Upper Green River Drawings.pdf

THE PROJECT IS LOCATED ON THE PINEDALE RANGER DISTRICT, BRIDGER-TETON NATIONAL FOREST. THE

PROJECT MAY BE REACHED FROM THE FOLLOWING DIRECTIONS:

FROM THE CITY OF PINEDALE, WY, HEAD WEST ON US 191 FOR 6 MILES THEN TURN RIGHT (NORTH) ONTO WY-352. FOLLOW WY-352 TO THE FOREST SERVICE BORDER FOR 31.2 MILES. THE START OF THE PROJECT IS LOCATED AT FOREST SERVICE BOUNDARY ON WY-352 (UNION PASS ROAD) AND CONTINUES ONTO WY-650 (GREEN RIVER LAKES ROAD). THE START OF THE PROJECT IS LOCATED AT LAT: 43.221330 LONG:

-110.008156

GOVERNMENT FURNISHED MATERIAL IS LOCATED AT THE KENDALL GRAVEL PIT. THE PIT IS LOCATED 2.3 MILES NORTH OF PROJECT START JUST OFF UNION PASS ROAD, ON FOREST ROAD 602. LAT: 43.250986, LONG -110.024064

FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture Forest Service

APPROVED:

DISTRICT RANGER DATE

DIRECTOR OF ENGINEERING DATE

WYOMING

SUBLETTE COUNTY

R-4 INTERMOUNTAIN REGION

BRIDGER TETON NATIONAL FOREST

PINEDALE RANGER DISTRICT

GAOA 0403-FY22-4DK UPPER GREEN RIVER

CORRIDOR ROAD IMPROVEMENT PHASE ONE

PROJECT LOCATION

SCOPE OF CONTRACT

THE INTENT OF THE PROJECT IS TO IMPROVE DRAINAGE ISSUES AND RESURFACE THE FIRST 3 MILES OF NFSR 370600 (UNION PASS ROAD) FROM THE JUNCTION WITH WY-352 TO THE JUNCTION WITH NFSR 370650 (GREEN RIVER LAKES ROAD) AND OPTIONAL MILES OF GREEN RIVER LAKES ROAD. PROJECT MUST START AND BE COMPLETE BETWEEN JUNE 1ST AND OCTOBER 14TH AS IT IS PART OF A WILDLIFE MIGRATION

CORRIDOR.

BASE BID ITEM IS UNION PASS ROAD WORK

OPTIONAL BID ITEM IS GREEN RIVER LAKES ROAD WORK

PROJECT SITE

RECOMMENDED:

FOREST ENGINEER DATE

FOREST SUPERVISOR DATE

Kevin W Bourne Digitally signed by Kevin W Bourne Date: 2024.04.02 11:48:41 -06'00'

RANDALL GRIEBEL

Digitally signed by RANDALL

GRIEBEL

Date: 2024.04.02 11:12:08 -06'00'

HUBERT

MORRISON

Digitally signed by HUBERT

MORRISON

Date: 2024.04.01 13:38:11 -06'00'

Digitally signed by KATE OLSEN Date: 2024.04.01 15:18:36 -06'00'

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

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

INDEX OF SHEETS AND

SCHEDULE OF ITEMS

NR/JR

NR/JR

R. ANDERSON

G2 2 26

INDEX OF SHEETS

SHEET DWG SHEET TITLE

1 G1 COVER SHEET

2 G2 INDEX OF SHEETS AND SCHEDULE OF ITEMS

3 R1 TYPICAL ROAD CROSS SECTIONS

4 R2 CULVERT DETAILS

5 R3 UNION PASS ROAD OVERVIEW 1

6 R4 UNION PASS ROAD OVERVIEW 2

7 R5 UNION PASS ROAD OVERVIEW 3

8 R6 UPR 4+00 TO 23+50

9 R7 UPR 24+00 TO 43+50

10 R8 UPR 44+50 TO 63+00

11 R9 UPR 63+50 TO 83+00

12 R10 UPR 83+50 TO 102+50

13 R11 UPR 103+00 TO 122+00

14 R12 UPR 122+50 TO 142+00

15 R13 UPR 142+00 TO END

16 R14 GRLR OVERVIEW 1

17 R15 GRLR OVERVIEW 2

18 R16 GRLR OVERVIEW 3

19 R17 GRLR 0+00 TO 18+50

20 R18 GRLR 18+50 TO 38+00

21 R19 GRLR 38+00 TO 58+00

22 R20 GRLR 58+00 TO 79+00

23 R21 GRLR 79+00 TO 99+00

24 R22 GRLR 99+00 TO 121+00

25 R23 GRLR 121+00 TO 141+00

26 R24 GRLR 141+00 TO 160+00

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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

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

TYPICAL ROAD

CROSS-SECTIONS

N.ROBINSON

N.ROBINSON

R. ANDERSON

R1 3 26

1. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS HALL BE 40' IN LENGTH, 20' ON EACH SIDE OF TRANSITIONING ROADWAYS.

2. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED.

3. EXISTING ROADWAY WIDTHS MAY VARY, BUT PROPOSED AGGREGATE PLACEMENT IS BASED ON TYPICAL SECTIONS SHOWN FOR EACH ROAD AND WILL

NOT REQUIRE EXCAVATION WORK.

4. AGGREGATE SHALL BE SOURCED AS GOVERNMENT FURNISHED MATERIAL FROM THE FOREST SERVICE OWNED KENDALL GRAVEL PIT LOCATED AT:

43.250986, -110.024064

9' MIN TO 11' MAX 9' MIN TO 11' MAX

13' 13'

12' MAX 12' MAX

8" COMPACTED LAYER OF

UNCLASSIFIED FILL MATERIAL -

COMMERCIAL SOURCE

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NATURAL GROUND

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COMPACTED NATIVE FILL

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6" COMPACTED LAYER OF CRUSHED AGGREGATE SURFACING - GOVERNMENT FURNISHED

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4% SLOPE

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4% SLOPE

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CLEARING

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LIMIT

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%%UUNION PASS ROAD - TYPICAL TWO-LANE CROWNED GRAVEL ROAD SECTION

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CLEARING

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LIMIT

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NATURAL GROUND

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COMPACTED NATIVE FILL

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6" COMPACTED LAYER OF CRUSHED AGGREGATE SURFACING - GOVERNMENT FURNISHED

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4% SLOPE

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4% SLOPE

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CLEARING

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LIMIT

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%%UGREEN RIVER LAKES ROAD ROAD - TYPICAL TWO-LANE CROWNED GRAVEL ROAD SECTION

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CLEARING

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LIMIT

AutoCAD SHX Text NOTES: : 1. UNION PASS ROAD TOTAL VOLUME OF AGGREGATE TO BE PLACED: 7200 CY UNION PASS ROAD TOTAL VOLUME OF AGGREGATE TO BE PLACED: 7200 CY 2. GREEN RIVER LAKES ROAD TOTAL VOLUME OF AGGREGATE TO BE PLACED: 7821 CY. GREEN RIVER LAKES ROAD TOTAL VOLUME OF AGGREGATE TO BE PLACED: 7821 CY. 3. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL. TRANSITIONS SHALL BE 40' IN LENGTH, 20' ON EACH SIDE OF TRANSITIONING ROADWAYS. 4. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER. 5. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT TRAFFIC AS DIRECTED. 6. ROADWAY WIDTHS VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING. ROADWAY WIDTHS VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING.

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MINOR INTERSECTING FOREST ROAD

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R20' MIN UNLESS NOTED OTHERWISE

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EDGE OF MAIN ROAD

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MATCH EXISTING GRADE

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%%UTYPICAL INTERSECTION DETAIL

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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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

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER

CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

BEAVER RANGER DISTRICT

CULVERT DETAILS

N.ROBINSON

N.ROBINSON

R. ANDERSON

R2 4 26

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TYP. BEDDING DETAIL

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OUTLET DITCH NOTES

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TYPICAL BACKFILL DETAIL

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GENERAL NOTES

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TRENCHING

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ROCK FOUNDATION

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FLAT DITCH SECTION

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IN INTERMITTENT DRAINAGE

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THROUGH FILL CULVERT

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TYPICAL CULVERT INSTALLATION

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SECTION E-E

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YIELDING

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FOUNDATION

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CULVERT TO MEET NATURAL GROUND LINE (SEE OUTLET DITCH NOTES) WHERE GRADE PERMITS

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FILL SLOPES AS SHOWN ON TYPICAL OR STAKED

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DITCH SLOPE TO FLOW LINE OF CULVERT TO BE SAME AS NORMAL DITCH SLOPE

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BACKSLOPE IN TAPER SECTION TO BE SAME AS SLOPE ON EACH SIDE

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NORMAL BACKSLOPE

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NOTE: EXCAVATION FOR WARPING OF SLOPE IS INCLUDED UNDER ROADWAY EXCAVATION

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TOE OF FILL

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TOE OF FILL

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AutoCAD SHX Text TAPER INLET BASIN TO MEET NORMAL DITCH SECTION ±25' UPGRADE OR AS STAKED. CONSTRUCT DIKE INDITCH LINE ON DOWNSTREAM SIDE OF INLET BASIN WHEN NEEDED OR LEAVE THE DITCH UNCUT FOR 25' BELOW CULVERT.

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DIRECTION OF FLOW

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DITCH LINE

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TOP OF CUT

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TRANSITION AS STAKED

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DITCH BOTTOM

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TRANSITION AS STAKED

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TOP OF CUT

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DITCH LINE

AutoCAD SHX Text BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMLY COMPACTED, AND SHAPED TO FIT THE BOTTOM OF THE PIPE.

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SIX-INCH COMPACTED LAYERS TO DENSITY CALLED FOR IN THE SPECIFICATIONS.

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RAISE INLET TO FORM SMALL DEBRIS BASIN

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EVENTUAL GROUND LINE

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LOOSE ROCK

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CONSTRUCT OUTLET DITCH AS NEEDED

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TYPICAL MIN. PIPE SIZE 12"

AutoCAD SHX Text OUTLET DITCH WILL BE VEE BOTTOMED, WITH 4:1 SIDE SLOPES, TOPS OF SLOPES WILL BE ROUNDED TO BLEND WITH NATURAL GROUND.

AutoCAD SHX Text CAMBER: PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE PIPES SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE SHALL BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE BE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE CAMBERED AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE AS NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE NECESSARY TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE TO COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE COMPENSATE FOR ANY ANTICIPATED SETTLEMENT IN THE FOR ANY ANTICIPATED SETTLEMENT IN THE FOR ANY ANTICIPATED SETTLEMENT IN THE ANY ANTICIPATED SETTLEMENT IN THE ANY ANTICIPATED SETTLEMENT IN THE ANTICIPATED SETTLEMENT IN THE ANTICIPATED SETTLEMENT IN THE SETTLEMENT IN THE SETTLEMENT IN THE IN THE IN THE THE THE FOUNDATION OR BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE OR BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE OR BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE BED. NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE NORMALLY, CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE CAMBER IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE IS 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE 1% OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE PIPE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE LENGTH BUT NOT TO EXCEED 3/4 DIAMETER OF THE BUT NOT TO EXCEED 3/4 DIAMETER OF THE BUT NOT TO EXCEED 3/4 DIAMETER OF THE NOT TO EXCEED 3/4 DIAMETER OF THE NOT TO EXCEED 3/4 DIAMETER OF THE TO EXCEED 3/4 DIAMETER OF THE TO EXCEED 3/4 DIAMETER OF THE EXCEED 3/4 DIAMETER OF THE EXCEED 3/4 DIAMETER OF THE 3/4 DIAMETER OF THE 3/4 DIAMETER OF THE DIAMETER OF THE DIAMETER OF THE OF THE OF THE THE THE PIPE. CAMBER SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE CAMBER SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE CAMBER SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE CAMBER SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE SHALL BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE BE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE ON A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE A PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE PARABOLIC CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE CURVE, WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE WITH NO POINT ALONG THE INVERT BEING HIGHER THAN THE NO POINT ALONG THE INVERT BEING HIGHER THAN THE NO POINT ALONG THE INVERT BEING HIGHER THAN THE POINT ALONG THE INVERT BEING HIGHER THAN THE POINT ALONG THE INVERT BEING HIGHER THAN THE ALONG THE INVERT BEING HIGHER THAN THE ALONG THE INVERT BEING HIGHER THAN THE THE INVERT BEING HIGHER THAN THE THE INVERT BEING HIGHER THAN THE INVERT BEING HIGHER THAN THE INVERT BEING HIGHER THAN THE BEING HIGHER THAN THE BEING HIGHER THAN THE HIGHER THAN THE HIGHER THAN THE THAN THE THAN THE THE THE INVERT AT THE INLET. FILL: A MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF A MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF A MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF A MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF MINIMUM OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF 1'0" OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF COVER WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF WILL BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF BE REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF REQUIRED OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF OVER GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF GALVANIZED STEEL PIPE. A MINIMUM FLOW GRADE OF STEEL PIPE. A MINIMUM FLOW GRADE OF STEEL PIPE. A MINIMUM FLOW GRADE OF PIPE. A MINIMUM FLOW GRADE OF PIPE. A MINIMUM FLOW GRADE OF A MINIMUM FLOW GRADE OF A MINIMUM FLOW GRADE OF A MINIMUM FLOW GRADE OF MINIMUM FLOW GRADE OF MINIMUM FLOW GRADE OF FLOW GRADE OF FLOW GRADE OF GRADE OF GRADE OF OF OF 2% WILL BE USED IN ANY INSTALLATION, PREFERRED FLOW GRADE OF 8% WILL BE USED WHERE POSSIBLE. TREATMENT OF DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED OF DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED OF DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED DAMAGED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED SPELTER: THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED THE DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED DAMAGED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED OR CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED CORRODED ENDS OF EXISTING METAL PIPE TO BE EXTENDED ENDS OF EXISTING METAL PIPE TO BE EXTENDED ENDS OF EXISTING METAL PIPE TO BE EXTENDED OF EXISTING METAL PIPE TO BE EXTENDED OF EXISTING METAL PIPE TO BE EXTENDED EXISTING METAL PIPE TO BE EXTENDED EXISTING METAL PIPE TO BE EXTENDED METAL PIPE TO BE EXTENDED METAL PIPE TO BE EXTENDED PIPE TO BE EXTENDED PIPE TO BE EXTENDED TO BE EXTENDED TO BE EXTENDED BE EXTENDED BE EXTENDED EXTENDED EXTENDED SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE REMOVED. IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE IF THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE THE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE DAMAGED END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE END IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE IS FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE FLAME CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE THE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE BURNED SPELTER ON THE GALVANIZED PIPE SHALL BE SPELTER ON THE GALVANIZED PIPE SHALL BE SPELTER ON THE GALVANIZED PIPE SHALL BE ON THE GALVANIZED PIPE SHALL BE ON THE GALVANIZED PIPE SHALL BE THE GALVANIZED PIPE SHALL BE THE GALVANIZED PIPE SHALL BE GALVANIZED PIPE SHALL BE GALVANIZED PIPE SHALL BE PIPE SHALL BE PIPE SHALL BE SHALL BE SHALL BE BE BE WIRE BRUSHED TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC BRUSHED TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC BRUSHED TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC TO CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC CLEAN METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC METAL, AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC AND THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC THE AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC AREA SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC SHALL BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC BE PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC PAINTED WITH TWO COATS OF PAINT, HIGH IN ZINC WITH TWO COATS OF PAINT, HIGH IN ZINC WITH TWO COATS OF PAINT, HIGH IN ZINC TWO COATS OF PAINT, HIGH IN ZINC TWO COATS OF PAINT, HIGH IN ZINC COATS OF PAINT, HIGH IN ZINC COATS OF PAINT, HIGH IN ZINC OF PAINT, HIGH IN ZINC OF PAINT, HIGH IN ZINC PAINT, HIGH IN ZINC PAINT, HIGH IN ZINC HIGH IN ZINC HIGH IN ZINC IN ZINC IN ZINC ZINC ZINC CONTENT, FOR REPAIR OF THE GALVANIZED SURFACES. RIPRAP: RIPRAP USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS : RIPRAP USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS RIPRAP USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS RIPRAP USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS RIPRAP USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS USED ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS ON CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS CULVERT INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS INLETS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS AND OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS OUTLETS SHALL BE ACCORDING TO SECTION 602.01, UNLESS SHALL BE ACCORDING TO SECTION 602.01, UNLESS SHALL BE ACCORDING TO SECTION 602.01, UNLESS BE ACCORDING TO SECTION 602.01, UNLESS BE ACCORDING TO SECTION 602.01, UNLESS ACCORDING TO SECTION 602.01, UNLESS ACCORDING TO SECTION 602.01, UNLESS TO SECTION 602.01, UNLESS TO SECTION 602.01, UNLESS SECTION 602.01, UNLESS SECTION 602.01, UNLESS 602.01, UNLESS 602.01, UNLESS UNLESS UNLESS OTHERWISE NOTED. INVERT ELEVATIONS: SEE CULVERT TABLES BELOW SEE CULVERT TABLES BELOW

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RIPRAP, (TYP.)

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ORIGINAL GROUND LINE

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NATIVE SOIL, (TYP.)

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NATIVE SOIL, (TYP.)

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(SECTION VIEW)

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(SECTION VIEW)

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LOCATION

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UNION PASS RD

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FR 601

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FR 601

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GOVERNMENT OWNED

KENDALL PIT

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United States Department of Agriculture Forest Service

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UNION PASS ROAD

OVERVIEW 3

N.ROBINSON

N.ROBINSON

R.ANDERSON

R5 7 26

SHEET R10

UNON PASS RD CONTINUES

GREEN RIVER LAKES RD CONTINUES

STA 148+00 END UNION PASS ROAD SECTION

PROJECT CONTINUES AS OPTIONAL BID ITEM:

GREEN RIVER LAKES ROAD

SHEET R11

SHEET R11 SHEET R11 SHEET R12

SHEET R12

SHEET R12

SHEET R13

SEE R1 FOR GENERAL NOTES

FR 602

GOVERNMENT OWNED

KENDALL PIT

FR 604

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 4+00 TO 23+50

N.ROBINSON

N.ROBINSON

R.ANDERSON

R6 8 26

NOTES:

- STA. 0+00 BEGINS AT EXISTING

CATTLEGUARD

STA. 4+00

BEGIN 6" AGGREGATE PLACEMENT

BEGIN 24' ROAD WIDTH

BLEND TO EXISTING ELEVATION

EXISTING STAGING AREA

CULVERT 1

STA. 11+53

REMOVE EXISTING CMP

INSTALL 50' OF 24" CMP

CULVERT 2

STA. 20+84

INSTALL 80' OF 30" CMP

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 24+00 TO 43+50

N.ROBINSON

N.ROBINSON

R.ANDERSON

R7 9 26

CULVERT 3

STA. 29+84

REMOVE EXISTING CMP

INSTALL 50' OF 24" CMP

CULVERT 4

STA. 34+41

REMOVE EXISTING CMP

INSTALL 50' OF 24" CMP

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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

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 44+00 TO 63+00

N.ROBINSON

N.ROBINSON

R.ANDERSON

R8 10 26

CULVERT 5

STA. 51+58

REMOVE EXISTING CMP

INSTALL 50' OF 24" CMP

CULVERT 6

STA. 61+87

INSTALL 50' OF 18" CMP

INTERSECTION WITH FR 601

SEE INTERSECTION DETAIL

SHEET R1

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 63+50 TO 83+00

N.ROBINSON

N.ROBINSON

R.ANDERSON

R9 11 26

CULVERT 7

STA. 72+25

REMOVE EXISTING CMP

INSTALL 50' OF 18" CMP

CULVERT 8

STA. 61+87

REMOVE EXISTING CMP

INSTALL 60' OF 18" CMP

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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

4/1 /24

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R4

INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 83+50 TO 102+50

N.ROBINSON

N.ROBINSON

R.ANDERSON

R10 12 26

CULVERT 9

STA. 100+75

REMOVE EXISTING CMP

INSTALL 50' OF 18" CMP

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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

4/1 /24

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INTERMOUNTAIN REGION

UPPER GREEN

RIVER CORRIDOR

ROAD

IMPROVEMENT

PHASE ONE

BRIDGER TETON

NATIONAL FOREST

PINEDALE RANGER DISTRICT

UPR 103+00 TO 122+00

N.ROBINSON

N.ROBINSON

R.ANDERSON

R11 13 26

CULVERT 10

STA. 106+36

INSTALL 50' OF 18" CMP

STA 111+00

BEGIN 28' ROAD WIDTH

CULVERT 11

STA.117+30

REMOVE EXISTING CMP

INSTALL 60' OF 24" CMP

INTERSECTION WITH FR 602

SEE INTERSECTION DETAIL

SHEET R1

TO KENDALL GRAVEL PIT

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DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

4/1 /24

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