Attachment 4 - Paintrock Road Surfacing Phase 2 Plans v2.pdf

United States Department of Agriculture Forest Service

WYOMING

BIG HORN COUNTY

(R02) ROCKY MOUNTAIN REGION

BIGHORN NATIONAL FOREST

MEDICINE WHEEL RANGER DISTRICT

GAOA-PAINTROCK ROAD (NFSR #17)

ROADIMPROVEM ENTSPHASE2

--c:S- PROJECT LOCATION MAP

Mlln a----- --- TRAVEL DIRECTIONS:

FOREST LOCATION MAP

FROM GREYBULL, WYOMING, HEAD EAST ON US-14 APPROXIMATELY 31 MILES TO THE JUNCTION OF

FOREST ROAD #17 (PAINTROCK ROAD).

FROM SHERIDAN, WYOMING, HEAD NORTH ON INTERSTATE 90 FOR APPROXIMATELY 11 MILES TO EXIT

9. TAKE US-14 AND HEAD\o\"ESTBOUNO APPROXIMATELY 48 MILES TO THE JUNCTION OF FOREST ROAD

#17 (PAINTROCK ROAD).

INDEX OF SHEETS

SHeeT SHeeT TITl.e

COVER SHEET

PROJECT MAP

SUMMARY OF QUANTITIES, PROJECT STATIONING & NOTES

TYPICAL SECTIONS

WORKLIST

Rl!Vll!Wl!D AND Rl!COMMl!NDl!D BY:

DATI!

4/15/2023

4/15/2023

4/15/2023

4/15/2023

4115/2023

CHRISTOPHER WOLFFING g����J(•;,�:f ��,��::� woLFF1NG

FOREST ENGINEER DATE

PLANS, SPECIFICATIONS, AND COST ESTIMATES

MEET TECHNICAL REQUIREMENTS

APPROVED:

CHRISTOPHER WOLFFING g;����;;•;,�.":-1�,��:��� WOLFFING

FOREST STAFF OFFICER FOR ENGINEERING ACTIVITIES �

COMPLIES V'v1TH TECHNICAL ROADS REQUIREMENTS

AND ENGINEERING STANDARDS

MARK FOSTER

DISTRICT RANGER

Digitally signed by MARK FOSTER

Date: 2023.05.22 07:56:00-06'00'

CONSISTENT V'v1TH APPLICABLE REGULA TORY

AND LAND MANAGEMENT PLAN REQUIREMENTS

SHEET 001 OF OOS

Unllal Simi Dapartmllll of Agrk::uffuni forNIServlce

(R02)

ROCKY IIOUNTAIN REGION

NO. REVISION/ISSUE DATE

GAOA

PAINTROCK

ROAD (NFSR#17)

ROAD

IMPROVEMENTS

PHASE2

BIGHORN NATIONAL

FOREST

MBllaNE WHEB.

RANGER DISTRICT

PROJECT MAP

4,IZ023 I

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-== SHEET 11112 DF 005

SUMMARY OF QUANTITIES

BASE ITEMS

Item Number Item Unit NFSR 17 Total

15101 Mobilization LS 1 1

30115 Aggregate Surface Course, W'tDOTGrade K, Compaction Method 2, Government Source CY 3029 3029

30315 Road Reconditioning, Compaction Method 2 Miles 2.62 2.62

31201 Dust Palliative Application, Magnesium Chloride, 23' Wide Miles 2.82 2.82

63501 Temporary Traffic Conlrol LS 1 1

OPTIONAL ITEMS

Item Number Item Unit NFSR 17 Total

30401 (0) Full Depth Reclaimation, 6 Inch Depth, Maximum Size 1-1/2 Inch, Width 23 Feet, Compaction Method 2 Miles Up to 0.70 Up to 0.70

31201(0) Dust Palliative Application, Magnesium Chloride, 14' Wide, Optional Item Miles Up to 3.08 Up to 3.08

PROJECT STATIONING

I Road No. I Begin I End I Feet I Comments I

I NFSR 17 I 100.00 I 31250.00 I 311so.oo I I I I I Total I 31150.00 I I

Project Notes

SPECIFICATIONS

The specifications for this contract are contained with the document "STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS�. Document FP-14 U.S. Customary Units. A copy of these specifications can be obtained by visiting the website: https://flh.fhwa.dot.gov/resources/specs

TIMING OF WORK AND TRAFFIC DELAYS

Delays may not exceed �minutes at any one time followed by an open period of no less than !!_minutes. Up to .!hours of delay will be allowed for installing culverts at live water crossings and the cattleguard with an open period no Jess than �rrinutes.

CONSTRUCTION SIGNS AND TRAFFIC CONTROL

Construction signs will be required on this project and will be in accordance with Manual of Uniform Traffic Control Devices (MUTCD) and at locations agreed to by the CCR. A Sign and Traffic Control Plan subrrittal will be required before construction.

DISPOSAL OF UNSUITABLE MATERIAL

Unsuitable material developed from reconditioning, culvert installation and other activities will be disposed of in the Granite Pass Gravel Pit located at T54N, R88W, Sec.20, 44 ° 37' 54.83" N, 1 07° 29' 24.35" W. The exact location 'Mthin the pit will be determined by the CCR.

STAGING AND CAMPING AREA

Upon written request, an area by the Ranger Creek Carrwround, located at T53N, R88W, Sec. 19, may be available for the Contractors use for camping and as a staging area for storage of materials and equipment. other carfl)ing and staging areas may be identified at the time of the contract by the COR should the need arise.

WATER

The water sources for this project \\111 be the Shell Creek at the bridge at Milepost 2.75. All sources are located on the Paintrock Road #17. Payment for water is indirect to Items 20415, 30115(A), 30115(6) and 30315. No separate payment will be made.

SPECIFICATION 301-AGGREGATE SOURCE

The source for aggregate is from a government supplied stockpile at Granite Pass Pit located at T54N, R88W, Sec.20, 44° 37' 54.83" N, 107° 29' 24.35" W. The exact location within the pit will be deterrrined by the COR.

SPECIFICATION 301-AGGREGATE MEASUREMENT

In place measurement on the road, after compaction, will be utilized to determine actual quantities for aggregate payment.

USDAm 2' s

Unit.I States Department or AQrlcultUI' FomtStMce

(R02)

ROCKY MOUNTAIN REGION

STMIPS.LOGOS.N-DSEALS

I/,\

I!:::.

I!:::.

NO. REVISION/ISSUE OAT£

PROJECTtWE

GAOA-

PAINTROCK

ROAD (NFSR#17)

ROAD

IMPROVEMENTS

PHASE 2

BIGHORN NATIONAL

FOREST

MB:MCINEVltiEEL

RANGER DISTRICT

DRA\WIGllTLE

SUMMARY OF

QUANITTIES, PROJECT

STATIONING & NOTES

°'TE

I

ARCHVE NO.

�-� ORAWINGSHEETNO.

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PROJECTNO. SHEETOCl30f005

VARIES

J.J

0 L

---------r TOE OF FILL

I oo•os

1V:1.5H FILL SLOPE

OR EXISTING

ROADSIDE

CLEARING

OUTER LIMITS

RECONDITIONING TYPICAL SECTION WITH DITCH

ROADSIDE CLEARING OUTER

LIMITS

1V:1.5H CUT

SLOPE OR EXISTING

NOTTO SCALE

TOP OF CUT

OR10'MIN.

,_ _____ VARIES

J.J

1V:1.5H FILL

SLOPE OR EXISTING

TOE OF FILL

6'MIN.

ROADSIDE CLEARING

OUTER LIMITS

RECONDITIONING TYPICAL SECTION WITHOUT DITCH

NOTTO SCALE

J./ INSLOPE, OUTSLOPE, OR CROWN WHEN SPECIFIED IN

THE WORKLIST. OTHERWISE MAINTAIN EXISTING.

ASC = Aggregate Surface Course

ITEM 30115: 4" ASC

WHERE NEEDED

(SEE WORKLISTS)

TYPICAL AGGREGATE COURSE SECTION

NOTTO SCALE

NOTES:

(9) Station 1+00 to 147+80 has an average base road width of 23'. Unless specified on worklist, newty placed aggregate surface course shall match existing widths including curve widening and turnouts.

UnltedStatnDepartmentofAQrlcultul' FomtServlce

(R02)

ROCKY MOUNTAIN REGION

STMIPS, LOGOS, #0 sal.S

I&

IJ:,_

NO. REVISION/ISSUE DATE

GAOA

PAINTROCK

ROAD (NFSR#17)

ROAD

IMPROVEMENTS

PHASE 2

BIGHORN NATIONAL

FOREST

MEDICINE'MiEEL

RMGER DCSTRICT

TYPICAL SECTIONS

!».TE

I ARCl-tVENO . .,..., �-� DRAWINGSHEETNO.

CO.vis

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PROJECTNO. SHEET0040f005

NFSR #17 WORKLIST

Staffon Item Number Descrl0tlon Quanfltv Unit

0+00

1+00 31201 Begin Dust Palliative Application, Magnesium Chloride, 23' Wide Perma-Zyme can be usedas an alternate. For either product a submittal is reauired with technical data and proposed application rates.

2.82 Mies

3+80

11+00 Begin Project 30115 Begin Aggregate Surface Course 1255 CY

30315 Begin Roadway Reconditioning 2.62 Mies

21+60

31+50

53+ 10 30115 End Aggregate Surface Course

30401(0) Begin Full Depth Reclaimation. Compaction tv\ethod 2 Up to 0, 17 Mies

53+60

62+30 30115 Begin Aggregate Surface Course 81 CY

30401(0) End Full Depth Reclaimation. Compaction Method 2

65+00 30115 End Aggregate Surface Course 30401(0) Begin Full Depth Reclaimation, Compaction fvlethod 2 Up to 0,06 Mies

68+ 10 30115 Begin Aggregate Surface Course 1219 CY

30401(0) End Full Depth Reclaimation, Compaction Method 2

87+30

109+00 30115 End Aggregate Surface Course 30401(0) Begin Full Depth Reclaimation, Compaction fv\ethod 2 Up to 0.47 Mies

133+90 30115 Begin Aggregate Surface Course 474 CY

30401(0) End Full Depth Reclaimation, Compaction Method 2

140+90

142+80

145+ 10

147+80

149+00

149+80

30115 End Aggregate Surface Course 30315 End Roadway Reconditioning 31201 End Dust Palliative Application, fvbgnesium Chloride, 23' Wide

31201(0) Begin Dust Palliative Application, fv\agnesium Chloride, 14' Wide, Optional Item Up to 3.08 Mies

312+50 31201(0) End Dust Palliative Application, N'agnesium Chloride, 14' Wide, Optional Item Mies End Project

Remarks

Jct Hwy 14, mile 31.76

Begin 23' Road Width Dust Palliative Application

Jct FSR251, Leff

Begin Finished Surface Road Width 23' Place 4" ASC

Existing Cattleguard

Existing Cattleguard

Jct FSR 249, Left

Restablish Native Surtace w / 6 Inch Depth, Maximum Size 1-1 /2 Inch, Width 23 Feel

End 4" ASC. Existing Asphalt Begins, Covered with Approximately 4" of ASC Jct FSR 249. Left, Y ahead

Place 4" ASC

Existing Asphalt Ends

End 4" ASC. Existing Asphalt Begins, Covered with Approximately 4" of ASC Restablish Native Surface w / 6 Inch Depth, fv\aximum Size 1-1 /2 Inch, Width 23 Feet

Place 4" ASC

Existing Asphalt Ends

Jcf FSR 258. Righi

End 4" ASC. Existing Asphalt Begins, Covered with Approximately 4" of ASC Restablish Native Surface w/ 6 Inch Depth, t-Aaximum Size 1-1/2 Inch, Width 23 Feet

Existing Cattleguard

Place 4" ASC

Existing Asphalt Ends Jct FSR 257, Left (Shell Ranger Station)

Existing Cattleguard

Jct FSR 277, Left

Existinq Bridqe over Shell Creek

Jct FSR 272, Right and Ranger Creek Campground Loop, Left

Jct FSR 273. Left

Existing Seasonal Closure Gate End Finished Surface Road Width 23'

Begin Finished Surface Road Width 14' End 4" ASC

End Road Reconditioning End 23' Road Width Dust Palliative Application

Begin 14' Road Width Dust Palliative Application, Optional Item

Existing Cattlegaurd

USDAm :=;;. s

UnltedStatnDepartmentofA41rlcultu1' FomtServlce

(R02)

ROCKY MOUNTAIN REGION

STMIPS. LOGOS, N-0 SE""-S

I&

NO, REVISION/ISSUE OAT£

PROJECTPWE

GAOA-

PAINTROCK

ROAD (NFSR#17)

ROAD

IMPROVEMENTS

PHASE 2

BIGHORN NATIONAL

FOREST

MEDtCINE'MiEB..

RMGEROCSTRICT

DAA�mLE

WORKLIST

!».TE IARCl-tVENO.

�-� OAA'NNGSHEETNO.

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PROJECTNO. SIEETQ050F 005