J.5_Drawings_AlturasWater_Restoration.pdf

PDF 9 MB Posted Jan 26, 2022

Attached to: Alturas Water System Improvement & Cabin Creek Drainage Restoration project on the Sawtooth National Forest
Solicitation number: 1240LT22R0008
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications is for the Alturas Water System Improvement & Cabin Creek Drainage Restoration project on the Sawtooth National Forest. Work includes installing a new well and waterline, upgrading the existing water system, and restoring the historic Cabin Creek drainage channel. The project will reconfigure the Alturas outlet picnic area parking lot and water service, replace vault toilets, and modify an existing hand pump well. Construction will remove fill material, regrade areas, and install signs, fencing and other site amenities.

View the file

Other files

File	Type	Posted
1240LT22R0008_Amend 01.pdf	PDF	Feb 22, 2022
J.3_FP14SupplementalSpecs_AlturasWater_Restoration.pdf	PDF	Jan 26, 2022
1240LT22R0008_RFP.pdf	PDF	Jan 26, 2022
J.2_PreBidMeeting_SignInSheet_Alturas.pdf	PDF	Jan 26, 2022
J.4_CSISpecsSupplementalSpecs_AlturasWater_Restoration.pdf	PDF	Jan 26, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS TO VICINITY OF THE NEW WELL:

SHEET OF

United States Department of Agriculture

Forest Service

1 32

FROM THE SAWTOOTH NRA RANGER STATION IN STANLEY,

IDAHO, HEAD SOUTH ON STATE HIGHWAY 75 FOR 18.5 MILES;

TURN RIGHT ONTO FOREST ROAD 205 AND CONTINUE FOR

3.1 MILES; TURN RIGHT ONTO FOREST ROAD 436, WHICH IS

APPROXIMATELY 600' FROM THE NEW WELL LOCATION

PREPARED BY:

STAFF ENGINEER DATE

(R04) INTERMOUNTAIN REGION

SAWTOOTH NATIONAL FOREST

BLAINE COUNTY

IDAHO

ALTURAS WATER SYSTEM IMPROVEMENTS

AND CABIN CREEK DRAINAGE RESTORATION

Braidy K. Richins, PE 4/01/21

TECHNICAL REVIEW BY:

FOREST ENGINEER DATE

Shawn Robnett, PE 4/01/21

RECOMMENDED BY:

AREA RANGER DATE

FOREST SUPERVISOR DATE

APPROVED BY:

DIRECTOR OF ENGINEERING DATE

Kirk Flannigan 4/07/21

Jim DeMaagd 4/21/21

Chris Campbell 4/26/21

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

INDEX OF SHEETS

12/20/2021

B.RICHINS

S.ROBNETT

INDEX OF SHEETS

SHEET SHEET TITLE

01 COVER SHEET

INDEX OF SHEETS

VICINITY MAP & SURVEY CONTROL PLAN

LEGEND AND TYPICAL SECTIONS

WORK AREA OVERVIEW PLAN & GENERAL NOTES

SITE PLAN - EXISTING

SITE PLAN - PROPOSED

PUMPHOUSE BUILDING AND PLUMBING LAYOUT PLAN

WELL CONSTRUCTION & PUMP INSTALLATION DETAILS

INDEX OF SHEETS

SHEET SHEET TITLE

GENERAL

SITE PLAN - EXISTING

PROPOSED IMPROVEMENTS OVERVIEW REFERENCE PLAN

FILL REMOVAL AREA #1 PLAN & SECTIONS

INDEX OF SHEETS

SHEET SHEET TITLE

OUTLET WORK AREA

NEW WELL SITE AREA

DITCH FILL GRADING AREA PLAN & SECTIONS

OUTLET PARKING LOT GRADING AND WATER SERVICE CONNECTION PLAN

FILL REMOVAL AREA #2 PLAN & SECTIONS

INDEX OF SHEETS

SHEET SHEET TITLE

HYDRANT WITH POST, FRAME & GRATE DETAIL

TYPICAL HANDPUMP CONSTRUCTION DETAIL

WATER CONSTRUCTION DETAILS - I

WATER CONSTRUCTION DETAILS - II

GATE INSTALLATION DETAILS

DETAILS

OUTLET PARKING LOT & ACCESS CENTERLINE PLAN & PROFILE

EXISTING WELL RECONFIGURATION PLAN

TENT CG VAULT TOILET LAYOUT PLAN & VAULT INSTALLATION DETAIL

SIGN REPLACEMENT SCHEDULE & DETAILS

INDEX OF SHEETS

SHEET SHEET TITLE

UTILITY BUILDING CONTROLS27

STORAGE TANK RADIO CONTROLS

STORAGE TANK RADIO CONTROLS CONTINUED

ELECTRICAL & TELEMETRY

UTILITY BUILDING ELECTRICAL

BASE BID:

OPTION ITEMS:

INDEX OF SHEETS

SHEET SHEET TITLE

PICNIC AREA TABLE & FIRE RING INSTALLATION DETAILS (OPTION ITEM 2)

PICNIC AREA LOGWORM FENCE INSTALLATION DETAILS (OPTION ITEM 3)

PICNIC AREA SITE IMPROVEMENTS PLAN & OPTION ITEM 1 WORK

WELL SUPPLY CONNECTION TO EXISTING WATERLINE & PRV LAYOUT PLAN

OUTLET PICNIC AREA SITE IMPROVEMENTS

AutoCAD SHX Text

PROJECT NAME

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

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

VICINITY MAP &

SURVEY CONTROL

PLAN

12/20/2021

B.RICHINS

S.ROBNETT

VICINITY MAP

SURVEY CONTROL

SURVEY NOTE:

POINT TABLE

POINT #

NORTHING

824668.88

824568.43

824590.77

824372.20

EASTING

1415435.42

1416413.29

1416068.80

1416353.74

ELEVATION

7033.85

7028.76

7030.81

7027.42

DESCRIPTION

5I8RBRIBASE

5I8RBRCP1

5I8RBRCP2

GEOBMARK

GENERAL NOTES:

BASIS OF BEARING:

AutoCAD SHX Text

PROJECT NAME

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 GEOGRAPHIC COORDINATES SHOWN ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 (2011-EPOCH 2010) AND WERE DETERMINED BY GLOBAL POSITIONING SYSTEM CARRIER PHASE OBSERVATIONS, AND ADJUSTED TO THE NATIONAL SPATIAL REFERENCE SYSTEM USING A NETWORK OF CONTINUOUSLY OPERATION REFERENCE STATIONS (CORS).

AutoCAD SHX Text THE BASIS OF BEARING FOR THIS SURVEY WAS DERIVED FROM GPS OBSERVATIONS WITHIN THE PROJECT CONTROL NETWORK REDUCED TO THE IDAHO STATE PLANE COORDINATE SYSTEM, NAD83, WEST ZONE. THE CONVERGENCE ANGLE OF -0°35'24" WAS CALCULATED AT THE POINT 2219 CP1.

AutoCAD SHX Text X

AutoCAD SHX Text

= CONTROL POINT LOCATIONCONTROL POINT LOCATION

AutoCAD SHX Text

1. A DETAILED TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE AREA A DETAILED TOPOGRAPHIC SURVEY WAS PERFORMED FOR THE AREA IN/AROUND THE EXISTING ALTURAS OUTLET PICNIC AREA FOR SAKE OF DETERMINING THE CABIN CREEK HISTORIC CHANNEL DRAINAGE ALONG WITH ADJACENT GRADING/FEATURES. 2. WATER SYSTEM IMPROVEMENTS AT BOTH WELL LOCATIONS (NEW/EXISTING) WATER SYSTEM IMPROVEMENTS AT BOTH WELL LOCATIONS (NEW/EXISTING) IS SCHEMATIC AND BASED ON GOOGLE EARTH IMAGERY, INDIVIDUAL SITE INSPECTION/OBSERVATION, AND ASBUILT DRAWING REFERENCE. CONTRACTOR SHALL COORDINATE APPROVAL OF ALL PROPOSED WORK AT BOTH WELL LOCATIONS WITH CONTRACTING OFFICER PRIOR TO BEGINNING CONSTRUCTION.

AutoCAD SHX Text

NEW WELL AREA

AutoCAD SHX Text

ALTURAS OULTET WORK AREA

STORAGE TANK AREA

W W W W W

TYPICAL PARKING LOT ACCESS ROADWAY SECTION

NTS

TYPICAL PARKING LOT SECTION

NTS

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

LEGEND AND

TYPICAL SECTIONS

12/20/2021

B.RICHINS

S.ROBNETT

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

%%UEXISTING

AutoCAD SHX Text

%%UPROPOSED

AutoCAD SHX Text EXISTING PAVED ROAD EDGE EXISTING GRAVEL PARKING EDGE EXISTING TRAIL EXISTING DITCH / FLOW CHANNEL EXISTING POND AREA LIMITS EXISTING UNDERGROUND WATER EXISTING UNDERGROUND POWER EXISTING UNDERGROUND PHONE EXISTING CONTOUR (MAJOR) EXISTING SIGN EXISTING CULVERT EXISTING RESTROOM BUILDING EXISTING STEPS/RETAINER EXISTING WHEEL STOP EXISTING FEE TUBE EXISTING BULLETIN BOARD EXISTING UTILITY POLE EXISTING WATER APPURTENANCES EXISTING GARBAGE DUMPSTER EXISTING BOX CULVERT STRUCTURE AND RIPRAP END PROTECTION EXISTING TELEPHONE PEDESTAL EXISTING POWER TRANSFORMER PEDESTAL EXISTING PICNIC AREA SITE FURNITURE/AMENITIES

AutoCAD SHX Text PROPOSED AGGREGATE BASE PARKING AREA PROPOSED NATIVE SURFACE TRAIL/PEDESTRIAN ZONE PROPOSED FILL REMOVAL AREA PROPOSED ROADSIDE DITCH FILL GRADING AREA PROPOSED CENTERLINE PROPOSED EDGE OF PARKING AREA PROPOSED EDGE OF TRAIL/PEDESTRIAN ZONE PROPOSED ROADSIDE DITCH GRADE LINE PROPOSED CUT/FILL LIMIT LINE PROPOSED WATERLINE PROPOSED WATER SYSTEM DRAINLINE PROPOSED UNDERGROUND POWER PROPOSED WATER SYSTEM APPURTENANCES PROPOSED STEEL GATE PROPOSED BARRIER ROCK PROPOSED RESTROOM BUILDING PROPOSED GARBAGE DUMPSTER PAD PROPOSED PUMPHOUSE PROPOSED WHEEL STOP PROPOSED SIGN PROPOSED RELOCATED BULLETIN BOARD PROPOSED RELOCATED FEE TUBE

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text W

AutoCAD SHX Text

%%UTYPICAL SECTIONS

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

CUT/FILL @ 3H:1V

AutoCAD SHX Text 2.00%%%

AutoCAD SHX Text

DESIGN GRADE

AutoCAD SHX Text

GRADE PIVOT POINT

AutoCAD SHX Text

DAYLIGHT LINE

AutoCAD SHX Text

DAYLIGHT LINE

AutoCAD SHX Text

NATIVE SURFACE PEDESTRIAN ZONE

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

AutoCAD SHX Text 2.00%%%

AutoCAD SHX Text

DAYLIGHT LINE

AutoCAD SHX Text 2.00%%%

AutoCAD SHX Text

EDGE LINE

AutoCAD SHX Text

PIVOT POINT & DESIGN GRADE

AutoCAD SHX Text

DAYLIGHT LINE

AutoCAD SHX Text

PROJECT NAME

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

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

WORK AREA

OVERVIEW PLAN &

GENERAL NOTES

12/20/2021

B.RICHINS

S.ROBNETT

GENERAL NOTES:

OUTLET

PICNIC AREA

OUTLET

TENT CG

ALTURAS LAKE

PERKINS LAKE

WORK AREA OVERVIEW PLAN

SMOKEY LODGE

ORGANIZATIONAL CAMP

LUTHER HEIGHTS

ORGANIZATIONAL CAMP

SMOKEY

BEAR CG

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text

PROJECT NAME

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 N

AutoCAD SHX Text

FS ROAD #205

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

TO SH-75

AutoCAD SHX Text

NEW WELL SITE WORK AREA

AutoCAD SHX Text

EXISTING ALTURAS WATER SYSTEM SUPPLY WATERLINE

AutoCAD SHX Text

EXISTING ALTURAS WATER SYSTEM STORAGE TANK (43.9216°N,114.8676°W)

AutoCAD SHX Text

NEW 2020 WELL LOCATION (43.9247°N, 114.8625°W)±

AutoCAD SHX Text EXISTING WELL TO BE DISCONNECTED FROM ALTURAS WATER SYSTEM AND CONVERTED TO HAND PUMP SERVICE FOR OUTLET TENT CAMPGROUND

AutoCAD SHX Text

OUTLET WORK AREA

AutoCAD SHX Text WATER SERVICE TO OUTLET PICNIC AREA WILL BE RECONFIGURED IN CONJUNCTION WITH PARKING LOT RECONSTRUCTION TO ACCOMMODATE ONE HYDRANT SERVICE AND WILL MARK THE END OF THE EXISTING ALTURAS WATER SYTEM DISTRIBUTION WATERLINE

AutoCAD SHX Text

TO ALTURAS LAKE RECREATION AREA

AutoCAD SHX Text

EXISTING RV-FLUSH RESTROOMS SHALL BE REMOVED AND REPLACED WITH NEW VAULT TOILETS

AutoCAD SHX Text

ALTURAS LAKE CREEK

AutoCAD SHX Text

HISTORIC CABIN CREEK DRAINAGE TO BE RESTORED

AutoCAD SHX Text

1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF 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 SUBMIT A TRAFFIC CONTROL PLAN TO THE UNITED STATES FOREST SERVICE FOR REVIEW AND THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE UNITED STATES FOREST SERVICE FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. TRAFFIC CONTROL PLANS SHALL BE SUBMITTED FOR ALL ANTICIPATED WORK ACTIVITIES, INCLUDING BUT NOT LIMITED TO 1) CHANNEL FILL REMOVAL EFFORT; AND 2) GENERAL TRAFFIC CONTROL FOR WORK IN/AROUND CONSTRUCTION WORK ZONE AREA. THE CONTRACTOR MUST HAVE AN APPROVED PLAN IN HAND A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. CLOSURE OF EXISTING ALTURAS OUTLET PICNIC AREA AND TENT CLOSURE OF EXISTING ALTURAS OUTLET PICNIC AREA AND TENT CAMPGROUND PARKING LOTS WILL BE PERMITTED. 4. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE RECORDS. THIS DOES NOT THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE RECORDS. THIS DOES NOT THIS DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS AS UTILITY LOCATIONS MAY DIFFER FROM THOSE SHOWN OR ADDITIONAL UTILITIES MAY EXIST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, INCLUDING THE INVERT AND TOP OF PIPE ELEVATIONS AT CROSSING LOCATIONS, AND PROTECTING ALL UTILITIES AS APPLICABLE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY POTENTIAL CONFLICTS. THE CONTRACTOR SHALL CONTACT DIG LINE, INC. AT 1-800-342-1585 FOR UTILITY LOCATES A MINIMUM OF 48 HOURS PRIOR TO COMMENCING WITH EXCAVATION WORK. CONTRACTOR SHALL ALSO COORDINATE WORK AS APPLICABLE WITH RESPECTIVE UTILITY COMPANY AND PROVIDE AMPLE ADVANCED WARNING TO MINIMIZE DELAYS. 5. ALL CONSTRUCTION EQUIPMENT SHALL BE PRESSURE WASHED BEFORE ENTERING NATIONAL FOREST SYSTEM LANDS TO ALL CONSTRUCTION EQUIPMENT SHALL BE PRESSURE WASHED BEFORE ENTERING NATIONAL FOREST SYSTEM LANDS TO REDUCE/ELIMINATE THE TRANSPORT OF NOXIOUS WEEDS. COORDINATE INSPECTION BY CONTRACTING OFFICER AHEAD OF TIME. 6. 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 THE DAYLIGHT LINE CONSTRUCTION LIMITS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE FOREST SERVICE. 7. TREES AND OTHER VEGETATION EXIST AND ARE NOT SHOWN FOR CLARITY. CLEARING AND GRUBBING WORK SHALL BE TREES AND OTHER VEGETATION EXIST AND ARE NOT SHOWN FOR CLARITY. CLEARING AND GRUBBING WORK SHALL BE EXPECTED WHERE IMPROVEMENTS EXTEND BEYOND EXISTING FEATURE EDGES, ESPECIALLY ALONG THE LENGTH OF THE FORMER ROADWAYS, FILL REMOVAL AREAS, NEW VAULT TOILET LOCATIONS, AND NEW WELL VICINITY. CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BIDDING, AND PLAN WORK ACCORDINGLY. 8. TEMPORARY CONSTRUCTION ACCESS TO THE EXISTING STORAGE TANK SHALL BE VIA THE EXISTING WATERLINE ALIGNMENT TEMPORARY CONSTRUCTION ACCESS TO THE EXISTING STORAGE TANK SHALL BE VIA THE EXISTING WATERLINE ALIGNMENT FOOTPRINT. ACCESS IS ASSUMED TO BE "BY FOOT". CONTRACTOR SHALL COORDINATE APPROVAL OF USE OF SMALL-FOOTPRINT EQUIPMENT USE WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. DISTURBANCE TO EXISTING TERRAIN SHALL BE REPAIRED/REHABILITATED TO PRE-CONSTRUCTION CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE FOREST SERVICE. CONTRACTOR SHALL USE APPROPRIATE APPROVED MEASURES FOR SAKE OF PREVENTING THE PUBLIC FROM TRAVERSING ACROSS THIS TEMPORARY CONSTRUCTION ACCESS. 9. THE CONTRACTOR SHALL VERIFY CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS PRIOR TO CONSTRUCTION TO ENSURE THE CONTRACTOR SHALL VERIFY CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS PRIOR TO CONSTRUCTION TO ENSURE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE CONTRACTING OFFICER. 10. COORDINATE ALL PUMP HOUSE ELECTRICAL SERVICE CONNECTION-RELATED WORK WITH SALMON RIVER ELECTRIC PRIOR TO COORDINATE ALL PUMP HOUSE ELECTRICAL SERVICE CONNECTION-RELATED WORK WITH SALMON RIVER ELECTRIC PRIOR TO BEGINNING CONSTRUCTION. 11. ALL EXISTING PIPE, STRUCTURES, AND APPURTENANCES, AND ALL CONSTRUCTION DEBRIS REMOVED FROM THE SITE SHALL BE ALL EXISTING PIPE, STRUCTURES, AND 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. 12. ALL IMPORTED CRUSHED AGGREGATE SHALL BE COMPACTED TO 95% (MAX) DRY DENSITY. ALL IMPORTED CRUSHED AGGREGATE SHALL BE COMPACTED TO 95% (MAX) DRY DENSITY. 13. THE CONTRACTOR SHALL MAINTAIN COMPLETE AND ACCURATE RECORD DRAWINGS.THE CONTRACTOR SHALL MAINTAIN COMPLETE AND ACCURATE RECORD DRAWINGS.

AutoCAD SHX Text

STORAGE TANK WORK AREA

EXISTING ALTURAS WATER SYSTEM DISTRIBUTION WATERLINE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

SITE PLAN - EXISTING

12/20/2021

B.RICHINS

S.ROBNETT

NEW WELL SITE AREA - EXISTING CONDITION

GENERAL NOTES:

AutoCAD SHX Text W

AutoCAD SHX Text

PROJECT NAME

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 N

AutoCAD SHX Text

TO STORAGE TANK

AutoCAD SHX Text

EXISTING 3" DIAMETER HDPE WATERLINE

AutoCAD SHX Text

EXISTING SEASONAL DRAINAGE

AutoCAD SHX Text

1. EXISTING FEATURE LOCATIONS ARE APPROXIMATE AND INTENDED TO PROVIDE A GENERAL RELATION TO ONE EXISTING FEATURE LOCATIONS ARE APPROXIMATE AND INTENDED TO PROVIDE A GENERAL RELATION TO ONE ANOTHER. 2. NOTED ELEVATIONS WERE GATHERED FROM GOOGLE EARTH AND ARE INTENDED TO PROVIDE AN APPROXIMATE NOTED ELEVATIONS WERE GATHERED FROM GOOGLE EARTH AND ARE INTENDED TO PROVIDE AN APPROXIMATE IDEA OF THE EXISTING TERRAIN AT THE CENTER OF THE NOTED FEATURE AS APPLICABLE. CONTRACTOR SHALL VERIFY ELEVATIONS BY HIS/HER OWN MEANS PRIOR TO CONSTRUCTION AND MAKE ADJUSTMENTS AS APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK. 3. ACCESS TO THE WELL SITE FROM EXISTING DIRT ACCESS ROADWAY / FORMER WASTE SITE WILL BE ACCESS TO THE WELL SITE FROM EXISTING DIRT ACCESS ROADWAY / FORMER WASTE SITE WILL BE FLAGGED/STAKED ON THE GROUND BY AUTHORIZED FOREST SERVICE PERSONNEL. CONTRACTOR SHALL COORDINATE ACCESS APPROVAL WITH CONTRACTING OFFICER A MINIMUM OF 48-HOURS IN ADVANCE TO MOBILIZING EQUIPMENT. CONTRACTOR SHALL USE EXTREME CARE TO ENSURE MINIMAL SITE DISTURBANCE.

AutoCAD SHX Text

EXISTING OVERHEAD POWER

AutoCAD SHX Text

EXISTING OVERHEAD POWER UTILITY POLE (7110'±)

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

TO ALTURAS OUTLET PICNIC AREA

AutoCAD SHX Text

EXISTING ACCESS ROADWAY / FORMER WASTE DISPOSAL AREA (7072'±)

AutoCAD SHX Text

NEW WELL DRILLED IN 2020 (7080'±)

APPROXIMATE TOE OF SLOPE LOCATION (7085'±)

WWWWW

WWWWWW

W W

W W W W W

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

SITE PLAN - PROPOSED

12/20/2021

B.RICHINS

S.ROBNETT

WELL, PUMPHOUSE & WATER SYSTEM

CONNECTION OVERVIEW PLAN

NEW WELL SITE AREA

LAYOUT PLAN

GENERAL NOTES:

AutoCAD SHX Text W

AutoCAD SHX Text

PROJECT NAME

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 N

AutoCAD SHX Text

TO STORAGE TANK

AutoCAD SHX Text

NEW PUMPHOUSE BUILDING (7081'±)

AutoCAD SHX Text

NEW BURIED POWER (BY OTHERS)

AutoCAD SHX Text

EXISTING 3" DIAMETER HDPE WATERLINE

AutoCAD SHX Text

EXISTING SEASONAL DRAINAGE

AutoCAD SHX Text

1. IMPROVEMENTS NOTED ARE SCHEMATIC AND WILL LIKELY CHANGE SLIGHTLY DEPENDING UPON EXISTING GROUND FEATURES, IMPROVEMENTS NOTED ARE SCHEMATIC AND WILL LIKELY CHANGE SLIGHTLY DEPENDING UPON EXISTING GROUND FEATURES, ELEVATIONS, ETC. THE DEPICTED LAYOUT IS INTENDED TO UTILIZE EXISTING VEGETATION FOR SAKE OF PROVIDING SOME SCREENING FOR THE NEW PUMP HOUSE STRUCTURE. 2. CONTRACTOR SHALL VERIFY EXISTING WATERLINE CONNECTION LOCATION, DEPTH, AND PIPE SIZE PRIOR TO NEW WATERLINE CONTRACTOR SHALL VERIFY EXISTING WATERLINE CONNECTION LOCATION, DEPTH, AND PIPE SIZE PRIOR TO NEW WATERLINE INSTALLATION. THE INTENT IS TO SLOPE THE NEW WATERLINE DOWN FROM THE PUMP HOUSE TO THE EXISTING CONNECTION LOCATION WHILE ALSO MAINTAINING A 2.5' MINIMUM BURY DEPTH. IF THIS IS NOT POSSIBLE, THEN THIS NEW WATERLINE SHALL BE SLOPED TO DRAIN TO THE WATERLINE DRAIN PIPE TEE AS SHOWN. 3. NOTED ELEVATIONS WERE GATHERED FROM GOOGLE EARTH AND ARE INTENDED TO PROVIDE AN APPROXIMATE IDEA OF THE NOTED ELEVATIONS WERE GATHERED FROM GOOGLE EARTH AND ARE INTENDED TO PROVIDE AN APPROXIMATE IDEA OF THE EXISTING TERRAIN AT THE CENTER OF THE NOTED FEATURE AS APPLICABLE. CONTRACTOR SHALL VERIFY ELEVATIONS BY HIS/HER OWN MEANS PRIOR TO CONSTRUCTION AND MAKE ADJUSTMENTS AS APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

AutoCAD SHX Text

NEW WELL SITE AREA. SEE LAYOUT PLAN, THIS SHEET.

AutoCAD SHX Text

NEW 2020 WELL (7080'±)

AutoCAD SHX Text NEW WATERLINE (TYPICAL). SLOPE TO DRAIN FROM PUMPHOUSE/WELL DOWN TO DRAIN LOCATION.

AutoCAD SHX Text

NEW BURIED POWER (TYPICAL)

AutoCAD SHX Text

EXISTING OVERHEAD POWER

AutoCAD SHX Text

EXISTING UTILITY POLE (7110'±)

AutoCAD SHX Text

AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text CONNECT NEW 2" HDPE WATERLINE TO EXISTING 3" HDPE WATERLINE INCLUDING INSTALLATION OF PRV AND OTHER APPURTENANCES (7081'±).SEE WATER CONNECTION DETAIL, NEXT SHEET.

AutoCAD SHX Text SLOPE NEW WATERLINE TO DRAIN FROM PUMPHOUSE DOWN UNIFORMLY TO CONNECTION TO EXISTING 3-INCH HDPE WATERLINE. IF NOT POSSIBLE, THEN SLOPE TO DRAIN BACK TO WATERLINE DRAIN PIPE TEE AND PUMP-OUT DRAIN AS SHOWN. ORIENT HDPE TEE SO DOWNWARD FACING.

AutoCAD SHX Text

NEW END OF LINE PUMP-OUT DRAIN

AutoCAD SHX Text

TO ALTURAS LAKE OUTLET PICNIC AREA

AutoCAD SHX Text

APPROXIMATE TOE OF SLOPE LOCATON (7085'±)

NEW PUMP-OUT DRAIN (IF NEEDED)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

WELL SUPPLY CONNECTION

TO EXISTING WATERLINE &

PRV LAYOUT PLAN

12/20/2021

B.RICHINS

S.ROBNETT

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

UTILITY BOX WITH PRESSURE REDUCING VALVE (SECTION A-A) NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

UTILITY BOX WITH PRESSURE REDUCING VALVE (PLAN) NOT TO SCALE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text NOTES: : SUPPORT PRESSURE REDUCING VALVE, PIPE AND PLUMBING APPURTENANCES WITH CONCRETE BLOCK. UNLESS OTHERWISE NOTED, PIPING IS 2" GSP. 1. 4'-0" DIA. CORRUGATED METAL PIPE (GALVANIZED 4'-0" DIA. CORRUGATED METAL PIPE (GALVANIZED STEEL, 14 GA.) 2. 2" GSP ELBOW 2" GSP ELBOW 3. 2" BALL VALVE 2" BALL VALVE 4. 2" GALVANIZED UNION 2" GALVANIZED UNION 5. 2" PRESSURE GAUGE (0-160 PSI) WITH 1/4" BRASS 2" PRESSURE GAUGE (0-160 PSI) WITH 1/4" BRASS BALL VALVE AND 1" TO 1/4" REDUCER 6. 2" PRESSURE REDUCING VALVE (PRV), SET OUTLET 2" PRESSURE REDUCING VALVE (PRV), SET OUTLET PRESSURE AT 40 PSI 7. 2" WYE STRAINER WITH 20 MESH STAINLESS SCREEN 2" WYE STRAINER WITH 20 MESH STAINLESS SCREEN 8. 8" X 8" X 11" CONCRETE SUPPORT BLOCK UNDER PRV 8" X 8" X 11" CONCRETE SUPPORT BLOCK UNDER PRV 9. 2" GALVANIZED STEEL PIPE (GSP) 2" GALVANIZED STEEL PIPE (GSP) 10. 3" HDPE PIPE 3" HDPE PIPE 11. HDPE/GSP TRANSITION FITTING HDPE/GSP TRANSITION FITTING 12. 3" TO 2" GSP REDUCER 3" TO 2" GSP REDUCER 13. 2" X 2" X 2" GSP TEE 2" X 2" X 2" GSP TEE 14. 2" X 2" X 1" GSP TEE 2" X 2" X 1" GSP TEE 15. 2" X 2" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP 2" X 2" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP 16. 2" HDPE PIPE 2" HDPE PIPE 17. CMP UTILITY BOX LID, SEE DETAIL, THIS SHEET CMP UTILITY BOX LID, SEE DETAIL, THIS SHEET 18. 6" DEPTH 3/4"-0" CRUSHED AGGREGATE BASE6" DEPTH 3/4"-0" CRUSHED AGGREGATE BASE

AutoCAD SHX Text

CMP UTILITY BOX LID AND CHAIN LOCK NOT TO SCALE

AutoCAD SHX Text SPOT WELD 1" x 1" x " 316" ANGLE IRONS EVERY 12"

AutoCAD SHX Text

10 GAGE GALVANIZED STEEL, COR-TEN OR ALUMINUM

AutoCAD SHX Text

12" SMOOTH ROD HANDLE

AutoCAD SHX Text A

AutoCAD SHX Text LID NOTES: 1. VERIFY CMP DIMENSIONS PRIOR VERIFY CMP DIMENSIONS PRIOR TO LID FABRICATION. 2. LID TO HAVE 1/4" CLEARANCE LID TO HAVE 1/4" CLEARANCE ON ALL SIDES WHEN SET ON BOX.

AutoCAD SHX Text

LID PROFILE SECTION A-A

AutoCAD SHX Text

LID PLAN

AutoCAD SHX Text

LID & STRAP PROFILE

AutoCAD SHX Text

12" SMOOTH ROD HANDLE WELDED TO LID

AutoCAD SHX Text 1" x 1" x " 316" ANGLE IRON

AutoCAD SHX Text

12" SMOOTH ROD HANDLE WELDED TO LID

AutoCAD SHX Text 316" x 66" UNCOATED CHAIN EACH SIDE (LOCK IN CENTER)

AutoCAD SHX Text 316" x 1 " CARAGE 12" CARAGE BOLT WITH TWO NUTS

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW FROM PUMP HOUSE

AutoCAD SHX Text

INSTALL THRUST BLOCK AT TEE CONNECTION

AutoCAD SHX Text

PROJECT NAME

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

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

PUMPHOUSE BUILDING &

PLUMBING LAYOUT

PLAN

12/20/2021

B.RICHINS

S.ROBNETT

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A NOT TO SCALE

AutoCAD SHX Text UTILITY BUILDING NOTES ALL PIPE AND FITTINGS SHALL BE GALVANIZED STEEL, UNLESS OTHERWISE NOTED. 1. 2" HDPE 2" HDPE 2. 1-1/4" X 1-1/4" X 1" TEE WITH CLOSE NIPPLE AND THREADED GSP CAP ON SIDE OF TEE 1-1/4" X 1-1/4" X 1" TEE WITH CLOSE NIPPLE AND THREADED GSP CAP ON SIDE OF TEE 3. HDPE/GSP TRANSITION FITTING HDPE/GSP TRANSITION FITTING 4. FUTURE 1" BALL VALVE (NIC) FUTURE 1" BALL VALVE (NIC) 5. FUTURE 1" UNION (NIC) FUTURE 1" UNION (NIC) 6. FUTURE 1" 90-DEG ELBOW (NIC) FUTURE 1" 90-DEG ELBOW (NIC) 7. HDPE OR PVC PIPE SLEEVE, SIZED TO FIT ELECTRICAL CONDUIT (SEE "E" SHEETS) HDPE OR PVC PIPE SLEEVE, SIZED TO FIT ELECTRICAL CONDUIT (SEE "E" SHEETS) 8. 2" HDPE 90-DEG ELBOW 2" HDPE 90-DEG ELBOW 9. 5" HDPE OR PVC PIPE SLEEVE 5" HDPE OR PVC PIPE SLEEVE 10. 2" X 2" X 2" TEE 2" X 2" X 2" TEE 11. 2" BALL VALVE 2" BALL VALVE 12. 2" X 1-1/2" REDUCER 2" X 1-1/2" REDUCER 13. FIRE HOSE ADAPTER (1-1/2" NPT X 1-1/2" MNH) AND 50-FEET OF 1-1/2" FIRE HOSE TO FIRE HOSE ADAPTER (1-1/2" NPT X 1-1/2" MNH) AND 50-FEET OF 1-1/2" FIRE HOSE TO SERVE AS PUMP-TO-WASTE DISCHARGE 14. 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE, 1" AIR RELEASE VALVE. SEE INSTALLATION DETAIL ON THIS SHEET. 15. 2" X 1-1/4" REDUCER 2" X 1-1/4" REDUCER 16. 1-1/4" UNION 1-1/4" UNION 17. 1-1/4" X 1-1/4" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP 1-1/4" X 1-1/4" X 1" TEE WITH SMOOTH NOSED SAMPLE TAP 18. 1-1/4" CHECK VALVE 1-1/4" CHECK VALVE 19. 1-1/4" X 1-1/4" X 1" TEE 1-1/4" X 1-1/4" X 1" TEE 20. PRESSURE GAUGE WITH 1/4" BALL VALVE AND 1" TO 1/4" REDUCER PRESSURE GAUGE WITH 1/4" BALL VALVE AND 1" TO 1/4" REDUCER 21. 3/4" HOSE BIB WITH VACUUM BREAKER AND 10 FEET OF 3/4" RUBBER HOSE 3/4" HOSE BIB WITH VACUUM BREAKER AND 10 FEET OF 3/4" RUBBER HOSE 22. 1-1/4" WYE STRAINER 1-1/4" WYE STRAINER 23. 3/4" WATER METER (WITH REDUCERS) 3/4" WATER METER (WITH REDUCERS) 24. FUTURE WATER-POWERED CHLORINATOR (NIC) FUTURE WATER-POWERED CHLORINATOR (NIC) 25. 1-1/4" BALL VALVE 1-1/4" BALL VALVE 26. 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE AND PRESSURE RELIEF VALVE 2" X 2" X 2" TEE, 2" X 1" REDUCER, 1" BALL VALVE AND PRESSURE RELIEF VALVE 27. FUTURE 15 GALLON CHLORINE SOLUTION CONTAINER (NIC) FUTURE 15 GALLON CHLORINE SOLUTION CONTAINER (NIC) 28. FUTURE 3/8" POLYETHYLENE CHLORINE INJECTION TUBE, CONNECTED TO CHLORINATOR FUTURE 3/8" POLYETHYLENE CHLORINE INJECTION TUBE, CONNECTED TO CHLORINATOR (NIC) 29. 10'-6"W X 12'-0"L X 8'-0"H PRECAST CONCRETE UTILITY BUILDING 10'-6"W X 12'-0"L X 8'-0"H PRECAST CONCRETE UTILITY BUILDING 30. 6" DEPTH 3/4"-0" CRUSHED AGGREGATE BASE 6" DEPTH 3/4"-0" CRUSHED AGGREGATE BASE 31. ELECTRICAL CONTROL BOX (SEE SHEET E1) ELECTRICAL CONTROL BOX (SEE SHEET E1) 32. CABLE STORAGE BOX (SEE SHEET E1) CABLE STORAGE BOX (SEE SHEET E1) 33. 1/4-INCH NPT SCHRADER VALVE, PROVIDE AIR PUMP TO CHARGE LINE 1/4-INCH NPT SCHRADER VALVE, PROVIDE AIR PUMP TO CHARGE LINE 34. 1/4-INCH BALL VALVE (BLEED-OFF VALVE), SECURELY COVER END WITH NON-CORRODIBLE 1/4-INCH BALL VALVE (BLEED-OFF VALVE), SECURELY COVER END WITH NON-CORRODIBLE #24 SCREEN 35. 1/4-INCH TEE 1/4-INCH TEE 36. 1/4-INCH POLY TUBING TO 1/4-INCH GSP TRANSITION 1/4-INCH POLY TUBING TO 1/4-INCH GSP TRANSITION 37. 1/4-INCH POLY TUBING (INSTALL WITHIN 2-INCH PVC SLEEVE BETWEEN UTILITY BUILDING 1/4-INCH POLY TUBING (INSTALL WITHIN 2-INCH PVC SLEEVE BETWEEN UTILITY BUILDING AND WELL WITH SWEEPING BENDS) 38. WELL WATER DEPTH GAUGE WELL WATER DEPTH GAUGE 39. 16" X 16" GALVANIZED STEEL STATIONARY WALL LOUVER FROM METALLIC PRODUCTS MODEL 16" X 16" GALVANIZED STEEL STATIONARY WALL LOUVER FROM METALLIC PRODUCTS MODEL MPF-G (TYP), INSTALL TWO PER BUILDING. 40. PIPE SUPPORTS (UNISTRUT OR EQUAL) PIPE SUPPORTS (UNISTRUT OR EQUAL) 41. 1-1/4" GALVANIZED STEEL PIPE 1-1/4" GALVANIZED STEEL PIPE 42. 1-1/4" 90-DEG. ELBOW 1-1/4" 90-DEG. ELBOW 43. FUTURE EYEWASH STATION TO BE MOUNTED 54" ABOVE FLOOR (NIC) FUTURE EYEWASH STATION TO BE MOUNTED 54" ABOVE FLOOR (NIC) 44. 2-INCH CURB VALVE (DRAIN) 2-INCH CURB VALVE (DRAIN) GENERAL NOTES 1. ALL PIPES AND PLUMBING APPURTENANCES SHALL BE SECURELY ATTACHED TO FLOOR OR ALL PIPES AND PLUMBING APPURTENANCES SHALL BE SECURELY ATTACHED TO FLOOR OR WALLS OF UTILITY BUILDING. USE PIPE SUPPORTS (UNISTRUT OR APPROVED EQUAL) AS NECESSARY TO PREVENT MOVEMENT OF PIPES DURING NORMAL OPERATION. 2. PLUMBING APPURTENANCES AND PIPING MAY BE SUBSTITUTED WITH COPPER PIPE AND PLUMBING APPURTENANCES AND PIPING MAY BE SUBSTITUTED WITH COPPER PIPE AND SWEAT FITTINGS. ENSURE PROPER DIELECTRIC FITTINGS ARE USED WHERE NECESSARY. 3. UTILITY BUILDING FLOOR SHALL BE AT LEAST 6 INCHES ABOVE THE FINAL GROUND UTILITY BUILDING FLOOR SHALL BE AT LEAST 6 INCHES ABOVE THE FINAL GROUND ELEVATION. SLOPE FLOOR TO DRAIN TOWARDS DOORWAY. 4. INSTALL SWEEP TEE UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING. INSTALL SWEEP TEE UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING. 5. NIC = NOT IN CONTRACTNIC = NOT IN CONTRACT

AutoCAD SHX Text

2" HDPE TO PUMP-OUT DRAIN (IF NEEDED)

AutoCAD SHX Text

2" HDPE FROM WELL

AutoCAD SHX Text

SET PIPE CENTERLINE AT 2 FEET ABOVE FLOOR

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

TO WELL

AutoCAD SHX Text

SECTION B-B NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text

AIRLINE TUBING IN 2" CONDUIT FROM WELL

AutoCAD SHX Text

INSTALL SWEEP TEE UNDER SLEEVE TO PREVENT KINKING OF THE AIRLINE TUBING

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text

AutoCAD SHX Text 3:1

AutoCAD SHX Text

AIR RELEASE VALVE INSTALLATION NOT TO SCALE

AutoCAD SHX Text

1/2" GALV. STEEL PIPE AND FITTINGS

AutoCAD SHX Text

AIR RELEASE VALVE

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

PIPE TO BE VENTED

AutoCAD SHX Text

INSTALL #24 MESH, NON-CORRODIBLE SCREEN ON END

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

FINAL GROUND

AutoCAD SHX Text

UTILITY BUILDING PLAN VIEW NOT TO SCALE

AutoCAD SHX Text

SEE DETAIL A

AutoCAD SHX Text

SEE DETAIL B

AutoCAD SHX Text

DETAIL B NOT TO SCALE

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

DETAIL A NOT TO SCALE

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

FINAL FLOOR TO SLOPE TOWARDS DOORWAY AT 2% (1/4" PER FOOT)

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

KEEP CLEAR FOR ELECTRICAL

AutoCAD SHX Text

NOTE: MOUNT : MOUNT ENTIRE ASSEMBLY TO WALL (APPROX. 30" ABOVE FLOOR)

AutoCAD SHX Text

2" HDPE TO EXISTING WATERLINE CONNECTION

AutoCAD SHX Text

AutoCAD SHX Text SLOPE TO DRAIN. IF POSITIVE DRAINAGE NOT POSSIBLE TO EXISTING WATERLINE CONNECTION, THEN SLOPE BACK TOWARD PUMP HOUSE AND INSTALL TEE/DRAIN VALVE AS SHOWN

AutoCAD SHX Text

PROJECT NAME

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

A A

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

WELL CONSTRUCTION &

PUMP INSTALLATION

DETAILS

12/20/2021

B.RICHINS

S.ROBNETT

AutoCAD SHX Text SUBMERSIBLE PUMP INSTALLATION NOTES: 1. PUMP IS DESIGNED TO DELIVER A MINIMUM OF 11 TO 15 GPM UNDER THE FOLLOWING PUMP IS DESIGNED TO DELIVER A MINIMUM OF 11 TO 15 GPM UNDER THE FOLLOWING CONDITIONS: - STATIC WATER LEVEL IN WELL: 18 FEET STATIC WATER LEVEL IN WELL: 18 FEET - MAXIMUM DRAWDOWN: ASSUMED TO BE 62 FEET (18 FEET TO 80 FEET) - TOTAL DYNAMIC HEAD OF 194 TO 256 FEET. IF ACTUAL CONDITIONS ARE NOT WITHIN THIS RANGE OR IF THE PUMP CURVE IS NOT APPROPRIATE, AN ALTERNATE PUMP WILL BE SELECTED BY THE CONTRACTING OFFICER. 2. PUMP SHALL BE A GRUNDFOS MODEL 15SQ10-220, OR AN APPROVED EQUAL.PUMP SHALL BE A GRUNDFOS MODEL 15SQ10-220, OR AN APPROVED EQUAL.

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SUBMERSIBLE PUMP INSTALLATION DETAIL NO SCALE

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

TO UTILITY BUILDING

AutoCAD SHX Text

ELECTRICAL CONDUIT

AutoCAD SHX Text

2-INCH PVC SLEEVE FOR AIRLINE TUBING

AutoCAD SHX Text

1-1/4" PITLESS UNIT DISCHARGE

AutoCAD SHX Text

INSTALL SANITARY WELL CAP

AutoCAD SHX Text

AIRLINE TEST BLOCK

AutoCAD SHX Text

1/4" POLY AIRLINE TUBING FOR WATER LEVEL TESTING

AutoCAD SHX Text

PULL PIPE

AutoCAD SHX Text

INSTALL PUMP SERVICE CABLE

AutoCAD SHX Text

INSTALL DISCHARGE PIPE 1-1/4" SCH 80 PVC

AutoCAD SHX Text

WELL CASING

AutoCAD SHX Text

INSTALL CHECK VALVE 2-FEET ABOVE PUMP

AutoCAD SHX Text

INSTALL SUBMERSIBLE WELL PUMP. INTAKE SHALL BE SET 6-FEET ABOVE BOTTOM OF WELL.

AutoCAD SHX Text

END AIRLINE TUBING APPROXIMATELY 2-FEET ABOVE PUMP (LEAVE OPEN - DO NOT CAP)

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

SLOPE 2%

AutoCAD SHX Text

WELL CONSTRUCTION DETAIL NO SCALE

AutoCAD SHX Text

EXISTING 6" DIA. (NOMINAL) BOREHOLE

AutoCAD SHX Text

END OF EXISTING 6" DIA. STEEL CASING

AutoCAD SHX Text

EXISTING 6" DIA. STEEL OUTER CASING

AutoCAD SHX Text

REMOVE EXISTING 6" DIA. STEEL CASING AND INSTALL NEW PITLESS UNIT

AutoCAD SHX Text

INSTALL SANITARY WELL CAP

AutoCAD SHX Text

EXISTING NEAT CEMENT GROUT SEAL

AutoCAD SHX Text

EXISTING 10" DIA. OVERSIZE BOREHOLE FOR GROUT SEAL

AutoCAD SHX Text

FIELD WELD PITLESS UNIT TO WELL CASING (SEE NOTE 4)

AutoCAD SHX Text

INSTALL NEW 2" HDPE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text INSTALL SWING JOINT AND HDPE/GSP TRANSITION (AND REDUCER, IF NECESSARY), SEE NOTE 7

AutoCAD SHX Text

TO UTILITY BUILDING

AutoCAD SHX Text PITLESS UNIT INSTALLATION NOTES: 1. THE ORIENTATION OF THE PITLESS UNIT AND HDPE PIPE SHALL MATCH THE THE ORIENTATION OF THE PITLESS UNIT AND HDPE PIPE SHALL MATCH THE PROPOSED LAYOUT NOTED ON THE DRAWINGS. 2. THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE THE CASING (TOP OF PITLESS UNIT) SHALL EXTEND FAR ENOUGH ABOVE EXISTING GROUND SO THAT WHEN THE AREA AROUND THE CASING IS GRADED, THE CASING WILL EXTEND TO THE REQUIRED DISTANCE INDICATED ABOVE FINAL GROUND. 3. SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT SURFACE WATER SHALL BE DIVERTED AS NEEDED TO PREVENT CONTAMINATION OF THE WELL. 4. INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN INSTALL SWING JOINT AT PITLESS UNIT CONNECTION TO REDUCE STRAIN CAUSED BY SETTLING SOILS. THE SWING JOINT SHALL CONSIST OF TWO 90-DEGREE GALVANIZED STEEL ELBOWS. THE ORIENTATION OF THE SWING JOINT SHALL BE SUCH THAT ANY SETTLING THAT OCCURS WILL TIGHTEN THE THREADS. 5. EXCAVATED AREA NECESSARY TO ACCOMMODATE NEW PITLESS UNIT EXCAVATED AREA NECESSARY TO ACCOMMODATE NEW PITLESS UNIT INSTALLATION SHALL HAVE A WIDTH NO LARGER THAN 4-FEET AND SHALL BE BACKFILLED WITH LEAN CONCRETE BACKFILL. CARE SHALL BE TAKEN TO PROTECT PITLESS UNIT DISCHARGE PIPE THREADS AND DISCHARGE PIPING FROM LEAN CONCRETE BACKFILL. ADDITIONALLY, TOP OF LEAN CONCRETE BACKFILL SHALL BE MOUNDED SLIGHTLY AT CENTER TO ENSURE POSITIVE DRAINAGE AWAY FROM NEW PITLESS UNIT/CASING AND SHALL STOP 12-INCHES BELOW FINISH GRADE. 6. WELL TAG FROM EXISTING WELL CASING SHALL BE SALVAGED AND WELL TAG FROM EXISTING WELL CASING SHALL BE SALVAGED AND REINSTALLED ON NEW PITLESS UNIT. 7. REMOVED TOP PORTION OF STEEL WELL CASING MAY BE REUSED FOR REMOVED TOP PORTION OF STEEL WELL CASING MAY BE REUSED FOR EXISTING WELL MODIFICATION WORK, IF LONG ENOUGH. COORDINATE APPROVAL WITH CONTRACTING OFFICER. 8. CONTRACTOR SHALL INSTALL MECHANICAL PIPE PLUG OR OTHER APPROVED CONTRACTOR SHALL INSTALL MECHANICAL PIPE PLUG OR OTHER APPROVED MEANS IN WELL CASING DURING MODIFICATION WORK TO ENSURE NO DIRT, DEBRIS, OR OTHER DELETERIOUS MATERIAL ENTERS THE WELL.

AutoCAD SHX Text EXISTING 4.5" DIAMETER SLOTTED PVC CASING (STOP 17'-0"± BELOW TOP OF EXISTING 6"DIA. STEEL OUTER CASING)

AutoCAD SHX Text

WATER BEARING STRATA

AutoCAD SHX Text

NEW PUMP CURVE

AutoCAD SHX Text

SYSTEM CURVE (LOW LIMIT)

AutoCAD SHX Text

SYSTEM CURVE (HIGH LIMIT)

AutoCAD SHX Text

PROJECT NAME

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

PUMP & SYSTEM CURVE

NO SCALE

17021

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

SITE PLAN - EXISTING

12/20/2021

B.RICHINS

S.ROBNETT

EXISTING 24"

DIAMETER CMP

CULVERT

ALTURAS LAKE

FOREST ROAD #205

EXISTING 36"

DIAMETER CMP

CULVERT

EXISTING 24"

DIAMETER CMP

CULVERT

ALTURAS LAKE

OUTLET PICNIC AREA

POND AREA

EXISTING 18" DIAMETER CMP CULVERT

GENERAL NOTES:

1. THE EXISTING UNDERGROUND WATERLINE ALIGNMENT WAS DEFINED BASED ON OBSERVATION OF THE VISIBLE

VEGETATION CUT FROM GOOGLE EARTH BETWEEN THE OUTLET PICNIC AREA AND THE TENT CAMPGROUND ALONG

WITH SURVEY POINTS OF EXISTING VALVE AND DOMESTIC WATER WELL ELEMENTS. LOCATIONS ARE APPROXIMATE

AND WILL VARY.

2. AN EXISTING UNDERGROUND POWER CONDUIT LINKS THE EXISTING TERMINUS UTILITY POLE SHOWN AND A

TRANSFORMER PEDESTAL LOCATED TO THE NORTH OF THE EXISTING DOMESTIC WATER WELL. FROM THE

TRANSFORMER, POWER SERVES TWO EXISTING RESTROOMS (ONE AT THE OUTLET PICNIC AREA AND ANOTHER AT

THE TENT CAMPGROUND). POWER FOR THE EXISTING DOMESTIC WATER WELL COMES FROM PUMP CONTROLS

LOCATED IN THE TENT CAMPGROUND RESTROOM. THE LOCATION OF THIS BURIED INFRASTRUCTURE IS UNKNOWN

WITH THE LINEWORK SHOWN SIMPLY TO REPRESENT THAT IT'S PRESENT.

3. ABANDONED ROADWAY LINEWORK SHOWN TO REPRESENT THE APPROXIMATE LOCATION OF THIS FORMER FEATURE.

TREES AND OTHER VEGETATION EXIST WITHIN THIS FORMER ROADWAY.

EXISTING CONVEYANCE

DRAINAGE DITCH (TYP)

ALTURAS LAKE

OUTLET TENT CG

EXISTING

DOMESTIC

WATER WELL

EXISTING 3" DIAMETER

HDPE WATERLINE.

EXISTING UTILITY POLE. OVERHEAD LINES TERMINATE AT

THIS LOCATION AND EXISTING UNDERGROUND POWER

SERVES TRANSFORMER PEDESTAL LOCATED TO THE NORTH

OF THE EXISTING DOMESTIC WELL. UNDERGROUND POWER

LOCATION SHOWN ONLY TO REPRESENT PRESENT. TRUE

LOCATION UNKNOWN.

EXISTING ROAD PULLOUT

EXISTING TELEPHONE PEDESTAL AND

UNDERGROUND INFRASTRUCTURE (TYP).

EXISTING WATER

YARD HYDRANT (TYP)

EXISTING RESTROOM

BUILDING, PARKING LOT,

AND OTHER FACILITY

APPURTENANCES.

EXISTING GARBAGE DUMPSTER

EXISTING WATER VALVES

AND OTHER PERTINENT

INFRASTRUCTUREEXISTING

NATIVE

SURFACE

TRAILS (TYP)

FORMER ABANDONED

ROADWAY (TYP)

EXISTING

POWER

TRANSFORMER

PEDESTAL

ASSUMED EXISTING

UNDERGROUND POWER

LOCATION. CONNECTS

TO EXISTING POWER

TRANSFORMER.

EXISTING ROADSIDE

SIGNAGE (TYP)

SURVEY CONTROL POINT (TYP)

EXISTING UNDERGROUND

TELEPHONE

(REMOVED/ABANDONED IN 2020)

EXISTING ALUMINUM BOX

CULVERT DRAINAGE STRUCTURE

(INSTALLED IN 2020)

EXISTING

MANHOLEEXISTING

CHLORINATOR

VAULT

IRRIGATION

SYSTEM

SERVICE

WATERLINE

SERVICE TO

OUTLET TENT

CAMPGROUND

EXISTING PICNIC

SITE FURNITURE &

AMENITIES (TYP)

EXISTING WATERLINE

DRAIN VALVE AND

DISCHARGE. LOCATION

WILL VARY SINCE

SCHEMATIC

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

PROJECT NAME

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

SCALE IN FEET

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text 80'

AutoCAD SHX Text 160'

17021

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

\20

W G\

.D W

(R04)

INTERMOUNTAIN REGION

ALTURAS WATER

SYSTEM IMPROVEMENTS

AND CABIN CREEK

DRAINAGE RESTORATION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

PROPOSED IMPROVEMENTS

OVERVIEW REFERENCE

PLAN

12/20/2021

B.RICHINS

S.ROBNETT

ALTURAS LAKE

FOREST ROAD #205

POND AREA

GENERAL NOTES:

1. THE PRIMARY OBJECTIVE OF THIS PROJECT IS TO RESTORE THE FORMER CABIN CREEK DRAINAGE CHANNEL TO ITS

HISTORIC LOCATION. THIS WILL PRIMARILY CONSIST OF 1) REMOVING EXISTING FILL MATERIAL FROM THE AREA

LIMITS NOTED IN A GRADUAL NATURE TO RESTORE THE TOPOGRAPHY TO ITS ORIGINAL STATE WHILE ALSO

ALLOWING DRAINAGE; AND 2) REMOVING THE UPSTREAM DIVERSION COLLECTION DITCH TO RESTORE FLOW…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 26, 2022.