Attachment 005 - Drawings.pdf

PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

01 COVER SHEET 1/26/2024

RECOMMENDED BY:

STAFF ENGINEER

FOREST ENGINEER

DATE

(R04) INTERMOUNTAIN REGION

SAWTOOTH NATIONAL FOREST

CASSIA COUNTY

IDAHO

BADGER FIRE DISASTER RELIEF WATER

DEVELOPMENTS PROJECT

Braidy K. Richins, PE 1/26/2024

DATE

MINIDOKA

RANGER STATION

FOREST ROAD 500 -

OAKLEY/ROGERSON

ROAD @ FOREST

BOUNDARY

(PRIMARY ACCESS

ROUTE TO PROJECT

WORK)

DIRECTIONS: FROM THE MINIDOKA RANGER STATION HEAD SOUTH

ALONG HILAND AVE FOR 0.3 MILES; TURN RIGHT ON E. 27TH ST. AND

TRAVEL 0.5 MILES; TURN LEFT ONTO SH-27 AND TRAVEL 20.4 MILES;

TURN RIGHT ONTO W. MAIN ST. AND TRAVEL 2.0 MILES; CONTINUE

ON MAIN ST. / W. MULLEN RANCH ROAD / W. BOSTETTOR ROAD /

OAKLEY - ROGERSON ROAD FOR 9.0 MILES TO FOREST BOUNDARY.

FROM FOREST BOUNDARY CONTINUE TO RESPECTIVE WORK SITE.

TROUGH CONFIGURATION (TYPE 2)

STOCK WATER SYSTEM LOCATION

PLAN & NOTES

Shawn Robnett, PE

TROUGH CONFIGURATION (TYPE 3)

1/26/2024

06 SPRING HEADBOX CONSTRUCTION &

DETAILS

1/26/2024

1/26/2024

1/26/2024

1/26/2024

1/26/2024

WATER SYSTEM SCHEMATIC, NOTES,

& TROUGH CONFIGURATION (TYPE 1)

70500

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

BADGER FIRE

DISASTER RELIEF

WATER

DEVELOPMENTS

SAWTOOTH

NATIONAL FOREST

MINIDOKA RANGER DISTRICT

STOCK WATER SYSTEM

LOCATION PLAN &

NOTES

1/26/2024

B.RICHINS

B.RICHINS

S.ROBNETT

2 6

BADGER FIRE WATER SYSTEM LOCATION MAP

GENERAL NOTES:

WATERLINE NOTES:

WATER SYSTEM KEY

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AutoCAD SHX Text A1 A2 A3 A4 A5 A6 A7 A8 B1 B2 B3 B4 C1 C2 C3 C4 C5 C6 D1 D2

AutoCAD SHX Text BADGER MOUNTAIN S&G - PICKETT LOWER TROUGH TRAPPER CREEK S&G - PALMER SPRING TROUT CREEK S&G - GRAVEL SPRING FALL-SWANTY C&H - POINT SPRING THIRD FORK S&G - CHICKEN SPRING OAKLEY VALLEY C&H - CHOKECHERRY SPRING COAL PIT C&H - SECOND ROCK SPRING OAKLEY VALLEY C&H - WILSON SPRING TROUT CREEK S&G - CRYSTAL SPRING FALL-SWANTY C&H - COLDWATER SPRING OAKLEY VALLEY C&H - RODEO SPRING BADGER MOUNTAIN S&G - FLAT IRON SPRING OAKLEY VALLEY C&H - SOUTH COTTONWOOD SPRING BADGER MOUNTAIN S&G - PICKET UPPER TROUGH TROUT CREEK S&G - SHEEP SPRING OAKLEY VALLEY C&H - DRY FORK SPRING TRAPPER CREEK S&G - FIREWALL TROUGH BADGER MOUNTAIN S&G - LOST TROUGH TRAPPER CREEK S&G - JONES SPRING OAKLEY VALLEY C&H - CABIN SPRING #2

AutoCAD SHX Text 42.124441/-114.171650 42.119232/-114.226797 42.120882/-114.194319 42.128989/-114.134968 42.169706/-114.176569 42.166475/-114.080661 42.197475/-114.213978 42.162371/-114.110626 42.092774/-114.166372 42.119924/-114.156174 42.111861/-114.089267 42.141530/-114.186183 42.181863/-114.077047 42.126567/-114.192568 42.094003/-114.103480 42.170433/-114.050567 42.156578/-114.159168 42.146320/-114.133089 42.134230/-114.241907 42.188479/-114.160064

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1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14), US CUSTOMARY UNITS, INCLUDING SUPPLEMENTAL SPECIFICATIONS AS MODIFIED FOR THIS PROJECT. THESE SUPPLEMENTAL SPECIFICATIONS REFERENCE RELEVANT "CSI SPECS" WHICH ARE APPLICABLE TO THE RESPECTIVE PROJECT WORK. 2. ALL MATERIALS AND WORK ARE SUBJECT TO INSPECTION AND APPROVAL BY UNITED STATES FOREST SERVICE PERSONNEL. THE ALL MATERIALS AND WORK ARE SUBJECT TO INSPECTION AND APPROVAL BY UNITED STATES FOREST SERVICE PERSONNEL. THE INSPECTOR, INCLUDING CONTRACTING OFFICER (CO), CONTRACTING OFFICER'S REPRESENTATIVE (COR), OR OTHER APPROVED PERSONNEL, SHALL, AT ALL TIMES, HAVE ACCESS TO THE WORK FOR THE PURPOSE OF INSPECTION AND TESTING, AND THE CONTRACTOR SHALL PREPARE FACILITIES FOR SUCH ACCESS AND SUCH INSPECTION AND TESTING, AS APPLICABLE. 3. THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO THE HIGHEST EXTENT POSSIBLE TO ENSURE THE LEAST THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO THE HIGHEST EXTENT POSSIBLE TO ENSURE THE LEAST AMOUNT OF DISTURBANCE. DAMAGE TO EXISTING SITE FEATURES OUTSIDE LIMIT OF DISTURBANCE REQUIRED TO COMPLETE WORK SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE FOREST SERVICE. WORK SHALL NOT OCCUR UNDER CONDITIONS THAT PREVENT THE PROPER OPERATION OF EQUIPMENT. THESE CONDITIONS INCLUDE SNOW, FROZEN GROUND OR WHEN SOIL EXCEEDS 15% MOISTURE CONTENT. WHEN SUCH CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE FOREST SERVICE ACCORDINGLY. 4. TREES AND OTHER VEGETATION EXIST AND ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS TREES AND OTHER VEGETATION EXIST AND ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BIDDING AND PLAN WORK ACCORDINGLY. 5. ALL EXISTING TROUGH MATERIAL, PIPE, STRUCTURES, APPURTENANCES, AND ALL CONSTRUCTION DEBRIS REMOVED FROM THE SITE ALL EXISTING TROUGH MATERIAL, PIPE, STRUCTURES, APPURTENANCES, AND ALL CONSTRUCTION DEBRIS REMOVED FROM THE SITE SHALL BE DISPOSED OF AT A LANDFILL OR OTHER APPROVED DISPOSAL SITE NOT LOCATED ON FOREST SERVICE LAND. 6. MANY STOCK WATER SYSTEMS ARE NOT LOCATED IN CLOSE PROXIMITY TO EXISTING ROADS OR TRAILS. OFF-ROAD / OFF-TRAIL MANY STOCK WATER SYSTEMS ARE NOT LOCATED IN CLOSE PROXIMITY TO EXISTING ROADS OR TRAILS. OFF-ROAD / OFF-TRAIL TRAVEL IS AUTHORIZED TO COMPLETE THE REQUIRED WORK. THIS TRAVEL IS SUBJECT TO SOIL MOISTURE TO AVOID RESOURCE DAMAGE DURING PERIODS WHERE SOILS ARE SATURATED. CONTRACTOR SHALL COORDINATE REVIEW/APPROVAL OF ALL REQUIRED OFF-ROAD / OFF-TRAIL TRAVEL ROUTES PRIOR TO BEGINNING CONSTRUCTION. 7. NEW WATER SYSTEM SPRING HEADBOX AND TROUGH LOCATIONS GENERALLY MATCH EXISTING WITH THE EXCEPTION OF THREE SITES NEW WATER SYSTEM SPRING HEADBOX AND TROUGH LOCATIONS GENERALLY MATCH EXISTING WITH THE EXCEPTION OF THREE SITES (SITE A8 - WILSON SPRING, SITE C1 - SOUTH COTTONWOOD SPRING, AND SITE C4 - DRY FORK SPRING). ALL NEW SYSTEM HEADBOX, TROUGH, AND DRAIN LOCATIONS WILL BE FIELD STAKED BY THE CONTRACTING OFFICER. CONTRACTOR SHALL INSTALL NEW WATERLINE BETWEEN THE THREE IN THE MOST DIRECT ROUTE POSSIBLE CONSIDERING EXISTING SITE CONSTRAINTS, ESPECIALLY THE PRESENCE OF ROCK OUTCROPS AND OTHER COMPLICATED TERRAIN. ALL NEW PIPELINE ROUTES SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION. IF SOLID ROCK IS ENCOUNTERED AND NO ALTERNATIVE TRENCH ROUTE IS DETERMINED FEASIBLE FOLLOWING REVIEW BY THE CONTRACTING OFFICER, ABOVE-GROUND PIPE INSTALLATIONS MAY BE REQUIRED. AGAIN, CONTRACTOR SHALL COORDINATE REVIEW/APPROVAL OF THESE SECTIONS WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. 8. TROUGHS COME WITH ALREADY INSTALLED PRE-FABRICATED SMALL MAMMAL ESCAPE RAMPS. CONTRACTOR SHALL PERFORM WORK TROUGHS COME WITH ALREADY INSTALLED PRE-FABRICATED SMALL MAMMAL ESCAPE RAMPS. CONTRACTOR SHALL PERFORM WORK IN A MANNER TO NOT BLOCK THESE NECESSARY ESCAPE RAMPS. 9. HDPE DISTRIBUTION WATERLINE, CORRUGATED HDPE PIPE HEADBOXES, AND METAL TROUGHS WILL BE FURNISHED BY THE FOREST HDPE DISTRIBUTION WATERLINE, CORRUGATED HDPE PIPE HEADBOXES, AND METAL TROUGHS WILL BE FURNISHED BY THE FOREST SERVICE. GOVERNMENT SUPPLIED MATERIALS ARE STORED AT THE CASSIA COUNTY STORAGE YARD (1034 HANSEN AVENUE, BURLEY, IDAHO 83318) OR THE FOREST SERVICE YARD (230 N. MAIN STREET, MALTA, IDAHO 83342). COORDINATE MATERIAL PICKUP WITH CONTRACTING OFFICER A MINIMUM OF THREE (3) DAYS IN ADVANCE. 10. ALL WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ALL WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE CURRENT AMERICAN WOOD PROTECTION ASSOCIATION (AWPA). TREATMENT SHALL COMPLY WITH THE REQUIREMENTS OF THE CURRENT EDITION OF WESTERN WOOD PRESERVERS INSTITUTE (WWPI) "BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED WOOD IN AQUATIC ENVIRONMENTS". POST MEMBERS AND LOWER TROUGH SUPPORTS (6x6's & 4x4's) SHALL BE TREATED WITH COPPER NAPHTHENATE IN HYDROCARBON SOLVENT 'A', OR CCA AND MEET AWPA UC4C USE CATEGORY FOR GROUND CONTACT EXTREME DUTY. ALL OTHER MEMBERS SHALL BE PRESSURE TREATED SO SUITABLE FOR GROUND CONTACT.

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1. PIPE SHALL BE HANDLED IN A MANNER TO PREVENT DAMAGE TO THE PIPE. PIPE AND FITTINGS SHALL BE LOADED/UNLOADED USING PIPE SHALL BE HANDLED IN A MANNER TO PREVENT DAMAGE TO THE PIPE. PIPE AND FITTINGS SHALL BE LOADED/UNLOADED USING APPROVED METHODS WHICH AVOID SHOCK OR DAMAGE. UNDER NO CIRCUMSTANCES SHALL PIPE BE DROPPED, SKIDDED OR ROLLED AGAINST OTHER PIPE. 2. DIRT OR OTHER FOREIGN MATERIAL SHALL BE PREVENTED FROM ENTERING THE PIPE OR PIPE JOINT DURING HANDLING OR LAYING DIRT OR OTHER FOREIGN MATERIAL SHALL BE PREVENTED FROM ENTERING THE PIPE OR PIPE JOINT DURING HANDLING OR LAYING OPERATIONS. ANY PIPE OR FITTING THAT HAS BEEN INSTALLED WITH DIRT OR FOREIGN MATERIAL IN IT SHALL BE REMOVED, CLEANED, AND RELAYED. AT TIMES WHEN PIPE LAYING IS NOT IN PROGRESS THE OPEN ENDS OF THE PIPE SHALL BE CLOSED WITH A WATER TIGHT PLUG OR BY OTHER APPROVED MEANS TO ENSURE CLEANLINESS OF PIPE INSIDE. 3. BURY WATERLINE TO ACHIEVE A MINIMUM OF 18 INCHES OF COVER UNLESS APPROVED OTHERWISE BY THE CONTRACTING OFFICER. ALSO, BURY WATERLINE TO ACHIEVE A MINIMUM OF 18 INCHES OF COVER UNLESS APPROVED OTHERWISE BY THE CONTRACTING OFFICER. ALSO, SLOPE ALL NEW WATERLINE AT A MINIMUM 1.00% TO DRAIN. 4. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER, SO FOR A 2" NOMINAL PIPE THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER, SO FOR A 2" NOMINAL PIPE DIAMETER, THE RESULTANT MINIMUM BENDING RADIUS IS 60" (5'-0").

AutoCAD SHX Text 6856 7577 7414 6549 7348 6050 7087 6226 7212 6946 5842 6885 6807 7563 6515 6165 7136 5938 7073 7141

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ALLOTMENT - WATER SYSTEM NAME

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APPROX. TROUGH LOCATION (LATITUDE/LONGITUDE)

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ELEVATION (FEET)

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ID

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TROUGH TYPE

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YES NO NO NO NO YES NO YES YES NO NO NO YES NO NO NO YES NO NO NO

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HEADBOX REPLACEMENT

AutoCAD SHX Text *NOTE: TROUGHS WILL ALREADY BE STAGED AT SITES A1, B4, C6, & D1 PRIOR TO BEGINNING CONSTRUCTION.: TROUGHS WILL ALREADY BE STAGED AT SITES A1, B4, C6, & D1 PRIOR TO BEGINNING CONSTRUCTION.

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

BADGER FIRE

DISASTER RELIEF

WATER

DEVELOPMENTS

SAWTOOTH

NATIONAL FOREST

MINIDOKA RANGER DISTRICT

WATER SYSTEM

SCHEMATIC, NOTES, &

TROUGH CONFIGURATION

(TYPE 1)

1/26/2024

B.RICHINS

B.RICHINS

S.ROBNETT

3 6

TROUGH CONSTRUCTION NOTES (ALL TYPES):

ANTICIPATED DISTRIBUTION PIPELINE LENGTHS

CATTLE TROUGH WATERLINE LAYOUT PLAN/PROFILE/SECTION

CATTLE TROUGH WOOD SUPPORT LAYOUT PLAN/PROFILE/SECTION

TYPICAL OVERALL SYSTEM DISTRIBUTION LAYOUT SCHEMATIC

TROUGH CONFIGURATION (TYPE 1)

PLAN

PROFILE SECTION

PLAN

PROFILE SECTION

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2" HDPE

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2" HDPE

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FROM SPRING

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TO DRAIN

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SLOPE @ 1% (MIN) TO DRAIN ALONG ENTIRE LENGTH

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GSP UNION (TYP)

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CURB VALVE

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GSP VERTICAL TEE (TYP)

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HDPE/GSP TRANSITION FITTING (TYP)

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SLOPE @ 1% (MIN) TO DRAIN TO MAINLINE

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UNION

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2" NIPPLE (TYP)

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90° ELBOW

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METAL TROUGH

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METAL TROUGH

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METAL TROUGH

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90° ELBOW (TYP)

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LEVEL

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LEVEL

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4" NIPPLE

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CONNECT TO 2" PRE-THREADEDTROUGH COUPLER (TYP)

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90° ELBOW (TYP)

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WATER SUPPLY

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OVERFLOW/DRAIN

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WATER SUPPLY

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OVERFLOW/DRAIN

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~TROUGH END LID~

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TROUGH END LID

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TROUGH BAFFLE

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SLOPE @ 1% (MIN) TO DRAIN TO MAINLINE

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UNION (TYP)

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UNION (TYP)

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TROUGH WORK LIMIT LINE

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EXISTING GROUND SURFACE

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SYSTEM DRAIN

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SYSTEM SPRING HEADBOX

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SYSTEM WATER TROUGH CONFIGURATION (SINGLE/TRIPLE)

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SYSTEM DISTRIBUTION WATERLINE

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DRAIN DAYLIGHT

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TROUGH END

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HEADBOX CENTER

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1. TROUGH DIMENSIONS MAY VARY SLIGHTLY FROM WHAT'S NOTED. AS SUCH, FIELD ADJUSTMENT OF TREATED WOOD TROUGH DIMENSIONS MAY VARY SLIGHTLY FROM WHAT'S NOTED. AS SUCH, FIELD ADJUSTMENT OF TREATED WOOD SUPPORTS, FRAMES, AND ALL OTHER TREATED WOOD COMPONENTS WILL LIKELY BE NECESSARY TO RENDER THE FINAL CONSTRUCTED SYSTEM CONSISTENT WITH THE DESIGN INTENT. 2. ALL WATERLINE PIPING WITHIN THE DASHED TROUGH SYSTEM FOOTPRINT AS SHOWN SHALL BE 2-INCH DIAMETER ALL WATERLINE PIPING WITHIN THE DASHED TROUGH SYSTEM FOOTPRINT AS SHOWN SHALL BE 2-INCH DIAMETER GALVANIZED SCHEDULE 40 STEEL PIPE (GSP), EXCEPT WHERE OTHERWISE CALLED OUT. CONTRACTOR SHALL PROVIDE REQUIRED SHORT PIPE NIPPLES NECESSARY TO CONNECT TEES/VALVES/ELBOWS/UNIONS/ETC. TOGETHER IF NOT SPECIFICALLY CALLED OUT. CONTRACTOR SHALL COORDINATE APPROVAL OF FULL PIPE SYSTEM LAYOUT PRIOR TO INSTALLATION. CARE SHALL BE MADE TO ENSURE INSTALLATION WILL ALLOW FOR EASE IN FUTURE SYSTEM MAINTENANCE. ADDITIONAL PIPE FITTINGS NOT SHOWN MAY BE REQUIRED. 3. TROUGH SUPPLY AND OVERFLOW/DRAIN PIPING SHALL BE INSTALLED TO DRAIN BACK TO MAINLINE FOR PROPER TROUGH SUPPLY AND OVERFLOW/DRAIN PIPING SHALL BE INSTALLED TO DRAIN BACK TO MAINLINE FOR PROPER SYSTEM SHUTDOWN AND WINTERIZATION. PIPING SHOWN IS DEPICTED SCHEMATICALLY. 4. APPROVED CORROSIVE RESISTANT STRAPS SHALL BE USED TO SECURE EXPOSED VERTICAL PIPE TO END WOOD POSTS. APPROVED CORROSIVE RESISTANT STRAPS SHALL BE USED TO SECURE EXPOSED VERTICAL PIPE TO END WOOD POSTS. PROVIDE A MINIMUM OF ONE (1) STRAP FOR EACH END POST SCRAP SPACER SHOWN. 5. CONTRACTOR SHALL USE CARE WHEN INSTALLING NEW TROUGHS AND ASSOCIATED TREATED TIMBER SUPPORT SYSTEM CONTRACTOR SHALL USE CARE WHEN INSTALLING NEW TROUGHS AND ASSOCIATED TREATED TIMBER SUPPORT SYSTEM TO ENSURE THAT THE UNDERLYING TROUGH SUBGRADE IS PROTECTED TO PRESERVE UNDERLYING STRUCTURAL STABILITY. SUBGRADE AND ANY PLACED FILL OR AGGREGATE SHALL BE COMPACTED TO CONTRACTING OFFICER'S SATISFACTION PRIOR TO TROUGH INSTALLATION. 6. TREATED WOOD COMPONENTS SHALL BE FASTENED TOGETHER WITH CORROSIVE RESISTANT #17 OR LARGER DIAMETER TREATED WOOD COMPONENTS SHALL BE FASTENED TOGETHER WITH CORROSIVE RESISTANT #17 OR LARGER DIAMETER WASHERHEAD LAG SCREWS. SCREWS SHALL BE OF LENGTH TO PENETRATE INTO HALF THE WIDTH OF THE MEMBER BEING ANCHORED TO. TWO SCREWS SHALL BE USED AT EACH TIMBER MEMBER CONNECTION POINT. PRE-DRILL TREATED WOOD, IF NEEDED, TO PREVENT SPLITTING. 7. ALL WOOD SUPPORT MATERIALS SHALL BE PRESERVATIVE TREATED. CONTRACTOR SHALL FURNISH AND APPLY A ALL WOOD SUPPORT MATERIALS SHALL BE PRESERVATIVE TREATED. CONTRACTOR SHALL FURNISH AND APPLY A MINIMUM THREE (3) COATS COPPER NAPHTHENATE OR OTHER APPROVED FIELD PRESERVATIVE TO ALL FIELD-CUT TREATED WOOD MEMBERS. 8. SHEEP TROUGH PIPE CONNECTIONS WILL NEED TO BE FIELD CORED/CUT. APPROVED WATER-TIGHT FITTINGS SHALL BE SHEEP TROUGH PIPE CONNECTIONS WILL NEED TO BE FIELD CORED/CUT. APPROVED WATER-TIGHT FITTINGS SHALL BE PROVIDED TO PREVENT LEAKING.

AutoCAD SHX Text 275 145 165 55 540 70 185 450 850 290 460 1040 340 870 170 240 110 300 260 565

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ANTICIPATED PIPELINE DISTANCE (FEET)

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AutoCAD SHX Text BADGER MOUNTAIN S&G - PICKETT LOWER TROUGH TRAPPER CREEK S&G - PALMER SPRING TROUT CREEK S&G - GRAVEL SPRING FALL-SWANTY C&H - POINT SPRING THIRD FORK S&G - CHICKEN SPRING OAKLEY VALLEY C&H - CHOKECHERRY SPRING COAL PIT C&H - SECOND ROCK SPRING OAKLEY VALLEY C&H - WILSON SPRING TROUT CREEK S&G - CRYSTAL SPRING FALL-SWANTY C&H - COLDWATER SPRING OAKLEY VALLEY C&H - RODEO SPRING BADGER MOUNTAIN S&G - FLAT IRON SPRING OAKLEY VALLEY C&H - SOUTH COTTONWOOD SPRING BADGER MOUNTAIN S&G - PICKET UPPER TROUGH TROUT CREEK S&G - SHEEP SPRING OAKLEY VALLEY C&H - DRY FORK SPRING TRAPPER CREEK S&G - FIREWALL TROUGH BADGER MOUNTAIN S&G - LOST TROUGH TRAPPER CREEK S&G - JONES SPRING OAKLEY VALLEY C&H - CABIN SPRING #2

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ALLOTMENT - WATER SYSTEM NAME

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ID

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1885' TOTAL

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2640' TOTAL

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825' TOTAL

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2030' TOTAL

NOTE: : ANTICIPATED PIPELINE DISTANCES NOTED ABOVE ARE APPROXIMATE AND WILL LIKELY VARY BASED ON FINAL APPROVED HEADBOX, TROUGH, AND DRAIN STRUCTURE LOCATIONS, AS STAKED ON THE GROUND PRIOR TO CONSTRUCTION BY THE CONTRACTING OFFICER.

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

BADGER FIRE

DISASTER RELIEF

WATER

DEVELOPMENTS

SAWTOOTH

NATIONAL FOREST

MINIDOKA RANGER DISTRICT

TROUGH CONFIGURATION

(TYPE 2)

1/26/2024

B.RICHINS

B.RICHINS

S.ROBNETT

4 6

SINGLE SHEEP TROUGH WATERLINE LAYOUT PLAN/PROFILE/SECTION

SINGLE SHEEP TROUGH WOOD SUPPORT LAYOUT PLAN/PROFILE/SECTION

TROUGH CONFIGURATION (TYPE 2)

PLAN

PROFILE SECTION

PLAN

PROFILE SECTION

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

FROM SPRING

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

SLOPE @ 1% (MIN) TO DRAIN ALONG ENTIRE LENGTH

AutoCAD SHX Text

GSP UNION (TYP)

AutoCAD SHX Text

2" HDPE WATERLINE

AutoCAD SHX Text

GSP VERTICAL TEE

AutoCAD SHX Text

2" NIPPLE (TYP)

AutoCAD SHX Text

HDPE/GSP TRANSITION FITTING (TYP)

AutoCAD SHX Text

GSP VERTICAL TEE

AutoCAD SHX Text

2" NIPPLE (TYP)

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

GSP UNION (TYP)

AutoCAD SHX Text

HDPE/GSP TRANSITION FITTING (TYP)

AutoCAD SHX Text

SLOPE @ 1% (MIN) TO DRAIN TO MAINLINE

AutoCAD SHX Text

UNION

AutoCAD SHX Text

2" NIPPLE (TYP)

AutoCAD SHX Text

ELBOW

AutoCAD SHX Text

90° ELBOW (TYP)

AutoCAD SHX Text

4" NIPPLE

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

90° ELBOW

AutoCAD SHX Text

UNION

AutoCAD SHX Text

UNION (TYP)

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

UNION

AutoCAD SHX Text

6" NIPPLE

AutoCAD SHX Text

ELBOW

AutoCAD SHX Text

WATER SUPPLY

AutoCAD SHX Text

OVERFLOW/DRAIN

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

TROUGH END LID

AutoCAD SHX Text

TROUGH BAFFLE

AutoCAD SHX Text

FIELD DRILL/CORE TROUGH TO ACCOMMODATE WATER-TIGHT PIPE CONNECTION (TYP)

AutoCAD SHX Text

TROUGH WORK LIMIT LINE

AutoCAD SHX Text 6"x6"x5'-0" POST (TYP)

AutoCAD SHX Text 4"x4"x8'-0" TOP STIFFENER (TYP) ALTERNATE AS SHOWN

AutoCAD SHX Text 6"x6"x5'-0" POST (TYP)

AutoCAD SHX Text 4"x4"x3'-3"±TROUGH SUPPORT (TYP)

AutoCAD SHX Text 2"x8" TROUGH SUPPORT (TYP)

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text 2"x8" TROUGH SUPPORT (TYP)

AutoCAD SHX Text 2"x8" WOOD PIPE SUPPORT (TYP)

AutoCAD SHX Text 4"x4" TOP STIFFENER (TYP)

AutoCAD SHX Text 4"x4"x4'-0" END POST (TYP)

AutoCAD SHX Text 4"x4"x5'-0"±TROUGH SUPPORT (TYP)

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

EXISTING GROUND SURFACE

AutoCAD SHX Text 4"x4"x4'-0 END POST (TYP)

AutoCAD SHX Text 2"x8"x3'-3"± SUPPORT STIFFENER (TYP)

AutoCAD SHX Text 2"x8" SUPPORT STIFFENER (TYP)

AutoCAD SHX Text 4"x4" STIFFENER (TYP)

AutoCAD SHX Text 2"x8"x3'-3"± SUPPORT STIFFENER (TYP)

AutoCAD SHX Text 4"x4"x4'-0" END POST (TYP)

AutoCAD SHX Text 6"x6"x5'-0" POST (TYP)

AutoCAD SHX Text 2"x8" WOOD PIPE SUPPORT

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

NOT TO SCALE

NOT TO SCALE

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R04)

INTERMOUNTAIN REGION

BADGER FIRE

DISASTER RELIEF

WATER

DEVELOPMENTS

SAWTOOTH

NATIONAL FOREST

MINIDOKA RANGER DISTRICT

TROUGH CONFIGURATION

(TYPE 3)

1/26/2024

B.RICHINS

B.RICHINS

S.ROBNETT

5 6

TRIPLE SHEEP TROUGH WATERLINE LAYOUT PLAN/PROFILE

TRIPLE SHEEP TROUGH WOOD SUPPORT LAYOUT PLAN/PROFILE

TROUGH CONFIGURATION (TYPE 3)

PLAN

PROFILE

PLAN

PROFILE

AutoCAD SHX Text

UNION (TYP)

AutoCAD SHX Text

3" GSP (TYP)

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

METAL TROUGH

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

FROM SPRING

AutoCAD SHX Text

GSP VERTICAL TEE

AutoCAD SHX Text

2" NIPPLE (TYP)

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

GSP UNION (TYP)

AutoCAD SHX Text

HDPE/GSP TRANSITION FITTING (TYP)

AutoCAD SHX Text

WATER SUPPLY

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

GSP UNION (TYP)

AutoCAD SHX Text

2" HDPE WATERLINE

AutoCAD SHX Text

GSP VERTICAL TEE

AutoCAD SHX Text

2" NIPPLE (TYP)

AutoCAD SHX Text

HDPE/GSP TRANSITION FITTING (TYP)

AutoCAD SHX Text

90° ELBOW (TYP)

AutoCAD SHX Text

4" NIPPLE

AutoCAD SHX Text

UNION (TYP)

AutoCAD SHX Text

TROUGH END LID

AutoCAD SHX Text

TROUGH BAFFLE

AutoCAD SHX Text

90° ELBOW

AutoCAD SHX Text

UNION

AutoCAD SHX Text

OVERFLOW/DRAIN

AutoCAD SHX Text

BREAKLINE

AutoCAD SHX Text

BREAKLINE

AutoCAD SHX Text

FIELD DRILL/CORE TROUGH TO ACCOMMODATE WATER-TIGHT PIPE CONNECTION (TYP)

AutoCAD SHX Text

TROUGH WORK LIMIT LINE

AutoCAD SHX Text 2"x8" TROUGH SUPPORT / TROUGH CONNECTION MEMBER (TYP)

AutoCAD SHX Text TREATED WOOD FRAME SUPPORT SYSTEM (SEE TYPE 2 TROUGH CONFIGURATION) - TYPICAL ALL THREE TROUGHS

AutoCAD SHX Text 4"x4"x4'-0" END POST (TYP)

AutoCAD SHX Text 4"x4"x4'-0 END POST (TYP)

AutoCAD SHX Text

BREAKLINE

AutoCAD SHX Text

BREAKLINE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

NOT TO SCALE

6" 4"

O .D

PIPE ZONE BEDDING &

BACKFILL MATERIAL

PI

PE

Z O

N E

TRENCH WIDTH

(2'-0")

BACKFILL MATERIAL 12

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

C:

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(R04)

INTERMOUNTAIN REGION

BADGER FIRE

DISASTER RELIEF

WATER

DEVELOPMENTS

SAWTOOTH

NATIONAL FOREST

MINIDOKA RANGER DISTRICT

SPRING HEADBOX

CONSTRUCTION

& DETAILS

1/26/2024

B.RICHINS

B.RICHINS

S.ROBNETT

6 6

NEW SPRING HEADBOX CONSTRUCTION PLAN/PROFILE

PROFILE

PLAN

SECTION A - A

A

A

RODENT PROOF DAYLIGHT DRAIN DETAIL

CURB VALVE & BOX DETAIL

WATERLINE TRENCH DETAIL

TYPICAL TROUGH GRADING DETAIL

AutoCAD SHX Text

2-INCH DIAMETER GSP

AutoCAD SHX Text

SEPARATION/DRAINAGE GEOTEXTILE FABRIC (TYPICAL SIDES AND BOTTOM)

AutoCAD SHX Text 24-INCH DIAMETER x 4'-0" TALL CORRUGATED HDPE PIPE

AutoCAD SHX Text

TO TROUGH

AutoCAD SHX Text

TO TROUGH

AutoCAD SHX Text

OVERFLOW

AutoCAD SHX Text

2-INCH DIAMETER GSP

AutoCAD SHX Text

2-INCH DIAMETER HDPE

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

UPPER OVERFLOW

AutoCAD SHX Text

LOWER OVERFLOW

AutoCAD SHX Text

HEADBOX LID BY FOREST SERVICE PERSONNEL

AutoCAD SHX Text 4-INCH DIAMETER PERFORATED HDPE SLOTTED PIPE WITH GEOSYNTHETIC AGGREGATE ENCASED IN GEOTEXTILE SOCK (8-INCH OUTSIDE DIAMETER). CAP UPSTREAM END TO KEEP OUT DEBRIS AS REQUIRED.

AutoCAD SHX Text

SEPARATION/DRAINAGE GEOTEXTILE FABRIC (BURRITO-WRAP)

AutoCAD SHX Text NOTE:ALL OUTLET PIPE :ALL OUTLET PIPE CONNECTIONS TO NEW SPRING HEADBOXES SHALL BE MADE WITH APPROVED WATER-TIGHT RUBBER BOOT OR SIMILAR TO PREVENT LEAKING

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

GSP UNION

AutoCAD SHX Text

UNION

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

HDPE/GSP TRANSITION FITTING

AutoCAD SHX Text

END CAP

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text 10'-0" LENGTH 2" DIAMETER GALVANIZED STEEL PIPE. CONNECT TO 2" DIAMETER HDPE DRAIN PIPE WITH THREADED TRANSITION COUPLING

AutoCAD SHX Text

CLASS I RIPRAP

AutoCAD SHX Text EXCAVATE BELOW DRAIN OUTLET TO ACCOMMODATE RIPRAP END PROTECTION. ENSURE POSITIVE DRAINAGE AWAY FROM DRAIN OUTLET

AutoCAD SHX Text FLAT STEEL ROUND SUCTION STRAINER WITH " STRAINER HOLES. OUTSIDE 38" STRAINER HOLES. OUTSIDE DIAMETER SHALL MATCH PIPE SIZE

AutoCAD SHX Text

DAYLIGHT DRAIN END

AutoCAD SHX Text

SHUT-OFF ROD

AutoCAD SHX Text

PENTAGON KEY

AutoCAD SHX Text

FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

CURB VALVE BOX EXTENSION & SUPPORT

AutoCAD SHX Text

CAST IRON LID

AutoCAD SHX Text

GSP NIPPLE

AutoCAD SHX Text

GSP UNION

AutoCAD SHX Text

GSP

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text 2'x2' REINFORCED CONCRETE APRON, CENTERED ON VALVE (TROUGH VALVES ONLY)

AutoCAD SHX Text

CURB BOX EXTENSION

AutoCAD SHX Text

CRUSHED AGGREGATE BASE SUPPORT

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text

FURNISH ONE KEY FOR EACH FIVE (OR FRACTION THEREOF) CURB AND/OR VALVE BOXES

AutoCAD SHX Text

NATIVE GROUND

AutoCAD SHX Text

FOUNDATION LEVEL

AutoCAD SHX Text

TROUGH

AutoCAD SHX Text

EXISTING GROUND TERRAIN

AutoCAD SHX Text

2% OUTSLOPE

AutoCAD SHX Text

4H:1V (MAX) CUT SLOPE

AutoCAD SHX Text

4H:1V (MAX) FILL SLOPE

AutoCAD SHX Text

2% OUTSLOPE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE