A06_Rice_Trunk_Plan_Specifications.pdf

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Attached to
Rice Trunk Replacement on Combahee Fields Unit (Er Federal contract opportunity
Solicitation number
140FC124R0031
Issued by
Department of the Interior Fish and Wildlife Service

About this file

This document package includes engineering plans and specifications for a federal contract opportunity to replace rice trunks on Combahee Fields Unit of the Ernest F. Hollings ACE Basin National Wildlife Refuge. The plans show details for constructing seven new rice trunk structures to specifications, including dimensions, materials, and installation methods. The related solicitation is for rice trunk replacement work on the refuge and involves removing existing structures and installing the new trunks according to the provided design packages. The contracting agency is the U.S. Fish and Wildlife Service within the Department of the Interior. The response due date and award timing are not stated but the opportunity is specific to replacing infrastructure at the named wildlife refuge location.

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Other files for this federal contract opportunity

Other files attached to Rice Trunk Replacement on Combahee Fields Unit (Er, newest first.
File Type Posted
B03_DOL_Wage_Determination_SC20240004_01_05_2024.pdf PDF
Past_Experience_Questionnaire.pdf PDF
Sol_140FC124R0031.pdf PDF
B03_DOL_Wage_Determination_SC20240041_01_05_2024.pdf PDF
A04_Scope_of_Work.docx DOCX document

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SHEET NUMBER

or 1-800-DIG-TESS

DIG TESS

CALL BEFORE YOU DIG

(@ least 72 hours prior to digging)

STOP!

CALL: 811 (local)

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AutoCAD SHX Text CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.

AutoCAD SHX Text INDEX INDEX C1 COVER SHEET C2 PROJECT OVERVIEW C3 RICE TRUNK DETAILS C4 RICE TRUNK DETAILS C5 MISCELLANEOUS DETAILS

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IN COLLETON COUNTY

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AutoCAD SHX Text DUCKS UNLIMITED INC. SOUTHERN REGIONAL OFFICE 193 Business Park Drive; Suite E Ridgeland, MS 39157 C.O.R. C02504 EXPIRES: 3/31/25

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BARNWELL

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HAMPTON

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BEAUFORT

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CHARLESTON

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DORCHESTER

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GEORGETOWN

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HORRY

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DILLON

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COMBAHEE FIELDS RICE TRUNK 2023 PROJECT

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TO COMBAHEE ROAD & USFWS SHOP

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UNIT C-1

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UNIT C-5

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UNIT C-4

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UNIT C-6

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UNIT C-6

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UNIT C-7

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UNIT C-3

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UNIT C-2

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BASE EL. 4.95

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CP #2 EL. 4.36

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CP #3 EL. 3.13

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ACCESS ROAD

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AutoCAD SHX Text THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DUCKS UNLIMITED, INC. SHALL BE WITHOUT LIABILITY TO DUCKS UNLIMITED, INC.

AutoCAD SHX Text DUCKS UNLIMITED INC. SOUTHERN REGIONAL OFFICE 193 Business Park Drive; Suite E Ridgeland, MS 39157 C.O.R. C02504 EXPIRES: 3/31/25

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HORIZONTAL BOARD PLACEMENT FOR BULKHEAD WALL NOT TO SCALE

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RICE TRUNK DETAILS NOT TO SCALE

AutoCAD SHX Text NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING AND THE CONTRACTOR IS RESPONSIBLE FOR DE-WATERING AND CONSTRUCTING COFFER DAMS AS NECESSARY TO ALLOW FOR THE INSTALLATION OF THE STRUCTURE. AFTER COMPLETION OF THE STRUCTURE INSTALLATION, THE CONTRACTOR SHALL REMOVE ANY COFFER DAMS AND RESHAPE THE GROUND AND CANAL TO THEIR PRE-CONSTRUCTION ELEVATIONS AND SHAPE. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL MATERIAL WHICH MAY BE PRESENT THAT MAY INHIBIT THE DRIVING OF THE TIMBER PILES AND VERTICAL 3" x 12" MEMBERS. 3. THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS BEFORE ORDERING MATERIALS. 4. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE ADDITIONAL THE CONTRACTOR WILL BE REQUIRED TO PROVIDE ADDITIONAL EXCAVATION TO TIE PROPOSED RICE TRUNK CANAL INTO EXISTING CANALS. 5. EXISTING RICE SHALL BE REMOVED AND BACK FILLED IN A MANNER EXISTING RICE SHALL BE REMOVED AND BACK FILLED IN A MANNER SUITABLE TO USFWS STAFF.

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IMPOUNDMENT WINGWALL ELEVATION PLAN NOT TO SCALE

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CANAL WINGWALL ELEVATION PLAN NOT TO SCALE

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1'-8" (TYP.)

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RICE TRUNK #1

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EL. "G"

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EL. "F"

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EL. "E"

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EL. "D"

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STRUCTURE

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RICE TRUNK TABLE

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EL. "G"

AutoCAD SHX Text THE TRUNK (5' WIDE x 18" HIGH) IS TO BE SET AT THE ELEVATIONS SHOWN IN THE TABLE.

AutoCAD SHX Text NOTE: BULKHEAD WINGWALLS NOT SHOWN FOR CLARITY BULKHEAD WINGWALLS NOT SHOWN FOR CLARITY

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TRUNK SIZE INSIDE DIMENSION

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RIVER (EXTERIOR) SIDE

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25' PILE

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25' PILE

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25' PILE

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25' TREATED TIMBER PILE

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BULKHEAD WALL (SEE DETAILS - SHEET 4)

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2.0' BELOW "A"

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WOODEN BULKHEAD (SEE BULKHEAD WALL DETAILS - SHEET C5)

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RICE TRUNK

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EL. C TOP OF RISER SHALL HAVE 1-1/2" ALUMINUM GRATING ON TOP

AutoCAD SHX Text TOP AND BOTTOM BOARDS SHALL BE ROUGH CUT 3" x 12"s (ACTUAL DIMENSION) SIDE BOARDS SHALL BE 4" x 18" (ACTUAL DIMENSION) AND SHALL BE CONTINUOUS IN LENGTH. (NO SPLICES ALLOWED)

AutoCAD SHX Text 4" x 6" MUD SEAL (TYP.)

AutoCAD SHX Text PUNCH-IN BOARDS SHALL BE 16' LONG, 3" x 12" SLOPPY-V (TYP.)

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3/4" S.S. CABLE

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EARTH FILL

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GATE ASSEMBLY (TYP.)

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STOPLOG RISER

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ELEVATION

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TRUNK OR SPILLWAY BOX

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25' PILE

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WOODEN SPLASH PAD (SEE DETAILS - SHEET C5)

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RICE TRUNK #2

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INTERIOR RICE TRUNK

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RICE TRUNK TO BE DOUBLE DECKED (TOP & BOTTOM) BETWEEN BULKHEAD WALLS

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REMOVED BOTTOM S.S. CABLE

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JWW

11/7/23

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AutoCAD SHX Text DUCKS UNLIMITED INC. SOUTHERN REGIONAL OFFICE 193 Business Park Drive; Suite E Ridgeland, MS 39157 C.O.R. C02504 EXPIRES: 3/31/25

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THESE DIMENSIONS LISTED ARE FOR SMOOTH SIDES

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11-1/2" TYP.

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SPLASH PAD FRAME PLAN VIEW NOT TO SCALE

AutoCAD SHX Text 4" x 10" P.T. LUMBER BEAMS (TYP.)

AutoCAD SHX Text 4" x 8" P.T. LUMBER JOISTS

AutoCAD SHX Text 8" x 8" P.T. SQUARE PILES (TYP.) 12' LONG (TYP.) EXTENDED PILES 20" ABOVE DECKING FOR SIDE SPLASH BOARDS

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 4" x 8" P.T. LUMBER JOISTS

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DECKING TO EDGE OF FRAMING

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TREATED TIMBER PILE 25' LONG (TYP.) (MIN. TIP DIAMETER OF 10")

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GEOTEXTILE FABRIC

AutoCAD SHX Text 3/4" DIA. S.S. CABLE WITH CABLE CLAMPS AS REQUIRED (TYP.) (4 S.S. CLAMPS PER EACH END OF CABLE)

AutoCAD SHX Text MUST BORE HOLES THROUGH THE BULKHEAD WALLS TO ALLOW THE CABLE TO PASS THROUGH (TYP.)

AutoCAD SHX Text TREATED 2" x 12" TOP CAP BOARD ALONG ENTIRE TOP (TYP.)

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NOTCH PILE AWAY FROM TOP CAP

AutoCAD SHX Text 3" x 12" HORIZONTAL BOARDS (TYP.)

AutoCAD SHX Text 3" x 12" SLOPPY-V VERTICAL BOARDS (TYP.)

AutoCAD SHX Text 4" x 6" HORIZONTAL ROUGH CUT WALER (TYP.)

AutoCAD SHX Text 3" x 12" SLOPPY-V VERTICAL BOARDS (TYP.)

AutoCAD SHX Text 3" x 12" HORIZONTAL BOARDS (TYP.)

AutoCAD SHX Text 3/4" S.S. MACHINE BOLT WITH 2 OGEE S.S. WASHERS (TYP.) DO NOT SPLICE THE UPPER AND LOWER WALER AT THE SAME PILE. ALTERNATE THE SPLICES BETWEEN PILES

AutoCAD SHX Text 3/4" DIA. S.S. CABLE WITH CABLE CLAMPS AS REQUIRED (TYP.) (4 S.S. CLAMPS PER EACH END OF CABLE)

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GEOTEXTILE FABRIC

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VERTICAL BOARDS

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NAILS (TYP.)

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HORIZONTAL BOARDS

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BLOCKING INSTALLED TO PREVENT BACKFLOW OF WATER TOWARD BULKHEAD (BOTH SIDES)

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REVISIONS

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BY

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DATE

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DESIGNED BY:

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DRAWN BY:

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SURVEYED BY:

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DATE:

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PROJECT NO.

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CHECKED BY:

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CONTRACT NO.

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SAMS NO.

AutoCAD SHX Text THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY DUCKS UNLIMITED, INC. SHALL BE WITHOUT LIABILITY TO DUCKS UNLIMITED, INC.

AutoCAD SHX Text DUCKS UNLIMITED INC. SOUTHERN REGIONAL OFFICE 193 Business Park Drive; Suite E Ridgeland, MS 39157 C.O.R. C02504 EXPIRES: 3/31/25

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JWW

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LSM

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FDB

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DU-SC-40-100

AutoCAD SHX Text 10/23

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INC.

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UNLIMITED

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DUCKS

Sheets and Views
Ace Basin NWR - Combahee Fields SC-40-100-1
Ace Basin NWR - Combahee Fields SC-40-100-2
Ace Basin NWR - Combahee Fields SC-40-100-3
Ace Basin NWR - Combahee Fields SC-40-100-4
Ace Basin NWR - Combahee Fields SC-40-100-5

File details come from the government source that posted it. Updated .