J.4 FinalDrawings_StanleyDS_FullySigned.pdf

PDF 7 MB Posted Apr 18, 2022

Attached to: Stanley RV Dump Station Reconstruction Project for the Sawtooth National Forest
Solicitation number: 1240LT22R0041
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for the Stanley RV Dump Station Reconstruction project on the Sawtooth National Forest. Key details include reconstructing the dump station entrance and loop roadways, installing new water and sewer lines, and replacing signage. The work requires reconstructing asphalt and concrete surfaces, installing culverts and fencing, and regrading areas. Response date for bids is February 18th, with award anticipated by March 4th. The estimated cost is between $300,000-$500,000. The Forest Service will oversee the project located in Stanley, Idaho.

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Other files

File	Type	Posted
1240LT22R0041_Amend 02.pdf	PDF	May 13, 2022
1240LT22R0041_Amend 01.pdf	PDF	May 2, 2022
J.3 Project Supplemental Specifications.pdf	PDF	Apr 18, 2022
J.1Wage Determination.pdf	PDF	Apr 18, 2022
1240LT22R0041 RFP.pdf	PDF	Apr 18, 2022
J.2 Project Specifications.pdf	PDF	Apr 18, 2022

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PROJECT LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

A-01 COVER SHEET 1/18/2022

G-01

G-02

RECOMMENDED BY:

STAFF ENGINEER

FOREST ENGINEER

DATE

(R04) INTERMOUNTAIN REGION

SAWTOOTH NATIONAL FOREST

CUSTER COUNTY

IDAHO

STANLEY DUMP STATION RECONSTRUCTION, 2022

Braidy K. Richins, PE 1/18/2022

DATE

DEM-01

SITE PLAN 2

DEM-02

S-01

STANLEY, IDAHO

WATER & SANITARY SEWER

PLAN/PROFILE

RANGER STATION ENTRANCE

ROADWAY PLAN/PROFILE

DUMP STATION ENTRANCE ROADWAY

PLAN/PROFILE (BEGIN TO STA 25+00)

INTERSECTION PLAN 1

DUMP STATION LOOP GRADING PLAN

DIRECTIONS:

THE PROJECT IS LOCATED APPROXIMATELY 3 MILES SOUTH OF

STANLEY, IDAHO VIA HIGHWAY 75 AT THE STANLEY RANGER

STATION ADMINISTRATIVE SITE.

DUMP STATION ENTRANCE/LOOP

ROADWAYS PLAN/PROFILE

S-02

W/S-01

R-01

R-02

TYPICAL SECTIONS

DEMOLITION PLAN 1

R-03

R-04

DEMOLITION PLAN 2

SITE PLAN 1

R-05

GENERAL NOTES, LEGEND &

EROSION CONTROL DETAIL/NOTES

SIGN LIST & INSTALLATION DETAILS

STOP BAR LAYOUT DETAIL

R-06

DETAILS 1D-01

DETAILS 2D-02

DETAILS 3D-03

DETAILS 4D-04

DETAILS 5D-05

DETAILS 6D-06

DETAILS 7D-07

DETAILS 8D-08

SAWTOOTH NRA

RANGER STATION

STANLEY RV

DUMP STATION

AREA RANGER DATE

APPROVED BY:

DIRECTOR OF ENGINEERING DATE

1/18/2022

Shawn Robnett, PE 1/18/2022

I N

2×2 × 3' - 0" WOODEN STAKE

WATTLE

2" MIN.

5" MAX.

TRENCH ~ SEE NOTE 1

WATTLES SHALL BE IN ACCORDANCE WITH FP-14.

INSTALL WATTLES ALONG CONTOURS.

SECURELY KNOT EACH END OF WATTLE. ABUT

ADJACENT WATTLES TIGHTLY, END TO END,

WITHOUT OVERLAPPING THE ENDS.

PILOT HOLES MAY BE DRIVEN THROUGH THE

WATTLES AND INTO THE SOIL WHEN SOIL

CONDITIONS REQUIRE.

LIVE STAKES MAY BE USED FOR PERMANENT

INSTALLATION

WATTLES SHALL BE INSPECTED REGULARLY, AND

IMMEDIATELY AFTER A RAINFALL PRODUCES

RUNOFF, TO ENSURE THEY REMAIN THOROUGHLY

ENTRENCHED AND IN CONTACT WITH THE SOIL.

PERFORM MAINTENANCE AS REQUIRED.

3" MIN.

4" MAX.

EXISTING ROAD

1' - 0" MIN.

PROVIDE FULL WIDTH OF

INGRESS / EGRESS AREA

20' MIN.

4"-8" CLEAN, WASHED GABION ROCK

AS REQUIRED ~ 40' MIN.

CONSTRUCTION ENTRANCE

STRAW WATTLE

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

GENERAL NOTES,

LEGEND & EROSION

CONTROL DETAIL/NOTES

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

G-01 2 22

GENERAL NOTES:

GENERAL EROSION CONTROL NOTES

EROSION CONTROL DETAILS

LEGEND

X X X

W W W

EXISTING PROPOSED

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1. CONTRACTOR SHALL PROVIDE/INSTALL APPROVED EROSION CONTROL MEASURES TO ENSURE DISTURBED SOIL AREA CONTRACTOR SHALL PROVIDE/INSTALL APPROVED EROSION CONTROL MEASURES TO ENSURE DISTURBED SOIL AREA RUNOFF IS CONTAINED AND TO PREVENT SOIL AND OTHER RELATED CONSTRUCTION DEBRIS FROM BEING TRACKED ONTO EXISTING ROADWAYS. IN GENERAL, THIS WILL CONSIST OF A) PROVIDING/INSTALLING STRAW WATTLES TO CONTAIN SOIL RUNOFF, B) PROVIDING/INSTALLING A CONSTRUCTION ENTRANCE IN THE VICINITY OF WHERE THE DUMP STATION ENTRANCE ROADWAY INTERSECTS WITH THE RANGER STATION ENTRANCE ROADWAY FOR WHEELED VEHICLE SOIL ENTRAPMENT, C) THE APPLICATION OF WATER WITHIN THE CONSTRUCTION LIMITS TO MINIMIZE THE AMOUNT OF DUST IN THE AIR, D) PROVIDING/INSTALLING A CONTAINMENT BASIN FOR CONCRETE TRUCK WASHOUT USE, AND E) OTHER MEASURES AS REQUIRED BY THE CONTRACTING OFFICER. 2. CONTRACTOR SHALL BE PREPARED TO PROVIDE/INSTALL ADDITIONAL MEASURES AS REQUIRED TO PREVENT SOIL FROM CONTRACTOR SHALL BE PREPARED TO PROVIDE/INSTALL ADDITIONAL MEASURES AS REQUIRED TO PREVENT SOIL FROM LEAVING THE CONSTRUCTION SITE.

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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 SUBMIT A TRAFFIC CONTROL PLAN TO THE UNITED STATES FOREST SERVICE FOR REVIEW AND APPROVAL 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. THE CONTRACTOR MUST HAVE AN APPROVED PLAN IN HAND A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. CLOSURE OF THE RV DUMP STATION ENTRANCE ROADWAY AND DUMP STATION WILL BE REQUIRED. THE RANGER CLOSURE OF THE RV DUMP STATION ENTRANCE ROADWAY AND DUMP STATION WILL BE REQUIRED. THE RANGER . THE RANGER STATION ENTRANCE ROADWAY SHALL REMAIN OPEN AT ALL TIMES. 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 ALL 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. 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. ALL IMPORTED CRUSHED AGGREGATE SHALL BE COMPACTED TO 95% (MAX) DRY DENSITY. ALL IMPORTED CRUSHED AGGREGATE SHALL BE COMPACTED TO 95% (MAX) DRY DENSITY. 8. CONTRACTOR SHALL REMOVE ASPHALT CONCRETE PAVEMENT WITHIN THE HATCH REMOVAL LIMITS SHOWN. EXISTING ASPHALT ROAD CONTRACTOR SHALL REMOVE ASPHALT CONCRETE PAVEMENT WITHIN THE HATCH REMOVAL LIMITS SHOWN. EXISTING ASPHALT ROAD SECTIONS ARE ASSUMED TO BE COMPRISED OF A 6-INCH DEPTH SUB-BASE, A 6-INCH DEPTH OF CRUSHED AGGREGATE BASE AND A 3-INCH DEPTH OF ASPHALT CONCRETE PAVEMENT. ASPHALT MAY BE ROTO-MILLED AND USED AS PART OF NEW ASPHALT SUBBASE FOR THE DUMP STATION ENTRANCE ROADWAY AND DUMP STATION LOOP ROADWAY ONLY. IF USED, PULVERIZE AND MIX THE EXISTING ASPHALT AND AGGREGATE BASE MATERIAL TO A DEPTH OF 6-INCHES. ASPHALT GRINDINGS FROM RANGER STATION ENTRANCE ROADWAY AND ANY EXCESS ASPHALT GRINDINGS FROM THE DUMP STATION ENTRANCE ROADWAY AND DUMP STATION LOOP ROADWAY ASPHALT REMOVAL EFFORT SHALL BE SALVAGED AND STOCKPILED AT THE FOREST SERVICE NIP/TUCK PIT. IN AREAS THAT WILL NOT BE RE-PAVED, THE EXISTING ROAD TEMPLATE MATERIAL SHALL BE REMOVED TO NATIVE SOIL, THE UNDERLYING AREA SCARIFIED, AND THEN TOPSOIL PLACED FOR RE-VEGETATION. 9. WHEN MATCHING EXISTING PAVEMENT, SAWCUT TO FIRM PAVEMENT. MINIMUM SAWCUT IS 1-FOOT FROM EXISTING EDGE OF WHEN MATCHING EXISTING PAVEMENT, SAWCUT TO FIRM PAVEMENT. MINIMUM SAWCUT IS 1-FOOT FROM EXISTING EDGE OF PAVEMENT. 10. 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. 11. THE CUT/FILL LIMIT LINE REPRESENTS THE DAYLIGHT LINE AS GENERATED BY THE INPUT ROAD TEMPLATE AND OTHER DESIGN THE CUT/FILL LIMIT LINE REPRESENTS THE DAYLIGHT LINE AS GENERATED BY THE INPUT ROAD TEMPLATE AND OTHER DESIGN VALUES ENTERED INTO THE AUTOCAD CIVIL 3D DESIGN SOFTWARE. DEVIATIONS SHALL BE DISCUSSED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO STAKING. 12. ALL WATERLINES SHALL BE SLOPED TO DRAIN AT A MINIMUM 1% ALL WATERLINES SHALL BE SLOPED TO DRAIN AT A MINIMUM 1% 13. BURY WATERLINE A MINIMUM OF 30 INCHES UNLESS INDICATED OTHERWISE IN THE DRAWINGS. BURY WATERLINE A MINIMUM OF 30 INCHES UNLESS INDICATED OTHERWISE IN THE DRAWINGS. 14. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER AS FOLLOWS: THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE DIAMETER AS FOLLOWS: NOMINAL PIPE DIAMETER MINIMUM BENDING RADIUS MINIMUM BENDING RADIUS 1" 2'-6" 2'-6" 2" 5'-0" 5'-0" 3" 7'-6" 7'-6" 4" 10'-0" 10'-0" 15. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL AND STATE REGULATION FOR PUBLIC DRINKING WATER SYSTEMS. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL AND STATE REGULATION FOR PUBLIC DRINKING WATER SYSTEMS. INSTALL THE WATERLINE IN ACCORDANCE WITH THE IISPWC IN AS FAR AS THE STANDARDS DO NOT CONFLICT WITH DRAWINGS OR FOREST SERVICE SPECIFICATIONS. IF DISCREPANCIES ARE DISCOVERED REPORT TO THE CONTRACTING OFFICER FOR RESOLUTION. 16. CLEARING LIMITS SHALL NOT EXCEED A DISTANCE OF 10 FEET ON EITHER SIDE OF THE WATERLINE OR SANITARY SEWER TRENCH. CLEARING LIMITS SHALL NOT EXCEED A DISTANCE OF 10 FEET ON EITHER SIDE OF THE WATERLINE OR SANITARY SEWER TRENCH. CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS AND REDUCE THIS IMPACT WIDTH IF POSSIBLE. 17. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS FOR CONSTRUCTION. THE DRAWINGS DO NOT INDICATE THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS FOR CONSTRUCTION. THE DRAWINGS DO NOT INDICATE EVERY CONDITION. AS A RESULT, WORK NOT PARTICULARLY DETAILED SHALL BE OF CONSTRUCTION PRACTICES SIMILAR TO PARTS THAT ARE DETAILED. 18. WATER FOR COMPACTION MAY BE OBTAINED FROM THE EXISTING WATER SYSTEM AT APPROVED LOCATIONS AND WITH THE WATER FOR COMPACTION MAY BE OBTAINED FROM THE EXISTING WATER SYSTEM AT APPROVED LOCATIONS AND WITH THE APPROPRIATE BACKFLOW PREVENTION.

AutoCAD SHX Text EXISTING PAVED ROAD EXISTING GRAVEL ROAD EXISTING TRAIL EXISTING CONCRETE EXISTING FENCE EXISTING UNDERGROUND POWER EXISTING UNDERGROUND PHONE EXISTING UNDERGROUND WATER EXISTING UNDERGROUND SANITARY SEWER EXISTING CULVERT EXISTING SIGN EXISTING GATE EXISTING CONTOUR (MAJOR) EXISTING CONCRETE SLAB/PAD EXISTING TREE

AutoCAD SHX Text PROPOSED ASPHALT ROAD PROPOSED CONCRETE ROAD PROPOSED GRAVEL APPROACH PROPOSED SAWCUT LINE PROPOSED ROAD CENTERLINE PROPOSED EDGE OF ASPHALT PAVEMENT PROPOSED EDGE OF CONCRETE PAVEMENT PROPOSED EDGE OF GRAVEL APPROACH PROPOSED GRADING LINE PROPOSED DITCH PROPOSED CUT/FILL LIMIT LINE PROPOSED UNDERGROUND WATER PROPOSED UNDERGROUND SANITARY SEWER PROPOSED CULVERT PROPOSED SIGN PROPOSED STEEL GATE PROPOSED FLOW DIRECTION

VARIES

FILL SECTION

VARIESVARIES

FILL SECTION

LAGOON APPROACH ROADWAY (14'-0")

TRAIL APPROACH (8'-0")

VARIES

22'-0"

ASPHALT PAVEMENT TOTAL WIDTH

11'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

℄5'-6" (TYP)

VARIES @ BEGIN

VARIES VARIES

FILL SECTIONCUT SECTION

**VARIES

26'-0"

ASPHALT PAVEMENT TOTAL WIDTH

11'-0"

TRAVEL LANE

11'-0"

TRAVEL LANE

**VARIES

7'-0"

2'-0" SHOULDER (TYP)

**VARIES

6" SHOULDER

(TYP BOTH SIDES)

VARIES

ASPHALT PAVEMENT TOTAL WIDTH

VARIES VARIES

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FILL SECTION

1.00%

1'-0" SHOULDER

(TYP BOTH SIDES)

1.00%

94'-0"

CEMENT CONCRETE PAVEMENT TOTAL WIDTH

33'-0" 61'-0"

VARIES

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1'-0" SHOULDER

(TYP BOTH SIDES)

1.00%

FILL SECTION

VARIES

ASPHALT PAVEMENT TOTAL WIDTH

VARIES VARIES

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VARIES (15'-0" TYP)

ASPHALT PAVEMENT TOTAL WIDTH

VARIES (7'-6" TYP) VARIES (7'-6" TYP)

VARIES

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1.00%

1'-0" SHOULDER

(TYP BOTH SIDES)

VARIES

ASPHALT PAVEMENT TOTAL WIDTH

VARIES VARIES

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**VARIES

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**VARIES

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CUT SECTION

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1'-0" SHOULDER

VARIES

CUT SECTION

VARIES

CUT SECTION

VARIES

ASPHALT PAVEMENT TOTAL WIDTH

VARIES VARIES

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CUT SECTION

1'-0" SHOULDER

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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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

TYPICAL SECTIONS

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

G-02 3 22

AutoCAD SHX Text NOTE: : WHEN CONNECTING TRAIL APPROACHES TO NEW DUMP STATION ROADWAY, CONSTRUCT 5'-0" RADIUS CURB RETURNS.

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TYPICAL GRAVEL APPROACH SECTION

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PIVOT POINT AND DESIGN

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

AutoCAD SHX Text **ROAD CROSS SLOPE VARIES AS FOLLOWS: STA 20+00 TO STA 20+80 (2% SHED - RIGHT) STA 20+80 TO STA 21+60 (TRANSITION FROM 2% SHED - RIGHT TO 2% CROWN) STA 21+60 TO STA 25+30 (2% CROWN) STA 25+30 TO STA 25+50 (TRANSITION FROM 2% CROWN TO 1% CROWN) STA 25+50 TO END (TRANSITION FROM 1% CROWN TO 1% SHED - RIGHT) STA 20+00 2% SHED - RIGHT CROSS SLOPE WILL VARY AT INTERSECTION WITH RANGER STATION ENTRANCE ROADWAY. REFER TO INTERSECTION PLAN FOR EDGE OF PAVEMENT GRADING.

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PIVOT POINT AND DESIGN

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VARIES 3H:1V (MAX)

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3H:1V (MAX)

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DAYLIGHT LINE CATCH POINT (MATCH EXISTING GRADE)

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EXISTING GROUND (TYP BOTH SIDES)

AutoCAD SHX Text **ROAD CROSS SLOPE VARIES AS FOLLOWS: STA 10+00 TO STA 23+10 (CROSS SLOPE IS LEVEL) STA 23+10 TO STA 23+90 (TRANSITION FROM LEVEL TO 2% SHED - LEFT) STA 23+90 TO END (2% SHED - LEFT) STA 10+00 LEVEL CROSS SLOPE WILL VARY AT INTERSECTION WITH STATE HIGHWAY 75. REFER TO INTERSECTION PLAN FOR EDGE OF PAVEMENT GRADING.

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RANGER STATION ENTRANCE ROADWAY TYPICAL SECTION

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DUMP STATION ENTRANCE ROADWAY TYPICAL SECTION

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DUMP STATION LOOP (ASPHALT ROADWAY) TYPICAL SECTION

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PIVOT POINT AND DESIGN

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DUMP STATION LOOP ROADWAY (CONCRETE ROADWAY) TYPICAL SECTION

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STA 1+00 TO STA 1+32.56

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LOOP ROADWAY MERGE GRADING LINE

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PIVOT POINT AND DESIGN

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

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DUMP STATION LOOP SINGLE LANE (ASPHALT ROADWAY) TYPICAL SECTION

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STA 3+47.30 TO STA 6+28.23

AutoCAD SHX Text DUMP STATION LOOP ASPHALT ROADWAY BEGIN/END ROADWAY MERGE (TYPICAL SECTION - CUT SECTION)

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STA 6+28.23 TO END

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STA 1+32.56 TO STA 1+62.76 STA 1+86.76 TO STA 2+54.20

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STA 1+62.76 TO STA 1+86.76

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DUMP STATION LOOP (ASPHALT ROADWAY) TYPICAL SECTION

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STA 2+54.20 TO STA 3+47.30

AutoCAD SHX Text **ROAD CROSS SLOPE VARIES AS FOLLOWS: STA 2+54.20 TO STA 3+47.30 (TRANSITION FROM 1% SHED - RIGHT TO 1% SHED - LEFT) REFER TO DUMP STATION GRADING PLAN FOR EDGE OF PAVEMENT GRADING.

AutoCAD SHX Text TYPICAL SECTION NOTES: : 1. ALL TYPICAL SECTION DEPTHS NOTED ARE ALL TYPICAL SECTION DEPTHS NOTED ARE "COMPACTED IN PLACE" 2. "CUT SECTION" AND "FILL SECTION" LAYOUT "CUT SECTION" AND "FILL SECTION" LAYOUT PARTICULARS ON RESPECTIVE TYPICAL SECTIONS ARE MEANT TO CONVEY THE APPLICABLE LAYOUT OF THESE, ASSUMING THAT BOTH APPLY TO EITHER SIDE OF TYPICAL SECTION. REFER TO PLAN/PROFILE SHEETS FOR RESPECTIVE ROADSIDE DITCH LIMITS, WHICH CORRESPOND TO "CUT SECTION" LOCATIONS. 3. COORDINATE ALL LAYOUT/GRADING COORDINATE ALL LAYOUT/GRADING REQUIREMENTS WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION TO ENSURE REQUIRED CROSS SLOPE TRANSITIONS ARE ACHIEVED AND RESPECTIVE EDGE OF PAVEMENT GRADES ARE MET. 4. COMPACT ALL AGGREGATE BASE/SURFACE COMPACT ALL AGGREGATE BASE/SURFACE COURSE MATERIAL TO 95% MAX DRY DENSITY. 5. IF UTILIZED/PERFORMED, PULVERIZED IF UTILIZED/PERFORMED, PULVERIZED ASPHALT/BASE MATERIAL SHALL NOT BE VISIBLE FOLLOWING COMPLETION OF THE PROJECT CONSTRUCTION.

AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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NOT TO SCALE

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AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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PIVOT POINT AND DESIGN

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DITCH BOTTOM WIDTH = 12" DITCH OFFSET CALL-OUTS ARE TO CENTER OF DITCH

AutoCAD SHX Text ROUND GRADE TRANSITIONS TO ENSURE SMOOTH CONNECTION TO EXISTING. MY NEED TO EXTEND PAST DAYLIGHT LINE TO ACHIEVE (TYPICAL)

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LOOP ROADWAY MERGE GRADING LINE

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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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

DEMOLITION PLAN 1

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

DEM-01

4 22

M A

T C

L I N

SCALE IN FEET

DEMOLITION NOTES

DEMOLITION LEGEND

GENERAL NOTES

LAGOON VALVE CONTROL VAULT (PR)

DUMP FACILITY FOR VAULT WASTE (PR)

12-INCH DIAM. TRUSS SEWER LINE (PR)

SEWER MANHOLE WITH FLUME AND

WASTEWATER FLOW METER (PR)

12-INCH DIAM. TRUSS SEWER LINE (PR)

2-INCH DIAM. HDPE DISTRIBUTION WATER MAINLINE

FROM WELL LOCATED ON EAST SIDE OF SH-75 (PR)

2-INCH DIAM. PVC WATERLINE (D)

EXPOSE DUMP STATION WATER SHUTOFF VALVE, DISCONNECT

WATERLINE, CAP VALVE END WITH PERMANENT BRASS PLUG,

REMOVE VALVE BOX, AND BURY. SEE DEMOLITION NOTE 1 FOR

ADDITIONAL REQUIREMENTS.

2-INCH DIAM. PVC WATERLINE (PR)

2-INCH VALVE (PR)

VALVE FOR LAND APPLICATION (PR)

WATERLINE TO LAND APPLICATION FACILITY (PR)

ELECTRICAL SERVICE LINE TO

FOREST SERVICE FLOW METER (RR)

ELECTRICAL TRANSFORMER (PR)

ELECTRICAL SERVE METER

AND PANEL BOX (PR). SEE

DEMOLITION NOTE 3 .

TREE (PR)

TREE (D)

10,000 GALLON STEEL

HOLDING TANK (D). SEE

DEMOLITION NOTE 2 .

ABANDON SEWERLINE (D). CAP NEAR

MAIN SEWER LINE CONNECTION AS

APPROVED BY CO

20-FOOT STEEL GATE (RR)

ELECTRICAL SERVICE LINE TO

STANLEY SEWER ASSOCIATION

WASTEWATER FLOW METER (PR)

14,000 VOLT PRIMARY

UNDERGROUND POWER (PR)

WATER TOWER, CONCRETE

PAD, DRAIN HATCH, AND

OTHER APPURTENANCES (D)

2-INCH VALVE (D)

WATERLINE DRAIN (D)

WATER TOWER AND

CONCRETE PAD (D)

COORDINATE DUMPSTER

REMOVAL WITH FOREST SERVICE

ORIGINAL DUMP LOCATION

CONCRETE PAD (D). SEE

DEMOLITION NOTE 2 .

ASPHALT ENTRANCE ROADWAY (RR)

ASPHALT DUMP

STATION LOOP

ROADWAY (RR)

LOGWORM FENCE (PR)

8-INCH DIAM

SEWERLINE TO

LAGOON (PR)

TREE (PR)

STATE

HIGHWAY 75

PLAN

EXISTING ASPHALT

ROADWAY

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AutoCAD SHX Text 1 CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH AT LEAST 72 HOURS NOTICE PRIOR TO PERFORMING THIS WORK. EXTREME CARE SHALL BE USED WHEN PERFORMING THIS WORK AS VALVE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH AT LEAST 72 HOURS NOTICE PRIOR TO PERFORMING THIS WORK. EXTREME CARE SHALL BE USED WHEN PERFORMING THIS WORK AS VALVE CLUSTER CONNECTS TO THE PRIMARY WATER DISTRIBUTION MAINLINE WHICH SERVES THE STANLEY RANGER STATION ADMINISTRATIVE SITE. 2 THE ORIGINAL DUMP LOCATION IS THE CONCRETE PAD TO THE SOUTH OF WHERE THE CURRENT ONE IS LOCATED. THE SEWER RAN INTO THE 10,000 GALLON TANK AND THEN WAS PUMPED FROM THE THE ORIGINAL DUMP LOCATION IS THE CONCRETE PAD TO THE SOUTH OF WHERE THE CURRENT ONE IS LOCATED. THE SEWER RAN INTO THE 10,000 GALLON TANK AND THEN WAS PUMPED FROM THE TANK TO THE MAIN SEWER LINE IN A 2-INCH SEWER LINE. AT SOME POINT IN THE PAST THE DUMP LOCATION WAS MOVED TO THE NORTH AND IT IS BELIEVED A NEW 4-INCH LINE WAS CONNECTED TO THE MAIN SEWER LINE, DUE TO THE PRESENCE OF AN EXISTING CONCRETE PATCH IN THE ASPHALT ROADWAY. IT IS ALSO POSSIBLE THAT THE 10,000 GALLON TANK WAS CONNECTED AND THE THE 2-INCH PUMP LINE WAS LEFT IN PLACE. CONTRACTOR SHALL ENSURE EXISTING DUMP STATION COMPONENTS, IN THEIR ENTIRETY, ARE FULLY REMOVED AND/OR ABANDONED. 3 THE EXISTING SERVICE METER AND PANEL IS ATTACHED TO A WOOD STRUCTURE WITH TWO METAL POSTS AND ONE WOOD POST. THE EXISTING WOOD POST SHALL BE REMOVED AND REPLACE WITH A THE EXISTING SERVICE METER AND PANEL IS ATTACHED TO A WOOD STRUCTURE WITH TWO METAL POSTS AND ONE WOOD POST. THE EXISTING WOOD POST SHALL BE REMOVED AND REPLACE WITH A METAL POST MATCHING THE TWO EXISTING METAL POSTS. THE EXISTING SHEATHING THAT THE ELECTRICAL PANELS ARE MOUNTED TO SHALL BE REMOVED AND REPLACED. INSTALL A SECOND GROUNDING ROD AT SERVICE PANEL IF ONE DOES NOT EXIST. SEE SHEET S-01.

AutoCAD SHX Text

1. PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. NOTIFY CO IMMEDIATELY IF ANY DISCREPANCIES EXIST FROM WHAT IS DEPICTED VERSUS WHAT'S OBSERVED/ENCOUNTERED ON THE GROUND. PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. NOTIFY CO IMMEDIATELY IF ANY DISCREPANCIES EXIST FROM WHAT IS DEPICTED VERSUS WHAT'S OBSERVED/ENCOUNTERED ON THE GROUND. 2. TOP 6" (OR DEPTH THAT EXISTS) OF TOPSOIL SHALL BE REMOVED FROM NEW IMPROVEMENTS AREA AND STORED FOR RE-USE AT THE END OF THE PROJECT. TOP 6" (OR DEPTH THAT EXISTS) OF TOPSOIL SHALL BE REMOVED FROM NEW IMPROVEMENTS AREA AND STORED FOR RE-USE AT THE END OF THE PROJECT. 3. IF APPROVED BY THE CO, PIPING AND CONDUIT MAY BE LEFT IN PLACE AS LONG AS ENDS OF PIPING/CONDUIT ARE GROUTED AND CLOSED AT A MINIMUM OF 1.5 TIMES THE PIPE DIAMETER. IF APPROVED BY THE CO, PIPING AND CONDUIT MAY BE LEFT IN PLACE AS LONG AS ENDS OF PIPING/CONDUIT ARE GROUTED AND CLOSED AT A MINIMUM OF 1.5 TIMES THE PIPE DIAMETER. COORDINATE APPROVAL WITH CO DURING CONSTRUCTION. 4. EXISTING STRUCTURES, OBSTRUCTIONS, AND OTHER RELATED CONSTRUCTION DEBRIS SLATED FOR REMOVAL AND DISPOSAL SHALL BE DISPOSED OF AT A LANDFILL OR OTHER APPROVED DISPOSAL SITE NOT EXISTING STRUCTURES, OBSTRUCTIONS, AND OTHER RELATED CONSTRUCTION DEBRIS SLATED FOR REMOVAL AND DISPOSAL SHALL BE DISPOSED OF AT A LANDFILL OR OTHER APPROVED DISPOSAL SITE NOT LOCATED ON FOREST SERVICE LAND. 5. BOULDERS REMOVED DURING EARTHWORK EFFORT SHALL BE SALVAGE AND PLACED BACK ONSITE FOR USE AS BARRIER ROCKS AT LOCATIONS DESIGNATED ON THE GROUND BY THE CONTRACTING BOULDERS REMOVED DURING EARTHWORK EFFORT SHALL BE SALVAGE AND PLACED BACK ONSITE FOR USE AS BARRIER ROCKS AT LOCATIONS DESIGNATED ON THE GROUND BY THE CONTRACTING OFFICER. WHEN PLACING, ENSURE BOTTOM THIRD OF BOULDER IS BURIED TO ACHIEVE NATURAL LOOK.

(PR) = PROTECT = PROTECT PROTECT (D) = DEMOLISH/REMOVE/DISPOSE = DEMOLISH/REMOVE/DISPOSE DEMOLISH/REMOVE/DISPOSE (RR) = REMOVE & REPLACE= REMOVE & REPLACEREMOVE & REPLACE

STA: 7+64.34

NORTHING: 917615.29

EASTING: 1396859.87

EASTING: 1396857.44

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

DEMOLITION PLAN 2

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

DEM-02

5 22

MATCH LINE

SCALE IN FEET

DEMOLITION LEGEND

GENERAL NOTES

ASPHALT ENTRANCE ROADWAY (RR)

30-FOOT STEEL GATE (RR)

SIGN (RR)

TREE (D)

AGGREGATE TRAIL APPROACH (RR)

PHONE / FIBER OPTIC VAULT (PR)

PHONE / FIBER OPTIC

PEDESTALS/VAULTS (PR)

18-INCH DIAM CORRUGATED

METAL CULVERT PIPE (RR)

18-INCH DIAM CORRUGATED

METAL CULVERT PIPE (RR)

LOGWORM FENCE (PR)

UNDERGROUND POWER (PR)

SIGN (PR)

SIGN (D)

SIGN (PR)

STANLEY, ID

KETCHUM, ID

STANLEY

RANGER

STATION

STANLEY

DUMP

STATION

PLAN

EXISTING ASPHALT

ROADWAY

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AutoCAD SHX Text (PR) = PROTECT = PROTECT PROTECT (D) = DEMOLISH/REMOVE/DISPOSE = DEMOLISH/REMOVE/DISPOSE DEMOLISH/REMOVE/DISPOSE (RR) = REMOVE & REPLACE= REMOVE & REPLACEREMOVE & REPLACE

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RANGER STATION ENTRANCE ROADWAY

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DUMP STATION ENTRANCE ROADWAY

1. PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. NOTIFY CO IF ANY CONFLICTS ARE SHOWN BETWEEN DEPICTIONS AND ON THE GROUND CONDITIONS. EXISTING PHONE/FIBER UNDERGROUND LINES ARE UNKNOWN. COORDINATE LOCATION AND DEPTH WITH APPLICABLE UTILITY COMPANY PRIOR TO CONSTRUCTION. 2. RANGER STATION ENTRANCE ROADWAY ASPHALT REMOVAL AND RANGER STATION ENTRANCE ROADWAY ASPHALT REMOVAL AND ASSOCIATED WORK PRIMARILY CONSISTS OF REMOVING THE EXISTING ASPHALT AND REPLACING IT WITH NEW. THE RANGER STATION ENTRANCE ROADWAY SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. 3. SEE DEMOLITION PLAN 1, SHEET DEM-01, FOR ADDITIONAL SEE DEMOLITION PLAN 1, SHEET DEM-01, FOR ADDITIONAL REQUIREMENTS.

7+64.34

0+00

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25+98.43

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

SITE PLAN 1

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

S-01 6 22

M A

T C

L I N

SCALE IN FEET

GENERAL NOTES

CONSTRUCT NEW ASPHALT

CONCRETE ROADWAY. SEE

TYPICAL SECTION, SHEET G-02.

CONSTRUCT NEW ASPHALT

CONCRETE ROADWAY. SEE

TYPICAL SECTION, SHEET G-02

SITE PLAN

NO SCALE

ELECTRICAL DETAILS

CONSTRUCT NEW CEMENT

CONCRETE ROADWAY/SLAB. SEE

TYPICAL SECTION, SHEET G-02.

CONSTRUCT NEW DUMPSTER

PAD. SEE DETAIL, SHEET D-03.

NEW NON-POTABLE WATER

TOWER AND CEMENT

CONCRETE ISLAND/PAD.

(TYPICAL 4 LOCATIONS)

SEE DETAIL, SHEET D-01

REMOVE WASTEWATER FLOW

METER FEEDER AND REPLACE

WITH #14 THWN(4), 0.5" DIAM.

CONDUIT, IMC ABOVE

GROUND, SCHEDULE 40 PVC

BELOW GROUND. MINIMUM

BURIAL DEPTH OF 24-INCHES.

EXISTING ELECTRICAL SERVICE

METER AND PANEL. ELECTRICAL

WORK REQUIRED. SEE ELECTRICAL

DETAILS (PHOTOS), THIS SHEET.

INSTALL NEW 14-FOOT ROAD

CLOSURE GATE. SEE DETAILS,

SHEET D-05

INSTALL NEW POTABLE

WATER TOWER,

PROTECTIVE STEEL

BOLLARDS, AND SIGN #3

(TOTAL OF 4 LOCATIONS)

SEE DETAIL, SHEET D-01

CONSTRUCT NEW

AGGREGATE APPROACH

CONNECTION TO NEW

ASPHALT LOOP

ROADWAY

EXISTING SEWER MANHOLE

WITH FLUME AND WASTEWATER

FLOW METER

INSTALL SIGN #1 AND STOP

BAR PAVEMENT MARKING.

SEE DETAIL, SHEET R-06

INSTALL SIGN #5

(1 LOCATION)

INSTALL SIGN #2

(4 LOCATIONS)

INSTALL SIGN #4

(4 LOCATIONS)

INSTALL FEE TUBE

(4 LOCATIONS)

SURVEY CONTROL

POINT TABLE

POINT #

NORTHING

917626.00

917567.60

917792.22

EASTING

1396720.95

1396708.87

1396661.93

ELEVATION

6388.83

6391.37

6388.35

DESCRIPTION

REBAR

chk0918

Rebar

BEGIN ROADSIDE DITCH

STA 4+75.09, 14.00' RT

BEGIN TRANSITION

STA 5+90.00, 14.00' RT

END TRANSITION

STA 6+00.00, 15.50' RT

BEGIN TRANSITION

STA 6+40.00, 15.50' RT

END TRANSITION

STA 6+60.00, 14.00' RT

IE IN 6387.37

STA 6+07.73, 15.00' RT

IE OUT 6387.22

STA 6+07.73, 15.00' LT

30 LF 12" DIAM. CMP

@ S = 0.50%

END ROADSIDE DITCH

STA 3+63.30, 17.00' RT

BEGIN ROADSIDE DITCH

STA 3+15.67, 17.88' RT

END LEAD-OUT DITCH

STA 3+47.30, 17.88' RT

FL = 6836.08

IE IN 6386.38

STA 3+47.30, 24.00' LT

IE OUT 6386.14

STA 3+47.30, 16.00' RT

40 LF 15" DIAM. CMP

@ S = 0.60%

END ROADSIDE DITCH

STA 2+46.94, 67.50' RT

TRANSITION

STA 1+62.76, 67.50' RT

TRANSITION

STA 0+78.23, 47.69' RT

TRANSITION

STA 0+95.70, 47.23' RT

TRANSITION

STA 0+61.60, 36.51' RT

TRANSITION

STA 0+56.33, 23.01' RT

ROADSIDE

DITCH

(TYPICAL)

8'-0"

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1. EXISTING UTILITIES NOT SHOWN FOR CLARITY (WITH EXCEPTION OF EXISTING UNDERGROUND POWER SERVICE FEEDER SLATED TO BE EXISTING UTILITIES NOT SHOWN FOR CLARITY (WITH EXCEPTION OF EXISTING UNDERGROUND POWER SERVICE FEEDER SLATED TO BE REMOVED/REPLACED). PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF ANY DISCREPANCIES EXIST FROM WHAT IS DEPICTED VERSUS WHAT'S OBSERVED/ENCOUNTERED ON THE GROUND. 2. NEW WATER AND SANITARY SEWER IMPROVEMENTS NOT SHOWN FOR CLARITY. SEE UTILITY PLAN & PROFILE SHEET FOR LAYOUT NEW WATER AND SANITARY SEWER IMPROVEMENTS NOT SHOWN FOR CLARITY. SEE UTILITY PLAN & PROFILE SHEET FOR LAYOUT AND INSTALLATION REQUIREMENTS. 3. COORDINATE APPROVAL FROM CONTRACTING OFFICER OF ALL SIGN LAYOUTS PRIOR TO INSTALLATION. COORDINATE APPROVAL FROM CONTRACTING OFFICER OF ALL SIGN LAYOUTS PRIOR TO INSTALLATION. 4. CUT/FILL DAYLIGHT LINE LIMITS NOT SHOWN FOR CLARITY. SEE RESPECTIVE ROAD PLAN & PROFILE SHEETS FOR LAYOUT.CUT/FILL DAYLIGHT LINE LIMITS NOT SHOWN FOR CLARITY. SEE RESPECTIVE ROAD PLAN & PROFILE SHEETS FOR LAYOUT.

AutoCAD SHX Text PHOTO 1 FRONT OF EXISTING SERVICE METER AND PANEL INSTALL A NEW 20 AMP OUTDOOR GFCI OUTLET, WITH WEATHERPROOF METAL BOX AND COVER CONNECTED TO SERVICE PANEL WITH INTERMEDIATE METAL CONDUIT (IMC). PURPOSE OF THIS NEW OUTLET IS TO HELP WITH SERVICE NEEDS. IMPORTANT NOTE: IT APPEARS THAT THE EXISTING ELECTRICAL LINE RUNNING IT APPEARS THAT THE EXISTING ELECTRICAL LINE RUNNING BETWEEN THE ELECTRICAL PANEL AND THE WASTEWATER FLOW METER IS BURIED VERY SHALLOW. REPLACEMENT OF THIS FEEDER AT A DEEPER BURIAL DEPTH IS INCLUDED IN THIS CONTRACT.

AutoCAD SHX Text PHOTO 2 BACK OF EXISTING SERVICE METER AND PANEL REPLACE ONE WOOD POST WITH METAL POST TO MATCH OTHER TWO POSTS. PREPARE ALL THREE FOR PAINTING AND PAINT WITH COLOR APPROVED BY CO. REMOVE EXTERIOR GRADE PLYWOOD AND REPLACE WITH NEW AND PAINT.

AutoCAD SHX Text PHOTO 3 INTERIOR OF EXISTING SERVICE PANEL INSTALL NEW 20-AMP SINGLE POLE CIRCUIT BREAKER FOR NEW OUTLET. REPLACE 30 AMP BREAKER WITH 15 AMP BREAKER FOR NEW FOREST SERVICE WASTEWATER FLOW METER FEEDER. INSTALL SECOND GROUND ROD FOR SERVICE IF NOT ALREADY PRESENT.

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= CONTROL POINT LOCATIONCONTROL POINT LOCATION

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15+50

STA: 7+64.34

NORTHING: 917615.29

EASTING: 1396859.87

20+00

EASTING: 1396857.44

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

SITE PLAN 2

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

S-02 7 22

MATCH LINE

SCALE IN FEET

INSTALL NEW 22-FOOT STEEL

ROAD CLOSURE GATE. SEE

DETAILS, SHEETS D-05.

STANLEY, ID

KETCHUM, ID

STANLEY

RANGER

STATION

STANLEY

DUMP

STATION

PLAN

CONSTRUCT NEW ASPHALT

CONCRETE ENTRANCE ROADWAY.

SEE TYPICAL SECTION, SHEET G-02.

CONSTRUCT NEW AGGREGATE

TRAIL APPROACH CONNECTION TO

NEW ASPHALT ENTRANCE ROADWAY

CONSTRUCT NEW ROADSIDE DITCH WHERE

SHOWN. SEE TYPICAL SECTIONS, SHEET G-02

CONSTRUCT NEW

ASPHALT CONCRETE

ROADWAY. SEE

TYPICAL SECTION,

SHEET G-02

INSTALL NEW "ROUTE ID" SIGN

(SIGN #6). SEE SHEET R-06 FOR

ADDITIONAL REQUIREMENTS

INSTALL NEW "STOP SIGN"

(SIGN #7). SEE SHEET R-06 FOR

ADDITIONAL REQUIREMENTS

INSTALL NEW "ROUTE ID" SIGN

(SIGN #6). SEE SHEET R-06 FOR

ADDITIONAL REQUIREMENTS

GENERAL NOTES

INSTALL NEW CORRUGATED

METAL CULVERT. SEE SHEET

R-01 FOR INSTALLATION

REQUIREMENTS

INSTALL NEW CORRUGATED METAL

CULVERT. SEE SHEET R-02 FOR

INSTALLATION REQUIREMENTS

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1. THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO THE CONTRACTOR SHALL MINIMIZE DAMAGE TO THE PROJECT SITE TO 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 CONSTRUCTION LIMITS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE FOREST SERVICE. . 2. EXISTING UTILITIES NOT SHOWN FOR CLARITY (WITH EXCEPTION OF EXISTING UTILITIES NOT SHOWN FOR CLARITY (WITH EXCEPTION OF EXISTING UNDERGROUND POWER SERVICE FEEDER SLATED TO BE REMOVED/REPLACED). PROTECT ALL EXISTING UTILITIES UNLESS NOTED OTHERWISE. NOTIFY CONTRACTING OFFICER IMMEDIATELY IF ANY DISCREPANCIES EXIST FROM WHAT IS DEPICTED VERSUS WHAT'S OBSERVED/ENCOUNTERED ON THE GROUND. 3. NEW WATER AND SANITARY SEWER IMPROVEMENTS NOT SHOWN FOR NEW WATER AND SANITARY SEWER IMPROVEMENTS NOT SHOWN FOR CLARITY. SEE UTILITY PLAN & PROFILE SHEET FOR LAYOUT AND INSTALLATION REQUIREMENTS. 4. COORDINATE APPROVAL FROM CONTRACTING OFFICER OF ALL SIGN COORDINATE APPROVAL FROM CONTRACTING OFFICER OF ALL SIGN LAYOUTS PRIOR TO INSTALLATION. 5. CUT/FILL DAYLIGHT LINE LIMITS NOT SHOWN FOR CLARITY. SEE CUT/FILL DAYLIGHT LINE LIMITS NOT SHOWN FOR CLARITY. SEE RESPECTIVE ROAD PLAN & PROFILE SHEETS FOR LAYOUT.

2+00

W W

103+18

100+00

103+00

W W W W W W W

W W

BEGIN 2" WATERLINE (2" TEE & 2" VALVE)

STA: 100+00.00

NORTHING: 917631.49

EASTING: 1396880.90

WATERLINE (2" - 11.25° BEND)

STA: 101+52.16

NORTHING: 917774.49

EASTING: 1396828.89

WATERLINE (2" TEE & 2" VALVE)

STA: 101+79.16

NORTHING: 917798.64

EASTING: 1396816.81

WATERLINE (2" TEE & TWO 2" VALVES)

STA: 102+16.82

NORTHING: 917832.32

EASTING: 1396799.96

INSTALL 2"x2"x1" TEE

STA: 102+57.82

INSTALL 2"x2"x1" TEE

STA: 102+77.82

INSTALL 2"x2"x1" TEE

STA: 102+97.82

INSTALL 2"x2"x1" TEE

STA: 102+55.98, 37.66' LT

INSTALL 2"x2"x1" TEE

STA: 102+75.98, 37.66' LT

INSTALL 2"x2"x1" TEE

STA: 102+95.98, 37.66' LT

NON-POTABLE WATER TOWER

STA: 101+67.32, 39.16' LT

NON-POTABLE WATER TOWER

STA: 102+75.98, 49.50' LT

NON-POTABLE WATER TOWER

STA: 102+95.98, 49.50' LT

NON-POTABLE WATER TOWER

STA: 103+15.98, 49.50' LT

WATER TOWER

STA: 103+17.82, 2.00' LT

WATER TOWER

STA: 102+97.82, 2.00' LT

WATER TOWER

STA: 102+77.82, 2.00' LT

WATER TOWER

STA: 102+57.82, 2.00' LT

25+98.43

INSTALL 2" - 90° ELBOW WITH 1" REDUCER

STA: 103+15.98, 37.66' LT

END 2" WATERLINE (2" - 90° ELBOW WITH 1" REDUCER)

STA: 103+17.82

NORTHING: 917787.14

EASTING: 1396709.63

-1.00%

3.50%

200+00

201+00

201+59.68

INSTALL 6" SANITARY SEWER CLEANOUT

STA: 200+45.00

NORTHING: 917715.69

EASTING: 1396686.74

INSTALL SEWER CONNECTION

STA: 200+99.68

INSTALL SEWER CONNECTION

STA: 201+19.68

INSTALL SEWER CONNECTION

STA: 201+39.68

END 6" SANITARY SEWER

(INSTALL SEWER CONNECTION)

STA: 201+59.68

NORTHING: 917766.99

EASTING: 1396789.31

BEGIN 6" SANITARY SEWER

STA: 200+00.00

NORTHING: 917695.56

EASTING: 1396646.49

0.75%

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

WATER &

SANITARY SEWER

PLAN/PROFILE

1/18/2022

KIMBALL/RICHINS

B.RICHINS

S.ROBNETT

W/S-01 8 22

SCALE IN FEET

NEW ASPHALT

CONCRETE

ROADWAY

(TYPICAL). SEE

TYPICAL

SECTIONS,

SHEET G-02.

WATERLINE PLAN

4'-0"

CONNECT TO EXISTING 2" HDPE WATERLINE.

INSTALL NEW 2" TEE AND NEW 2" CURB

VALVE/BOX. USE ELECTRO-FUSION

FITTINGS, NEW SERVICE SIDE OF TEE. SEE

VALVE/BOX DETAIL, SHEET D-06

EXISTING GROUND @ CENTERLINE

INSTALL NEW PUMPOUT DRAIN. SEE

DETAIL, SHEET D-07

NEW 2" HDPE

WATERLINE

NEW 1" HDPE

WATERLINE (TYP)

NEW 1" HDPE

WATERLINE (TYP)

WATERLINE CENTERLINE PROFILE

INVERT ELEVATION @ CENTERLINE

POTHOLE EXISTING UNDERGROUND POWER PRIOR TO WATERLINE INSTALLATION.

ADJUST WATERLINE GRADE, IF APPLICABLE PER CO'S APPROVAL, IF CONFLICT EXISTS.

POTHOLE EXISTING UNDERGROUND POWER PRIOR TO

WATERLINE INSTALLATION. ADJUST WATERLINE GRADE, IF

APPLICABLE PER CO'S APPROVAL, IF CONFLICT EXISTS.

PROPOSED

FINISHED GRADE

NEW 2" TEE, 2" CURB

VALVE, AND PUMPOUT

DRAIN. ENSURE

POSITIVE DRAINAGE TO

PUMPOUT DRAIN.

NEW 2" TEE & 2" CURB VALVE/BOX.

SEE VALVE/BOX DETAIL, SHEET D-07.

ENSURE POSITIVE DRAINAGE TO

PUMPOUT DRAIN.

APPROXIMATE LOCATION OF

UNDERGROUND POWER CROSSING

APPROXIMATE LOCATION

OF UNDERGROUND

POWER CROSSING

NEW 2" HDPE WATERLINE

SANITARY SEWER PLAN

SANITARY SEWER CENTERLINE PROFILE

NEW ASPHALT CONCRETE

ROADWAY (TYPICAL). SEE

TYPICAL SECTIONS, SHEET G-02

PROPOSED

FINISHED GRADE

PROPOSED

FINISHED GRADE

CONNECT NEW 6" SCHEDULE 80

PVC SANITARY SEWER TO

EXISTING 12' PVC TRUSS PIPE. SEE

CONNECTION DETAIL, SHEET D-08.

INSTALL 6" CLEANOUT.

SEE DETAIL, SHEET D-08

EXISTING GROUND @ CENTERLINE

INVERT ELEVATION @ CENTERLINE

NEW 6" SCHEDULE 80

PVC SANITARY SEWER

SCALE IN FEET

HALF SIZE SCALE: 1"=40' (HORIZONTAL)

1"=10' (VERTICAL)

HALF SIZE SCALE: 1"=40' (HORIZONTAL)

1"=10' (VERTICAL)

APPROXIMATE LOCATION

OF UNDERGROUND

POWER CROSSING

POTHOLE EXISTING WATERLINE

PRIOR TO CONSTRUCTION.

ADJUST WATERLINE GRADE, IF

APPLICABLE PER CONTRACTING

OFFICER'S APPROVAL.

POTHOLE EXISTING SANITARY

SEWER PRIOR TO

CONSTRUCTION. ADJUST

CONNECTION POINT AND NEW

SEWER GRADE, IF APPLICABLE

PER CONTRACTING OFFICER'S

APPROVAL.

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40'

-1.30%

STA: 10+00.00

ELEV: 6377.67

STA: 12+00.00

ELEV: 6385.09

STA: 14+00.00

ELEV: 6393.69

STA: 15+33.26

ELEV: 6398.15

LVC: 30.00

PVI STA: 10+25.00

PVI ELEV: 6377.35

AD: 4.95%

K: 6.06

V C

L E

LP STA: 10+17.88

LP ELEV: 6377.49

LVC: 40.00

PVI STA: 11+00.00

PVI ELEV: 6380.09

AD: 1.35%

K: 29.63

15+50

20+00

RADIUS: 2000.00'

LENGTH: 66.30'

D: 1°53'57.9"

RADIUS: 300.00'

LENGTH: 383.35'

D: 73°12'49.6"

CURVE PC

STA: 10+43.84

NORTHING: 917345.16

EASTING: 1397417.54

CURVE MIDPOINT

STA: 10+76.99

NORTHING: 917334.52

EASTING: 1397386.14

CURVE PT

STA: 11+10.14

NORTHING: 917323.37

EASTING: 1397354.92

CURVE PC

STA: 11+49.92

NORTHING: 917309.67

EASTING: 1397317.58

CURVE MIDPOINT

STA: 13+41.59

NORTHING: 917192.52

EASTING: 1397170.00

CURVE PT

STA: 15+33.26

NORTHING: 917010.47

EASTING: 1397121.39

BEGIN ROADSIDE DITCH

STA: 10+08.29, 62.19' RT

END ROADSIDE DITCH

STA: 10+10.42, 49.67' RT

BEGIN ROADSIDE DITCH

STA: 10+40.18, 21.83' RT

END ROADSIDE DITCH

STA: 10+50.57, 20.50' RT

END ROADSIDE DITCH

STA: 10+51.45, 20.50' LT

BEGIN ROADSIDE DITCH

STA: 10+08.71, 63.14' LT

IE OUT 6374.74

STA: 10+20.00, 30.75' RT

IE IN 6375.25

STA: 10+20.00, 33.25' LT

PLAN VIEW

SCALE IN FEET

RANGER STATION ENTRANCE ROADWAY CENTERLINE PROFILE

HALF SIZE SCALE: 1"=40' (HORIZONTAL)

1"=10' (VERTICAL)

I O

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY RV DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

RANGER STATION

ENTRANCE ROADWAY

PLAN/PROFILE

1/18/2022

B.RICHINS

S.ROBNETT

R-01 9 22

EXISTING GRADE

@ CENTERLINE

PROPOSED FINISH GRADE

@ CENTERLINE

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AutoCAD SHX Text INTX STA 14+41.17 INTX STA 14+41.17 (RS ENTRANCE ROAD = INTX STA 20+00 (DS ENTRANCE ROAD)

AutoCAD SHX Text SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT TO ASPHALT SECTION DEPTH. COORDINATE SAWCUTTING LIMITS WITH CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

64 LF 18" DIAM CMP @ S = 0.80%

-0.85%

-1.50%

-1 .7

STA: 20+00.00

ELEV: 6395.07

STA: 20+13.00

ELEV: 6395.33

STA: 21+30.00

ELEV: 6394.98

STA: 23+30.00

ELEV: 6391.48

LVC: 60.00

PVI STA: 20+60.00

PVI ELEV: 6396.04

AD: -3.00%

K: 20.00

HP STA: 20+60.00

HP ELEV: 6395.81

20+00

22+00

BEGIN ROADSIDE DITCH

STA: 20+16.31, 42.04' LT

END ROADSIDE DITCH

STA: 22+47.84, 17.50' LT

FL = 6390.90

BEGIN ROADSIDE DITCH

STA: 22+68.55, 17.50' LT

FL = 6390.53

END ROADSIDE DITCH

STA: 22+47.84, 17.50' RT

FL = 6390.90

BEGIN ROADSIDE DITCH

STA: 22+68.55, 17.50' RT

FL = 6390.53

BEGIN ROADSIDE DITCH

STA: 20+31.98, 33.02' RT

NEW GATE (CENTERLINE)

STA: 20+76.75

TRAIL INTERSECTION

STA: 22+59.34

N '1

RADIUS: 100.00'

LENGTH: 77.66'

D: 44°29'35.6"

RADIUS: 800.00'

LENGTH: 236.20'

D: 16°54'58.8"

RADIUS: 300.00'

LENGTH: 63.97'

D: 12°13'05.4"

CURVE PC

STA: 20+11.68

NORTHING: 917104.66

EASTING: 1397118.76

CURVE MIDPOINT

STA: 20+50.51

NORTHING: 917121.19

EASTING: 1397083.90

CURVE PT

STA: 20+89.34

NORTHING: 917149.68

EASTING: 1397057.88

CURVE PC

STA: 21+46.78

NORTHING: 917198.78

EASTING: 1397028.06

CURVE MIDPOINT

STA: 22+64.88

NORTHING: 917303.88

EASTING: 1396974.42

CURVE PT

STA: 23+82.98

NORTHING: 917415.72

EASTING: 1396936.82

CURVE PC

STA: 24+73.52

NORTHING: 917503.43

EASTING: 1396914.37

END ROADSIDE DITCH OFFSET TRANSITION

STA: 20+89.34, 17.50' LT

IE IN 6393.52

STA: 20+27.71, 20.42' LT

IE OUT 6392.33

STA: 20+27.99, 37.50' RT

BEGIN ROADSIDE DITCH OFFSET TRANSITION

STA: 20+42.62, 19.00' LT

EXISTING GRADE

@ CENTERLINE

DUMP STATION ENTRANCE ROADWAY CENTERLINE PROFILE

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

\20

.D W

(R04)

INTERMOUNTAIN REGION

STANLEY DUMP

STATION

RECONSTRUCTION

SAWTOOTH

NATIONAL FOREST

SAWTOOTH NATIONAL

RECREATION AREA

DUMP STATION

ENTRANCE ROADWAY

PLAN/PROFILE

(BEGIN TO STA 25+00)

1/18/2022

B.RICHINS

S.ROBNETT

R-02 10 22

SCALE IN FEET

DUMP STATION ENTRANCE ROADWAY PLAN

PROPOSED FINISH GRADE

@ CENTERLINE

11'-0"

HALF SIZE SCALE: 1"=40' (HORIZONTAL)

1"=10' (VERTICAL)

NEW ASPHALT

CONCRETE DUMP

STATION ENTRANCE

ROADWAY. SEE TYPICAL

SECTION, SHEET G-02.

CONNECT AGGREGATE

TRAIL APPROACH AS

SHOWN. SEE TYPICAL

SECTION, SHEET G-02.

11'-0"

CONNECT AGGREGATE

TRAIL APPROACH AS

SHOWN. SEE TYPICAL

SECTION, SHEET G-02.

D U

M P

S T

A T

E N

T R

A N

C E

R O

A D

W A

58 LF 15" DIAM CMP

@ S = 2.05%

20 LF 12" DIAM CMP @

S = 1.85%

20 LF 12" DIAM…

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 Apr 18, 2022.