Attachment 1 - Drawings.pdf

PDF 4 MB Posted Mar 24, 2026

Attached to: Dubois Well Repair
Solicitation number: 1232SA26Q0355
Issued by: Department of Agriculture Agricultural Research Service

About this file

Written by GovTribe AI · Mar 24, 2026

These are the bid documents for a Water System Improvements project at the USDA Agricultural Research Service Range Sheep Production Efficiency Research Unit in DuBois, Idaho. The project involves comprehensive upgrades to the facility's water infrastructure, including installation of a new water well, renovation of the existing well house (Building 71), new water piping systems, and associated mechanical and electrical improvements.

The project scope encompasses drilling and equipping a new 8-inch well casing with a submersible pump (Grundfos Model 85S200-18 or equivalent) capable of delivering 60 GPM at 840 feet total dynamic head, installing a Baker Standard Industrial pitless unit with 48-inch bury depth, and connecting the new well to the facility's distribution system. Civil work includes installing approximately 125 linear feet of 4-inch C900 PVC pipe and 4-inch ductile iron pipe (DIP) with proper bedding, thrust blocks, and insulation board for freeze protection. The well house basement and first floor require extensive piping modifications including installation of butterfly valves, magnetic flow meters, check valves, tapping saddles, air release valves, and a 30-gallon chlorination tank with associated pump and tubing. Electrical work includes a new 480V three-phase 27-amp service for the auxiliary well, new pump controller/starter, telemetry PLC control panel, and connections to existing monitoring systems. The project is divided into two phases with specific sequencing requirements to maintain the existing chlorination system during construction. All work must comply with the Idaho Plumbing Code, Idaho Standards for Public Works Construction, and current IPDES permitting requirements for stormwater management.

View the file

Other files

File	Type	Posted
Well Project Sign In_Dubois_04_02_2026.pdf	PDF	Apr 10, 2026
USSES New Well Log 1937.pdf	PDF	Apr 10, 2026
USSES Main Well Log.pdf	PDF	Apr 10, 2026
Water line drawings from Well House.pdf	PDF	Apr 10, 2026
USSES East Well Log.pdf	PDF	Apr 10, 2026
Updated Specifications.pdf	PDF	Apr 10, 2026
Sol_1232SA26Q0355_Amd_0001.pdf	PDF	Apr 10, 2026
Responses to RFIs for Dubois Water Well.docx	DOCX document	Apr 10, 2026
Sol_1232SA26Q0355_v2.pdf	PDF	Apr 10, 2026
Sol_1232SA26Q0355.pdf	PDF	Mar 24, 2026
Attachment 2 - Specifications.pdf	PDF	Mar 24, 2026
Attachment 3 - Wage Determination ID20260046.pdf	PDF	Mar 24, 2026

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PROJECT LOCATION

G001

COVER SHEET

1C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

10-4-2025

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

P. LANE OF 13

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT

DUBOIS, ID

DRAWING TITLEDWG

NO.

INDEX OF DRAWINGS

DRAWING TITLEDWG

NO.

GENERAL

G001 COVER SHEET

CIVIL

C001 GENERAL NOTES AND LEGEND

C002 DEMOLITION PLAN

C003 OVERALL PHASING PLAN

C004 BUILDING 71 PHASING PLAN

C010 PROCESS AND INSTRUMENTATION DIAGRAM

C300 OVERALL WATER SYSTEM PLAN

C301 WATER LINE PLAN

C302 PROPOSED WELL HOUSE IMPROVEMENTS

C303 PROPOSED WELL HOUSE PROFILE

C304 NEW WATER WELL

C305 EX. WATER TANK IMPROVEMENTS

C306 PROPOSED VALVE VAULT

C400 CIVIL DETAILS

ELECTRICAL

E100 ELECTRICAL SIT E PLAN

E200 WELL HOUSE ELECTRICAL

AREA MAP LOCATION MAP

T. GOEBEL T. GOEBEL

T. GOEBEL

A-2 Clark County Rd

PROJECT LOCATION

100 mi

NORTH

10 mi

NORTH

BID DOCUMENTS

LEGEND

WATER MAIN

EXISTING PROPOSED

wm wm WM WM

FIRE SERVICEF F F F F

ASPHALT

CONCRETE

GRAVEL

LANDSCAPE

DOMESTIC WATER SERVICEWS WS WS WS

STORM DRAINst st ST ST

SANITARY SEWERss ss SS SS

BURIED POWERbp bp BP BP BP BP

BURIED TELEPHONEbt bt BT BT BT BT

BURIED GASgas gas GAS GAS GAS GAS

BURIED FIBER OPTICfo fo FO FO FO FO FO

FENCE - CHAINLINK

X X X X

FENCE - WOODEN

FENCE - BARBED WIRE

BUILDING

BUILDING ROOF OVERHANG

VEGETATION EXTENTS

PROPERTY LINE - SUBJECT

WSO

H Y D

PROPERTY LINE - ADJACENT

CONTROL POINT

FOUND PROPERTY CORNER AS NOTED

FIRE HYDRANT/ CONTROL POINT HYDRANT

WATER VALVE

WATER SHUTOFF

WATER WELL

STORM DRAIN MANHOLE

STORM DRAIN INLET STRUCTURE

STORM DRAIN CURB INLET

SANITARY SEWER MANHOLE

SANITARY SEWER CLEANOUT

UTILITY POLE

GUY WIRE

LIGHT POLE (ONE LIGHT AND DIRECTION)

LIGHT POLE

TRANSFORMER

POWER METER OR POWER HANDHOLE

GAS METER

TELEPHONE PEDESTAL

IRRIGATION CONTROL VALVE

POLE SIGN AND DOUBLE POLE SIGN

BOLLARD (OR AS NOTED)

DECIDUOUS TREE

CONIFEROUS TREE

BUSH

Y D

WSO

STORM DRAIN CLEANOUT

STORM DRAIN OUTLET STRUCTURE

STORM DRAIN ROOF DOWNSPOUT

VERTICAL CURB

CURB AND GUTTER

CURB AND GUTTER - CATCH

CURB AND GUTTER - SPILL

NOTE: ALL EXISTING LAYERS SUBJECT TO DEMOLITION TO BE SHOWN DARKER THAN INDICATED IN

THIS LEGEND.

EASEMENT

OVERHEAD POWERoh oh OHP OHP OHP

HEAVY DUTY CONCRETE

REINFORCED CONCRETE

PARKING STALL COUNT#

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

GENERAL NOTES AND LEGEND

ABBREVIATIONS

@ AT

AB ABANDONED

AHJ AUTHORITIES HAVING JURISDICTION

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

BC BACK OF CURB

BCR BACK OF CURB RADIUS

BM BENCHMARK

BOT BOTTOM

BP BURIED POWER

BT BURIED TELEPHONE

BW BOTTOM OF WALL

C&G CURB & GUTTER

CATV, TV CABLE TELEVISION

CI CAST IRON

CIPP CURED IN PLACE PIPE

℄, CL CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

D, DIA DIAMETER

DG DECOMPOSED GRANITE

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DOM DOMESTIC WATER

DW DRIVEWAY

DWG DRAWING

EG EXISTING GRADE

ELEC, E ELECTRIC

EL, ELEV ELEVATION

EOP, EP EDGE OF PAVEMENT

ESCP EROSION AND SEDIMENT CONTROL PLAN

EX EXISTING

FC FACE OF CURB

FG FINISHED GRADE

FH, HYD FIRE HYDRANT

FL FLOW LINE

FT FOOT, FEET

G GAS

GM GAS METER

GV GAS VALVE

GW GUY WIRE

HP HIGH PRESSURE

IE INVERT ELEVATION

INT INTERSECTION

IRR IRRIGATION

L LENGTH

LF LINEAL FOOT, LINEAR FEET

LS LANDSCAPING

LT LEFT

MEG MATCH EXISTING GRADE

MH MANHOLE

MTR METER

NTS NOT TO SCALE

OC ON CENTER

OH, OHP OVERHEAD, OVERHEAD POWER

OHU OVERHEAD UTILITIES

PB PULL BOX

PC POINT OF CURVATURE

PIP PROTECT IN PLACE

⅊, PL PROPERTY LINE

PP POWER POLE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RIM RIM OF MANHOLE LID OR GRATE

ROW RIGHT OF WAY

SF SQUARE FOOT, SQUARE FEET

SP SPECIAL PROVISIONS

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STORM DRAIN

STA STATION

STCB STORM CATCH BASIN

STCI STORM CURB INLET

STD STANDARD

STMH STORM MANHOLE

STYD STORM YARD DRAIN

SW SIDEWALK

SWPPP STORMWATER POLLUTION

PREVENTION PLAN

SY SQUARE YARD

T, TEL TELEPHONE

TA TOP OF ASPHALT

TB THRUST BLOCK

TBC TOP BACK OF CURB

TC TOP OF CONCRETE

TEMP TEMPORARY

TRANS TRANSITION

TW TOP OF WALL

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

WM WATER MAIN

WV WATER VALVE

W/ WITH

Δ DELTA

GENERAL NOTES

1. ALL WORK, MATERIALS AND DETAILS PERTAINING TO CONSTRUCTION SHALL BE IN

COMPLETE ACCORDANCE WITH THE IDAHO PLUMBING CODE, TITLE 54, CHAPTER 26 AND THE

STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION & ADDENDUMS,

PROJECT SPECIFICATIONS AND ALL OTHER GOVERNING AGENCIES' STANDARDS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR STORM WATER QUALITY DURING

CONSTRUCTION. CONTRACTOR SHALL OBTAIN AND COMPLY WITH ALL CURRENT

REQUIREMENTS OF IDAHO POLLUTION DISCHARGE ELIMINATION SYSTEM (IPDES) IF

GREATER THAN 1 ACRE OF DISTURBANCE, INCLUDING THE PREPARATION AND

MAINTENANCE OF A STORMWATER PREVENTION PLAN (SWPPP) THROUGHOUT THE

DURATION OF THE PROJECT.

3. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL

TIMES DURING CONSTRUCTION.

4. THE CONTRACTOR SHALL CONTROL DUST IN ACCORDANCE WITH REGULATIONS OF LOCAL

AIR POLLUTION CONTROL AUTHORITY.

5. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES.

THE CONTRACTOR IS RESPONSIBLE TO REPAIR BACK TO ORIGINAL OR BETTER CONDITION IF

DAMAGE HAS OCCURRED DURING CONSTRUCTION.

6. CONTRACTOR SHALL REVIEW EXISTING CONDITIONS AND COORDINATE WITH CONTRACTING

OFFICER AND ENGINEER PRIOR TO EARTH DISTURBING ACTIVITIES.

7. TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE

BARRICADES AND SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD) GUIDANCE. EFFECTIVE LIGHTING OF OBSTRUCTIONS SHALL BE

PROVIDED AT NIGHT.

8. CONTRACTOR WILL SECURE ALL NECESSARY PERMITS REQUIRED FOR THE COMPLETION OF

THE PROJECT. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH

PERMIT REQUIREMENTS.

9. UNLESS OTHERWISE INDICATED, ALL CONSTRUCTION STAKING SHALL BE PERFORMED

UNDER THE RESPONSIBLE CHARGE OF AN IDAHO LICENSED LAND SURVEYOR.

10.SAFETY - NEITHER THE CONTRACTING OFFICER OR THE ENGINEER SHALL BE RESPONSIBLE

FOR COMPLIANCE WITH SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH

STANDARDS, LAWS, AND REGULATIONS.

ATTENTION:

CALL AT LEAST 2 WORKING DAYS

BEFORE YOU DIG

811 OR 1-800-227-9187

A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO

ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN

AVAILABLE ONE-CALL NOTIFICATION SYSTEM TO DETERMINE

LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING

LOCATION INFORMATION OR MARKINGS AND SUBSEQUENT DAMAGES A

PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, OR

BOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY

ACCIDENT CAUSED BY AN EXCAVATOR.

11.THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON THE

CONSTRUCTION SITE AT ALL TIMES. ANY DEVIATIONS IN CONSTRUCTION FROM THE

APPROVED DRAWINGS SHALL BE NOTED ON THIS SET. THE LOCATION AND DEPTH OF ALL

UTILITIES ENCOUNTERED SHALL BE RECORDED AND KEPT UP TO DATE AT ALL TIMES AND

AVAILABLE FOR INSPECTION BY THE CONTRACTING OFFICER'S REPRESENTATIVE UPON

REQUEST. FAILURE TO COMPLY MAY RESULT IN DELAY IN PAYMENT AND/OR FINAL

ACCEPTANCE OF THE PROJECT.

12.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF

FIELD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE ENGINEER.

13.IF WITHIN ONE YEAR OF THE FINAL ACCEPTANCE BY THE CONTRACTING OFFICER, ANY

WORK IS FOUND TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS AND/OR DRAWINGS, AND UPON WRITTEN NOTICE FROM THE ENGINEER OR

CONTRACTING OFFICER, THE CONTRACTOR SHALL CORRECT ANY WORK BEGINNING WITHIN

SEVEN (7) CALENDAR DAYS OF RECEIPT OF NOTICE. SHOULD THE CONTRACTOR FAIL TO

RESPOND TO THE WRITTEN NOTICE, THE CONTRACTING OFFICER MAY CORRECT THE WORK

AT THE CONTRACTORS EXPENSE.

14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL

MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS

SHOWN HEREON AS WELL AS THE LEGAL DISPOSAL OF WASTE IN ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS.

15.THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE WORK WITH ALL OTHER

TRADES.

EXISTING CONDITIONS

1. EXISTING CONDITIONS INFORMATION TAKEN FROM RECORD DRAWINGS PRODUCED BY THE

USDA.

2. IF CONTRACTOR DOES NOT ACCEPT EXISTING CONDITIONS OR TOPOGRAPHY AS SHOWN ON

THE PLANS, WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A

TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER

FOR REVIEW.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HORIZONTAL AND VERTICAL LOCATION OF

ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO

CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES FROM

THE INFORMATION SHOWN ON THE PLANS. ANY ADDITIONAL COST INCURRED DUE TO

NON-VERIFICATION OF THESE EXISTING ITEMS SHALL BE AT THE CONTRACTORS EXPENSE.

SITE PREPARATION

1. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY BARRIERS, AND

SECURITY DEVICES PRIOR TO THE START OF CONSTRUCTION.

2. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES WHICH

ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION OPERATIONS AT

NO COST TO CONTRACTING OFFICER.

3. THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF

ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING AS NEEDED.

4. MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT INTERRUPTION OF EXISTING UTILITY SERVICE TO

OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES

HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO

EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING AUTHORITIES AND CONTRACTING

OFFICER.

5. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-227-9187 (OR 811) AT LEAST 2 WORKING

DAYS PRIOR TO ANY DEMOLITION ACTIVITIES.

Know what'sbelow.

Callbefore you dig.

EXISTING UTILITIES NOTES

1. EXISTING UNDERGROUND INSTALLATIONS AND PUBLIC UTILITIES SHOWN ARE INDICATED

ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AND DEPICTED ON

THESE PLANS TO A QUALITY LEVEL B IN ACCORDANCE WITH ASCE 38-02.

2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING AND VERIFYING

MATERIAL TYPES OF ALL EXISTING UTILITY INSTALLATIONS ABOVE AND BELOW GROUND

PRIOR TO COMMENCING EARTH MOVING OPERATIONS. ALL COSTS RELATED TO LOCATING

EXISTING UTILITIES ARE INCIDENTAL AND SHALL NOT BE PAID SEPARATELY. NOT ALL

UTILITIES ARE IDENTIFIED ON THE PLANS. NOTIFY ENGINEER OF POTENTIAL CONFLICTS.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE CONTRACTING OFFICER A

MINIMUM OF 5 BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.

4. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES, SIGNS AND EXISTING STRUCTURES AND

REPAIR BACK TO ORIGINAL CONDITION IF DAMAGE HAS OCCURRED DURING CONSTRUCTION.

5. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES.

6. GRADES SHOWN REPRESENT FINISH GRADES UNLESS OTHERWISE NOTED.

7. PROPOSED GRADE CONTOUR INTERVAL SHOWN AT ONE FOOT (1').

EROSION CONTROL NOTES

1. CONTRACTOR SHALL OBTAIN ALL OTHER REQUIRED PERMITS AND SHALL MAINTAIN SAID

PERMITS AS REQUIRED BY THE REGULATORY AGENCIES. ANY HAUL/BORROW SITE SHALL BE

INCLUDED IN THE IPDES PERMIT. THE GOVERNMENT SHALL PROVIDE NATIVE RE-SEEDING

OF ALL DISTURBED AREAS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, NOTIFICATION, MAINTENANCE,

MONITORING AND RECORD KEEPING REQUIRED BY THE IPDES GENERAL PERMIT.

3. CONTRACTOR SHALL MAINTAIN AN INSPECTION AND MAINTENANCE PROGRAM FOR ALL

EROSION CONTROL MEASURES. THE INSPECTIONS SHALL BE COMPLETED AT LEAST EVERY

SEVEN (7) DAYS AND WITHIN 24 HOURS AFTER A STORM EVENT OF 0.5 INCHES OR MORE. THE

MAINTENANCE PROGRAM SHALL REPAIR AND RESTORE ALL EROSION CONTROL MEASURE

DEFICIENCIES. DOCUMENTATION OF THE INSPECTIONS, THE FINDINGS, AND CORRECTIVE

ACTIONS SHALL BE MAINTAINED AT THE JOB SITE.

4. ESTABLISH EROSION CONTROL MEASURES AT THE BEGINNING OF CONSTRUCTION AND

MAINTAIN DURING THE ENTIRE LENGTH OF CONSTRUCTION. AREAS WHICH ARE SUBJECT TO

SEVERE EROSION AND OFF-SITE AREAS WHICH ARE ESPECIALLY VULNERABLE TO DAMAGE

FROM EROSION AND/OR SEDIMENTATION ARE TO BE IDENTIFIED AND RECEIVE ADDITIONAL

EROSION CONTROL MEASURES.

5. COORDINATE ALL LAND DISTURBING ACTIVITIES AND CONDUCT SO AS TO MINIMIZE THE SIZE

OF THE AREA TO BE EXPOSED AT ANY ONE TIME AND MINIMIZE THE TIME OF EXPOSURE.

COORDINATE ALL LAND DISTURBING ACTIVITIES SO AS TO MINIMIZE OFF-SITE

SEDIMENTATION DAMAGE. MASS CLEARING AND GRADING OF THE ENTIRE SITE SHALL BE

AVOIDED, IF POSSIBLE. RE-STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE AFTER

CONSTRUCTION IS COMPLETED.

6. KEEP THE EROSION AND SEDIMENTATION PLAN AND ALL DISCHARGE MONITORING REPORTS

ON-SITE FOR THE DURATION OF CONSTRUCTION AND ONE YEAR AFTER CONSTRUCTION

COMPLETION.SHOP AND FABRICATION NOTES

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT FABRICATION DRAWINGS, DESIGN MIX

INFORMATION, MATERIAL TESTING COMPLIANCE DATA, AND ANY OTHER PERTINENT DATA TO

THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF MATERIALS.

FOLLOWING REVIEW, THE CONTRACTOR SHALL RESUBMIT COPIES OF ANY DRAWINGS

WHICH REQUIRE REVISION OR CORRECTIONS.

2. ANY REVIEW BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR FOR RESPONSIBILITY

FOR ERRORS OR OMISSIONS, OR SCHEDULE REQUIREMENTS. THE CONTRACTOR SHALL

REMAIN SOLELY RESPONSIBLE FOR FULL AND COMPLETE PERFORMANCE IN ACCORDANCE

WITH THE TERMS, CONDITIONS, PROVISIONS, DRAWINGS, AND SPECIFICATIONS.

ACCESS NOTES

1. CONTRACTOR SHALL COORDINATE ACCESS, STAGING AND STOCKPILE LOCATIONS WITH

OWNER.

2. CONTRACTOR SHALL RESTORE DISTURBED AREAS TO PRE-CONSTRUCTION OR BETTER

CONDITIONS.

C001

PROJECT CONDITIONS

1. STRUCTURES TO BE DEMOLISHED WILL BE DISCONTINUED IN USE AND VACATED PRIOR TO

THE START OF WORK.

2. CONTRACTING OFFICER ASSUMES NO RESPONSIBILITY FOR CONDITION OF STRUCTURES TO

BE DEMOLISHED.

3. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE

MAINTAINED BY CONTRACTING OFFICER AS PRACTICABLE. VARIATIONS WITHIN

STRUCTURES MAY OCCUR BY CONTRACTING OFFICER'S REMOVAL AND SALVAGE

OPERATIONS PRIOR TO START OF DEMOLITION WORK.

4. UNLESS OTHERWISE INDICATED IN CONTRACT DOCUMENTS OR SPECIFIED BY THE

CONTRACTING OFFICER, ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR SHALL BE

REMOVED FROM SITE AND STRUCTURES. STORAGE OR SALE OF REMOVED ITEMS ON SITE

WILL NOT BE PERMITTED AND SHALL NOT INTERFERE WITH OTHER WORK SPECIFIED IN

CONTRACT DOCUMENTS.

5. EXPLOSIVES ARE PROHIBITED.

SITE PREPARATION

1. PROVIDE, ERECT, AND MAINTAIN EROSION CONTROL DEVICES, TEMPORARY

BARRIERS, AND SECURITY DEVICES PRIOR TO THE START OF DEMOLITION.

2. PROTECT EXISTING LANDSCAPING MATERIALS, APPURTENANCES, AND STRUCTURES

WHICH ARE NOT TO BE DEMOLISHED. REPAIR DAMAGE CAUSED BY DEMOLITION

OPERATIONS AT NO COST TO CONTRACTING OFFICER.

3. THE CONTRACTOR IS RESPONSIBLE TO PREVENT MOVEMENT OR SETTLEMENT OF

ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING AS NEEDED.

4. MARK LOCATION OF UTILITIES. PROTECT AND MAINTAIN IN SAFE AND OPERABLE

CONDITION UTILITIES THAT ARE TO REMAIN. PREVENT INTERRUPTION OF EXISTING

UTILITY SERVICE TO OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN

WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES

DURING INTERRUPTIONS TO EXISTING UTILITIES AS ACCEPTABLE TO GOVERNING

AUTHORITIES AND CONTRACTING OFFICER.

5. THE CONTRACTOR IS RESPONSIBLE TO CALL 1-800-227-9187 (OR 811) AT LEAST 2

WORKING DAYS PRIOR TO ANY DEMOLITION ACTIVITIES.

DEMOLITION NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS

AND PINS.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING

IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE,

UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR

BETTER THAN EXISTING CONDITIONS

3. ALL WORK ON THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

4. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST

STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION

FOR EXCAVATION AND TRENCHING PROCEDURE. CONTRACTOR SHALL USE

SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION.

THIS IS TO INCLUDE, BUT NOT LIMITED, FOR ACCESS AND EGRESS FROM ALL

EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH

PERFORMANCE CRITERIA FOR OSHA.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE PUBLIC DURING

DEMOLITION, WHICH INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION FENCING,

BARRICADES, SIGNAGE, ETC.

6. THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AS TO

SPECIFIC DETAILS REGARDING REMOVAL OF EXISTING BUILDINGS, CONTENTS AND

ASSOCIATED APPURTENANCES.

7. THE CONTRACTOR IS RESPONSIBLE TO INSPECT THE SITE PRIOR TO BIDDING AND

INCLUDE IN THE BID ANY AND ALL ITEMS TO BE REMOVED, DEMOLISHED, OR

MAINTAINED AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT WHETHER

THEY ARE SHOWN ON THIS PLAN OR NOT.

8. ALL MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF

OFF-SITE AT THE CONTRACTORS EXPENSE UNLESS OTHERWISE INDICATED BY THE

CONTRACTING OFFICER. AN APPROPRIATE DUMP SITE SHALL BE NOMINATED BY THE

CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

9. THE CONTRACTOR SHALL VERIFY LOCATIONS AND MATERIAL TYPES OF ALL UTILITIES

PRIOR TO THE START OF DEMOLITION.

10.PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREA. DO

NOT ALLOW WATER TO POND IN EXCAVATION AREAS, AND MAINTAIN ALL EXISTING

DRAINAGE PATTERNS.

11.TRAFFIC, BOTH VEHICULAR AND PEDESTRIAN SHALL BE PROTECTED BY EFFECTIVE

BARRICADES AND SIGNS IN ACCORDANCE WITH MUTCD GUIDANCE AND AS

REQUIRED BY THE JURISDICTION HAVING AUTHORITY. EFFECTIVE LIGHTING OF

OBSTRUCTIONS SHALL BE PROVIDED AT NIGHT.

12.PROTECTION OF PROPERTY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO HIS WORK, AND

SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE

CONTRACTOR SHALL REPLACE OR REPAIR TO THEIR ORIGINAL CONDITION, ALL

IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE NOT

DESIGNATED FOR REMOVAL, AND WHICH ARE DAMAGED OR REMOVED AS A RESULT

OF OPERATIONS.

NOTES:

1. TOPOGRAPHIC SURVEY PROVIDED BY CUSHING TERRELL ON AUGUST 23, 2023.

DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. THIS TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE PURPOSE OF DESIGNING SITE

IMPROVEMENTS.

3. THIS MAP HAS BEEN PRODUCED FOR DESIGN PURPOSES AND IS NOT A BOUNDARY

SURVEY.

4. NO BOUNDARIES ARE SHOWN OR IMPLIED.

5. THE UNDERGROUND UTILITIES SHOWN HEREON WERE BASED ON DRAWINGS

PROVIDED BY GOVERNMENT AND FIELD OBSERVATIONS, AS WELL AS SURFACE

EVIDENCE AND ASBUILT RECORDS. HOWEVER, LACKING EXCAVATION, THE EXACT

LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND

RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS

REQUIRED, THE GOVERNMENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY.

ADDITIONALLY, CERTAIN UTILITIES ONSITE (WATER, SANITARY, STORM, GAS, ETC.) MAY

NOT HAVE CONDUCTIBLE OR TRACEABLE LINES AND MAY BE PRESENT.

TOPOGRAPHIC SURVEY

LOCATED IN THE NORTHWEST ONE-QUARTER OF

NORTHEAST ONE-QUARTER OF SECTION 34, TOWNSHIP 11

NORTH, RANGE 36 EAST

CLARK COUNTY, IDAHO

FIELD SURVEYED: AUGUST 2023

OFESS I ONA L ENG I NEER

L ICENSED

15946

KRIS A . DESPER

STA T E OF IDA HO

W M

STAIRS

5 17

TO TANK

UNKNOWN

CONNECTION

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

N O

ROOM DIMS = 20.15' x 11.13'

BASEMENT FLOOR ELEV. = 5492.52'

DEMOLITION PLAN

C002

KEY NOTES

1. EX. WELL HOUSE BASEMENT (BLDG. 71)

2. EX. WATER WELL WITH 4" 90° BEND, 4" PRESSURE GAUGE, AND SMOOTH

NOSED SAMPLE TAP TO REMAIN INTACT.

3. EX. FLOOR DRAIN TO REMAIN INTACT.

4. NOT USED.

5. EX. GATE VALVE TO REMAIN INTACT.

6. REMOVE VALVE AND ATTACHED PIPE.

7. REMOVE EXPANSION JOINT.

8. REMOVE SPOOL.

9. REMOVE WATER METER.

10. REMOVE SPOOL, AIR RELEASE VALVE AND AIR VENT PIPE TO CONNECTION.

AIR VENT PIPE ALONG CEILING TO REMAIN INTACT.

11. REMOVE WATER HAMMER ARRESTOR.

12. REMOVE INJECTION CONNECTION AND CAP. SAMPLING TAP SHALL REMAIN

INTACT.

13. REMOVE CHLORINATION SYSTEM AND SPILL CONTAINMENT UNIT.

14. REMOVE CHLORINATION PUMP.

15. REMOVE CHLORINATION TUBING.

16. REMOVE 6X6 TEE.

17. REMOVE 6X4 TEE.

18. REMOVE PIPE BRACING.

19. NOT USED

20. PIPE TO REMAIN INTACT.

21. NOT USED

22. NOT USED

23. NOT USED

24. NOT USED

25. NOT USED

26. NOT USED.

27. NOT USED.

28. EX. HEATER TO REMAIN INTACT.

KEY NOTES#

C002

EX. WELL HOUSE BASEMENT

0 1/2 1 2

SCALE: 1" = 1' NORTH

1. DO NOT DISCONNECT EXISTING CHLORINATION SYSTEM UNTIL NEW

CHLORINATION SYSTEM IS OPERATIONAL.

GENERAL NOTES

OFESS I ONA L ENG I NEER

L ICENSED

15946

KRIS A . DESPER

STA T E OF IDA HO

6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P.

6'' D .I.P.

6'' D.I.P.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

4'' D.I.P. 4'' D.I.P.

6'' D .I.P.

H Y D w s w s

6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P.

6'' D.I.P.

4'' D.I.P.

H Y D

SHEEP STATION ROAD

P R

XXXXX

X X

EX. WATER TANK

YARD HYDRANT

EXISTING

FIRE HYDRANT

EXISTING

FIRE HYDRANT

WELL HOUSE

EX. WATER VALVE

VAULT

AUX. WELL

NEW WATER WELL

W M

NEW GRADED ROAD

NEW FENCING AND

GATES (BY OTHERS)

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

C003

OVERALL PHASING PLAN

C003

OVERALL PHASING PLAN

0 25 50 100

SCALE: 1" = 50'NORTH

1A. DRILL NEW WATER WELL, INSTALL WELL PUMP, CONDUCT REQUIRED TESTING. GRADE AND

PROVIDE ACCESS TO WELLHEAD PER DRAWINGS.

1B. INSTALL CHLORINATION SYSTEM IN HOT BOX. CONNECT TO EXISTING SYSTEM. SEE C004 & C302.

PHASE 1 KEYNOTES

2A. INSTALL WATER LINE FROM NEW WELL TO WELL HOUSE.

2B. INSTALL NEW PIPING AND INSTRUMENTATION IN WELL HOUSE BASEMENT. NEW WELL HOUSE

PIPING SHALL BE INSTALLED BUT NOT CONNECTED TO SYSTEM. PRESSURE TEST, DISINFECT,

FLUSH AND PASS BACTERIOLOGICAL TESTS PRIOR TO CONNECTION. SEE C004 & C302 AND

ELECTRICAL DRAWINGS.

2C. REMOVE AND REPLACE PORTION OF PIPING IN WELL HOUSE THAT CONNECTS BOTH WELLS TO

WATER LINE. SEE C004 & C302.

2D. REMOVE PIPING FROM WELL #1 TO CONNECTION TO WATER MAIN. INSTALL NEW PIPING AND

APPURTENANCES AND TEST PRIOR TO CONNECTION TO WATER MAIN. SEE C004 & C302.

PHASE 2 KEYNOTES

1. ANY OUTAGES OF WATER SYSTEM SHALL BE COORDINATED WITH CONTRACTING OFFICER.

2. WATER SYSTEM MAY NOT BE OFFLINE FOR MORE THAN 24 HOURS. IF MORE THAN 24 HOURS, CONTRACTOR SHALL PROVIDE TEMPORARY POTABLE WATER STORAGE AND CONNECT TO THE

SYSTEM PER SPEC. SECTION 01 50 00.

3. ALL TEMPORARY POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO CONNECTIONS

TO EXISTING SYSTEM.

GENERAL NOTES

OFESS I ONA L ENG I NEER

L ICENSED

15946

STAIRS

WELL #1

STAIRS

RAILING

WINDOW

SLIDING WOOD DOOR

FLOOR ACCESS HATCH

WINDOW

BASEMENT WINDOW COVER

WINDOW

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

N O

BUILDING 71 PHASING PLAN

C004

C302

EX. WELL HOUSE BASEMENT

NORTH

C302

EX. WELL HOUSE FIRST FLOOR

NORTH

FIRST FLOOR = 5501.94

PHASE 2B

PHASE 2D

PHASE 2C

PHASING HATCHES

0 1/2 1 2

SCALE: 1" = 1'

0 1/2 1 2

SCALE: 1" = 1'

OFESS I ONA L ENG I NEER

L ICENSED

15946

KRIS A . DESPER

STA T E OF IDA HO

http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com

SHEEP STATION ROAD

P R

XXXXX

X X

6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P.

6'' D .I.P.

6'' D.I.P.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

6' ' D

.I.

4'' D.I.P. 4'' D.I.P.

6'' D .I.P.

H Y D

H Y D w s

6'' D.I.P.

w s

6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P.

6'' D.I.P.

4'' D.I.P.

H Y D

WATER TANK

EXISTING YARD

HYDRANT

EXISTING FIRE

HYDRANT

EXISTING FIRE

HYDRANT

WELL HOUSE

AUX. WELL

5505W M

W M

WATER

METER

VAULT

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

C300

OVERALL WATER SYSTEM PLAN

C300

OVERALL WATER SYSTEM PLAN

0 25 50 100

SCALE: 1" = 50'NORTH

C301

C302

OFESS I ONA L ENG I NEER

L ICENSED

15946

6'' D.I.P. 6'' D.I.P. 6'' D.I.P. 6'' D.I.P.

6'' D .I.P.

6'' D.I.P.

6'' D .I.P.

H Y D

BLDG. 71

EXISTING

FIRE HYDRANT

WELL HOUSE

66.00

75.00

W M

50.00

XXX

X X

X X X

W 2

NEW GRADED ROAD

REGRADE EX. ROAD.

66.00

75.00

W M

50.00

X X

XXXXXX

X X

X X X X X X

W 2

FG 5513.10

FG 5512.77

FG 5511.45

FG 5510.34

FG 5510.45

FG 5512.49

FG 5513.59

FG 5513.40

-0.8%

-2 .0

-0.3%

-4 .7

-5 .5

-4 .8

-0.5%

-8.3%

-0.8%

NEW GRADED ROAD

REGRADE EX. ROAD.

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

C301

WATER LINE PLAN

0 10 20 40

SCALE: 1" = 20'NORTH

KEY NOTES

1. INSTALL NEW WATER WELL. SEE C304.

2. FENCING. NOT IN CONTRACT - BY OTHERS.

3. INSTALL 4" GATE VALVE WITH VALVE CAN. SEE DETAIL 4/C400.

4. INSTALL 125 LF OF 4" C900 PVC.

5. INSTALL 4" 45° BEND WITH THRUST BLOCK. SEE DETAIL 3/C400.

6. INSTALL 7 LF OF 4" C900 PVC.

7. CORE BASEMENT WALL AND INSTALL PIPE WITH LINKSEAL OR

EQUAL. SEE C302 FOR CONTINUATION.

8. FIELD VERIFY LOCATION OF EX. GATE VALVES AND WATER MAIN.

MAINTAIN MIN. 5' SEPARATION BETWEEN WATER VALVE AND

NEW WATER MAIN.

9. CONSTRUCT AND GRADE NEW ROAD TO NEW WELL HEAD AND

REGRADE EXISTING ROAD .

WATER NOTES

1. UNLESS OTHERWISE NOTED, ALL MATERIALS AND WORKMANSHIP

SHALL CONFORM TO THE CURRENT IDAHO STANDARDS FOR

PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION &

ADDENDUMS, PROJECT SPECIFICATIONS AND ALL OTHER

GOVERNING AGENCIES' STANDARDS.

2. UNLESS OTHERWISE SPECIFIED, WATER LINES SHALL BE PVC

C900 IN CONFORMANCE WITH AWWA C900 OR DUCTILE IRON PIPE

(DIP), CL. 51.

3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY FITTINGS,

COUPLING, AND SPOOL PIECES FOR CONNECTING NEW UTILITIES

TO EXISTING UTILITIES. THESE PLANS MAY NOT SHOW ALL

REQUIRED COMPONENTS FOR MAKING THE CONNECTIONS.

4. THE MINIMUM DEPTH OF BURY TO THE TOP OF PIPE FOR WATER

LINES IS 48 INCHES. WITH INSULATION BOARD. SEE 6/C400.

5. THE CONTRACTOR MUST ENSURE THAT A MINIMUM OF 10 FEET

(OUTSIDE PIPE WALL TO OUTSIDE PIPE WALL) OF CLEARANCE IS

MAINTAINED ON THE HORIZONTAL PLANE BETWEEN ALL WATER

AND SEWER MAINS. ADDITIONALLY, THE CONTRACTOR MUST

ALSO ENSURE THAT 18 INCHES OF VERTICAL CLEARANCE IS

MAINTAINED BETWEEN WATER AND SEWER MAINS THAT CROSS.

IMMEDIATELY NOTIFY ENGINEER OF CONFLICTS.

6. LOCATIONS OF FITTINGS, BENDS, VALVES, AND OTHER

APPURTENANCES ARE APPROXIMATE. PROVIDE ADEQUATE

SPACING BETWEEN FIXTURES TO MAINTAIN PIPE INTEGRITY.

PROVIDE AS BUILT LOCATIONS FOR ALL FIXTURES.

7. ANY EXISTING OR NEW VALVES THAT CONTROL THE NEZ PERCE

RESERVATION DISTRIBUTION SYSTEM SHALL BE OPERATED BY

WATER SYSTEM PERSONNEL ONLY.

8. PRESSURE TEST AND DISINFECT ALL WATER LINES IN

ACCORDANCE WITH THE CURRENT IDAHO STANDARDS FOR

PUBLIC WORKS CONSTRUCTION (ISPWC), LATEST EDITION &

ADDENDUMS, PROJECT SPECIFICATIONS AND ALL OTHER

GOVERNING AGENCIES' STANDARDS.

9. ALL FITTINGS SHALL BE MECHANICAL JOINT WITH MEGALUG

RESTRAINTS OR EQUAL. CONCRETE THRUST BLOCKS WILL ONLY

BE ALLOWED AT LOCATIONS AS SHOWN ON THE DRAWINGS.

INSTALL FITTINGS IN ACCORDANCE WITH THE CURRENT IDAHO

STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),

LATEST EDITION & ADDENDUMS, PROJECT SPECIFICATIONS AND

ALL OTHER GOVERNING AGENCIES' STANDARDS.

10.PER THE PROJECT MANUAL REQUIREMENTS, THE CONTRACTOR

SHALL HAVE THE WATER MAIN WORK (ie. CUT, GATE VALVES &

PIPE INSTALLATION) INSPECTED AND TESTED PER CURRENT

ISPWC PROCEDURES AND OBSERVED BY A DESIGNATED

GOVERNMENT INSPECTOR.

C301

WATER LINE PLAN

0 5 10 20

SCALE: 1" = 10'NORTH

C301

ACCESS ROAD GRADING PLAN

C301

OFESS I ONA L ENG I NEER

L ICENSED

15946

RAILING

WINDOW

SLIDING WOOD DOOR

BASEMENT WINDOW COVER

FLOOR ACCESS HATCH

WINDOW 21

BASEMENT WINDOW COVER

WOOD POST 20

5.75

STAIRS

1.91

5.38

2.90

0.88 1.51

6.84

1.43

5 1223

FROM WELL #2

TO TANK

UNKNOWN

CONNECTION

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

KEY NOTES#

N O

PROPOSED WELL HOUSE

IMPROVEMENTS

C302

PROPOSED WELL HOUSE BASEMENT

NORTH

0 1/2 1 2

SCALE: 1" = 1'

1. EX. WELL HOUSE BASEMENT (BLDG. 71)

2. EX. WATER WELL

3. EX. BALL VALVE, AND SMOOTH NOSED SAMPLE TAP TO REMAIN.

4. EX. BALL VALVE AND 4" PRESSURE GAUGE TO REMAIN.

5. INSTALL 6" DIA. D.I. SPOOL.

6. INSTALL 4" BUTTERFLY VALVE, FLXFL.

7. INSTALL 4" MAG METER.

8. INSTALL FULL BODY SWING CHECK VALVE.

9. INSTALL THREADED TAPPING SADDLE AND AIR RELEASE VALVE. CONNECT TO EX.

STEEL VENT PIPE.

10. INSTALL TAPPING SADDLE, BALL VALVE, AND SMOOTH NOSED SAMPLE TAP.

SAMPLING TAP SHALL BE MIN. 12" ABOVE FLOOR.

11. INSTALL BALL VALVE, 4" PRESSURE GAUGE, AND THREADED TAPPING SADDLE.

12. INSTALL 6X4 D.I. TEE

13. INSTALL 4" DIA. D.I. SPOOL.

14. EX. SMOOTH NOSED SAMPLE TAP TO REMAIN.

15. CONNECT TO EXISTING.

16. INSTALL PIPE BRACING.

17. INSTALL HEATED HOT BOX AND SECURE TO WOOD FLOOR. FIELD VERIFY.

18. INSTALL CONTAINMENT PALLET.

19. INSTALL 30 GAL. CHLORINATION TANK.

20. DRILL HOLE IN WOOD FLOOR FOR TUBING TO ACCESS BASEMENT. HOLE SHALL BE

DRILLED INSIDE HOT BOX. SEAL AROUND TUBING. SEE 1/C302 FOR CONTINUATION.

21. INSTALL CHLORINATION PUMP WITH TUBING.

22. BUILD SHELF AND INSTALL EYE WASH.

23. INSTALL SADDLE, BALL VALVE AND CHLORINATION QUILL. CONNECT

CHLORINATION TUBING.

24. INSTALL CHLORINATION TUBING AND CONNECT TO QUILL AND CHLORINATION

PUMP SECURE TO WALL OR CEILING.

25. INSTALL 2.5" BALL VALVE.

26. INSTALL SADDLE WITH 2.5" 90° STEEL. BEND, EXTEND, AND SECURE TO WALL.

27. INSTALL 2.5"X2.5" STEEL TEE.

28. BORE THROUGH BUILDING WALL AND PROVIDE WATERTIGHT SEAL. SEE C301 FOR

CONTINUATION.

29. INSTALL FLUSHING HYDRANT AT GRADE. SEE C303 FOR CONTINUATION.

C302

PROPOSED WELL HOUSE FIRST FLOOR

NORTH

0 1/2 1 2

SCALE: 1" = 1'

TOTAL ROOM WIDTH = 20.15x11.13

FIRST FLOOR = 5501.94

FIRST FLOOR TO BASEMENT FLOOR = -9.42

BASEMENT FLOOR = 5492.52

GENERAL NOTES

1. ROOF AND FLOOR ACCESS HATCHES PROVIDE ACCESSIBILITY TO BASEMENT.

2. FOR PIPE LONGER THAN STANDARD D.I. SPOOLS, USE DUCTILE PIPE WITH

MEGAFLANGES OR EQUAL.

3. MAG METER REQUIRES MIN. PIPE LENGTH OF 8" UPSTREAM AND 8" DOWNSTREAM

TO FUNCTION PROPERLY.

FIRST FLOOR = 5501.94

A A

OFESS I ONA L ENG I NEER

L ICENSED

15946

KRIS A . DESPER

STA T E OF IDA HO

1 1

Y D

11 11

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

C303 SECTION A-A

PROPOSED WELL HOUSE PROFILE

NORTH

0 1/2 1 2

SCALE: 1" = 1'

KEY NOTES

1. 4" BUTTERFLY VALVE, FLXFL.

2. FLOOR PENETRATION WITH LINKSEAL OR EQUAL. EXTEND DUCTILE IRON

PIPE 18" MIN. ABOVE FINISH FLOOR.

3. THREADED TAPPING SADDLE AND AIR RELEASE VALVE ASSEMBLY.

4. 4" DUCTILE IRON FLANGED PIPE OR WITH MEGAFLANGES OR APPROVED

EQUAL. MIN. 8" UPSTREAM OF METER.

5. 4" MAG METER FLXFL.

6. 4" DUCTILE IRON FLANGED PIPE OR WITH MEGAFLANGES OR APPROVED

EQUAL. MIN. 8" DOWNSTREAM OF METER.

7. 4" 90° HORIZONTAL BEND FLXFL.

8. 4" FULL BODY SWING CHECK VALVE FLXFL.

9. 4" PRESSURE GAUGE.

10. EX. 2.5" STEEL AIR VENT PIPE.

11. PIPE SUPPORTS, INSTALL AS NEEDED TO SUPPORT PIPING AND

APPURTENANCES.

12. WATER TREATMENT BUILDING.

13. BORE THROUGH BUILDING WALL AND PROVIDE WATERTIGHT SEAL.

14. 2.5" BALL VALVE.

15. INSTALL TAPPING SADDLE, BALL VALVE, AND SMOOTH NOSED SAMPLE TAP.

16. INSTALL A MAINGUARD 77 KUPFERLE FLUSHING HYDRANT OR APPROVED

EQUAL WITH 4' BURY DEPTH. FLUSHING HYDRANT SHALL BE

SELF-DRAINING, NON-FREEZING AND SERVICEALBE FROM ABOVE GROUND.

17. LAY 4 CUBIC FEET CRUSHED STONE TO ALLOW PROPER DRAINAGE FROM

HYDRANT.

18. INSTALL TAPPING SADDLE WITH BALL VALVE AND 2.5" STEEL PIPE.

19. INSTALL 2.5" STEEL PIPE AND CONNECT TO EX. STEEL AIR VENT PIPE.

KEY NOTES#

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

PROPOSED WELL HOUSE PROFILE

C303

EXISTING WELL HOUSE EQUIPMENT

OFESS I ONA L ENG I NEER

L ICENSED

15946

5' MIN. WHERE POSSIBLE

5% MIN.5% MIN.

10-INCH SURFACE CASING

NEW POWER CABLE FROM NEW

SUBMERSIBLE PUMP TO SURFACE

SHALL BE ATTACHED TO NEW DROP

PIPE AT 20-FT INCREMENTS OR LESS

EXPECTED SWL

8-INCH WELL CASING

CASING SHALL HAVE 0.322" MIN.

WALL THICKNESS

640'

GENERAL NOTES

REFERENCE CIVIL SITE PLANS FOR DISCHARGE PIPE ROUTING AND CONNECTION.

WELL CONTRACTOR SHALL BE AN IDAHO LICENSED WATER WELL

DRILLER/CONTRACTOR.

SUBMITTALS

WELL CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL

MANUFACTURER'S DATA SHEETS INDICATING CAPACITIES, SIZES, DIMENSIONS, AND

MODELS OF WELL PUMP, PITLESS UNIT, DROP PIPE, FITTINGS AND ACCESSORIES.

WELL CONTRACTOR SHALL SUBMIT TO ENGINEER FOR REVIEW AND APPROVAL A

DISINFECTION PLAN DESCRIBING MEANS OF DISINFECTION FOR ALL PERMANENT

WELL COMPONENTS AFTER THEIR INSTALLATION AND THE PLAN TO DISPOSE OF

DISINFECTION FLUIDS.

WELL PUMP SCHEDULE

SUBMERSIBLE PUMP SHALL BE A GRUNDFOS MODEL 85S200-18 SUBMERSIBLE PUMP

WITH ATTACHED SUBMERSIBLE MOTOR, OR EQUIVALENT. SUBMERSIBLE PUMP SHALL

BE ABLE TO PROVIDE 60 GPM OF FLOW AT 840 FEET TOTAL DYNAMIC HEAD.

PITLESS UNIT SCHEDULE

PITLESS UNIT SHALL BE A BAKER STANDARD INDUSTRIAL PITLESS UNIT OR APPROVED EQUAL WITH THE

FOLLOWING PARAMETERS:

· 48 INCH BURY DEPTH

· 8 INCH WELL CONNECTION SIZE

· PROVIDED WITH WATERTIGHT CAP WITH SCREENED WELL VENT

· NO CHECK VALVES

· 4 INCH DROP PIPE CONNECTION

· 4 INCH FLANGED CONNECTION TO DISCHARGE PIPE

WELL CONTRACTOR SHALL SELECT ATTACHMENT OF PITLESS UNIT TO WELL CASING

AND SHALL SELECT ELECTRIC CABLE SEALS.

CONCRETE AND BENTONITE SURFACE SEAL

36" MIN.

12-INCH DIAMETER BOREHOLE

48" MIN.

NEW SUBMERSIBLE PUMP

AND MOTOR PER WELL PUMP

SCHEDULE. PUMP INTAKE AT 740'.

INSTALL NEW 3-INCH BY 4-INCH

SCH 40 STEEL REDUCER FITTING

PUMP AND MOTOR SHROUDED

PERFORATE CASING

FROM TOP OF AQUIFER

AT 640' TO 740'.

NEW PUMP CONTROL CABLE INSIDE

OF NEW CONDUIT TO BUILDING

GROUND SURFACE

NEW WATERTIGHT WELL

CAP WITH AIR VENT

NEW AIR VENT PIPE

INSTALL 10' OF COATED WIRE.

SECURE TO REBAR. INSTALL TIE

DOWNS AT A 45° ANGLE.

NEW DISCHARGE OUT TO 4-INCH

PVC PIPE AND GATE VALVE WITH

VALVE CAN. SEE DETAIL 4/C400.

6" M

765'

740'

100'

6" POLYSTYRENE R-19

INSULATION BOARD.

SEE DETAIL 6/C400.

24" LONG REBAR,

SET IN GROUND TO

ANCHOR TIE DOWN.

INSTALL NEW 4-INCH SCH 40 STEEL

DROP PIPE

INSTALL NEW 1-1/4 INCH PVC DROP PIPE

FOR FUTURE MEASUREMENTS.

SECURE TO STEEL DROP PIPE.

PROTECTED SCREEN

WELL VENT

NEW WELL CAP

STEEL BANK SECURED

AROUND STEEL VENT

PIPING. LOCATE MAX. 6"

FROM BOTTOM OF WELL

VENT. SEE 3/C304 FOR

CONTINUATION.

VENT SUPPLIED WITH NEW PITLESS UNIT

EXTENDED ABOVE GRADE AT LEAST

48-INCHES WITH ADDITIONAL 2 1/2-INCH

STEEL PIPE FOR SNOW CLEARANCE.

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

NEW WATER WELL

C304

C304 NOT TO SCALE

NEW WATER WELL PROFILE

C304 NOT TO SCALE

NEW WELL HEAD AIR VENT PIPE

C304

C304 NOT TO SCALE

NEW AIR VENT PIPE TIE DOWNS

1 2-09-2024 DESPER DEQ COMMENTS

2 2-20-2024 DESPER IDWR WELL REQUIREMENTS

OFESS I ONA L ENG I NEER

L ICENSED

15946

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2024

P. LANE

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

CIVIL DETAILS

C400

TYPICAL TRENCH

NOT TO SCALE

TYPICAL PIPE BEDDING SECTION

VALVE BOX AND LID DETAIL

THURST BLOCK AND DETAILS

NOT USED

C400

NOTE: SEE DETAIL 1/C400 FOR STANDARD UTILITY

TRENCH FOR WATER PIPING.

4" POLYSTYRENE R-10 INSULATION

6" SAND FILL OR BEDDING MATERIAL

4" C900 PVC WATER SERVICE

4" WATER

MAIN.

1.5' MIN. BOTH

SIDES OF

WATER MAIN

SECTION

PLAN

4" POLYSTYRENE

R-10 INSULATION

INSULATION BOARD

MULTI CONDUIT TRENCH DETAIL

C400

10" MIN.48

" M

-2

SEE DETAIL 6/C400

FOR INSULATION

BOARD.

4" WATER MAIN.

ELECTRIC CONDUIT.

SEE DETAIL 1/C400 FOR

TYPICAL TRENCH.

SEE DETAIL 1/C400 FOR

TYPICAL TRENCH.

OFESS I ONA L ENG I NEER

L ICENSED

15946

KRIS A . DESPER

H Y D

P R

X X

W M

WATER TANK

YARD HYDRANT

EXISTING

FIRE HYDRANT

EXISTING

FIRE HYDRANT

WELL HOUSE

WATER VALVE VAULT

AUX. WELL

NEW WATER WELL

TEMPORARY

WATER STORAGE

4 5

EXISTING WELL HOUSE

2"C #4, #6 GND

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2025

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

T. GOEBEL T. GOEBEL

T. GOEBEL

E100

ELECTRICAL SITE PLAN

E100

ELECTRICAL SITE PLAN

0 25 50 100

SCALE: 1" = 50'

NORTH

1. ALTERNATE B EXISTING WELL #2, WELL HOUSE HAS

TWO SERVICES. 480V AND 240 V. DISCONNECT WELL

#2 FROM 480V SERVICE . MAINTAIN ALL POWER TO

BUILDING

2. NEW AUXILIARY WELL. 480V 3ɸ 27 AMPS.

3. EXISTING WELL HOUSE.

4. EXISTING SERVICE ENTRANCE FOR WELL HOUSE 480V

3ɸ OVERHEAD SERVICE.

5. TAP EXISTING SERVICE FOR NEW AUX WELL. PROVIDE

50AMP MCB.

6. PROVIDE UNDERGROUND 2"C 3#8, #8 GND.

7. NEW PUMP CONTROLLER/STARTER INSIDE BUILDING

BY EC. CONNECTION BY EC.

8. NEW TELEMETRY PLC CONTROL PANEL FOR TANK

OUTPUTS. PROVIDE 120V 20AMP CIRCUIT FROM

EXISTING MONITORING CABINET

9. NEW NEMA 3R CABINET TO BE REUSED TO HOUSE

TELEMETRY PLC CONTROL BY PLC CONTRACTOR .

CONNECT TO EXISTING 120V POWER AT TANK PANEL.

10. NEW TELEMETRY RECEIVER. RUN CABLE TO NEW

CONTROLLER IN LOWER LEVEL. RECEIVER MOUNTED

AT TOP OF TOWER. ALSO EDWARDS 94PLEDMR120A

TIED TO NEW PLC IN LOWER LEVEL.

SHEET WORK NOTES?

E100

ELECTRICAL DETAIL

10814

09.08.2025

STAIRS

FS 102

C. MEIER

K. CUSHMAN

REAL PROPERTY

USDA

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

NO. DATE BY

SHEET

DESCRIPTION

Service Research Agricultural

OCT. 2025

USDA AGRICULTURAL RESEARCH

SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY

RESEARCH UNIT

19 OFFICE LOOP

DUBOIS, ID 83423

WATER SYSTEM IMPROVEMENTS

USDA AGRICULTURAL RESEARCH SERVICE

RANGE SHEEP PRODUCTION EFFICIENCY RESEARCH UNIT, DUBOIS, ID

U S D A

USDAARS_DSPWB

P. LANE

T. GOEBEL

OF 13

T. GOEBEL T. GOEBEL

T. GOEBEL

N O

WELL HOUSE ELECTRICAL

E200

WELL HOUSE BASEMENT

NORTH

0 1 2 3

SCALE: 1" = 1'

1. NEW 20 HP NEMA1 MOTOR STARTER WITH PHASE

PROTECTION

2. EXISTING MAIN PUMP CONTROLLER

3. RUN 2#12, #12G IN 1/2" CONDUIT FROM AVAILABLE

20A SINGLE POLE CIRCUIT BREAKER IN PANEL PB-1

OR PB-2 TO CHLORINATOR RECEPTACLE THROUGH

FLOW SWITCHES FS 101 AND FS 102. WIRE

SWITCHES IN PARALLEL SO THAT FLOW IN EITHER

PIPE ENERGIZES RECEPTACLE. REFER TO CIVIL

PIPING DRAWINGS FOR ACTUAL FLOW SWITCH

LOCATIONS.

SHEET WORK NOTES?

10814

09.08.2025 http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com http://www.linecad.com

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File details come from the government source that posted it. Updated Mar 24, 2026.