CoveMountain_Plans.pdf

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Attached to
UNITED STATES FOREST SERVICE, INTERMOUNTAIN REGION 4, ROAD AND BRIDGE CONSTRUCTION SERVICES MATOC
Solicitation number
1240LU24R0012
Issued by

About this file

This document is a set of construction plans and specifications for the Cove Mountain Reroutes and Maintenance project on the Dixie National Forest in Utah. The project includes rerouting and decommissioning sections of the Cove Mountain Road (NFSR 30343), as well as maintenance work on the Holt Canyon Road (NFSR 30010) and the New Castle-Pine Valley Road (NFSR 30011). The work involves excavation, drainage features, culvert installation, road reconditioning, and aggregate surfacing. There are three option items for additional road maintenance work. The construction drawings provide site plans, typical road sections, and construction details. The solicitation for this project has not been issued yet, but it is anticipated to be part of a larger Multiple Award Task Order Contract (MATOC) for road and bridge construction services in USFS Region 4, which will be a small business set-aside. The MATOC solicitation is expected to be posted on SAM.gov in the fall of 2024.

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Text version

CENTERLINE OFSPUR4

BOX ELDER

SALT LAKE

WEBER

CACHE

RICH

MORGAN

SUMMIT

TOOELE

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGET

JUAB

MILLARD

BEAVER

IRON

WASHINGTON

KANE

GARFIELD

WAYNE

EMERY GRAND

SAN JUAN

SEVIER

SANPETE

CARBON

PIUTE

DAVIS

PINE VALLEY R.D.

CEDAR CITY R.D.

POWELL R.D.

ESCALANTE R.D.

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

© 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO

© 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 Microsoft Corporation Earthstar Geographics SIO

FOREST LOCATION MAP PROJECT LOCATION MAP

SHEET OF

United States Department of Agriculture

Forest Service

COVE MOUNTAIN REROUTES AND MAINTENANCE

TRAVEL DIRECTIONS:

FROM THE THE SUPERVISOR OFFICE (820 N MAIN STREET, CEDAR CITY, UT 84721) HEAD SOUTH ON MAIN STREET FOR 0.7 MILES. TURN WEST ONTO W 200

N AND HWY 56 AND CONTINUE ON FOR 17.7 MILES. TURN SOUTH ON PINTO ROAD (NFSR 3009) AND CONTINUE ON FOR 10.2 MILES UNTIL PINTO, UT IS

REACHED. TURN NORTH ON THE PINE VALLEY NEW CASTLE ROAD (NFSR 30011) AND CONTINUE ON FOR 1.3 MILES. TURN WEST ONTO THE COVE

MOUNTAIN ROAD (NFSR ) AND THE PROJECT LOCATION WILL BE REACHED. (LATITUDE: 37.55470, LONGITUDE: -113.52722)

9/5 /24

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UTAH

WASHINGTON COUNTY

INTERMOUNTAIN REGION 4

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G1 COVERSHEET 08/28/2024

G2 GENERAL NOTES AND SCHEDULE OF ITEMS 08/28/2024

C1 SITE PLAN OVERVIEW - COVE MOUNTAIN 08/28/2024

C2 SITE PLAN - NORTH REROUTE AND DECOMMISSIONING 08/28/2024

C3 SITE PLAN - SOUTH REROUTE AND DECOMMISSIONING 08/28/2024

C4

SITE PLAN OVERVIEW - HOLT CANYON (OPTION ITEM #2)

08/28/2024

C5

SITE PLAN OVERVIEW - NEW CASTLE - PINE VALLEY (OPTION ITEM

#3)

08/28/2024

D1 TYPICAL ROAD SECTIONS AND TERMS 08/28/2024

D2 CULVERT DETAILS 08/28/2024

D3 DECOMMISSION DETAILS 08/28/2024

D4 ROLLING DIP DETAILS 08/28/2024

S1 SUMMARY SHEET 08/28/2024

PROJECT LOCATION

(COVE MOUNTAIN ROAD (NFSR 30343))

W 200 N

PROJECT LOCATIONS

PINTO ROAD (NFSR 30009)

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

SUPERVISORS OFFICE

CEDAR CITY, UT

MAIN STREET

HWY 56

PINTO, UT

COUNTY LINE

HOLT CANYON

(NFSR 30010)

NEW CASTLE, UT

NEW CASTLE -

PINE VALLEY

ROAD (NFSR

30011)

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1. THIS IS A NOTES TITLE HEADER. THIS IS A NOTES TITLE HEADER. 2. "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.

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OBJECT NAME 1

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OBJECT NAME 2

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NO SCALE

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PROJECT DESCRIPTION

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SHEET NOTES

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1. THIS IS A PROJECT LOCATION TITLE HEADER. THIS IS A PROJECT LOCATION TITLE HEADER. 2. "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.

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1. REMOVE AND DISPOSE OF EXISTING 84" CMP. REMOVE AND DISPOSE OF EXISTING 84" CMP. 2. EXCAVATE NEW STREAM CHANNEL. EXCAVATE NEW STREAM CHANNEL. 3. INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) 4. PLACE STREAMBED SIMULATION ROCK PLACE STREAMBED SIMULATION ROCK 5. CONSTRUCT ROADWAY APPROACHES. CONSTRUCT ROADWAY APPROACHES. 6. INSTALL CRUSHED AGGREGATE ROAD SURFACING. INSTALL CRUSHED AGGREGATE ROAD SURFACING. 7. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. 8. CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.

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1. THIS IS A NOTES TITLE HEADER. THIS IS A NOTES TITLE HEADER. 2. "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT "NOTES" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.

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OBJECT NAME 1

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OBJECT NAME 2

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NO SCALE

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PROJECT DESCRIPTION

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SHEET NOTES

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1. THIS IS A PROJECT LOCATION TITLE HEADER. THIS IS A PROJECT LOCATION TITLE HEADER. 2. "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT "PROJECT LOCATION" AND THE LINES UNDER IT ARE A BLOCK BUT THIS TEXT IS A STD. MTEXT. 3. THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". THE INSERTION POINT OF THIS MTEXT MUST BE SET TO "TOP LEFT". 4. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. PLACE IT ON THE END OF THE PINK HORIZONTAL LINE. 5. THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.THE PINK LINE IS ON THE "VIEWPORT" LAYER AND WILL NOT PRINT.

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1. REMOVE AND DISPOSE OF EXISTING 84" CMP. REMOVE AND DISPOSE OF EXISTING 84" CMP. 2. EXCAVATE NEW STREAM CHANNEL. EXCAVATE NEW STREAM CHANNEL. 3. INSTALL PRECAST CONCRETE OPEN BOTTOM BOX INSTALL PRECAST CONCRETE OPEN BOTTOM BOX CULVERT. (AMCOR OR APPROVED EQUAL) 4. PLACE STREAMBED SIMULATION ROCK PLACE STREAMBED SIMULATION ROCK 5. CONSTRUCT ROADWAY APPROACHES. CONSTRUCT ROADWAY APPROACHES. 6. INSTALL CRUSHED AGGREGATE ROAD SURFACING. INSTALL CRUSHED AGGREGATE ROAD SURFACING. 7. INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED INSTALL 4-TYPE 3 OBJECT MARKERS ON TREATED TIMBER GUARD POSTS. 8. CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.CLEAN-UP, APPLY SEED MIX, AND INSTALL MULCH.

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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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

GENERAL NOTES AND

SCHEDULE OF ITEMS

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

G2 2 12

Base Bid Items

ITEM NO. DESCRIPTION UNIT QUANTITY

15101-1 MOBILIZATION LS 1

20101-1 CLEARING AND GRUBBING LS 1

20401-1

EXCAVATION AND EMBANKMENT, PLACEMENT METHOD 2

LS 1

20401-2

DRAINAGE FEATURE, DRAINAGE DIPS

EA 10

20901-1 STRUCTURE EXCAVATION AND BACKFILL LS 1

21101-1 ROADWAY OBLITERATION LS 1

30301-1 ROAD RECONDITIONING MILE 4.1

60201-1 INSTALLATION OF CULVERTS LF 40

SCHEDULE OF ITEMS

OPTION ITEM #1

ITEM NO. DESCRIPTION UNIT QUANTITY

30201-1

MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,

COMPACTION B

TON 1500

GENERAL:

1. MATERIALS, CONSTRUCTION, & WORKMANSHIP SHALL BE IN ACCORDANCE WITH

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14 U.S. CUSTOMARY UNITS AND APPLICABLE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS.

ROADWAY EMBANKMENT:

1. CONSTRUCT ROADWAY EMBANKMENTS ACCORDING TO FP-14 SECTION 204.

CULVERTS:

1. CULVERTS SHALL BE INSTALL IN ACCORDANCE WITH FP-14, SECTION 602.

2. ALL CULVERTS SHALL BE CORRUGATED STEEL PIPE WITH A MINIMUM THICKNESS OF 0.064

INCHES (16 GAUGE).

3. SEVERED SECTION OF CULVERT SHALL BE COATED WITH GALVANIZING PAINT.

4. STANDARD BAND CONNECTION CORRUGATIONS SHALL MATCH THAT OF THE PIPE SECTIONS

BEING JOINED OR THE ANNULAR REROLLED ENDS OF THOSE PIPE SECTIONS.

GENERAL NOTES

OPTION ITEM #2

ITEM NO. DESCRIPTION UNIT QUANTITY

20401-2

DRAINAGE FEATURES, DRAINAGE DIPS

EA 5

30201-2

MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,

COMPACTION B

TON 675

30301-2 ROAD RECONDITIONING MILE 4

OPTION ITEM #3

ITEM NO. DESCRIPTION UNIT QUANTITY

30201-3

MINOR CRUSHED AGGREGATES, GRADING F, METHOD 2,

COMPACTION B

TON 1543

30301-3 ROAD RECONDITIONING MILE 6.6

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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

140+

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230+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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SITE PLAN OVERVIEW -

COVE MOUNTAIN

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

C1 3 12

SCALE IN FEET

SITE PLAN - SOUTH

REROUTE AND

DECOMMISSIONING

(SEE SHEET C3)

NOTES:

1. ROLLING DIP LOCATIONS WILL BE STAKED IN THE FIELD BY THE COR.

2. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 0+00 TO 14+76 AND FROM 35+19 TO 233+34.

BEGIN LINEAR GRADING 0+00

END LINEAR GRADING 0+00

BEGIN LINEAR GRADING 35+19

END LINEAR GRADING 233+34

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SITE PLAN - NORTH

REROUTE AND

DECOMMISSIONING

(SEE SHEET C2)

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DRAWING TITLE

CHECKED

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DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SITE PLAN - NORTH

REROUTE AND

DECOMMISSIONING

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

C2 4 12

SCALE IN FEET

DECOMMISSION FROM STATION 14+76 TO 35+19

PROPOSED NORTH REROUTE

COVE MOUNTAIN ROAD (NFSR 30343)

NOTES:

1. MINIMUM VERTICAL ROAD GRADES TO BE BETWEEN 12% AND 2%

WITH A MINIMUM VERTICAL CURVATURE LENGTH OF 50'.

2. CROSS SLOPE OF THE ROAD TO BE BETWEEN 2% AND 4%.

3. THE PROPOSED REROUTE ALIGNMENT IS APPROXIMATE.

CENTERLINE TO BE STAKED BY COR.

4. MINIMUM HORIZONTAL RADIUS OF CURVATURE LENGTH 50'.

DECOMMISSION ROAD TO SPRING

SPRING

OPTION ITEM #1:

PLACE 6 INCHES OF SURFACE COURSE CRUSHED

AGGREGATE ON NEWLY CONSTRUCTED ROAD.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SITE PLAN - SOUTH

REROUTE AND

DECOMMISSIONING

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

C3 5 12

SCALE IN FEET

NOTES:

1. MINIMUM VERTICAL ROAD GRADES TO BE BETWEEN 12% AND 2%

WITH A MINIMUM VERTICAL CURVATURE LENGTH OF 50'.

2. CROSS SLOPE OF THE ROAD TO BE BETWEEN 2% AND 4%.

3. THE PROPOSED REROUTE ALIGNMENT IS APPROXIMATE.

CENTERLINE TO BE STAKED BY COR.

4. MINIMUM HORIZONTAL RADIUS OF CURVATURE LENGTH 50'.

DECOMMISSION FROM STATION 233+34 TO 238+11

PROPOSED SOUTH REROUTE

COVE MOUNTAIN ROAD (NFSR 30343)

N F

S R

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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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SITE PLAN OVERVIEW -

HOLT CANYON (OPTION

ITEM #2)

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

C4 6 12

SCALE IN FEET

NOTES:

1. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 0+00

TO 208+93.

HOLT CANYON ROAD (NFSR 30010)

P

N

T

U

N F

S R

PLACE 6 INCHES OF SURFACE COURSE CRUSHED

AGGREGATE FROM STATION 70+00 TO 82+00.

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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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SITE PLAN OVERVIEW -

NEW CASTLE - PINE

VALLEY (OPTION ITEM

#3)

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

C5 7 12

SCALE IN FEET

NOTES:

1. ROAD RECONDITIONING TO BE PREFORMED FROM STATION 150+85

TO 494+98.

2. AGGREGATE SURFACING TO BE STAKED BY COR.

NEW CASTLE - PINE VALLEY ROAD (NFSR 30011)

W

S

T L E

U

T

N

F

PINTO, UT

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DRAINAGE DITCH

BACK SLOPE

GROUND LINE

RIGHT - OF - WAY

ROADWAY ROADSIDEROADSIDE

SURFACE COURSE

BASE COURSE

SIDE SLOPE

OR FILL SLOPE

S H

O U

L D

E R

S H

O U

L D

E R

TRAVELED WAY

ROADBED

GROUND

LINE

CLEARING WIDTH

X X

SUBGRADE

ROAD STRUCTURE TERMS

NO SCALE

R I G

H

F

W

L

N

E

R I G

H

F

W

L

N

E

C L

E A

R I N

G

L

I M

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S

X

CLEARING

LIMITS

OUTSLOPE SECTION VIEW

NO SCALE

INSLOPED SECTION VIEW

NO SCALE

CROWNED SECTION VIEW

NO SCALE

FLAT BOTTOM DITCH

SIDE SLOPE OR FILL SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER

PREFERRED

-2 TO -4%

2 - 4

2 - 4 % 2 - 4%

NOTES:

1. SHAPES AND DIMENSIONS WILL VARY FOR LOCAL CONDITIONS.

2. CLEARING LIMITS (X) ARE TYPICALLY 2FT UNLESS OTHERWISE SPECIFIED.

3. THE CONTRACTOR SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS AS WELL AS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.

4. IF LOCAL CONDITIONS REQUIRE A STEEPER SLOPE THAN OUTLINED IN THESE DRAWINGS CONSULT ENGINEER.

BACK SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER PREFERRED

FORESLOPE

FORESLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER PREFERRED

FORESLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER PREFERRED

BACK SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER

PREFERRED

BACK SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER PREFERRED

SIDE SLOPE OR FILL SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER

PREFERRED

SIDE SLOPE OR FILL SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER

PREFERRED

D

D

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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

TYPICAL ROAD

SECTIONS AND TERMS

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

D1 8 12

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FLAT BOTTOM DITCH

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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

CULVERT DETAILS

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

D2 9 12

TYPICAL CULVERT SHAPES

NO SCALE

PIPE ARCH

CIRCULAR

ELLIPTICAL

NOTES:

1. THE CONTRACTOR SHALL ADHERE TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

BRIDGES ON FEDERAL HIGHWAY PROJECTS AS WELL AS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS.

CULVERTS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 603.

CULVERT - PLAN VIEW

NO SCALE

SECTION VIEW A-A

NO SCALE

S E

C T

IO

N

A -A

SECTION VIEW B-B

& TRENCH DETAILS

NOTE:

CONTRACTOR TO MEET

MINIMUM STANDARDS FOR

TRENCH AND EXCAVATION

CONSTRUCTION SAFETY SET

BY THE OCCUPATIONAL

SAFETY AND HEALTH

ADMINISTRATION (OSHA).

:1 MIN SLOPE

: 1 MIN SLOPE

VERTICAL

LIMITS

BOTTOM OF TRENCH

NO SCALE

BEDDING MATERIAL

D

1' MIN. COVER

BACKFILL

SURFACE COURSE

BASE COURSE

SUBGRADE

ROAD S

URFACE

HAUNCHS

BAND

NOTE:

1. CONTRACTOR COAT CUT SECTION OF CULVERT WITH GALVANIZED PAINT.

2. RIPRAP FOR THE EMBANKMENT SLOPES CAN BE GATHERED UP ALONG THE ROAD RIGHT-OF-WAY AS WELL AS

STOCKPILED DURING TRENCH EXCAVATION.

3. HUGGER BANDS SHALL BE USED JOIN TWO MANUFACTURED ENDS. DIMPLE BANDS SHALL BE USED ON SECTIONS OF

PIPE THAT HAVE BEEN CUT.

4. CONTRACTOR TO SET ASIDE ROCKS FOUND DURING CONSTRUCTION TO BE USED FOR RIPRAP ON UPSTREAM SIDE OF

CULVERT. DIAMETER OF ROCKS TO RANGE FROM 3-18 INCHES..

1' MIN. COVER

ROAD WAY

SHOULDERSHOULDER TRAVEL WAY

LOOSE ROCK

RIPRAP

SURFACE COURSE

BASE COURSE

SUBGRADE

BACKFILL

BEDDING MATERIAL

1.5' MIN.1.5' MIN.

M

IN

. S L O

P E

P R

E F

E R

R E

D S

L O

P E

SIDE SLOPE OR FILL SLOPE

2:1 (H:V) MAX

3:1 (H:V) OR FLATTER

PREFERRED

6"

1'

COVER PROTRUDING

CULVERT (1' MIN. COVER)

SECTION B-B

F

L

O

W

CULVERT

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ROADWAY

S H

O U

L D

E R

S H

O U

L D

E R

TRAVELED WAY

CLEARING WIDTH

X X

C L

E A

R I N

G

L

I M

I T

S

X

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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

DECOMMISSION DETAILS

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

D3 10 12

ROAD DECOMMISSION DETAILS

NO SCALE

NOTES:

1. RIP THE EXISTING ROADWAY TO A MINIMUM DEPTH OF 12".

2. REESTABLISH THE TOPOGRAPHY WITHIN THE CLEARING WIDTH TO MATCH EXISTING

CONDITIONS OUTSIDE OF THE CLEARING WIDTH.

3. PLACE A ROW OF BOULDERS AT THE BEGINNING AND ENDING OF THE DECOMMISSIONED

ROAD. BOULDERS TO BE A MINIMUM OF 36" IN DIAMETER AND SPACED NO FURTHER THAN

36" APART. COR TO FIELD LOCATE BOULDERS TO BE USED FOR BARRICADES. CONTRACTOR

TO SET ASIDE BOULDERS DURING CONSTRUCTION FOR COR APPROVAL.

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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

9/5 /24

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REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

ROLLING DIP DETAILS

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

D4 11 12

PROFILE VIEW

NO SCALE

PERSPECTIVE VIEW

NO SCALE

G

R

A

D

E

I

N

S

L

O

P

E

OR

O

U

T

S

L

O

P

E

0-25°

RIPRAP

ROLLING DIP

A

V

E

R

A

G

D

A

D

E

ROLLING DIP

PROFILE VIEW DETAIL

NO SCALE

25-100 FT 20-40 FT 25-100 FT

A V

E R

A G

E R

O A

D G

R A

D E

R

E

V

E

R

A

D

ARMOR DIP AND MOUND

SURFACE AS NEEDED WITH 2-6

INCHES OF AGGREGATE

RECOMMENDED MAXIMUM DISTANCE BETWEEN ROLLING DIP

CROSS DRAINS (FEET)

ROAD GRADE %

LOW TO NONEROSIVE

SOILS

EROSIVE SOILS

0 - 3 400 150

4 - 6 325 125

7 - 9 250 100

10 - 12 200 75

12+ 150 50

TYPE L (LOWBOY)

% GRADE

LENGTH (FT) DEPTH H (FT)

A B

OUTSIDE

EDGE

INSIDE

EDGE

0 - 4 18 54 0.8 0.5

5 - 8 16 84 0.6 0.3

9 - 12 15 107 0.4 0.1

13+ 10 124 0.2 0.0

TYPE M (LOG TRUCK)

% GRADE

LENGTH (FT) DEPTH H (FT)

A B

OUTSIDE

EDGE

INSIDE

EDGE

0 - 4 14 30 1.0 0.6

5 - 8 14 45 1.0 0.6

9 - 12 13 58 0.8 0.4

13+ 12 70 0.6 0.4

NOTES:

1. THE CROSS SLOPE OF THE ROADWAY SHALL BE MAINTAINED THROUGH THE DIP.

2. PLACE SURROUNDING ROCK ON OUTLET SLOPE (1FT DEEP MIN.).

3. FOR DIPS ON AGGREGATE SURFACE ROADS, REDUCE (H) DEPTH BY 0.2 FT.

4. ROLLING DIPS SHALL BE IN ACCORDANCE WITH SECTION 204.

5. ROLLING DIPS SHALL BE FIELD LOCATED BY THE COR.

F

I

L

L

S

L

O

P

E

C

U

T

S

L

O

P

E

BAAB

CREST

DRAIN

LINE

H

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MAINTENANCE SUMMARY

ROAD NUMBER ROAD NAME

MAINTENANCE

TYPE

SPECIFICATION

SECTION

BEGINNING

STATION

ENDING

STATION

NUMBER OF

LANES

SURFACE

TYPE

BASE TYPE

SUBGRADE

TYPE

TRAVELED WAY

(FT)

SHOULDER (FT)

CLEARING

LIMITS (FT)

SECTION VIEW

(TYPE)

30343

COVE MOUNTAIN

ROAD

ROAD

RECONDITIONING

303 0+00 14+76 1 - SINGLE LANE NATIVE N/A N/A 12 1 2 VARIES

30343

COVE MOUNTAIN

ROAD

ROAD

RECONDITIONING

303 35+19 233+34 1 - SINGLE LANE NATIVE N/A N/A 12 1 2 VARIES

30010

HOLT CANYON

ROAD

ROAD

RECONDITIONING

303 0+00 208+93 2 - DOUBLE LANE NATIVE N/A N/A 12 1 2 VARIES

30011

NEW CASTLE - PINE

VALLEY ROAD

ROAD

RECONDITIONING

303 150+85 494+98 2 - DOUBLE LANE NATIVE N/A N/A 28 1 2 VARIES

CULVERT SUMMARY

ROAD NUMBER ROAD NAME STATION

CULVERT LENGTH

(FT)

CULVERT SHAPE

CULVERT

MATERIAL

CULVERT

SIZE/DIMENSIONS

(IN)

30343

COVE MOUNTAIN ROAD

NORTH REROUTE

1+00 40 ROUND

GALVANIZED STEEL

PIPE

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

9/5 /24

:0

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.D W

G;

REGION 4

INTERMOUNTAIN REGION

COVE MOUNTAIN

REROUTES AND

MAINTENANCE

DIXIE NATIONAL FOREST

PINE VALLEY RANGER DISTRICT

SUMMARY SHEET

08/28/2024

K. LLOYD

K. LLOYD

S. O'NEIL

S1 12 12

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Sheets and Views
Cove Mountain Reroute and Reconstruction-G1-COVERSHEET
OLE1
Cove Mountain Reroute and Reconstruction-G2-GN & SOI
OLE1
Cove Mountain Reroute and Reconstruction-C1-Site Plan Overview - Cove Mountain
OLE1
Cove Mountain Reroute and Reconstruction-C2-Site Plan - North
OLE1
Cove Mountain Reroute and Reconstruction-C3-Site Plan - South
OLE1
Cove Mountain Reroute and Reconstruction-C4-Site Plan - Holt Canyon
OLE1
Cove Mountain Reroute and Reconstruction-C5-Site Plan Overview - New Castle - Pine Valley
OLE1
Cove Mountain Reroute and Reconstruction-D1- Typical Road Sections and Terms
OLE1
Cove Mountain Reroute and Reconstruction-D2 - Culvert Details
OLE1
Cove Mountain Reroute and Reconstruction-D3 - Decommission Details
OLE1
Cove Mountain Reroute and Reconstruction-D4-ROLLING DIP DETAILS
OLE1
Cove Mountain Reroute and Reconstruction-S1 - SUMMARY SHEET
OLE1
2024-09-06T10:38:36-0600
STEVEN ONEIL
2024-09-09T08:23:55-0600
JOSEPH RECHSTEINER
2024-09-09T21:11:54-0600
KEVIN WRIGHT

File details come from the government source that posted it. Updated .