707-190_Raw_Water_Intake_Package.pdf
PDF 406 KB Posted
- Attached to
- Inlet Structure & Doors at TWRAs Lillards MILL
- Solicitation number
- Event 32801-13964
- Issued by
- Marion County, Tennessee
About this file
This is a technical drawing package for a raw water intake structure project at Tennessee Wildlife Resources Agency's Lillard's Mill facility in Marshall County, Tennessee. The project scope comprises one precast intake structure measuring 72 inches by 72 inches by 128.93 inches, one precast vault structure measuring 48 inches by 48 inches by 36 inches, a top slab for the inlet structure, and two stainless steel access doors measuring 30 inches by 30 inches and 36 inches by 36 inches respectively. The drawings detail the intake structure with integrated components including two Flyght pump stations (NP 3127 models), a 44-inch wide by 56-inch tall stainless steel wedge wire screen, a 3-foot by 4-foot slide gate (Fontaine Model S-22), manhole steps, and various appurtenances including check valves, gate valves, elbows, and force main piping. All concrete must meet ACI 318 standards with a minimum strength of 4,000 psi at 28 days, and precast elements must conform to ASTM C478. The manhole steps must meet Neenah R-1982-W specifications, and all structures must be designed for a riverine environment. Bids are due August 11, 2026 at 1:00 PM CDT, with questions due August 3, 2026 at 1:00 PM CST, and delivery must occur within 60 days of purchase order issuance.
Bidders must submit shop drawings stamped by a registered professional engineer in Tennessee prior to manufacturing to demonstrate compliance with all specifications. The project requires compliance with the Build America, Buy America Act, stipulating that all iron, steel, manufactured products, and construction materials must be produced in the United States with domestically mined components representing greater than 55 percent of total component costs. Contractors must maintain proper Tennessee licensing, sales and use tax registration, and carry workers' compensation and liability insurance including one million dollars employer liability per accident, one million dollars combined single-limit general liability per occurrence with two million dollars aggregate, and one million dollars automobile liability. A one-year manufacturing warranty applies from acceptance, and pricing must remain firm for 90 days. On-site inspections at Lillard's Mill are required to verify site dimensions and conditions, and bidders must register with the State of Tennessee Supplier Portal. Award will be made to the lowest-cost responsive and responsible bidder.
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SUBMITTALS & REVISIONS
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P.O. BOX 2968, MURFREESBORO, TN 37133-2968
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(615) 895-8221 * FAX (615) 895-0632
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NO.
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DATE
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BY
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DESCRIPTION
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APPROVED BY:
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CHECKED BY:
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DRAWN BY:
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SHEET NO. 5
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PROJECT NO. 707-190
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JUNE
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AS NOTED
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SCALE:
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DATE:
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DSM
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RWM
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RWM
AutoCAD SHX Text C 2025 Griggs & Maloney, Inc.
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INTAKE STRUCTURE DETAILS
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FLOAT MTG. BRACKET
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2" S.S. CHECK VALVE
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2" S.S GATE VALVE
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2" S.S. CROSS
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2" FORCE MAIN
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2" S.S. ELBOW
AutoCAD SHX Text NOTE: BOTTOM OF BASIN MUST HAVE SMOOTH TROWELED SURFACE FOR PLACEMENT OF PRECAST STRUCTURE.
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JUNCTION BOX, SEE ELECTRICAL
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TOP OF SLAB EL. 615.0
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ALUMINUM BASIN HATCH W/HINGED ACCESS DOOR SEE DETAIL THIS SHT.
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TOP RAIL SUPPORT (BOLTS TO COVER FRAME)
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HINGED ACCESS DOOR (ALUMINUM) SEE DETAIL THIS SHT.
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SS LIFTING CHAIN
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%%U PLAN VIEW
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%%U SECTION
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#7 @ 12" O.C.E.W. TOP AND BOTTOM
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1/4" NEOPRENE GASKET, 3" WIDE X 1'-3" LONG, BETWEEN PLATE AND WALL
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OUTSIDE WALL OF WETWELL
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PLATE: 3/8" THICK, 1'-2" WIDE, CONTINUOUS, EACH SIDE WITH 12" CONNECTION SPACING
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WETWELL BASE OR LOWER SECTION
AutoCAD SHX Text %%uDETAIL TO MECHANICALLY
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%%UIF MORE THAN ONE SECTION IS USED
AutoCAD SHX Text %%uCONNECT WETWELL SECTIONS
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COAT ALL NUTS AND HOLES WITH SILICONE CAULK
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GASKET
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CORE 11/16" DIA. HOLE TO RECEIVE BOLT
AutoCAD SHX Text 5/8" STAINLESS STEEL BOLT WITH 2 NUTS, STAINLESS STEEL FLAT WASHER AND 1/4" NEOPRENE GASKET UNDER WASHERS
AutoCAD SHX Text NOTES: 1. ALL CONCRETE TO COMPLY WITH ACI 318 WITH A MINIMUM STRENGTH OF 4,000 psi AT 28 DAY TEST. 2. ALL PRECAST RISERS AND TOPS TO CONFORM TO ASTM C478. 3. MANHOLE STEPS TO BE NEENAH R-1982-W PROVIDE WITHIN 12" OF TOP, 16" O.C. 4. IF INLET STRUCTURE IS CONSTRUCTED OF MORE THAN ONE SECTION, THEN EACH SECTION SHALL BE MECHANICALLY CONNECTED TO THE LOWER SECTION AND/OR THE BASE. SEE DETAIL THIS SHEET. 5. INLET STRUCTURE IS CLASSIFIED AS "CONFINED SPACE" BY OSHA. 6. CONTROL PANEL TO BE PROVIDED BY PUMP PROVIDER INSTALLED AS SHOWN. CONTRACTOR TO INSTALL POWER AND CONTROL CONDUIT AND WIRE TO INTAKE LOCATION. PUMP VENDOR TO SUPPLY PUMPS, CONTROL PANEL, VFD, FLOATS, GUIDE RAILS, LIFTING CHAIN, BASE ELBOW, FLOAT MOUNTING BRACKET, AND CABLE HOLDER. 7. SHOP DRAWINGS PER PRECAST STRUCTURE AND ALL CONNECTIONS, INCLUDING CONNECTION TO BASE SLAB, SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TENNESSEE FOR THE APPLIED USE AS AN INTAKE STRUCTURE SUBJECTED TO A RIVERINE ENVIRONMENT. 8. OWNER WILL SUPPLY PRECAST STRUCTURES, PUMPS, PUMP CONTROLLER, HATCHES,SLIDE GATE, AND SCREEN. CONTRACTOR SHALL ACCEPT AND INSTALL OWNER SUPPLIED EQUIPMENT AND PROVIDE ANY AND ALL APPURTENANCES TO COMPLETE THE WORK.
AutoCAD SHX Text 5"
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2" ELBOW, 2" TEE, VALVE AND CAM-LOK FITTING, SEE SECTION BELOW
AutoCAD SHX Text PRECAST CLOUD (OR EQUAL) OR 12" BASE, 6" WALLS AND TOP SLAB ALL REINFORCED WITH #4 @ 12" O.C.E.W.
AutoCAD SHX Text N.T.S.
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%%U BRACKET DETAIL
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12" PVC DROP PIPE
AutoCAD SHX Text 3/16" X 1 1/2" GALV. STRAPS W/ 1/2" GALV. BOLT ANDEXPANSION ANCHORS. STRAPS TOP AND BOTTOM, 2" MIN. SPACING.
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1 1/2" X 1/2" GALVANIZEDBOLT AND NUT.
AutoCAD SHX Text 4" X 4" X 6" HARDWOOD BLOCKING CUT TO CONTOUR OF MANHOLE AND PIPE FOR BELL CLEARANCE.
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2" SS VENT WITH INSECT SCREEN
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SCALE: 1/2" = 1'-0"
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%%UINTAKE STRUCTURE, PUMPS & VALVE BOX
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PUMP STATION ID
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RAW WATER INTAKE
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DISCHARGE PIPING TABLE
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DISCHARGE ELBOW
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FLASHING RED ALARM LIGHT
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WEATHERPROOF CONTROL BOX, SEE NOTE 6.
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POWER SUPPLY CONDUIT FROM SERVICE POLE, SEE NOTE 6
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CORD SEAL CONNECTORS FOR POWER AND CONTROL CORDS (NOT SHOWN)
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CONCRETE BASE SLAB.
AutoCAD SHX Text L:\Engineering\707 TWRA\707-190 Lillard Mill\DRAWINGS\RAW WATER INTAKE\Drawings submitted to TWRA - Final Review Set\707-190 Sht 5 Intake Structure Details 6-16-26.dwg LAYOUT: MODEL SAVED: 6/17/2026 2:48 PM PAGESETUP: ---- PLOTTED: 6/18/2026 LAYOUT: MODEL SAVED: 6/17/2026 2:48 PM PAGESETUP: ---- PLOTTED: 6/18/2026 MODEL SAVED: 6/17/2026 2:48 PM PAGESETUP: ---- PLOTTED: 6/18/2026 SAVED: 6/17/2026 2:48 PM PAGESETUP: ---- PLOTTED: 6/18/2026 6/17/2026 2:48 PM PAGESETUP: ---- PLOTTED: 6/18/2026 PAGESETUP: ---- PLOTTED: 6/18/2026 ---- PLOTTED: 6/18/2026 PLOTTED: 6/18/2026 6/18/2026
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72" PRECAST INLET STRUCTURE
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48" SQ.
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3'-0" HATCH OPENING
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3'-0" HATCH OPENING
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3'-0" HATCH OPENING
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2'-6" HATCH OPENING
AutoCAD SHX Text 8"
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AutoCAD SHX Text 1'-0"
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36" OPENING
AutoCAD SHX Text N.T.S.
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%%UCONTROLS DETAIL
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NOTE: CONTROLS TO BE MOUNTED NEAR HATCHERY BUILDING
AutoCAD SHX Text 8"
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BEDROCK
AutoCAD SHX Text DRILL AND EPOXY #7 REBAR @ 2' O.C. EACH WAY INTO BEDROCK AND TIE TO BASE SLAB REBAR
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SUPPORT SHELF DEPTH
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VARIES WITH SIZE
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%%UBILCO TYPE J-3ALH20 ACCESS DOOR
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CONTINUOUS EPDM DEBRIS GASKET
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LOCK STRIKE
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REMOVABLE ANCHOR
AutoCAD SHX Text 3 1/2"
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1-1/2" DRAIN COUPLING TO INSIDE MANHOLE
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STAINLESS STEEL SLAM LOCK
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AUTOMATIC HOLD OPEN ARM AND COVER RELEASE
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REMOVABLE SQUARE KEY WRENCH W/DETENT
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REMOVABLE PLUG
AutoCAD SHX Text 1/4" (6.35mm) DIAMOND PLATE COVER
AutoCAD SHX Text 1/4" (6.35mm) CHANNEL FRAME EXTRUDED ALUMINUM
AutoCAD SHX Text 3 1/2"
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FORGED ALUMINUM HINGES STAINLESS STEEL PINS
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NEOPRENE BUMPER
AutoCAD SHX Text LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND ELECTRCOATED COMPRESSION SPRINGS
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 11 11/16"
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RIVERBED EL. ±603.33
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EL. ±602.33
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GROUT TYPICAL ALL CORNERS
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48" OPENING
AutoCAD SHX Text 44" WIDE X 56" TALL S.S. WEDGE WIRE SCREEN W/ FRAME EXTERNALLY MOUNTED TO PRECAST STRUCTURE
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EL. ±603.83
AutoCAD SHX Text 6" X 6" X 3/8" ANGLE IRON WITH 5/8" STAINLESS STEEL ANCHOR BOLTS AND 1" SS WASHER INTO BASE SLAB AND PRECAST STRUCTURE EVERY 12" O.C., 3" MINIMUM AWAY FROM EDGES. COORDINATE 3/4" DIAMETER HOLE LOCATIONS WITH PRECASTER. THROUGH BOLT ANCHORS TO PRECAST STRUCTURE.
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3' WIDE X 4'HIGH SLIDE GATE TO BE FONTAINE MODEL S-22
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18" MIN. BELOW GROUND SURFACE
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2" DRAIN PORTSW/ GRATES
AutoCAD SHX Text 3'-0"
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2" THREADED CAM-LOK FITTING WITH PROTECTIVE CAP
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2" UNION, TYP.
AutoCAD SHX Text 3' WIDE X 4'HIGH SLIDE GATE TO BE FONTAINE MODEL S-22, COORDINATE INTERIOR MOUNTING WITH PRECASTER
AutoCAD SHX Text 3 1/8"
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AutoCAD SHX Text 4"
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EPDM
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WALL GASKET
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EPDM
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COMPRESSION
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CORD
AutoCAD SHX Text S.S. 316L
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SLIDE
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1/4" THICK
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UHMWPE
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SIDE SEAL
AutoCAD SHX Text S.S. 316L
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FRAME
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1/4" THICK
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SIDE SEAL CROSS SECTION
AutoCAD SHX Text 3 1/8"
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EPDM
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WALL GASKET
AutoCAD SHX Text S.S. 316L
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SLIDE
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1/4" THICK
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EPDM
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BOTTOM SEAL
AutoCAD SHX Text S.S. 316L
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FRAME
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1/4" THICK
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BOTTOM SEAL CROSS SECTION
AutoCAD SHX Text 3 1/8"
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EPDM
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WALL GASKET
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EPDM
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COMPRESSION
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CORD
AutoCAD SHX Text S.S. 316L
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SLIDE
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1/4" THICK
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UHMWPE
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TOP SEAL
AutoCAD SHX Text S.S. 316L
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FRAME
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1/4" THICK
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TOP SEAL CROSS SECTION
AutoCAD SHX Text NOTE A : ANCHORS SS 316 TO BE SUPPLIED BY CONTRACTOR. MECHANICAL: HILTI KWIK BOLT 3 OR BETTER, 1/2'' [13mm] DIA.X 3.5'' [89mm] EMBEDMENT IN 2000 PSI [14 Mpa] CONCRETE. ADHESIVE: HILTI HVA OR BETTER, 1/2'' [13mm] DIA.X 4.25'' [110mm] EMBEDMENT IN 2000 PSI [14 Mpa] CONCRETE. QTY: 28
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STEM EXTENSION PIPE S.S. 316L
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THRUST BEARING ASS'Y
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THRUST NUT BRONZE
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FRAME EXTENSIONS S.S. 316L
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YOKE S.S. 316L
AutoCAD SHX Text A
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4"MIN
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5" OF STEM
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SECTION A-A
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AutoCAD SHX Text 1'-4 "14"
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AutoCAD SHX Text General Notes 1. Drawing is not to scale 2. Design pressure: 6.00 m seating and unseating 3. Gates are fully compliant to AWWA C561-14
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T-WRENCH (1 SUPPLIED)
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NOTE A
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GATE S.S. 316L
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STEM
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STEM GUIDE S.S. 316L & BUSHINGS UHMWPE QUANTITY 2 SEE NOTE A
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4'-0" CONCRETE OPENING
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INV. EL. ±603.83
AutoCAD SHX Text 8'-11 "14"
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OPERATING SQUARE NUT ALUMINUM
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%%USTAINLESS STEEL SLIDE GATE - SERIES 20
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OPERATING SQUARE NUT ALUMINUM
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TENNESSEE WILDLIFE RESOURCES AGENCY
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LILLARD'S MILL ACCESS AREA
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MARSHALL COUNTY, TENNESSEE
AutoCAD SHX Text 44" WIDE X 56" TALL S.S. WEDGE WIRE SCREEN W/ GUIDE RAILS/FRAME EXTERNALLY MOUNTED TO PRECAST STRUCTURE, COORDINATE MOUNTING WITH PRECASTER
AutoCAD SHX Text 3"
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text 6 "12"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 6 "12"
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FLYGHT PUMP NP 3127 (2) SEE NOTE 8
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FLYGHT PUMP NP 3127 (2)
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2" SS VENT WITH INSECT SCREEN
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MIN. DISTANCE REQUIRED FROM GATE INVERT TO OPERATING FLOOR IS 128.93 INCHES
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128.93" DISTANCE REQ'D
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2" ELBOW, 2" TEE AND VALVE
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2" FORCE MAIN
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PUMP OFF
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EL. 604.33
AutoCAD SHX Text 6"
AutoCAD SHX Text PRECAST CLOUD (OR EQUAL) OR 12" BASE, 6" WALLS AND TOP SLAB ALL REINFORCED WITH #4 @ 12" O.C.E.W.
AutoCAD SHX Text NOTE: BOTTOM OF BASIN MUST HAVE SMOOTH TROWELED SURFACE FOR MTG. SUPPORT CASTING.
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%%U SECTION
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#7 @ 12" O.C.E.W. TOP AND BOTTOM
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SCALE: 1/2" = 1'-0"
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%%UINTAKE STRUCTURE, SLAB
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12" MIN.
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BEDROCK
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DRILL AND EPOXY #7 REBAR @ 2' O.C. INTO BEDROCK AND TIE TO BASE REBAR
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RIVERBED EL. ±603.33
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EL. ±602.33
AutoCAD SHX Text 6" X 6" X 3/8" 304 S.S. ANGLE IRON WITH 5/8" STAINLESS STEEL ANCHOR BOLTS AND 1" SS WASHER INTO BASE SLAB AND PRECAST STRUCTURE EVERY 12" O.C., 3" MINIMUM AWAY FROM EDGES. COORDINATE 3/4" DIAMETER HOLE LOCATIONS WITH PRECASTER. THROUGH BOLT ANCHORS TO PRECAST STRUCTURE.
AutoCAD SHX Text 6"x6"x3/8" 304 S.S. ANGLE
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APPLY BUTYL MASTIC AT CONNECTIONS AND JOINTS
AutoCAD SHX Text 1'-0"
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AutoCAD SHX Text 10" X 10" X 1/8" PRIMED AND PAINTED STEEL PLATE COVER. SECURE WITH 4 TAPCON SCREWS. PLACE SILICON BEAD AROUND EDGES.
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CAST CONCRETE
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STRUCTURE SECTION PLATE CONNECTIONS ALL SIDES. COORDINATE WITH PRECASTER
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3/8" 304 S.S. WITH 5/8" S.S. STEEL BOLTS AND WASHER WITH LOCK RINGS.
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text 6'-0"
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6" STEEL CASING THROUGH GABIONS AND STONE SEALED WITH FERNCO COUPLING
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6" STEEL CASING THROUGH GABIONS AND STONE SEALED WITH FERNCO COUPLING
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3" X 2" REDUCER
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3" X 2" REDUCER, TYP.
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6" STEEL CASING THROUGH GABIONS AND STONE SEALED WITH FERNCO COUPLING
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6" STEELSLEEVE
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LID TO RISERS PRECAST BOLTED CONNECTIONS
AutoCAD SHX Text NOTE: COORDINATE PRECAST TO CAST-IN-PLACE SLAB CONNECTION WITH PRECASTER, SEE NOTE 7.
AutoCAD SHX Text NOTE: COORDINATE PRECAST TO CAST-IN-PLACE SLAB CONNECTION WITH PRECASTER, SEE NOTE 7.
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INSIDE WALL OF WETWELL
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3" CLR., TYP.
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3" CLR., TYP.
AutoCAD SHX Text 10'-0"
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8" MIN. EMBEDMENT
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DUPLEX PUMP STATION SCHEDULE
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PUMP DESIGN FLOW, Q (GPM)
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Q = 80 GPM Q = 35 GPM
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AutoCAD SHX Text FORCEMAIN LENGTH (ft.)
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AutoCAD SHX Text FORCEMAIN DIAMETER (inches)
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FORCEMAIN DISCHARGE ELEVATION
AutoCAD SHX Text ±665
AutoCAD SHX Text TOTAL DYNAMIC HEAD (ft.)
AutoCAD SHX Text 114 (Q ) 69 (Q )
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PUMP MODEL #
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FLYGT NP3127 SH3 ~ APAPTIVE 249 146 MM IMPELLER
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HP
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POWER (VOLTAGE, PHASE, FREQUENCY)
AutoCAD SHX Text 230, 3, 60
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NOTES
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1. PROVIDE VARIABLE FREQUENCY DRIVE PROVIDE VARIABLE FREQUENCY DRIVE FOR PHASE CONVERTER FOR SINGLE PHASE POWER SUPPLY. 2. CONTRACTOR TO COORDINATE AND CONTRACTOR TO COORDINATE AND PROVIDE STARTUP OF PUMP SYSTEM WITH PUMP SUPPLIER.
AutoCAD SHX Text 6/16/26
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SUBMITTED TO TWRA - FINAL REVIEW SET
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RWM
BH01634
Sticky Note
| 707-190 Sht 0 Cover Sheet 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 1 Existing Conditions 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 2 Erosion Control Plan 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 3 Site Plan 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 4 River Bank & Structure Intake and Section 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 5 Intake Structure Details 6-16-26 |
| Sheets and Views |
| Model |
| 707-190 Sht 6 Erosion Control Details 6-16-26 |
| Sheets and Views |
| Model |
30925_Elect
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