WY FLAP SHE 26(1) Plans DRAFT.pdf

R

D E P

A T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

Project location

Scale in Miles

Begin Schedule B

Begin Schedule A

WY FLAP SHE 26(1)

Red Grade Road

149+00

End Schedule A

WY FLAP SHE 26(1)

Red Grade Road

245+00

End Schedule B

WY FLAP SHE 26(1)

Red Grade Road

282+40

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

MONTANA

IDAHO

SOUTH DAKOTA

NEBRASKA

COLORADOUTAH

Casper

CHEYENNE

Sheridan

Jackson

Rock

Springs

Riverton

KEY MAP OF WYOMING

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Gillette

Cody

Thermopolis

Worland

Rawlings

Option X

WY FLAP SHE 26(1)

Aspens Parking Lot

241+65

Know what'sbelow.

before you dig.Call

R www.call811.com

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OPTION X ASPENS PARKING LOT

SCHEDULE B LENGTH 2.53 miles

SCHEDULE A LENGTH 1.82 miles

SHERIDAN COUNTY

BUREAU OF LAND MANAGEMENT

BIGHORN NATIONAL FOREST

RED GRADE ROAD

WY FLAP SHE 26(1)

PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

DENVER, CO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

SHERIDAN COUNTY

COUNTY ENGINEER

7/29/25DATE:Approved via letter

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

APPROVED:

BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

SPECIFICATIONS:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

4%e(max)

20 MPHV

NAT

160DHV

1275ADT (2046)

710ADT (2026)

DESIGN DESIGNATIONS:

and drainage improvements.

cut and fill rockeries, special rock embankments, Roadway reconstruction, widening, minor realignment, rock buttress, TYPE OF CONSTRUCTION:

S. DAVIS M. STEINER

INTERSTATE

Sheridan, WY

Forest

Bighorn National

INTERSTATE

to B u ffa lo m ile s to B illin g s, M

T m ile s

:1

P

M

A u g u s t

T it le

S h e e t

N

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T T

L W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

WY FLAP SHE 26(1)

A1

DRAFT

DI

footingftg.

finishfin.

flared end sectionFES federalFed.

fill facef.f.F exteriorext.

expansion jointexp. jt.

excavationexc.

edge of waterEW and wifeet ux and otherset al edge of roadER equationEQ or eq.

edge of pavementEOP

Engineer(s)engr(s).

embankmentemb.

elevationelev.

elevation with numberEl. 94.066 superelevation ratee eastEE drawing(s)dwg(s).

donation land claimDLC districtDist.

distancedist.

diaphragmdiaph.

diagonaldiag.

diameterdia. or D drop inletDI design hour volumeDHV decrementdecr.D culvertculv.

contingent sumCTSM centersctrs.

point of curve to spiralCS creekcr.

corrugatedcorr.

continuouscont.

construction jointconstr. jt.

constructionconstr.

concreteconc.

columncol.

countyCo.

corrugated metal pipeCMP clearclr.

center to centerc-c concrete box culvertCBCC bearingbrg.

bridgebr.

balance pointBP bench markBM backBK beginning, beginbeg.

both facesb.f.B asphaltasph.

approachappr.

alternatealt.

aheadAH aggregateaggr.

average daily trafficADT abutmentabut.A diameterØ curve deltaΔ centerline�

ABBREVIATIONS

routerte.

rightRt. or RT reference hubRH retaining wallret. wall ReservationRes.

reservoirres.

requiredreqd.

reinforcementreinf.

reconstructionreconst.

roadwayrdwy.

roadrd.

right-of-wayR/W rangeR.

radiusRR quantitiesquant., QtyQ pavementpvmt.

point of tangentPT pounds per square inchpsi projectproj.

point on tangentPOT point on spiralPOS point on curvePOC platepl.

point of intersectionPI perforateperf.

point of compound curvePCC point of curvePCP outside diameterOD other faceo.f.

on centerso.c.O numberno. or # negativeneg.

normal crownNC northNN mountain(s)mtn(s).

monumentmon.

minimummin.

maximummax.

materialmatl.

maintenancemaint.

magneticmag.M low waterLW leftLt. or LT lump sumLPSM longitudelong.

latitudelat.

laminationlam.

length of curveLL jointjt.J interiorint.

inclusive, includingincl.

inside diameterIDI highwayhwy.

high waterHW horizontalhoriz.

hexagonhex.

homestead entry surveyHES headwallhdwl.H girdergdr.

galvanizedgalv.

gage (gauge)ga.G

WestWW vertical point of intersectionVPI vehicles per hourvph verticalvert.

design speedVV typicaltyp.

point of tangent to spiralTS transversetransv.

temporary construction easementTCE temporary bench markTBM tangenttan.

townshipT.

tangent lengthTT symmetricalsym.

structuralstruc.

straightstr.

stiffenerstiff.

standardstd.

stationsta.

point of spiral to tangentST streetst.

specificationspec.

spacing, spaces or spacedspa.

shouldershldr.

sectionsec.

point of spiral to curveSC seasonal average daily trafficSADT southSS

DRAINAGE SYMBOLS

Riprap apron (proposed)

Underdrain (existing, proposed)

With drop inlet (existing, proposed)

With headwalls (existing, proposed)

With end sections (existing, proposed)

Pipe culvert (existing, proposed)

Box culvert (existing, proposed)

Bridge (existing, proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (existing, proposed)

:1

O c to b e r

S y m b o ls S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ S

Y M

W

Y (1 d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 1 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A2

BH

0.00EL.

TP

TP

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (existing, proposed)

Fence with gate (existing, proposed)

Fence (existing, proposed)

GEOLOGIC SYMBOLS

Material source

Boring location

LANDSCAPING & VEGETATION SYMBOLS

Treeline

Tree

MAPPING SYMBOLS

Survey control point

Trail

Spot elevation

Double Track

Single Track

Railroad

North arrow

Coordinate Grid Tick

Building (existing, proposed)

RIGHT-OF-WAY SYMBOLS

Section corner (found, projected)16

Section corner (found, projected)4

Section corner (found, projected)

Right-of-way line (proposed)

Right-of-way line (existing)

Property line

Parcel number

Monument (as described)

Temporary (proposed)

Permanent (proposed)

Permanent (existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section16

Section4

Section

Township or Range line

City

County

State

National

Boundaries

GUARDRAIL, BARRIER & WALL SYMBOLS

Rockery (existing, proposed)

Median & Side Barrier (existing, proposed)

Guardwall (proposed)

Guardrail (existing, proposed)

SIGN SYMBOLS

Post mounted (existing, proposed)

Portable (proposed)

Delineator (existing, proposed)

Commerical (existing, proposed)

Signs

ROADWAY SYMBOLS

Roadway obliteration

Roadway centerline (with station ticks)

Edge of roadway (existing, proposed)

Toe of fill

Transition

Top of Cut

Slope state limits

Clearing/construction limits

UTILITY SYMBOLS

Telephone (existing, proposed)

Power (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Overhead utility

Water (existing, proposed)

Telephone (existing, proposed)

Sanitary sewer (existing, proposed)

Power (existing, proposed)

Oil (existing, proposed)

Gas (existing, proposed)

Fiber optic (existing, proposed)

CATV (existing, proposed)

Underground utility

Telephone pedestal (existing, proposed)

Street light (exisiting, proposed)

Support pole anchor (existing, proposed)

Support pole (existing, proposed)

Surface (existing, proposed)

Underground (existing, proposed)

Irrigation ditch

PROJECT SPECIFIC SYMBOLS

:1

O c to b e r

S y m b o ls

S h e e

W Y

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ S

Y M

W

Y

(1 d g n

AND ABBREVIATIONS

CONVENTIONAL PLAN SYMBOLS

Sheet 2 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A3

Begin Schedule B

Begin Schedule A

WY FLAP SHE 26(1)

Red Grade Road

149+00

End Schedule A

WY FLAP SHE 26(1)

Red Grade Road

245+00

End Schedule B

WY FLAP SHE 26(1)

Red Grade Road

282+40

BLM

BIGHORN NATIONAL FOREST

BLM

LITTLE GOOSE RANCH

LANDS

STATE

WYOMING

BLM

m il e s

S h e ri d a n

T o

150+00

2000'1000'0

Scale in Feet

(Staging Area)

Base Trailhead

0+

+00

210+00

250+

(Staging Area)

Aspens parking lot

30 m iles

US HWY 14

To

Staging Area

BLM Stock Rest

Blacktooth Rd.

S tu m p y R id g e R d

T e p e e T ra il

C anyon R d

B lacktooth

R d

(Staging Area)

Springs Trailhead

Option X

WY FLAP SHE 26(1)

Aspens Parking Lot

241+65

© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

NOTES:

staging area information.

1. See Subsection 105.04 for

:3

A u g u s t

S it e M a p

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

S T

E W

Y (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SITE MAP

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A4

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS7/14/22

Add STAs & offsets 11/4/24 SJS

CONTROL SHEET

:4

O c to b e r

S u r v e y

C o n tr o l

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

C T

L W

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A5 base course)

(top of aggregate

Profile grade

See note 3

Rounded cut slope limit

Slope stake

Existing ground limit

Slope stake varies from 0" to 6"

Existing aggregate base depth method 2

4" roadway aggregate, Hinge point

Hinge point superelevation

Pivot point for

Profile grade

5' limits Seeding and mulching

Varies 10.33' to 12.33' Varies 10.33' to 12.33' Seeding and mulching limits

Clearing and construction limits

F

5' B = 5'

5'

Se e n ote 2Fil l s lop e

3% 3%

Average existing width

Sta 149+00 to 282+40

SCHEDULE B

Sta 149+00 to 245+00

SCHEDULE A

RED GRADE ROAD

EXISTING TYPICAL SECTION

Sta 149+00 to 282+40

SCHEDULE B

Sta 149+00 to 245+00

SCHEDULE A

RED GRADE ROAD

MAINLINE TYPICAL SECTION

-3% Typical condition-3% min. superelevation

3% Typical condition 4% max. superelevation

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

5. Traveled way width transitions will be 50 feet long.

inside of curves.

100' curve widening transition. Apply curve widening to

Construct curve widening as shown in the table below. 4.

the actual cut height.

cut heights less than B, reduce the B and F dimensions to

Round all earth slopes and all rippable rock slopes. For 3.

See the cross sections for cut and fill slope ratios. 2.

stability.

adjusted by the CO to ensure adequate drainage and excavation and embankment slope ratios may be

The gradient and width of roadway ditches and the 1.

NOTE:

Se e no te

Cu t s lo pe ditch

GradedSee table Traveled way

Subgrade Subgrade

Varies 13' to 18'

1:2

1:41:4

Varies 9' to 11' 2'Varies 9' to 11'

See table Traveled way

2'

Topsoil limitsTopsoil limits

2.53Schedule BTOTALS (mi)

13,340Schedule BTOTALS (ft)

1.82Schedule ATOTALS (mi)

9,600Schedule ATOTALS (ft)

3,740Schedule B245+00 to 282+40

9,600Schedule A & B149+00 to 245+00

(ft)

Roadway DescriptionStation to Station

LENGTH OF PROJECT

6261+33 - 262+15

10251+46 - 252+64

3208+31 - 213+27

6200+91 - 202+02

8175+93 - 177+04

3166+20 - 169+73

Widening (ft)Station to Station

(See Note 4)

WIDENING ON CURVES

11226+50 to 282+40

10217+00 to 226+00

11209+50 to 216+50

10208+07 to 209+50

9206+92 to 207+57

10205+09 to 206+42

9203+63 to 204+59

10200+06 to 203+13

9199+30 to 199+56

10196+50 to 198+80

9191+50 to 196+00

10170+00 to 191+00

11149+00 to 169+50

Width (ft)Station to Station

(See Note 5)

TRAVELED WAY

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:5

A u g u s t

R T y p ic

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T Y

P W

Y (1 d g n

Sheet 1 of 3

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A6

Slope Stake Limit for class and type

See Lined Ditch Summary table

Geotextile filter

Existing Ground

Transition Taper, T1 Length, L Transition Taper, T2

W id th

W

CL

TYPICAL WIDENING AND PULLOUT PLAN

Mainline

Normal shoulder

Existing ground

Sta 206+92 to 207+57, RT

Sta 203+63 to 204+59, RT

Sta 199+30 to 199+56, RT

SCHEDULE A & B

TYPICAL SECTION

CUT SLOPE ROCKERY WITH RIP-RAP LINED DITCH

Slope Stake Limit

1:3 to 1:1

Varie s

See Sheet 252-D

Rockery

See Sheet 252-E

Rockery

See note 3

See note 4

Sta.Sta.

See note 3

Hinge Point

See note 3

Hinge Point

3%

Sta 184+04 to 188+54, LT

SCHEDULE A & B

TYPICAL SECTION

FILL SLOPE ROCKERY WALL

mainline.

4. Pullout surfacing will be the same as structural section details.

3. Refer to Mainline Typical Section for slope ratios.

See the cross sections for cut and fill 2.

drainage and stability.

adjusted by the CO to ensure adequate embankment slope ratios may be ditches and the excavation and

The gradient and width of roadway 1.

NOTE:

Traveled way

2'

Subgrade

2'

1:3

Clearing and construction limits

5'

LINED DITCH

TYPICAL SECTION

1'

Class 1 riprap

Va rie s

1:2 for more information

See Lined Ditch Summary

10'

11'Seeding and mulching limits

3%

Traveled way

2'

Subgrade

Clearing and construction limits

9'

10.33' Seeding and mulching limits

5'

2'

1:2

1:4

1:2

1:4

Topsoil limits

1:4

Pullout transitions out of curve widening Schedule B155035050RT252+15 to 256+65

Schedule A & B125020050LT209+00 to 212+00

Schedule A & B125010050LT160+50 to 162+50

Remarks (ft)

W

(ft)

T2

(ft)

L

(ft)

T1 SideStation to Station

PULLOUT SUMMARY

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 3

:2

A u g u s t

R

T y p ic a l

R o c k ry

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T Y

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A7

Existing ground

Sta 194+75 to 196+75, RT

SCHEDULE A & B

TYPICAL SECTION

ROCK BUTTRESS WITH RIPRAP LINED DITCH

Slope Stake Limit

Existing ground a 159+50 to 161+50, RTSt

SCHEDULE A & B

TYPICAL SECTION

IRRIGATION DITCH

Slope Stake Limit

Flow Line

Existing Irrigation Ditch information.

sheet for more

See plan and profile

Irrigation ditch flow line.

Flow Line

Roadway Ditch

See Sheet 252-C

Rock Buttress

See note 4

Typical Section

See Lined Ditch

See Note 4

Hinge Point

Hinge Point

Sta 221+20 to 221+96, LT

Sta 217+60 to 219+00, LT

Sta 204+59 to 205+25, LT

Sta 202+50 to 203+63, LT

Sta 200+50 to 201+34, LT

Sta 195+38 to 195+60, LT

Sta 189+20 to 190+40, LT

SCHEDULE A & B

TYPE I

TYPICAL SECTION

SPECIAL ROCK EMBANKMENT

:1

Existing ground Slope stake limit

See Note 4

Sta 192+00 to 193+35, LT

SCHEDULE A&B

TYPE II

TYPICAL SECTION

SPECIAL ROCK EMBANKMENT

EMBANKMENT BENCHING WITH

See Special 252-A for Type I

Special rock embankment

1:

1.

m ax

See Special 252-B for Type II

Special rock embankment

See Note 4 pavement structural section details.

4. Refer to Mainline Typical Section for table on sheet 1.

Construct curve widening as shown in the 3.

slope ratios.

See the cross sections for cut and fill 2.

drainage and stability.

adjusted by the CO to ensure adequate embankment slope ratios may be ditches and the excavation and

The gradient and width of roadway 1.

NOTE:

3%

Traveled way

2'

Subgrade

Clearing and construction limits

Varies

Varies Seeding and mulching limits

5'

1:2

1:4

3%

Traveled way

2'

Subgrade

Clearing and construction limits

11'

12.33' Seeding and mulching limits

5'

1:2

1:4

1:2

1:2

1:2 1:

1.

2'Varies2'

1:

:1

Topsoil limits

1:4

5' and mulching limits Seeding

2'

Subgrade

Varies

Traveled way

Varies

1:4

Traveled Way

Subgrade

Existing Ground

:1

J u ly

R

T y p ic a l

B u tt r e s

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T Y

P W

Y (1 d g n

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 3

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A8

Subgrade edge

Total length

W

Subgrade edge

Typical culvert location

R

Flatten slope

VariableWVariable3' min.

V a ria b le

(1:6 des irabl e)1:2 o r flat ter

(1:6 desirable)

1:2 or flatter

Mainline edge subgrade

Normal

20' desired 15' min.

VPC

VPI Typical maximum grade ±10% ±2%

A

Type

Class

Mainline stationing road centerline.

existing radii or widths. R1 is on the left side of the approach

Vary radii to fit unusual field conditions. Do not reduce 8.

grade. Under special conditions, use 6% maximum.

within ±2%. In snowy regions restrict this to a 0% to -2%

Construct approach roads with landing areas having grades 7.

thicknesses and foreslopes.

Refer to mainline typical sections for structural section 6.

with widths greater than 15 feet.

Apply the normal mainline crown section to approach roads 5.

Drawing 602-9).

the mainline roadway, use safety end sections (see Standard area. When a culvert must be placed within the clear zone of provide a flatter foreslope and increased mainline recovery

Place culverts at the end of the approach road radius to 4.

be varied ±20°.

Under special conditions, the approach road angle shown may 3.

mainline roadway construction.

Construct cut and fill slopes for approach roads to match with 2.

be field verified.

Stations shown are approximate locations. Actual locations to 1.

NOTE:

6 6 5 5

TYPICAL SECTION

APPROACH ROAD

TYPE 1

SECTION A-A

TYPICAL SYMBOL

Schedule A & B151512381B281+57 Lt.

Schedule A & B252512321C277+92 Rt.

Schedule A & B25514241C271+19 Lt.

Schedule A & B52514241C266+14 Lt.

Schedule A & B252516241C265+06 Lt.

Schedule A & B151546201C167+31 Lt.

Schedule A & B151529151C

Schedule A & B151524171C149+63 Rt.

REMARKS

(ft)

(ft)

R

(ft)

W LENGTH (ft)

CLASS

TYPE

STATION

APPROACH ROAD SUMMARY

151+11 Rt.

TYPICAL PROFILE

APPROACH ROADS

TYPICAL SECTION

:5 u g u s t

T y p

A p p ro a c h

R o d

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T Y

P W

Y (1 a p ro a c h .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

RED GRADE ROAD

A9

Sheet and Description

B6-B7 B8 B9 B10 B11-B12 B13-B16 B17

Grading Summary

Drainage Summary

Lined Ditch Summary

Surfacing Summary

Signing Summary

Misc.

Summary

Misc.

Summary - Option X

BID

SCHEDULE

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 3 3

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 19 19

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 1.818 1.818

A0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.818 1.818

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 11.4 0.6 12

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 14 14

A0280 20301-2400 REMOVAL OF SIGN EACH 7 7

A0300 20401-0000 ROADWAY EXCAVATION CUYD 21584 1916 23500

A0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 74.4 5.6 80

A0340 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 13.4 1.6 15

A0360 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 LNFT 9290 510 9800

A0380 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 1110 90 1200

A0400 25205-0000 ROCK BUTTRESS CUYD 1104 116 1220

A0420 25210-0000 ROCKERY SQFT 5686 614 6300

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5177 223 5400

A0460 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT,(L-SHAPED HEADWALL) EACH 17 17

A0480 60201-0400 12-INCH PIPE CULVERT LNFT 118 7 125

A0500 60201-0800 24-INCH PIPE CULVERT LNFT 668 42 710

A0520 60201-1000 36-INCH PIPE CULVERT LNFT 59 6 65

A0540 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 2 2

A0560 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 17 17

A0580 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

A0600 61920-2000 REMOVE AND RESET GATE EACH 2 2

A0620 61921-1000 REMOVE AND RESET FENCE LNFT 45 5 50

A0640 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0660 62201-0500 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 4-WHEEL

DRIVE HOUR 80

A0680 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 80

A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 80

A0720 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0740 62301-0000 GENERAL LABOR HOUR 80

A0760 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 80

A0780 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80

PAY ITEM

NUMBER

LINE

ITEM

NO.

N

W Y \2

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q -M

W .x ls m

]S h ee t -A u g -2

:1

A

M

A M E N D

SUMMARY OF QUANTITIES - Schedule A

Milestone: 100% Estimate Date Completed: 08/25/25 Report Date: 08/25/25

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCE

UNITPAY ITEM DESCRIPTION

PROJECT

B1

WY FLAP SHE 26(1)

RED GRADE ROAD

SHEET

NUMBER

Grading Summary

Drainage Summary

Lined Ditch Summary

Surfacing Summary

Signing Summary

Misc.

Summary

Misc.

Summary - Option X

BID

SCHEDULE

A0800 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(BIOLOGIST) LPSM ALL

A0820 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 6.28 0.72 7

A0840 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 9 0.5 9.5

A0860 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 9 0.5 9.5

A0880 63301-0000 SIGN SYSTEM EACH 8 8

A0900 63309-0000 DELINEATOR EACH 39 1 40

A0920 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 2 10

A0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 150 10 160

A0960 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0980 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 36 4 40

A1000 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 600 50 650

A1020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 6240 660 6900

A1040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 515 60 575

A1060 63701-0000 FIELD OFFICE EACH 1

-A u g -2

:1

A

M

Milestone: 100% Estimate Date Completed: 08/25/25 Report Date: 08/25/25

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

ALLOW-

ANCE

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

N

W Y \2

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q -M

W .x ls m

]S h ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

LINE

ITEM

NO.

PROJECT

B2

WY FLAP SHE 26(1)

RED GRADE ROAD

SHEET

Grading Summary

Drainage Summary

Lined Ditch Summary

Surfacing Summary

Signing Summary

Misc.

Summary

Misc.

Summary - Option X

BID

SCHEDULE

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 8 8

B0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 23 23

B0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 2.527 2.527

B0100 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 2.527 2.527

B0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0140 15401-0000 CONTRACTOR TESTING LPSM ALL

B0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

B0200 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

B0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0240 20101-0000 CLEARING AND GRUBBING ACRE 16.1 0.9 17

B0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 17 17

B0280 20301-2400 REMOVAL OF SIGN EACH 7 7

B0300 20302-0700 REMOVAL OF FENCE LNFT 567 33 600

B0320 20401-0000 ROADWAY EXCAVATION CUYD 25292 2708 28000

B0340 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 81.9 8.1 90

B0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 13.4 1.6 15

B0380 25120-0100 RIPRAP DITCH, METHOD A, CLASS 1 LNFT 13003 697 13700

B0400 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 1110 90 1200

B0420 25205-0000 ROCK BUTTRESS CUYD 1104 116 1220

B0440 25210-0000 ROCKERY SQFT 5686 614 6300

B0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7373 327 7700

B0480 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 1 1

B0500 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT,(L-SHAPED HEADWALL) EACH 18 18

B0520 60201-0400 12-INCH PIPE CULVERT LNFT 118 7 125

B0540 60201-0600 18-INCH PIPE CULVERT LNFT 85 5 90

B0560 60201-0800 24-INCH PIPE CULVERT LNFT 747 53 800

B0580 60201-1000 36-INCH PIPE CULVERT LNFT 59 6 65

B0600 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 2 2

B0620 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 4 4

B0640 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 19 19

B0660 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 2 2

B0680 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

B0700 61901-0000 FENCE LNFT 567 33 600

B0720 61920-2000 REMOVE AND RESET GATE EACH 2 2

B0740 61921-1000 REMOVE AND RESET FENCE LNFT 45 5 50

B0760 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 100

B0780 62201-0500 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 4-WHEEL

DRIVE HOUR 100

-A u g -2

:1

A

M

Milestone: 100% Estimate Date Completed: 08/25/25 Report Date: 08/25/25

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

ALLOW-

ANCE

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

N

W Y \2

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q -M

W .x ls m

]S h ee t (3

SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

PROJECT

B3

WY FLAP SHE 26(1)

RED GRADE ROAD

SHEET

Grading Summary

Drainage Summary

Lined Ditch Summary

Surfacing Summary

Signing Summary

Misc.

Summary

Misc.

Summary - Option X

BID

SCHEDULE

B0800 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 100

B0820 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 100

B0840 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 100

B0860 62301-0000 GENERAL LABOR HOUR 100

B0880 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 100

B0900 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 100

B0920 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(BIOLOGIST) LPSM ALL

B0940 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 8.82 1.18 10

B0960 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 12.3 0.7 13

B0980 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 12.3 0.7 13

B1000 63301-0000 SIGN SYSTEM EACH 15 15

B1020 63309-0000 DELINEATOR EACH 49 1 50

B1040 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 10 2 12

B1060 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 200 10 210

B1080 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

B1100 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 38 2 40

B1120 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 600 50 650

B1140 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 717 717

B1160 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 9360 940 10300

B1180 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 780 80 860

B1200 63701-0000 FIELD OFFICE EACH 1

-A u g -2

:1

A

M

Milestone: 100% Estimate Date Completed: 08/25/25 Report Date: 08/25/25

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

ALLOW-

ANCE

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

N

W Y \2

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q -M

W .x ls m

]S h ee t (4

SUMMARY OF QUANTITIES - Schedule B

A M E N D

LINE

ITEM

NO.

PROJECT

B4

WY FLAP SHE 26(1)

RED GRADE ROAD

SHEET

Grading Summary

Drainage Summary

Lined Ditch Summary

Surfacing Summary

Signing Summary

Misc.

Summary

Misc.

Summary - Option X

BID

SCHEDULE

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 2 2

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0140 20101-0000 CLEARING AND GRUBBING ACRE 0.4 0.1 0.5

X0160 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1582 168 1750

X0180 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 15.6 1.4 17

X0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 138 12 150

X0220 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 1 1

X0240 60201-0400 12-INCH PIPE CULVERT LNFT 8 2 10

X0260 60201-1000 36-INCH PIPE CULVERT LNFT 102 5 107

X0280 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 1 1

X0300 60920-0000 RESET WHEELSTOP EACH 9 9

X0320 61921-1000 REMOVE AND RESET FENCE LNFT 243 12 255

X0340 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 0.2 0.1 0.3

X0360 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.2 0.1 0.3

X0380 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.2 0.1 0.3

X0400 63309-0000 DELINEATOR EACH 2 2

X0420 63316-1000 REMOVE AND RESET SIGN EACH 2 2

-A u g -2

:1

A

M

Milestone: 100% Estimate Date Completed: 08/25/25 Report Date: 08/25/25

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

ALLOW-

ANCE

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

N

W Y \2

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q -M

W .x ls m

]S h ee t (5

SUMMARY OF QUANTITIES - Option X

A M E N D

LINE

ITEM

NO.

PROJECT

B5

WY FLAP SHE 26(1)

RED GRADE ROAD

SHEET

:5 u g u s t

G r a d in g

S u m m a r y o f

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

GRADING SUMMARY

Sheet 1 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B6 u g u s t

G r a d in g

S u m m a r y o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

GRADING SUMMARY

Sheet 2 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B7

CULVERT SKEW DIAGRAM

35+00

S ta ti o n in g

+30°

+45°

+60°

+75°

-30°

-45°

-60°

-75°

0°

Negative Skew

Positive Skew

LANE

LT

LANE

RT

36+00

:1

A u g u s t

D r a in a g e S u m m a r y

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

DRAINAGE SUMMARY

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B8

:0

A u g u s t

L in e d

D it c h

S u m m a

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

LINED DITCH SUMMARY

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B9 u g u s t

S u r f a c in g S u m m a

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SURFACING SUMMARY

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B10

:2 u g u s t

S ig n in g S u m m a r y o c f lc a d d

.c f lh d .l o c a l\ p r o je c ts

\W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SIGNING SUMMARY

Sheet 1 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B11

A u g u s t

S ig n in g S u m m a r y o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SIGNING SUMMARY

Sheet 2 of 2

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B12

:0

A u g u s t

R o c k E m b a n k m e n t

S u m m a

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SUMMARIES

MISCELLANEOUS

Sheet 1 of 4

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B13

:1 u g u s t

M is c e ll a n e o u s S u m m a r ie s o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SUMMARIES

MISCELLANEOUS

Sheet 2 of 4

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B14 u g u s t

M is c e ll a n e o u s S u m m a r ie s o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SUMMARIES

MISCELLANEOUS

Sheet 3 of 4

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B15 u g u s t

M is c e ll a n e o u s S u m m a r ie s o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

SUMMARIES

MISCELLANEOUS

Sheet 4 of 4

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B16

:4

A u g u s t

M is c e ll a n e o u s S u m m a r ie s

O p ti o n X

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

OPTION X

MISCELLANEOUS SUMMARIES -

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B17

CUT ROCKERY

ROADWAY EXCAVATION

CUT ROCKERY

ADJUSTMENTS TO ROADWAY EXCAVATION

(Excavation)

Roadway Prism in Cuts

Topsoil Stripping in Cuts

Topsoil Stripping

ROADWAY EXCAVATION

ADJUSTMENTS TO ROADWAY EXCAVATION

Roadway Excavation Topsoil Stripping in Cuts

Topsoil Stripping in Cuts

(Walls)

Excavation

Structure

FILL ROCKERY

ROADWAY EXCAVATION

FILL ROCKERY

ADJUSTMENTS TO ROADWAY EXCAVATION

(Excavation)

Roadway Prism

Topsoil Stripping in Cuts

Topsoil Stripping in Cuts

(Walls)

Structure Excavation

ROADWAY EMBANKMENT

(Embankment)

Roadway Prism

Under Fill

Topsoil Replacement

Removal Under Fill

Backfill for Pavement

Topsoil Replacement Under Fill

Subexcavation

Topsoil Replacement Under Fill

Topsoil Replacement Under Fill

:5 u g u s t

E

W D ia g r a m s o

W Y

\2

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \E

W d ia g r a m s .d g n

DRAWINGS

EARTHWORK REPRESENTATION

PROJECT

NUMBER

SHEET

RED GRADE ROAD

B18

100'50'0

Scale in Feet

C

C parking entrance

Red Grade Trails buck and rail fence

Remove and reset

Sta 151+40 to 151+80 Rt

Begin riprap lined ditch

Sta 151+66 Rt

.2

R T

R T

.3

L T

L T

Begin riprap lined ditch

Sta 151+50 Lt

End riprap lined ditch

Sta 154+50 Lt

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a

I s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Profile grade

Existing ground Match existing

Profile grade and axis of rotation

RT EOP

LT EOP

Wyoming State Lands

Wyoming State Lands

E: 1377418.70

N: 1832451.75

WY FLAP SHE 26(1)

Begin Schedule B

Begin Schedule A

Begin Project

Red Grade Road

149+00.00

Wyoming State Lands

BLM

PI 151+63.97

Δ = 13°48'58" (LT)

R = 1,300.00' T = 157.50' L = 313.48'

P C

.4

0 1

S27°03'32"W

S13°14 '35"W

P T

.9

P O

B

.8

148+00 149+00 150+00 151+00 152+00 153+00 154+00

5,670 5,670

5,680 5,680

5,690 5,690

5,700 5,700

5,710 5,710

5,720 5,720

5,730 5,730

5,740 5,740

5,750 5,750

5,760 5,760

5,770 5,770 e = -6.30% (LT) e = -3.00% (LT) e = +3.00% (LT)

153+06.42 153+96.49149+00.00 149+30.23 150+20.24 e = -4.80% (RT) e = -3.00% (RT & LT) e = +3.00% (RT) e = +3.00% (RT) e = -3.00% (RT)e = -3.00% (LT)

+17.

86%

+16.

39%

+9.72%

.4

.4

.6

.0

' VC149

22K =

'236SSD =

' VC140

17K =

,6

.8

:4

A u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e t]

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C1

Irrigation ditch

L T

L T

Profile grade

Existing ground flowline ditch Irrigation

See mainline cross sections Match existing ditch flow line Sta 159+50, Rt

RT EOP

Wyoming State Lands

Wyoming State Lands Wyoming State Lands

S1 3°1

4'3 5"W

S42°49'54"W

PI 157+01.78

Δ = 29°35'19" (RT)

R = 425.00' T = 112.24' L = 219.48'

P C

.5

P T

.0

155+00 156+00 157+00 158+00 159+00 160+00 161+00

5,780 5,780

5,790 5,790

5,800 5,800

5,810 5,810

5,820 5,820

5,830 5,830

5,840 5,840

5,850 5,850

5,860 5,860

5,870 5,870

5,880 5,880 e = +3.00% (LT) e = +4.00% (LT) e = +4.00% (LT) e = +3.00% (LT)

158+19.54155+80.25 155+95.26 158+04.53 e = -3.00% (RT) e = -4.00% (RT) e = -4.00% (RT) e = -3.00% (RT)

.1

.0

+17.

86%

+15.0 7%

.8

.7

.7

.7

' VC152

54K =

'463SSD =

' VC256

67K =

+13.0 1%

+12.3 0%

,8

.1

Profile grade and axis of rotationLT EOP

:2 u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C2

C

F H

W A -A

C

C P

F H

W A -A

C

100'50'0

Scale in Feet

Irrigation ditch to flow into irrigation ditch Grade ditch and culvert Sta 161+50 to 166+60 Rt

End riprap lined ditch Sta 161+00 Rt

Begin riprap lined ditch Sta 161+50 Rt

L T

L T

L T

L T

L T

Profile grade

Existing ground

R ip r a p c la s s

R t.

E n d s e c ti o n

L t.

a n d

R t.

I n s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t ip r a p c la s s

L t.

E n d s e c ti o n L

H e a d w a ll

R t.

I n s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

See mainline cross sections Irrigation ditch flowline Sta 161+50, RT

RT EOP

Wyoming State Lands

Wyoming State Lands

PI 163+07.48

Δ = 11°51'38" (RT)

R = 1,000.00' T = 103.88' L = 207.01'

PI 165+31.32

Δ = 37°36'53" (LT)

R = 215.00' T = 73.22' L = 141.15'

S54°41'32"W S1

7°0 4'3

9"W

P C

.0

P T

.2

P C

.0

P C

.6

P T

.6

7+

161+00 162+00 163+00 164+00 165+00 166+00

5,870 5,870

5,880 5,880

5,890 5,890

5,900 5,900

5,910 5,910

5,920 5,920

5,930 5,930

5,940 5,940

5,950 5,950

5,960 5,960

5,970 5,970 e = +3.00% (LT) e = -3.20% (LT) e = -4.00% (LT)

163+88.11 164+82.09 165+84.84 166+38.00 e = -3.00% (RT) e = +3.20% (RT) e = +4.00% (RT)e = +3.20% (RT) e = -3.20% (LT)

.9

.0

+18.

85%

+14.4 5%

.3

.0

' VC203

45K =

'346SSD =

+15.9 1%

Profile grade and axis of rotation LT EOP

:2 u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C3

C trailhead post gates, Lt & Rt Remove and reset Sta 169+35, existing trail crossing

R T

R T

L T

' L

T+20

L T

Profile grade

Existing ground

R ip r a p c la s s

L t.

E n d s e c ti o n

L t.

a n d

R t.

I n s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

RT EOP

LT EOP

Wyoming State Lands

Wyoming State Lands

Wyoming State LandsPI 168+68.33

Δ = 103°43'13" (LT)

R = 195.00' T = 248.34' L = 353.00'

S '3

"W

S8 6°

'3 3"

E

+99.

PC 1

66+

20.

P T

.0

P C

.3

+00

7+

167+00 168+00 169+00 170+00

5,930 5,930

5,940 5,940

5,950 5,950

5,960 5,960

5,970 5,970

5,980 5,980

5,990 5,990

6,000 6,000

6,010 6,010

6,020 6,020

6,030 6,030 e = -4.00% (LT) e = -3.00% (LT)

169+55.00 169+70.00 e = +4.00% (RT) e = +3.00% (RT)

+4.56%5

.3

.0

.2

.3

' VC343

35K =

'274SSD =

' VC202

50K =

Profile grade and axis of rotation

:1

J u ly

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C4

R T

R T

+04

19'

RT

L T

Profile grade

Existing ground

Profile grade and axis of rotation

LT EOP RT EOP

Wyoming State Lands

Wyoming State Lands

PI 171+85.21

Δ = 22°46'35" (LT)

R = 645.00' T = 129.92' L = 256.40'

PI 176+58.07

Δ = 74°21'12" (RT)

R = 85.00' T = 64.46' L = 110.31'

PI 174+67.51

Δ = 08°09'13" (RT)

R = 1,200.00' T = 85.53' L = 170.77'

PT 1

77+

03.9

N70°34 '52"E

N78°44'05"E

S '4

"E

P C

.3

P T

.7

P C

.9

P T

.7

P C

.6

171+00 172+00 173+00 174+00 175+00 176+00

5,970 5,970

5,980 5,980

5,990 5,990

6,000 6,000

6,010 6,010

6,020 6,020

6,030 6,030

6,040 6,040

6,050 6,050

6,060 6,060

6,070 6,070 e = -3.00% (LT) e = -3.40% (LT) e = -3.40% (LT) e = +3.00% (LT) e = +3.00% (LT) e = +4.00% (LT)

172+96.40 173+95.48 175+96.61 176+11.61170+70.60 e = +3.00% (RT) e = +3.40% (RT) e = +3.40% (RT) e = -3.00% (RT) e = -3.00% (RT) e = -4.00% (RT)

170+64.60

+6.01%

+9.00%

+8.60% .6

.4

.6

.8

' VC115

44K =

'475SSD =

' VC103

34K =

:4

M a y

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C5

R T

R T

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

LT EOP

RT EOP

Wyoming State Lands

Wyoming State Lands

PI 179+44.16

Δ = 11°18'24" (LT)

R = 500.00' T = 49.50' L = 98.67'

PI 181+52.33

Δ = 52°33'34" (LT)

R = 81.00' T = 40.00' L = 74.30'

176+58.07

74°21'12" (RT)

110.31'

P T

.9

N '0

"E

S26°54'42"E

S38°13'06"E

N °1

'2

"E

P C

.6

P T

.3

P C

.3

PT

+86 .6

PT

5+ .75

PC 1

+93 .61

0 18

2+

177+00 178+00 179+00 180+00 181+00

6,010 6,010

6,020 6,020

6,030 6,030

6,040 6,040

6,050 6,050

6,060 6,060

6,070 6,070

6,080 6,080

6,090 6,090

6,100 6,100

6,110 6,110 e = +4.00% (LT) e = +3.00% (LT) e = +3.00% (LT) e = -4.00% (LT) e = -3.80% (LT)

178+07.67 179+12.67176+85.92 177+00.92 178+07.67 179+12.67 179+75.33 179+78.33 e = -4.00% (RT) e = -3.00% (RT) e = -3.00% (RT)e = -3.00% (RT) e = +4.00% (RT) e = +3.80% (RT)

+7.24%

+11.4 9%

.9

.0

.4

.2

.7

.2

' VC301

170K =

'764SSD =

' VC161

38K =

'336SSD =

' VC105

25K =

Profile grade and axis of rotation9 :5

A u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C6

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Fill Rockery, Lt

See Special 252-E

Profile grade and axis of rotationLT EOP

RT EOP

Wyoming State LandsWyoming State Lands

PI 183+47.33

Δ = 21°08'30" (RT)

R = 550.00' T = 102.64' L = 202.95'

PI 186+48.94

Δ = 69°04'11" (RT)

R = 140.00' T = 96.34' L = 168.77'

N89° 13'2

0"E

S69°38'10"EPC

.3

P T

.6

P C

.6

P T

.6

P C

.6

PT 1

87+

21.3

0 1

182+00 183+00 184+00 185+00 186+00

6,060 6,060

6,070 6,070

6,080 6,080

6,090 6,090

6,100 6,100

6,110 6,110

6,120 6,120

6,130 6,130

6,140 6,140

6,150 6,150

6,160 6,160 e = -3.80% (LT) e = +3.80% (LT) e = +3.80% (LT) e = +4.00% (LT)

181+58.14 182+73.19 185+67.60182+73.19 185+70.60 e = +3.80% (RT) e = -3.80% (RT) e = -3.80% (RT) e = -4.00% (RT)

+7.27%

+9.99%

.7

.4

' VC302

111K =

:4

M a y

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C7

Proposed rock buttress

R T

R T

L T

L T

Profile grade

Existing groundR ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

Fill Rockery, Lt

Special Rock Embankment Type I, Lt

Special Rock Embankment Type II, Lt

0See Special 252-E See Special 252-A See Special 252-B

Profile grade and axis of rotation LT EOP

RT EOP

BLM

BLM

Wyoming State Lands

Wyoming State Lands

PI 190+76.51

Δ = 14°36'24" (RT)

R = 750.00' T = 96.12' L = 191.20'

PI 189+17.91

Δ = 17°08'42" (LT)

R = 175.00' T = 26.38' L = 52.37'

PI 192+05.42

Δ = 30°41'07" (LT)

R = 100.00' T = 27.44' L = 53.56'

P T

.5

PT 19

3+45.3

P C

.4

S00°33'59"E

S17°42 '41"E

S03°06'17"E

S3 3°4

7'2 4"E

P C

.5

P T

.9

P C

.9

PC

5+ .6

P T

.3

P C

.3

P T

.5

0 19

3+

187+00 188+00 189+00 190+00 191+00 192+00

6,100 6,100

6,110 6,110

6,120 6,120

6,130 6,130

6,140 6,140

6,150 6,150

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200 e = +4.00% (LT) e = +3.00% (LT)

187+03.36 187+18.36 e = -4.00% (RT) e = -3.00% (RT)

+7.36%

+6.78%

+9.99%

+10.41

.9

.3

.4

.2

.9

.1

' VC105

40K =

'462SSD =

' VC105

29K =

'350SSD =

' VC125

41K =

:1

J u ly

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C8

R T

R T

R T

R T

R T

L T

L T

L T

L T

L T

L T

R T

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

Cut Rockery, Rt

Rock Buttress, Rt

Special Rock Embankment Type II, Lt

Special Rock Embankment Type I, Lt

See Special 252-B See Special 252-A

See Special 252-C

See Special 252-D

Profile grade and axis of rotationLT EOP

RT EOP

BLM

BLMBLM

BLM

PI 194+16.28

Δ = 34°19'26" (RT)

R = 214.00' T = 66.09' L = 128.20'

PI 195+81.99

Δ = 20°56'22" (RT)

R = 240.00' T = 44.35' L = 87.71'

PI 193+06.71

Δ = 53°22'37" (LT)

R = 90.00' T = 45.24' L = 83.84'

PI 197+07.15

Δ = 19°55'46" (LT)

R = 200.00' T = 35.14' L = 69.57'

PI 198+97.31

Δ = 14°59'55" (LT)

R = 420.00' T = 55.29' L = 109.95'

P T

.3

.4

S33°47'24"E S8 7°

'01 "E

S52°50'34"E

S31°54'12"E

S51°49'58"E

S66° 49'53

"E

1+

.9

P C

.0

P T

.5

P C

.0

P T

.9

P C

.1

P T

.3

P C

.6

P T

.3

2+

193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00

6,150 6,150

6,160 6,160

6,170 6,170

6,180 6,180

6,190 6,190

6,200 6,200

6,210 6,210

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260 e = +3.00% (LT) e = +4.00% (LT) e = +4.00% (LT) e = +3.00% (LT) e = -4.00% (LT) e = -4.00% (LT)

193+31.81 193+71.06 196+14.63 197+31.75 198+58.57 199+35.95193+31.81 193+71.06 196+29.60 197+31.75 198+58.57 199+35.95 e = -3.00% (RT) e = -4.00% (RT) e = -4.00% (RT) e = -3.00% (RT) e = +4.00% (RT) e = +4.00% (RT)

+3.60%

+8.54%

+6.78%

+10.51

+3.60%

.1

.8

.9

.0

.6

.2

' VC138

20K =

'226SSD =

' VC201

54K =

' VC165

33K =

:0

J u ly

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C9

R

T

R T

R T

R T

R T

R T

R T

R T

R T

' R

T

L T

L T

L T

L T

L T

L T

L T +

L T

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t m o v e e x is ti n g c u lv e r t

Cut Rockery, RtCut Rockery, Rt

Special Rock Embankment Type I, Lt

Special Rock Embankment Type I, Lt

Special Rock Embankment Type I, Lt

5See Special 252-A

See Special 252-A

See Special 252-D

See Special 252-A

See Special 252-D

Profile grade and axis of rotation RT EOP

LT EOP

BLM

BLM

BLM

BLM

PI 201+49.82

Δ = 47°00'58" (RT)

R = 135.00' T = 58.72' L = 110.78'

PI 203+45.77

Δ = 09°12'48" (LT)

R = 500.00' T = 40.29'

L = 80.40' PI 205+66.40

Δ = 15°06'24" (LT)

R = 450.00' T = 59.67' L = 118.65'

P C

.1

P T

.8

S6 6°

'53 "E

S19°48'56"E

S29°01'43"E S44°08'0 7"E

P C

.4

P T

.8

P C

.7

P T

.3

201+00 202+00 203+00 204+00 205+00 206+00 207+00

6,220 6,220

6,230 6,230

6,240 6,240

6,250 6,250

6,260 6,260

6,270 6,270

6,280 6,280

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320 e = +3.00% (LT) e = +4.00% (LT) e = -4.00% (LT) e = -4.00% (LT) e = +3.00% (LT)

200+40.75 201+84.91 203+31.87 206+07.99 207+12.95200+40.75 200+94.36 201+09.33 201+84.91 203+31.87 206+07.99 207+12.95 e = -3.00% (RT) e = -4.00% (RT) e = +4.00% (RT) e = +4.00% (RT) e = -3.00% (RT)

+6.16%

+8.54%

.9

.6

.3

.9

' VC127

53K =

'516SSD =

' VC503

49K =

:1

A u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C10

R T

R T

L T

L T

L T

L T

' L

T+50

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

See Special 252-D

Profile grade and axis of rotation LT EOP

RT EOP

03-5485-24-4-00

LITTLE GOOSE RANCH LLC

T C

E

.4 a c ,7 s ft

PI 223+60.02

S °0

8'

"E

P C

.9

1+

208+00 209+00 210+00 211+00

6,290 6,290

6,300 6,300

6,310 6,310

6,320 6,320

6,330 6,330

6,340 6,340

6,350 6,350

6,360 6,360

6,370 6,370

6,380 6,380

6,390 6,390 e = +3.00% (LT) e = +4.00% (LT)

208+33.95 208+48.95 e = -3.00% (RT) e = -4.00% (RT)

+16.

43%

:3 u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C11

CP

FHWA-AC

BC

E 16TH CORNER

100'50'0

Scale in Feet

R T

R T

R T

R T

0 2

LT

L T

L T

L T

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Special Rock Embankment Type I, Lt

See Special 252-A

Profile grade and axis of rotation LT EOP

RT EOP

03-5485-24-4-00

LITTLE GOOSE RANCH LLC

BLM

BLM

TCE-10

0.174 ac. (7,580 sft.)

TCE-11

0.453 ac. (19,733 sft.)

PI 223+60.02

Δ = 167°18'43" (RT)

R = 170.00' T = 1,529.07' L = 496.42'

PI 215+21.92

Δ = 13°56'01" (LT)

R = 500.00' T = 61.10' L = 121.59'

N56°49'24"W

N70°45'26"W

P C

.8

P T

.4

P T

.3

1+

0 2

212+00 213+00 214+00 215+00 216+00 217+00 218+00

6,370 6,370

6,380 6,380

6,390 6,390

6,400 6,400

6,410 6,410

6,420 6,420

6,430 6,430

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470 e = +4.00% (LT) e = -4.00% (LT) e = -4.00% (LT) e = +3.00% (LT)

213+09.38 214+78.83 215+64.42 216+69.42 e = -4.00% (RT) e = +4.00% (RT) e = +4.00% (RT) e = -3.00% (RT)

+13.3 0%

+16.

43%

.1

.7

' VC202

64K =

'446SSD =

:3 u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C12

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Special Rock Embankment Type I, Lt

Special Rock Embankment Type I, Lt

See Special 252-A

See Special 252-A

EOP LT

EOP RT

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

See Special 252-A

Special Rock Embankment Type I, Lt

Profile grade and axis of rotation

03-5485-24-4-00

LITTLE GOOSE RANCH LLC

BLM

BLMBLM

PI 222+80.33

Δ = 13°55'36" (RT)

R = 565.00' T = 69.01' L = 137.33'

PI 220+32.27

Δ = 22°53'20" (LT)

R = 500.00' T = 101.22' L = 199.74'

S86° 21'15

"W

N79°43'09"W

P C

.0

P T

.7

P C

.3

P T

.6

.5

218+00 219+00 220+00 221+00

6,440 6,440

6,450 6,450

6,460 6,460

6,470 6,470

6,480 6,480

6,490 6,490

6,500 6,500

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

6,550 6,550 e = +3.00% (LT) e = -4.00% (LT) e = -4.00% (LT)

218+44.05 219+49.05 221+10.99 e = -3.00% (RT) e = +4.00% (RT) e = +4.00% (RT)

+15.7 0%

+13.3 0%

.0

.2

' VC118

49K =

222+00 223+00 224+00 225+00

6,500 6,500

6,510 6,510

6,520 6,520

6,530 6,530

6,540 6,540

6,550 6,550

6,560 6,560

6,570 6,570

6,580 6,580

6,590 6,590

6,600 6,600 e = +3.80% (LT) e = +3.80% (LT) e = +3.00% (LT)

222+30.13 223+31.55 223+43.55 e = -3.80% (RT) e = -3.80% (RT) e = -3.00% (RT)

+15.7 0%

:1 a y

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C13

100'50'0

Scale in Feet

R T

R T

L T

L T

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Profile grade and axis of rotation

EOP RT

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

EOP LT

PI 226+35.71

Δ = 09°20'26" (RT)

R = 785.00' T = 64.13' L = 127.98'

PI 228+88.70

Δ = 11°55'42" (LT)

R = 600.00' T = 62.68' L = 124.91'

PI 231+25.64

Δ = 09°51'56" (LT)

R = 875.00' T = 75.52' L = 150.66'

N70°22'43"W

N82°18'25"W

S87° 49'38

"WP

C

.0

P T

.9

P C

.1

P T

.7

P C

.5

P T

.5

226+00 227+00 228+00 229+00

6,560 6,560

6,570 6,570

6,580 6,580

6,590 6,590

6,600 6,600

6,610 6,610

6,620 6,620

6,630 6,630

6,640 6,640

6,650 6,650

6,660 6,660 e = +3.00% (LT) e = -3.60% (LT)

227+43.22 228+42.22 e = -3.00% (RT) e = +3.60% (RT)

+15.6 6%

.9

.5

' VC405

11655K =

'31646SSD =

230+00 231+00 232+00 233+00

6,620 6,620

6,630 6,630

6,640 6,640

6,650 6,650

6,660 6,660

6,670 6,670

6,680 6,680

6,690 6,690

6,700 6,700

6,710 6,710

6,720 6,720 e = -3.60% (LT) e = -3.00% (LT) e = -3.00% (LT) e = +3.00% (LT)

231+90.71 232+80.85229+25.00 229+43.73 e = +3.60% (RT) e = +3.00% (RT) e = +3.00% (RT) e = -3.00% (RT)

+15.6 6%

:1 a y

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C14

Profile grade

Existing ground

R ip r a p c la s s

L t.

L H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Profile grade and axis of rotation EOP LT

EOP RT

BLM

BLM

BLM

BLM

PI 235+57.68

Δ = 16°06'27" (RT)

R = 400.00' T = 56.60' L = 112.45'

PI 234+43.07

Δ = 14°45'40" (LT)

R = 400.00' T = 51.81' L = 103.05'

S87°49'38"W S73°0

3'58"W

S89°10'26"W P

C

.2

P T

.3

P C

.0

P C

.0

P T

.5

233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00

6,700 6,700

6,710 6,710

6,720 6,720

6,730 6,730

6,740 6,740

6,750 6,750

6,760 6,760

6,770 6,770

6,780 6,780

6,790 6,790

6,800 6,800 e = +3.00% (LT) e = +4.00% (LT) e = +3.00% (LT) e = +3.00% (LT) e = -4.00% (LT)

234+79.37 235+18.64 237+88.67 238+93.83235+96.33 236+11.36 e = -3.00% (RT) e = -4.00% (RT) e = -3.00% (RT) e = -3.00% (RT) e = +4.00% (RT)

+12.7 2%

.6

.2

' VC505

170K =

'619SSD =

' VC215

17K =

'193SSD =

6794.43 240+07.42

:1

J u ly

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C15

' R

O W (3

' each side of ex C L) as per S h eridan

C ou n ty (K en M u ller)

100'50'0

Scale in Feet

R T

R T

Profile grade

Existing ground

Profile grade and axis of rotation RT EOP

LT EOP

0000000344

LITTLE GOOSE RANCH

0000000344

LITTLE GOOSE RANCH

TC

E -0

.0

ac. (2

,9 sft.)

TC

E -0

.8

ac. (3

,8 sft.)

TC

E -0

.0

ac. (2

,2 sft.)

PI 253+80.81

Δ = 12°04'55" (LT)

R = 500.00' T = 52.91' L = 105.44'

PI 257+43.11

Δ = 24°49'28" (LT)

R = 810.00' T = 178.27' L = 350.95'

S1 2°

'5 1"

E

N31°34'46"W

N43°39'41"W

P C

.9

P T

.3

P C

.8

4 P T

.7

.8

0 2

253+00 254+00 255+00 256+00 257+00 258+00 259+00

6,890 6,890

6,900 6,900

6,910 6,910

6,920 6,920

6,930 6,930

6,940 6,940

6,950 6,950

6,960 6,960

6,970 6,970

6,980 6,980

6,990 6,990 e = -4.00% (LT) e = -3.00% (LT)

253+56.10 254+15.33 254+30.33 e = +4.00% (RT) e = +3.00% (RT)

+7.30%

+9.14%

+10.89

.5

.6

.7

.0

' VC281

152K =

' VC69

40K =

:1

J u ly

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e

W

Y \2

(1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C18

C barbed wire fence Remove and replace Sta 265+00 to 267+45 Rt

Profile grade

Existing ground

R ip r a p c la s s

L t.

H e a d w a ll

R t.

E n d s e c ti o n

L t.

a s ta ll x

C

M P

R e m o v e e x is ti n g c u lv e r t

Profile grade and axis of rotationLT EOPRT EOP

0000015166

RED GRADE RETREAT LLC

0000015167

REVOCABLE TRUST

THE JOHN W HORNBECK

HORNBECK JOHN W

0000000548

AARON J LIGOCKI / KATIE A LIGOCKI

0000000055

RED GRADE RETREAT LLC

TCE-01

0.146 a

c. (6,36 0 sft.)

TCE-02

0.033 a

c. (1,43 8 sft.)

PI 269+73.56

Δ = 15°12'19" (RT)

R = 580.00' T = 77.42' L = 153.92'

PI 266+97.92

Δ = 20°10'44" (LT)

R = 380.00' T = 67.62' L = 133.83'

S73°3 6'05"W

S88°48'25"W

P C

.3

P T

.1

P C

.1

P T

.0

P C

.0

267+00 268+00 269+00 270+00 271+00 272+00 273+00

6,950 6,950

6,960 6,960

6,970 6,970

6,980 6,980

6,990 6,990

7,000 7,000

7,010 7,010

7,020 7,020

7,030 7,030

7,040 7,040

7,050 7,050 e = -4.00% (LT) e = -4.00% (LT) e = +3.00% (LT) e = +3.60% (LT) e = +3.60% (LT) e = +3.00% (LT)

266+48.30 267+46.14 268+51.14 269+03.35 269+12.35 270+33.87 270+42.87 e = +4.00% (RT) e = +4.00% (RT) e = -3.00% (RT) e = -3.60% (RT) e = -3.60% (RT) e = -3.00% (RT)

+5.29%

-0.47%

.1

.8

' VC232

40K =

:5 u g u s t

A

L I_

M A

IN

R e d -G ra d e -R d

P la n

S h e c fl c a d d .c fl h d .l o c a l\ p ro je c ts

\W Y

\2 (1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

P

\P N

P W

Y (1 d g n

PROJECT

NUMBER

SHEET

RED GRADE ROAD

C20

S

P E

R S

E S

JB

B R I C

K

60' RO

W (30' each side of ex CL)

100'50'0

Scale in Feet and end sections Install 18" x 40' CMP culvert Remove existing pipe Sta 281+57 Lt

B

Do not disturb

End riprap lined ditch Sta 279+73 Rt

R T

.2

R…