE FOR
POSITIVE DRAINAGE INTO PIPE, TYP.(EXCEPT AT RADIUS).
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, STRUCTURE - SECTIONS & NOTES
CIVIL
2F-OK-108-66.0 3 3 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
B
KETTLE SECTION
SCALE: 1/4" = 1'-0"
C
SUPPLY ELEVATION
LCALE: 1/4" = 1'-0"
F
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EXISTING POND
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GATE VALVE
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.25 STEEL SADDLE CLAMP WELDED TO BRACE
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2, #5 CONTINUOUS
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GATE VALVE
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CONNECT TO EXISTING LAKE WATER SUPPLY BEYOND
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MECHANICAL SEAL, TYP. ALL WALL PENETRATIONS
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BUTTERFLY VALVE
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#4 @ 12" O.C. E.W CENTER IN SLAB & WALL
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GRADE
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2, #5 CONTINUOUS
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#4 @ 12" O.C. E.W CENTER IN SLAB & WALL
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EXISTING GROUND
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L1X1X.25 STEEL PIPE BRACE
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LAKE SUPPLY PIPE
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LAKE SUPPLY PIPE RISER, BEHIND WALL
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LAKE SUPPLY PIPE (VALVE NOT SHOWN FOR CLARITY)
+1.'-0"'
LEGEND
COMPACTED
FILL
CONCRETE
EXISTING
SOIL
CRUSHED
GRAVEL
STAIR SECTION
SCALE: 1/4" = 1'-0"
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, STRUCTURE - SECTIONS & NOTES
CIVIL
2F-OK-108-66.0 4 4 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
D
WALL SECTION
SCALE: 3/16" = 1'-0"
A
KETTLE SECTION
SCALE: 3/16" = 1'-0"
E
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EXISTING POND GRADE
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3" CLEARANCE
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#4 @ EACH STAIR NOSE
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TYP. CONST. JOINT
DETAIL
ANGLE DETAIL
STRUCTURE
#5's @ 12" O.C.E.W.
COMPACTED ENGINEERED FILL
COMPACTED CRUSHED GRAVEL
UNDISTURBED EARTH
8"Ø PVC SUPPLY, SEE PLAN
VARIES
EXISTING
GRADE ℄ PIPE
FINAL COMPACTED
BACKFILL
SLOPE OR SHORE PIPE
TRENCHAS REQIRED FOR
SAFETY IF OVER 24" IN
DEPTH PER OSHA
REQUIREMENTS.
GENERAL NOTE:
PIPE BEDDING SHALL CONSIST OF SELECT MATERIAL AND SHALL BE COHESION
LESS, FREE DRAINING MATERIAL (5 PERCENT FINES OR LESS) AND MAXIMUM SIZE
SHALL NOT EXCEED 3/4 INCH AND SHALL CONFORM TO THE FOLLOWING TABLE:
TYPICAL PIPE TRENCH DETAIL
N.T.S.
SIZE % OF WEIGHT
PASSING # 200 SIEVE 5 OR LESS
PASSING # 50 SIEVE 25 OR LESS
SIMILAR FOR DRAIN LINE
PIPE ZONE
COVER
FIELD VERIFY
1.5%
SLOPE
℄ OF STRUCTURE
& PIPE LINE.
12"Ø DRAIN LINE.
TIE INTO EXISTING
DRAIN PIPE.
VERIFY SIZE.
TOP OF
STRUCTURE
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-DRAIN, BASE, PIPE TRENCH
CIVIL
2F-OK-108-66.0 5 5 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
TYPICAL SUBGRADE/BASE
TREATMENT
SCALE: NTS
DRAIN DETAIL
SCALE: NTS
H
AutoCAD SHX Text 6"
AutoCAD SHX Text 1'-0"
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PIPE DIAM +2' MIN.
AutoCAD SHX Text 6"
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EMBEDMENT ZONE
AutoCAD SHX Text
AutoCAD SHX Text 1'
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INITIAL
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BACKFILL
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MIN.
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SAND
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BEDDING
AutoCAD SHX Text 5' +/-
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text G
100%
BEARING AREA
3/8" TIE RODS
100% OF TEE
VALVE
100%
75%
75% OF TEE (TYP)
ELBOW
8" 5.2 7.3 4.0 2.0
PIPE
SIZE
DEAD END
OR TEE
90°
ELBOW
45°
ELBOW
MINIMUM BEARING AREA OF THRUST BLOCKS
IN SQUARE FEET AT VARIOUS FITTINGS
22 1/2°
ELBOW
PLAN
ELEVATION SECTION
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-THRUST BLOCK, DEADMAN
CIVIL
2F-OK-108-66.0 6 6 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
THRUST BLOCK DETAILS
SCALE: NTS
CONCRETE DEAD MAN CONNECTION
DETAIL, TYPICAL
SCALE: NTS
NOTE: COMBINE IF SUPPLY & DRAIN ARE WITHIN 24"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text
#3 CAGE @ 12" O.C.
AutoCAD SHX Text 3"
PIPE COUPLER
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-CANAL GATE & SCREEN
CIVIL
2F-OK-108-66.0 7 7 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
CANAL GATE ELEVATION
SCALE: 1/2" = 1'-0"
G
SMALL SCREEN ELEVATION
SCALE: 3/8" = 1'-0"
SMALL SCREEN SECTION
SCALE: 3/8" = 1'-0"
K2
LARGE SCREEN ELEVATION
SCALE: 3/8" = 1'-0"
LARGE SCREEN SECTION
SCALE: 3/8" = 1'-0"
K1
AutoCAD SHX Text
HANDWHEEL OPERATION
AutoCAD SHX Text
TOP OF KETTLE WALL
AutoCAD SHX Text 36"
AutoCAD SHX Text
FLAT BACK CANAL TYPE GATE & FRAME STRUCTURE BOLTED TO CONCRETE WALL
AutoCAD SHX Text
WOOD STOPLOGS, NIC
AutoCAD SHX Text
ABOVE CONCRETE WALL, BOLT ANGLE BRACES TO SIDEWALLS
AutoCAD SHX Text
OUTLINE OF 12" SQUARE OPENING IN CONCRETE WALL
AutoCAD SHX Text
RECESS SLAB AT GATE AS SHOWN
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text 4'-5"
AutoCAD SHX Text K2
AutoCAD SHX Text
AutoCAD SHX Text
ALUM SCREEN TYPE 1 OR 2
AutoCAD SHX Text
2X2X3/8 ALUM ANGLE
AutoCAD SHX Text
ALUM SCREEN BEYOND
AutoCAD SHX Text
ANGLE BRACE AT MID-POINT BEHIND SCREEN
AutoCAD SHX Text 3'-2"
AutoCAD SHX Text 18"
AutoCAD SHX Text 3/8
AutoCAD SHX Text
2X2X3/8 ALUM ANGLE
AutoCAD SHX Text 5'-2"
AutoCAD SHX Text 18"
AutoCAD SHX Text 3/8
AutoCAD SHX Text
2X2X3/8 ALUM ANGLE
AutoCAD SHX Text 5'-2"
AutoCAD SHX Text 4'-5"
AutoCAD SHX Text K1
AutoCAD SHX Text
AutoCAD SHX Text
ALUM SCREEN TYPE 1 OR 2
AutoCAD SHX Text
2X2X3/8 ALUM ANGLE
AutoCAD SHX Text
ALUM SCREEN BEYOND
AutoCAD SHX Text
ANGLE BRACE AT MID-POINT BEHIND SCREEN
CONTRACTOR TO PROVIDE: 2 SMALLER SCREENS 2 LARGER SCREENS
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-GRATE & GUARDRAIL
CIVIL
2F-OK-108-66.0 8 8 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
ALUMINUM GRATE PLAN
SCALE: 1/2" = 1'-0"
REMOVABLE GUARDRAIL DETAILS
SCALE: 1/2" = 1'-0"
REMOVABLE GUARDRAIL DETAILS
SCALE: 1/2" = 1'-0"
J
8 REMOVABLE GUARDRAIL DETAILS
SCALE: 1/2" = 1'-0"
I
AutoCAD SHX Text
REMOVABLE GRATES CENTERED OVER SCREEN OR STOPLOG, 8" WIDTH +/-
AutoCAD SHX Text
REMOVABLE GRATE
AutoCAD SHX Text
4" SPACE FOR SLUICE GATE OPERATOR EXTENSION
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text I
AutoCAD SHX Text
AutoCAD SHX Text 3'-5"
AutoCAD SHX Text 3'-5"
AutoCAD SHX Text 4"
AutoCAD SHX Text 5'-8"
AutoCAD SHX Text
ALUMINUM SLEEVES AT POSTS
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 6'-6"
AutoCAD SHX Text
ALUM. SLEEVE
AutoCAD SHX Text
1-1/2' DIAM. ALUM. POSTS & RAILS
AutoCAD SHX Text
EQ
AutoCAD SHX Text
EQ
AutoCAD SHX Text
EQ
AutoCAD SHX Text 3'-6"
10"
NOTE: SLOTS MADE FROM 14" ALUMINUM.
NOTE: REINFORCING SHOWN
AS REFERENCE ONLY.
3 " L. x 3/8"Ø ALUMINUM
BOLT @ 24" OC.
TOP OF WALL
3" x 3" x 1/4"
ALUM. ANGLE W/
3" x 3/8"Ø
ALUM. BOLT
ALUM.
GRATING
TACK
4" WATERSTOP
W/ BUBBLE
WALL 3/4" CHAMFER
ON ALL EXPOSED
EXTERIOR EDGES,
TYP.
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-CONCRETE
CIVIL
2F-OK-108-66.0 9 9 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
SLOT DETAIL
SCALE: NTS
GRATING DETAIL
SCALE: NTS
KETTLE WALL-TO-SLAB DETAIL
SCALE: NTS
CONCRETE DETAIL
SCALE: NTS
AutoCAD SHX Text 2"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1 "58"
AutoCAD SHX Text 2"
3 "58"
SMITH-BLAIR TYPE 462 (OR APPROVED EQUAL) FLEXIBLE
WATERPROOF CONNECTOR WITH 5/8" NUT. TORQUE BOLTS
TO 70 FT. LBS MIN.
EXISTING PIPE
(BERM SIDE -
VERIFY IN FIELD)
PVC PIPE
(STRUC. SIDE)
PLAN VIEW ELEVATION VIEW
BUTTERFLY VALVES - SEE SPECS
PROVIDE HANDLE
EXTENSION WHERE INDICATED
8" DIAMETER PIPE COUPLER
DRAWN:DESIGN: CHECK:
SHT. NO.
DIVISION OF ENGINEERING
U.S. FISH AND WILDLIFE SERVICE
UNITED STATES DEPARTMENT OF THE INTERIOR
SEQ. NO.
OF
DRAWING FILENAME AND NUMBER DATE:
2026 KETTLE 6_7
2026 POND KETTLE REPLACEMENTS
KETTLES 6 & 7, DETAILS-COUPLER VALVE
CIVIL
2F-OK-108-66.0 10 10 10
RAYNER RAYNER SIMMONS
OKLAHOMAJOHNSTON COUNTY
TISHOMINGO NATIONAL FISH HATCHERY
1/14/2026
| Sheets and Views |
| 2026 KETTLE 6_7-C1 |
| 2026 KETTLE 6_7-2 |
| 2026 KETTLE 6_7-3 |
| 2026 KETTLE 6_7-4 |
| 2026 KETTLE 6_7-5 |
| 2026 KETTLE 6_7-6 |
| 2026 KETTLE 6_7-7 |
| 2026 KETTLE 6_7-8 |
| 2026 KETTLE 6_7-9 |
| 2026 KETTLE 6_7-10 |
File details come from the government source that posted it. Updated .