Waubay_Well_Replacement_Drawings.pdf

PDF 2 MB Posted May 15, 2024

Attached to: Well Replacement - Waubay NWR, SD Federal contract opportunity
Solicitation number: 140FC224Q0028
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · May 20, 2024

This document appears to be a set of technical drawings and specifications for the replacement of a well at the Waubay National Wildlife Refuge in South Dakota. The drawings detail the layout of the proposed well house, electrical system, and required piping. Key details include:

The solicitation number is 140FC224Q0028 for a Well Replacement at the Waubay NWR in South Dakota, issued by the U.S. Fish and Wildlife Service. The drawings provide specifications for a new 8x8 well house, including a concrete slab, 7-8 foot roll-up door, floor drain, water filtration and treatment equipment, and piping connections to the existing water system. Approximately 220 linear feet of buried electrical line and 97 linear feet of 1.25" PE pipe are required. Contractors will be responsible for site access, demolition of the existing well house, and abandoning the existing well. Restrained pipe fittings and thrust block dimensions are specified for the new piping system.

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Other files for this federal contract opportunity

Other files attached to Well Replacement - Waubay NWR, SD, newest first.
File	Type	Posted
Wage_Determination_SD20230032_0001.pdf	PDF	May 20, 2024
Sol_140FC224Q0028_Amd_0001.pdf	PDF	May 20, 2024
Waubay_Well_Replacement_Specifications.pdf	PDF	May 15, 2024
Provisions_and_Clauses.doc	DOC document	May 15, 2024
Sol_140FC224Q0028.pdf	PDF	May 15, 2024

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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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NO SCALE

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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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DATE

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SAFETY

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CULTURAL RESOURCES

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DATE

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DATE

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WAUBAY

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NATIONAL WILDLIFE REFUGE

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DAY COUNTY

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SOUTH DAKOTA

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WELL REPLACEMENT

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COVER SHEET

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MAW

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MAW

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6R-SD-176-24-008

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WAUBAY NWR

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WELL REPLACEMENT

AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C SITE LAYOUT AND NOTES 3 - 2C PHOTOS 4 - 3C WELL HOUSE 5 - 4C MISC. DETAILS 6 - 5C MISC. DETAILS 2

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SCALE 1" = 3,000'

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SCALE 1" = 30,000'

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WAUBAY NWR

CITY OF GRENVILLE

DESIGNED

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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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SUB-SHEET

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WAUBAY NWR

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WELL REPLACEMENT

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MAW

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MAW

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6R-SD-176-24-008

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SITE LAYOUT AND NOTES

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AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.

AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 CONTACT: MICHAEL WANDERSEE TELE: 720-813-8224 STATION: BRAD JOHNSON 44401 134A ST WAUBAY, SD 57273 STATION MANAGER: TELE: 605-947-4521

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POTENTIAL SITE ACCESS

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ELECTRICAL SITE TO DISCONNECT

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POTENTIAL SITE ACCESS

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EXISTING 8X8 WELL HOUSE TO DEMO

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EXISTING WELL TO ABANDON

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CAP LINE WITH RESTRAINT

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EST. 220LF ELECTRICAL LINE TO MECHANICAL ROOM; BURIED 3FT WITH CONDUIT CASING

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CURB STOP

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WELL

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YARD HYDRANT

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EST. 97LF PE 1.25"

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CONNECT TO EXISTING SYSTEM

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WELL HOUSE

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CONCRETE SLAB 14X5X5"

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1: WELL HOUSE INSIDE VIEW 1

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2: WELL HOUSE INSIDE VIEW 2

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3: WELL HOUSE INSIDE VIEW 3

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5: ELECTRICAL SYSTEM

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4: WELL AND WELL HOUSE

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DESIGNED

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WAUBAY NWR

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PHOTOS

1: WELL HOUSE PLAN VIEW

1"=3'

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3: FLOOR DRAIN

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MAW

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WELL HOUSE

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PITCHED ROOF THAT DOES NOT SLOPE TOWARDS DOOR

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5" THICK CONCRETE; TAPER TO ALLOW SKIDSTEER TO DRIVE UP CONCRETE ACCESS

AutoCAD SHX Text 4" THICK STRUCTURAL FILL; 2" UNDER CONCRETE; 20 DEGREES OR LESS TO MEET CONCRETE; 2" ABOVE FINAL GRADE

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CAST IRON GRATE WITH 4" PIPE

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SLOPE FLOOR TO DRAIN

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14" DIAMETER FILTRATION

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INCOMING WATER

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CHECK VALVE

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WATER METER

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PRESSURE GAUGE

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12" DIAMETER SAND FILTRATION

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12" DIAMETER WATER SOFTENER

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BLUE CANISTER FILTER

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24" DISINFECTION STORAGE

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DISINFECTION INJECTION SYSTEM AND 22" INJECTION TANK

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22" PRESSURE TANK

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FLOOR DRAIN

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24" WATER STORAGE

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OUTGOING WATER

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CHECK VALVE

AutoCAD SHX Text NOTE: INSTALL HEATER INSTALL 2 UNUSED GFCI LOCATED WHERE CAN BE PLUGGED IN EASILY; IN ADDITION TOO OTHERS NEEDED FOR EQUIPMENT INSTALL CONCRETE PAD INSTALL FLOOR DRAIN INSTALL STAINLESS STEEL STRAP TO HOLD PIPE TO WALL MOVE EQUIPMENT FROM OTHER WELL HOUSE INSTALL PIPPING (EST. 25LF)

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3 FOOT WIDE DOOR

7 TO 8 FOOT WIDE ROLL UP DOOR THAT IS INSULATED AND MEETS THE AESTHETICS OF THE BUILDING

RESTRAINED MECHANICAL PIPE JOINT - APPLICATION CRITERIA

DESIGNED

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WAUBAY NWR

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WELL REPLACEMENT

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MAW

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6R-SD-176-24-008

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MISC. DETAILS

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%%UVERTICAL OFFSETS

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VERTICAL OFFSETS REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN THE CALCULATED

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LENGTH (L) ON BOTH SIDES OF THE UPPER

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AND LOWER FITTINGS. WHEN RESTRAINED

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LENGTHS OVERLAP ON THE DIAGONAL PIPE,

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ALL JOINTS BETWEEN THE FITTINGS SHOULD

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BE RESTRAINED.

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%%UDEAD ENDS (AND IN-LINE VALVES)

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DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS

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WITHIN THE CALCULATED LENGTH (L) EXTENDING

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FROM THE CAP. IN-LINE VALVES REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN A DISTANCE (L) EXTENDING

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EITHER SIDE OF THE VALVE.

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THRUST

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THRUST

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BRANCH

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%%UNOTE:

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SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

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THRUST

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%%UHORIZONTAL BENDS

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HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN THE CALCULATED LENGTH (L) ON

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BOTH SIDES OF THE FITTING.

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%%UTEES

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TEE FITTINGS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN A CALCULATED LENGTH (L)

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ALONG THE BRANCH PIPE. THE RESTRAINT

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DESIGN ALSO REQUIRES THE SELECTION

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TO BE FREE OF JOINTS.

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PIPE

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SIZE

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HORIZONTAL

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BENDS

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L FOR DEAD

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ENDS AND VALVES

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REDUCERS

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%%UNOTE:

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ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM

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VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING:

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1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE

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WITH LITTLE OR NO FINES.

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2. THE TEST PRESSURE IS 150 PSI.

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3. THE FACTOR OF SAFETY IS 1.5 TO 1.

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4. THE MINIMUM DEPTH OF BURY IS 3.0' OR AS INDICATED IN LAYOUT DRAWINGS.

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5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE

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OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED

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SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL

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IS TO BE COMPACTED TO 80%%% STANDARD PROCTOR.

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VERTICAL

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OFFSETS

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THRUST

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THRUST

1: TRENCH BOTTOM PREPARATION

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2: ALTERNATIVE TRENCH BOTTOM PREPARATION

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4: GRAVEL ROAD REPAIR

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4: WALL/SPRING BOX PENETRATION DETAIL

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7: THRUST BLOCK SETTINGS

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6: THRUST BLOCK SIZING

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5: ASPHALT & CONCRETE ROAD/LOT DETAIL

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3: GRAVEL TO CONCRETE/ASPHALT TRANSITION DETAIL

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DESIGNED

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DRAWING NO.

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SHEET

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WAUBAY NWR

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WELL REPLACEMENT

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MAW

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MAW

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6R-SD-176-24-008

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MISC. DETAILS 2

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EXISTING GRAVEL

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EXISTING GRAVEL

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TRENCH WALL

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COMPACTED BACKFILL

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PIPE

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PIPE

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HAND COMPACT IN 6" LIFTS FROM BOTTOM OF TRENCH TO 12" OVER PIPE CROWN

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CLEAN SAND OR CRUSHED ROCK

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UNDISTURBED SOIL

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BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE

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SLOPE, SHORE, AND/OR INSTALL TRENCH BOX AS REQUIRED PER OSHA

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BACKFILL

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INSTALL LINKSEAL LS-650-C-17 WITH 26 INCH CORE DRILLED HOLE, OR EQUIVALENT

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INSTALL CONTINUOUS PIPE THROUGH WALL

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INSTALL TRACER WIRE

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INSTALL TRACER WIRE

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THRUST BLOCK MINIMUM DIMENSIONS

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FITTING SIZES

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TEES & PLUGS

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90 DEG. BEND

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45 DEG. BEND & WYES

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REDUCERS & 22 1/2 DEG. BEND

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MIN.

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CAPPED END

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1/2 C.Y. CONCRETE MINIMUM

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UNDISTURBED EARTH

AutoCAD SHX Text NOTE: POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH TRANSITION GASKETS WILL NOT BE APPROVED

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

COMPACT TO 95%

AutoCAD SHX Text

IF DISTURBED, COMPACT TO 95%

AutoCAD SHX Text

GRAVEL UNDER CONCRETE/ASPHALT SHALL SLOPE AT A MIN. 60 DEGREES

AutoCAD SHX Text EXCAVATE AN ESTIMATED 4" OF GRAVEL BASE TO INSTALL PROPOSED GRAVEL; COMPACT ANY DISTURBED GRAVEL AND UNDERLAYERS

NO PARALLEL JOINT WITHIN 3 FEET OF TRANSITION

Sheets and Views

24-008 Waubay Well Replacement Drawings-Cover

24-008 Waubay Well Replacement Drawings-NOTES AND SITE

24-008 Waubay Well Replacement Drawings-SITE

24-008 Waubay Well Replacement Drawings-PHOTO

24-008 Waubay Well Replacement Drawings-WELL HOUSE

24-008 Waubay Well Replacement Drawings-PIPE

24-008 Waubay Well Replacement Drawings-PIPE 2

File details come from the government source that posted it. Updated May 20, 2024.