CO FLAP MES18(1) Plans Final - 06_20_2024.pdf

PDF 34 MB Posted Jul 22, 2024

Attached to: CO FLAP MES 18(1) 18 Road Federal contract opportunity
Solicitation number: 6982AF24B000013
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Jul 22, 2024

This document appears to be the Final Plans for the CO FLAP MES 18(1) project, which is the subject of federal contract opportunity e98e4c19418f47dc94f3c432110bff14.

The CO FLAP MES 18(1) project will reconstruct approximately six miles of 18 Road in Mesa County, Colorado. The project scope includes roadway reconstruction, earthwork, grading, aggregate base, asphalt concrete pavement, drainage improvements, fencing, signing, striping, and revegetation. The estimated cost range is between $10,000,000 and $20,000,000. This is a full and open competition solicitation issued by the Department of Transportation Federal Highway Administration. The project has a high recreational use for mountain biking, equestrian, and off-road vehicles, so vehicular, cyclist, and pedestrian access must be maintained during construction.

View the file

Other files for this federal contract opportunity

Other files attached to CO FLAP MES 18(1) 18 Road, newest first.
File	Type	Posted
Bid Tabulation.pdf	PDF	Sep 4, 2024
Bid Opening Summary.pdf	PDF	Aug 22, 2024
QnA 8.19.24.pdf	PDF	Aug 20, 2024
A003.pdf	PDF	Aug 20, 2024
A002.pdf	PDF	Aug 19, 2024
QnA 8.15.24.pdf	PDF	Aug 15, 2024
QnA 8.8.24.pdf	PDF	Aug 8, 2024
A001.pdf	PDF	Aug 1, 2024
QnA 8.1.24.pdf	PDF	Aug 1, 2024
CO FLAP MES 18(1) 18 Road Final Hydraulics Report with Addendum.pdf	PDF	Jul 22, 2024
Pavement Report CO FLAP MES 18(1) 18 Road 20240613.pdf	PDF	Jul 22, 2024
6982AF24B000013.pdf	PDF	Jul 22, 2024
CO FLAP MES18(1) Cross Sections Final - 06_20_2024.pdf	PDF	Jul 22, 2024

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D E P

A R T

OF TRANSPO

R T

A T I O

U N

D STATES OF

AME

R I C

PLANS FOR PROPOSED

PROJECT MANAGER

18 ROAD

CO FLAP MES18(1)

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PREPARED BY

40 MPH

50% e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV (2044) -----------

ADT (2044) -----------

ADT (2024) -----------

DESIGN DESIGNATIONS:

drainage signing and pavement marking.

Paving, aggregate base, earthwork

TYPE OF CONSTRUCTION:

APPROVED:

DATE:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MESA COUNTY, COLORADO

SCHEDULE A LENGTH 6.04 MILES

MESA COUNTY

MANAGEMENT AREA (SRMA)

NORTH FRUITA DESERT SPECIAL RECREATION

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

CO FLAP MES 18(1) 18 ROAD

PROJECT LOCATION

Greeley

Sterling

Limon

Pueblo

Walsenburg

Cortez Durango

DENVER

COLORADO

SPRINGS

Steamboat

Springs

GRAND

WYOMING NEBRASKA

OKLAHOMA

NEW MEXICO

UTAH KANSAS

Trinidad

KEY MAP OF COLORADO

INTERSTATE

JUNCTION

Gunnison Montrose

Scale in miles

2 1 0 2 4 6

OGDEN HUSBAND

SCHEDULE A

END PROJECT STATION 419+49.66

CO FLAP MES 18(1)

18 ROAD

SCHEDULE A

BEGIN PROJECT STATION 100+34.49

CO FLAP MES 18(1)

18 ROAD

Approved 4/10/2024 Through Partner Approval Letter

J u n e

T it le s h e e t

S h e e t]

C O

\m e s \R o a d w a y \C

A D

D S h e e ts

\A G e n s h t\

A T

T L

E S ti tl e s h e e t.

d g n

STATE PROJECT

NUMBER

SHEET

CO FLAP MES 18(1)

18 ROAD

SPRING

jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

M a y

S h e e t S h e e t] V ie w s

O \m e s (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ A

-A

Y M

B O

L S

M E

S .d g n

STATE PROJECT

NUMBER

SHEET

CO A2

0.00EL.

UTILITY SYMBOLS

SIGN SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

36 31

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A p ri l

S h e e t S h e e t] V ie w

O \m e s (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ A

-A

Y M

B O

L S

M E

S .d g n

STATE PROJECT

NUMBER

SHEET

18 ROAD

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

SURVEY

7/8/20

O c to b e r

S u r v e y

C T

L S h e e t

S h e

C O

\m e s

\R o a d w a y

\C A

D D

S h e e ts

\A G e n s h t\ A

C O

E S

C o n tr o l_

S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

18 ROAD

3 miles1.00

Scale in Miles

1.5 2.00.5

100+34.49

18 ROAD

CO FLAP MES 18(1)

Begin Project+00

+00105

+00110

+00

+00135

+00

+00155

+00165

+00

+00175

+00

+00215

+00220

+00225

+00230

+00235

+00240

+00

+00285

+00

+00295

+00

+00320

+00

+00330

+00

+00400

+00

N0 6°

'32

N0 1°

'30

N3 1°

'54

N49° 03'

58" E

N1 9°

'21

N2 6°

'29

N0 4°

'46

"W N0

4° '17

N1 5°

'26

"E N1

4° '00

"W N1

5° '26

N1 8°

'54

N58°5 5'06

N2 4°

'43

N0 4°

'03

N2 2°

'04

N0 3°

'11

N1 9°

'25

N1 0°

'41

N47° 26'

18" E

N3 4°

'00

N3 6°5

1'0 3"E

N1 7°

'11

N2 1°

'04

N0 9°

'57

N0 7°

'03

N0 1°

'50

N0 1°

'54

N49° 35'

45" E

N2 7°

'27

N3 1°

'35

N50° 50'

10" E

N2 0°

'37

N0 8°

'24

N1 0°

'36

N0 1°

'00

N2 0°

'00

N0 2°

'40

N1 3°

'56

N0 7°

'35

N0 6°

'34

N1 2°

'17

N0 4°

'50

N0 8°

'42

N1 7°

'40

N1 3°

'33

N2 1°

'24

N1 5°

'47

N1 8°

'41

N1 0°

'00

N1 0°

'08

N1 3°

'54

N1 6°

'49

N0 1°

'00

N1 7°

'46

N0 8°

'00

N2 4°

'36

"W e =6.0%

'286.92L =

'146.81T =

'550.00R =

(RT)29°53'24"Δ =

112+01.89PI

e = 5.6% '231.71L = '116.78T = '750.00R =

(RT)17°42'04"Δ =

119+00.20PI

e = 4.2% '168.66L = '84.43T = '1,400.00R =

(RT)06°54'08"Δ =

128+33.02PI

e = 4.4% '186.42L = '93.40T = '1,200.00R =

(RT)08°54'03"Δ =

134+42.98PI

e = 4.0% '313.43L = '157.25T = '1,550.00R =

(RT)11°35'09"Δ =

139+12.60PI

e = 6.0% '259.51L = '132.94T = '485.00R =

(RT)30°39'26"Δ =

147+05.30PI

e = 3.4% '106.74L = '53.38T = '2,000.00R =

(RT)03°03'28"Δ =

150+88.55PI

e = 6.0% '212.72L = '109.76T = '350.00R =

(RT)34°49'23"Δ =

160+13.74PI

e = 6.0% '118.27L = '59.70T = '350.00R =

(RT)19°21'40"Δ =

163+11.59PI

e = 6.0% '161.12L = '82.10T = '340.00R =

(RT)27°09'08"Δ =

168+57.39PI

e = 6.0% '170.21L = '85.68T = '600.00R =

(RT)16°15'14"Δ =

176+87.86PI

e = 6.0% '218.14L = '112.97T = '340.00R =

(RT)36°45'37"Δ =

182+53.45PI

e = 2.6% '149.27L = '74.65T = '3,000.00R =

(RT)02°51'03"Δ =

189+38.35PI

e = 3.4% '124.84L = '62.44T = '1,900.00R =

(RT)03°45'53"Δ =

199+10.06PI

e = 2.0% (RC) '122.03L = '61.02T = '5,000.00R =

(RT)01°23'54"Δ =

213+00.63PI

e = 4.0% '243.42L = '121.98T = '1,500.00R =

(RT)09°17'53"Δ =

221+20.62PI

e = 6.0% '236.43L = '125.78T = '280.00R =

(RT)48°22'51"Δ =

245+71.45PI

e = 3.4% '123.41L = '61.73T = '2,000.00R =

(RT)03°32'08"Δ =

256+48.73PI

e = 5.6% '241.82L = '122.13T = '700.00R =

(RT)19°47'35"Δ =

262+41.69PI

e = 2.0% (RC) '174.82L = '87.42T = '5,000.00R =

(RT)02°00'12"Δ =

279+90.75PI

e = 6.0% '181.99L = '92.08T = '485.00R =

(RT)21°30'00"Δ =

288+55.01PI

e = 6.0% '94.00L = '47.14T = '500.00R =

(RT)10°46'16"Δ =

296+06.07PI

e = 3.4% '209.31L = '104.76T = '1,900.00R =

(RT)06°18'43"Δ =

325+11.50PI

e = (NC) '433.39L = '216.82T = '5,230.00R =

(RT)04°44'52"Δ =

333+36.58PI

e = 2.0% (RC) '625.48L = '313.32T = '4,200.00R =

(RT)08°31'58"Δ =

341+36.07PI

e = 3.2% '298.76L = '149.61T = '2,200.00R =

(RT)07°46'51"Δ =

352+24.24PI

e = 3.4% '104.66L = '52.34T = '2,000.00R =

(RT)02°59'54"Δ =

362+19.44PI

e = 2.6% '156.88L = '78.46T = '3,000.00R =

(RT)02°59'46"Δ =

386+11.75PI

e = 2.6% '177.95L = '89.00T = '3,000.00R =

(RT)03°23'55"Δ =

391+31.29PI

e = 6.0% '170.14L = '85.90T = '500.00R =

(RT)19°29'46"Δ =

401+82.55PI

e = 4.0% '142.70L = '71.40T = '1,500.00R =

(LT)05°27'02"Δ =

104+90.00PI

e = 5.2% '443.23L = '226.78T = '850.00R =

(LT)29°52'37"Δ =

123+93.34PI

e = 6% '262.30L = '134.45T = '485.00R =

(LT)30°59'15"Δ =

131+46.52PI

e = 6.0% '257.53L = '131.88T = '485.00R =

(LT)30°25'26"Δ =

143+11.53PI

e = 6.0% '407.36L = '242.07T = '300.00R =

(LT)77°48'00"Δ =

156+33.52PI

e = 4.4% '397.89L = '200.79T = '1,200.00R =

(LT)18°59'53"Δ =

172+97.63PI

e = 5.4% '125.60L = '62.93T = '800.00R =

(LT)08°59'44"Δ =

180+21.71PI

e = 4.0% '351.81L = '176.72T = '1,500.00R =

(LT)13°26'18"Δ =

185+94.97PI

e = 4.8% '338.26L = '170.76T = '1,000.00R =

(LT)19°22'52"Δ =

193+03.32PI

e = 6.0% '265.00L = '135.69T = '500.00R =

(LT)30°22'01"Δ =

206+17.01PI

e = (NC) '121.79L = '60.89T =

'20,000.00R =

(LT)00°20'56"Δ =

237+30.45PI

e = 5.6% '269.86L = '136.63T = '700.00R =

(LT)22°05'18"Δ =

251+96.49PI

e = 5.8% '345.93L = '177.16T = '650.00R =

(LT)30°29'33"Δ =

268+97.25PI

e = 4.2% '295.34L = '148.22T = '1,400.00R =

(LT)12°05'13"Δ =

274+91.85PI

e = 4.8% '205.25L = '102.99T = '1,000.00R =

(LT)11°45'36"Δ =

285+15.73PI

e = 5.6% '228.27L = '115.03T = '750.00R =

(LT)17°26'20"Δ =

293+42.84PI

e = 3.4% '212.55L = '106.37T = '2,000.00R =

(LT)06°05'21"Δ =

302+16.34PI

e = (NC) '162.96L = '81.48T =

'10,000.00R =

(LT)00°56'01"Δ =

319+85.85PI

e = 4.0% '213.82L = '107.11T = '1,440.00R =

(LT)08°30'27"Δ =

329+11.60PI

e = 2.6% '199.35L = '99.72T = '2,740.00R =

(LT)04°10'07"Δ =

348+33.75PI

e = 3.2% '220.54L = '110.36T = '2,200.00R =

(LT)05°44'37"Δ =

357+19.62PI

e = 2% (RC) '666.59L = '333.75T = '5,200.00R =

(LT)07°20'41"Δ =

369+54.41PI

e = (NC) '78.15L = '39.08T =

'10,000.00R =

(LT)00°26'52"Δ =

381+36.75PI

e = 5.2% '295.79L = '149.24T = '900.00R =

(LT)18°49'49"Δ =

396+61.24PI

e = 4.0% '238.57L = '119.54T = '1,500.00R =

(LT)09°06'46"Δ =

408+50.89PI

e = 6.0% '133.68L = '68.70T = '235.00R =

(LT)32°35'36"Δ =

415+93.38PI

104+18.60 PC

105+61.29 PT

121+66.56

126+09.80

130+12.07

132+74.38 PT

141+79.65

144+37.18 PT

153+91.45

.81

170+96.84

174+94.73 PT

179+58.78

180+84.38

184+18.26

187+70.07

191+32.56

194+70.82

204+81.32

207+46.32 PT

236+69.56 PC

237+91.34 PT

250+59.86

253+29.72

267+20.09

270+66.02

273+43.63

276+38.97 PT

284+12.75 PC

286+18.00 PT

292+27.82

294+56.09 PT

301+09.96

303+22.51 PT

319+04.36 PC

320+67.32 PT

328+04.49

330+18.31 PT

347+34.03

349+33.38

356+09.26

358+29.80

366+20.66

372+87.25

380+97.67

381+75.82

395+12.00

398+07.79 PT

407+31.35

409+69.92 PT

415+24.68 PC

416+ 58.36

110+55.09 PC

113+42.01

117+83.42

120+15.13

127+48.59

129+17.24

133+49.58 PC

135+36.00 PT

137+55.35 PC

140+68.78

145+72.36 PC

148+31.87

150+35.17

151+41.90

.98

161+ 16.70

162+ 51.89

163+70.16 PT

167+75.28 PC

169+36.41

176+02.18 PC

177+72.39

181+40.48

183+58.62

188+63.70

190+12.97

198+47.61

199+72.46

212+39.61 PC

213+61.64 PT

219+98.65 PC

222+42.07 PT

244+45.67 PC

246+82.10

255+87.00

257+10.42

261+19.56

263+61.38

279+03.33 PC

280+78.15

287+62.93 PC

289+44.92

295+58.93 PC

296+52.92

324+06.74 PC

326+16.05

331+19.76 PC

335+53.15 PT

338+22.75 PC

344+48.23

350+74.63

353+73.39

361+67.09

362+71.75

385+33.29

386+90.17

390+42.29

392+20.24

400+96.65 PC

402+66.78

100+00.00POB

419+49.66

POE

+00

2 Miles

Grand Junction

O A

INTERSTATE

N 3/10 ROAD

R O

A D

O A

M 3/4 ROAD

M ROAD

L ROAD

419+50

18 ROAD

CO FLAP MES 18(1)

End Project

SITE MAP

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

A p ri l

A S

M A

P -1

.5 S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \A

-G e n s h t\ A

-S

E M

A P

E S

(1 d g n

STATE PROJECT

NUMBER

SHEET

TYPICAL SECTION

100+34.49 to 419+49.66 varies from 22' to 24' Existing width

EXISTING TYPICAL SECTION

100+34.49 to 419+49.66

The gradient and width of roadway ditches and the excavation and embankment slope ratios may be adjusted by the CO to provide adequate drainage and stability. See cross section for dimensions.

See the cross sections for cut and fill slope ratios.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, reduce the B and F dimensions to the actual cut height.

NOTE:

6.044TOTALS (mi)

31910TOTALS (ft)

31910100+34.49 to 419+49.66

Roadway (ft)Station to Station

LENGTH OF PROJECT

METHOD OF SUPERELEVATION ON CURVES

See plans for locations of curves and superelevations

6% max. sup ereleva tion

-2% normal crown-2% normal crown

2% min. superelevation

Profile grade for superelevation

Pivot point

Hinge point cut slope

Rounded Cut slope (variable)

first lift of asphalt)

(applied prior to

Prime coat

2% 2% asphalt lifts)

(applied between

Tack coat

F=3'

B=3'

19' Subgrade19' Subgrade

5'10'10'5'

Traveled wayTraveled way shldr bike lane grade

Profile

Varies

10'

Graded ditch

Clear Zone

10'

Clearing, topsoil and seeding

Construction limits

Clear Zone

Existing ground

Fill slope(variable)

5' and seeding Clearing, topsoil

(placed in two equal lifts)

3" Asphalt concrete pavement seal

Fog

8" Aggregate Base

1:4

DETAIL A

5.2"

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with Aggregate Base

Construct 30° pavement edge (safety edge) base

Aggregate ground

Existing

TYPICAL SECTIONS

18 ROAD

See Detail A shldr bike lane

S lo p e S ta k e

L im it

S lo p e S ta k e

L im it report for boring logs.

See pavement and materials

Existing surfacing varies.

1:41:4

Hinge point

NO SCALE

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

M a y

T y p ic a l

S e c ti o n

S h e e t-

C O

\m e s

\R o a d w a y

\C A

D D

S h e e ts

\A G e n s h t\ A

T Y

P C

O o v e r

.d g n

STATE PROJECT

NUMBER

SHEET

8" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach roadway, use safety end sections.

placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

1.3' d

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

4' (typ.)

Variable

A s

M a in li n

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

Variable

(1:6 d esirab le)1:4 o r flatt er

TYPICAL SYMBOL

M a in li

A B

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k e d

NOTE:

Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope road connection on plan and profile sheet Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle

Subgrade edge

Aggregate base edge

End Section A-A

Total length

Paved length

90° W

Type

Class stationing Mainline

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

APPROACH ROADS

TYPICAL SECTIONS

Total length

with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge Asphalt concrete pavement edge Asphalt concrete

Align profile grade of gutters at with flow line of the ditch.

0.3 to <3 million ESAL."

gyratory mix, 1/2 inch nominal maximum size aggregate, bid item "40101-0600 Asphalt concrete pavement, construction of the gutter will be incidental to the conveyance. The asphalt gutter will not be paid separately, be installed, construct an asphalt gutter for drainage For approach roads type 1 and 2 where culverts cannot

10.

24"24"

1:121:12

8" Aggregate base

2" min.

AGGREGATE GUTTER

10.

M a y

P P

R T y p ic a l S h e e t [S h e

O \m e s (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ A

Y P

A P

P R

C O

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

18 ROAD

SUMMARY

APPROACH ROADS

TYPICAL SECTIONS

M a y

P P

R T y p ic a l

S h e e t

S h e

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ A

T Y

P A

P P

R C

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

18 ROAD

Sheet and Description

B4 B5 B6 B7 B8 B9-10 B11

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 23 23

A0050 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9

A0070 15215-5000 SURVEY AND STAKING, BOX CULVERT EACH 2 2

A0090 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 6.044 6.044

A0110 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 12.088 12.088

A0130 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0150 15401-0000 CONTRACTOR TESTING LPSM ALL

A0170 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0190 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0210 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0230 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0250 20101-0000 CLEARING AND GRUBBING ACRE 21.1 0.9 22.0

A0270 20301-1900 REMOVAL OF PIPE CULVERT EACH 12 12

A0290 20301-2400 REMOVAL OF SIGN EACH 2 3 5

A0310 20302-0700 REMOVAL OF FENCE LNFT 6,491 139 6,630

A0330 20401-0000 ROADWAY EXCAVATION (CHANNEL GRADING) CUYD 760 40 800

A0350 20401-0000 ROADWAY EXCAVATION CUYD 38,196 2,304 40,500

A0370 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO

A0390 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 89 144 27 260

A0410 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 74 6 80

A0430 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6 CUYD 160 10 170

A0470 30101-0000 AGGREGATE BASE TON 52,233 2,767 55,000

A0510 40101-0600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 17,720 880 18,600

A0530 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 178 12 190

A0570 40601-0000 FOG SEAL TON 45 5 50

A0590 40605-0000 BLOTTER TON 170

A0610 41102-1000 PRIME COAT, METHOD 1 SQYD 109,600 2,400 112,000

A0630 41201-0000 TACK COAT TON 46 4 50

A0650 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 12 FEET

SPAN X 10 FEET RISE BOX CULVERT) EACH 2 2

A0670 60103-0000 CONCRETE, HEADWALL (HEADWALL AND WINGWALLS FOR 9 FEET

SPAN X 6 FEET RISE BOX CULVERT) EACH 2 2

A0690 60103-0260 CONCRETE, HEADWALL FOR 60-INCH PIPE CULVERT EACH 2 2

A0710 60201-0600 18-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 64 6 70

A0730 60201-0800 24-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 59 6 65

A0750 60201-1100 42-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 64 6 70

A0770 60201-1400 60-INCH PIPE CULVERT (CONCRETE PIPE) LNFT 70 5 75

MileStone: Final Date Completed: 06/11/24 Report Date: 06/18/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J un

-2

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

C O

\m es

R oa dw ay

\C A D

D _S he et s\ B -S um m

B 1-

O Q

.x ls m ]S he et

STATE PROJECT

B1CO FLAP MES18(1)

18 ROADCO

NUMBER

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A0790 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT (ELLIPTICAL CONCRETE) LNFT 134 16 150

A0810 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT (ELLIPTICAL CONCRETE) LNFT 191 19 210

A0830 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0850 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0870 60210-1100 END SECTION FOR 42-INCH PIPE CULVERT (CONCRETE) EACH 2 2

A0890 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (ELLIPTICAL CONCRETE) EACH 4 4

A0910 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT (ELLIPTICAL CONCRETE) EACH 6 6

A0930 60220-2450 9 FEET SPAN, 6 FEET RISE PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 76 76

A0950 60220-4150 12 FEET SPAN, 10 FEET RISE PRECAST REINFORCED CONCRETE

BOX CULVERT LNFT 61 61

A0970 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 6,491 139 6,630

A0990 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80

A1010 62201-0350 BACKHOE HOUR 80

A1030 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A1050 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 80

A1070 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A1090 62301-0000 GENERAL LABOR HOUR 80

A1110 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A1130 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1150 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH ACRE 20.8 0.2 21.0

A1170 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 20.8 0.2 21.0

A1190 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 20.8 0.2 21.0

A1210 63301-0000 SIGN SYSTEM EACH 34 16 50

A1230 63308-2000 OBJECT MARKER, TYPE 2 EACH 20 5 25

A1250 63309-0000 DELINEATOR EACH 569 11 580

A1270 63316-1000 REMOVE AND RESET SIGN EACH 1 4 5

A1290 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 64.1 0.4 64.5

A1310 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 4.9 0.1 5.0

A1330 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM All ALL

A1350 63501-3500 TEMPORARY TRAFFIC CONTROL, PUBLIC INFORMATION PROGRAM LPSM All ALL

A1370 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A1390 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 200 200

A1410 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 106 106

A1430 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 4 4

A1450 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 2 2

-J un -2

MileStone: Final Date Completed: 06/11/24 Report Date: 06/18/24

C O

\m es

R oa dw ay

\C A D

D _S he et s\ B -S um m

B 1-

O Q

.x ls m ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B2CO FLAP MES18(1)

18 ROADCO

Grading Summary

Drainage Summary

Surfacing Summary

Permanent Pavement Marking

Summary

Permanent Signing

Summary

Miscellaneous Summaries

Temporary Traffic Control

Summary Allowance Bid Schedule

A1470 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 100 100

A1490 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1510 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN Special 2

(Bipartisan Infrastructure Law Sign) EACH 1 1

A1530 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 60 60

A1550 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 3,700 3,700

A1570 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,900 1,900

-J un -2

MileStone: Final Date Completed: 06/11/24 Report Date: 06/18/24

C O

\m es

R oa dw ay

\C A D

D _S he et s\ B -S um m

B 1-

O Q

.x ls m ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B3CO FLAP MES18(1)

18 ROADCO

J u n e

E a r th w o r k

S u m m a r y

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GRADING SUMMARY

STATE PROJECT

NUMBER

SHEET

J u n e

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

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DRAINAGE SUMMARY

STATE PROJECT

NUMBER

SHEET

M a y

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

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SURFACING SUMMARY

STATE PROJECT

NUMBER

SHEET

J u n e

P e r m a n e n t P a v e m e n t M a r k in g

S u m m a

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MARKING SUMMARY

PERMANENT PAVEMENT

STATE PROJECT

NUMBER

SHEET

M a y

P e r m a n e n t

S ig n in g S u m m a

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 1

SUMMARY

PERMANENT SIGNING

STATE PROJECT

NUMBER

SHEET

M a y

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

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

M a y

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

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

B10

CONTROL SUMMARY

TEMPORARY TRAFFIC

M a y

T C

S u m m a ry

C O

\m e s

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \B

U M

E S

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B11

B W

S P

E E

D L I

M I T

W BW

D E S I G

N A

T E

D O

H V R

O U

T E

U S

C A

T T

L E G

U A

R D

S M

A L L R

E C V

E H I C

L E S

O P

E N R

A N

G E

T P

O S

4751.4

E N

T E

R I N

G P

U B

L I C L

A N

D S

I N C

M P

R O

U G

H R

O A

U S

4753.2

18IN

M P

N O

R T

H F

R U

A D

E S

E R T

200'100'0

Scale in Feet

E = 2088491.91

N = 1532749.18

100+34.49

18 ROAD

CO FLAP MES 18(1)

Begin Project

Construct fence, barbed wire, 4-strand

Remove fence

101+37 to 104+65, Rt.

Construct fence, barbed wire, 4-strand

Remove fence

100+40 to 100+89, Rt.

Right lane

Left lane

Proposed profile

Existing ground at cattle guard to full shoulder width

Transition shoulder from existing width

100+35 to 1100+85, Lt. and Rt.

N06°55'32"E N01°28'30"E e = 4.0%

'142.70L =

'71.40T =

'1,500.00R =

(LT)05°27'02"Δ =

104+90.00PI

O B

95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00

4,710 4,710

4,720 4,720

4,730 4,730

4,740 4,740

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

-2.00%

(LT)

-2.00%

(LT) -4.00%

(LT)

-4.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

104+03.50 105+76.50 109+29.67100+00.00 103+20.50 104+45.00 105+35.00 106+59.50 110+10.50

-2.00%

(RT)

-2.00%

(RT)

+4.00%

(RT)

+4.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-0.490% +1.999% +1.000%

+1.000%

' VC100

100.09K =

'1130.16SSD =

' VC70

28K =

'388.49HLSD =

' VC300

120K =

'762.28HLSD =

R e m o v e p ip e c u lv e rt

-i n c h C

M P

R e m o v e p ip e c u lv e rt

-i n c h C

M P

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w e d a t w it h e n d s e c ti o n L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

:1 p ri l

B L

P la n

S h e

O \m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

47754

N F

D O

P E

N O

H V A

R E

A S

T A

G I N

G A

R E

OPEN TO

O L

D P

O S

C R Q .5

B W

N O

R T

H D

E S

E R

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand

Remove fence

110+53 to 111+15, Rt. 1

Right lane

Left lane

Proposed profile

Existing ground

5N31°21'54"E

N49°03'58"E e =6.0%

'286.92L =

'146.81T =

'550.00R =

(RT)29°53'24"Δ =

112+01.89PI

e = 5.6% '231.71L = '116.78T = '750.00R =

(RT)17°42'04"Δ =

119+00.20PI

e = 5.2% '443.23L = '226.78T = '850.00R =

(LT)29°52'37"Δ =

123+93.34PI

T 1

110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00

4,720 4,720

4,730 4,730

4,740 4,740

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

+6.00%

(LT)

+6.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+5.60%

(LT)

+5.60%

(LT)

-5.20%

(LT)

110+95.00 113+00.00 114+65.33 116+62.57 118+20.00 119+75.00 122+05.00 125+00.00110+12.33 113+82.67 117+45.43

-2.00%

(RT)

-6.00%

(RT)

-6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-5.60%

(RT)

-5.60%

(RT)

+5.20%

(RT)

+3.506

+0.500%

+1.400%

' VC150

49.91K =

'434.09SSD =

' VC500

556K =

'INFHLSD =

115+00 to 115+40 Overhead Powerline H > 20 feet

:2 p ri l

B L

P la n

S h e

O \m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

4763.7

4764.9

101 IN

M P

4774.4

18IN

M P

4773.5

U S

47714772 47744775

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand Remove fence 130+57 - 131+04, Rt.

Right lane

Left lane

Proposed profile

Existing ground

5 +

N19°11'21"E

N26°05'29"E N04° 53'

46" W

N04°00' 17"E e = 4.2%

'168.66L =

'84.43T =

'1,400.00R =

(RT)06°54'08"Δ =

128+33.02PI

e = 4.4% '186.42L = '93.40T = '1,200.00R =

(RT)08°54'03"Δ =

134+42.98PI

e = 4.0% '313.43L = '157.25T = '1,550.00R =

(RT)11°35'09"Δ =

139+12.60PI

e = 6% '262.30L = '134.45T = '485.00R =

(LT)30°59'15"Δ =

131+46.52PI

125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00

4,730 4,730

4,740 4,740

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

-5.20%

(LT)

+4.20%

(LT)

+4.20%

(LT) -6.00%

(LT)

-6.00%

(LT)

+4.40%

(LT)

+4.40%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+4.00%

(LT)

125+00.00 125+75.00 127+80.00 128+90.00 130+55.00 132+35.00 133+80.00 135+05.00 136+37.36

136+60.50 140+00.00135+54.64 137+43.50137+85.00

+5.20%

(RT)

-4.20%

(RT)

-4.20%

(RT)

+6.00%

(RT)

+6.00%

(RT)

-4.40%

(RT)

-4.40%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-4.00%

(RT)

-0.557% +1.001% -0.557%

0' VC900

459.92K =

'1001.48SSD =

' VC500

321K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n c h C

M P

In s ta ll f e e t s p a n f e e t ri in fo rc e d c o n c re te b o x c u lv e rt

C o n s tr u c t c o n c re te h e a d w ll

(h a d w a ll a n d w in g w a ll s f o r f e e t s p a n f e e t ri s e r e in fo rc e d c o n c te b o x c u lv e rt s k e w e d a t

L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

R e m o v e p ip e c u lv e rt

-i n c h

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w e d a t w it h e n d s e c ti o n L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

M a y

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

4780.0

4780.9

18IN

M P

B W

0 +

N15°35'26"E

N14 °5

0'0 0"

N15°49'26"E

N18°52'54"E e = 6.0%

'259.51L =

'132.94T =

'485.00R =

(RT)30°39'26"Δ =

147+05.30PI

e = 3.4% '106.74L = '53.38T = '2,000.00R =

(RT)03°03'28"Δ =

150+88.55PI

e = 6.0% '257.53L = '131.88T = '485.00R =

(LT)30°25'26"Δ =

143+11.53PI

C 1

200'100'0

Scale in Feet

Right lane

Left lane

Proposed profile

Existing ground

No approach road apron Abandon Pullout 144+00, Rt.

Construct fence, barbed wire, 4-strand Remove fence 146+40 - 146+85, Rt.

Construct fence, barbed wire, 4-strand Remove fence 147+00 - 149+00, Lt.

Construct fence, barbed wire, 4-strand Remove fence 153+67 - 154+89, Rt.

140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00

4,740 4,740

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

+4.00%

(LT)

-6.00%

(LT)

-6.00%

(LT)

+6.00%

(LT)

+6.00%

(LT)

+3.40%

(LT)

+3.40%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-6.00%

(LT)

140+40.00 142+20.00 143+95.00 146+15.00 147+90.00 150+60.00 151+20.00 152+31.18

153+52.33 154+35.00 155+00.00 151+48.82

152+69.67

-4.00%

(RT)

+6.00%

(RT)

+6.00%

(RT)

-6.00%

(RT) -6.00%

(RT)

-3.40%

(RT)

-3.40%

(RT)

-2.00%

(RT) -2.00%

(RT)

+6.00%

(RT)

+0.712%

+0.712%4

5 4

' VC450

1553.13K =

'3949.59SSD =

' VC300

1417.79K =

'5250.03SSD =

R e m o v e p ip e c u lv e rt

-i n c h

C M

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w e d a t w it h e n d s e c ti o n L t.

R t.

P la c e r ip ra p c la s s

L t.

M a y

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

I N C

M P

O L D S

N P

O S T

4788.4

18IN

U S

4788.4

U S

B W

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand

Remove fence

160+94 to 163+83, Lt.

Construct fence, barbed wire, 4-strand Remove fence 167+50 to 216+50, Rt.

Right lane

Left lane

Proposed profile

Existing ground

0 +

N °5

'0 "W

N24°05'43 "W

N04°44'03"W

N °2

'0 "E e = 6.0%

'212.72L =

'109.76T =

'350.00R =

(RT)34°49'23"Δ =

160+13.74PI

e = 6.0% '118.27L = '59.70T = '350.00R =

(RT)19°21'40"Δ =

163+11.59PI

e = 6.0% '161.12L = '82.10T = '340.00R =

(RT)27°09'08"Δ =

168+57.39PI

e = 6.0% '407.36L = '242.07T = '300.00R =

(LT)77°48'00"Δ =

156+33.52PI

157+ 98.81

159+ 03.98

169+ 36.41

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00

4,750 4,750

4,760 4,760

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

-6.00%

(LT)

+6.00%

(LT)

+6.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+6.00%

(LT)

+6.00%

(LT)

157+60.00 159+45.00 163+30.00 164+95.33 166+49.67 168+15.00 168+95.00164+12.67 167+32.33 170+00.00

+6.00%

(RT)

-6.00%

(RT)

-6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-6.00%

(RT)

-6.00%

(RT)

+0.500%

+1.267%

+0.500%

' VC300

391K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n

In s ta ll

-i n c h c o n c re te p u lv e rt w it h e n d s e c ti o n L t.

P la c e r ip ra p c la s s

L t.

A c c e s s m o v e p ip e c u lv e rt

-i n

In s ta ll

-i n c h c o n c re te p lv e rt w it h e n d s e c ti o n

L d R t.

P la c e r ip ra p c la s s

L t.

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

4805 4805

4815 4815

M P

U S

N O V

E H

L E S

B W

200'100'0

Scale in Feet

Right lane

Left lane

Proposed profile

Existing ground

N22°25'04"E

N03° 25'

11" E

N19°40'25"E N10°40

'41"E

N47°26'18"E e = 6.0%

'170.21L =

'85.68T =

'600.00R =

(RT)16°15'14"Δ =

176+87.86PI

e = 6.0% '218.14L = '112.97T = '340.00R =

(RT)36°45'37"Δ =

182+53.45PI

e = 4.4% '397.89L = '200.79T = '1,200.00R =

(LT)18°59'53"Δ =

172+97.63PI

e = 5.4% '125.60L = '62.93T = '800.00R =

(LT)08°59'44"Δ =

180+21.71PI

170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00

4,770 4,770

4,780 4,780

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

4,850 4,850

-4.40%

(LT)

-4.40%

(LT)

+6.00%

(LT)

+6.00%

(LT)

-5.40%

(LT)

-5.40%

(LT)

+6.00%

(LT)

+6.00%

(LT) -4.00%

(LT)

171+25.00 174+65.00 176+45.00 177+30.00 179+95.00 180+45.00 181+80.00 183+15.00 184+45.00 185+00.00184+45.00

+4.40%

(RT)

+4.40%

(RT) -6.00%

(RT)

-6.00%

(RT)

+5.40%

(RT)

+5.40%

(RT)

-6.00%

(RT)

-6.00%

(RT)

+4.00%

(RT)

+1.247%

+1.267%

' VC500

25559.85K =

'55415.86SSD =

R e m o v e p ip e c u lv e rt

-i n

In s ta ll

-i n c h c o n c re te p lv e rt s k e w e d

C o n s tr u c t c o n c re te h e a d w d w in g w a ll s f o r

-i n c h p lv e rt

L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

M a y

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

48304

B W

N34°00'00"E

N36°51'03"E

N17°2 8'11"

E e = 2.6%

'149.27L =

'74.65T =

'3,000.00R =

(RT)02°51'03"Δ =

189+38.35PI

e = 3.4% '124.84L = '62.44T = '1,900.00R =

(RT)03°45'53"Δ =

199+10.06PI

e = 4.0% '351.81L = '176.72T = '1,500.00R =

(LT)13°26'18"Δ =

185+94.97PI

e = 4.8% '338.26L = '170.76T = '1,000.00R =

(LT)19°22'52"Δ =

193+03.32PI

200'100'0

Scale in Feet

Right lane

Left lane

Proposed profile

Existing ground

185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00

4,790 4,790

4,800 4,800

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

4,850 4,850

4,860 4,860

4,870 4,870

-4.00%

(LT)

-4.00%

(LT)

+2.60%

(LT)

+2.60%

(LT)

-4.80%

(LT)

-4.80%

(LT) -2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+3.40%

(LT) +3.40%

(LT)

187+40.00 188+80.00 189+95.00 191+65.00 194+40.00 194+97.75 197+58.82 198+70.00 199+50.00187+40.00 188+80.00 189+95.00 191+65.00 194+40.00 195+80.25 198+41.18

198+70.00 199+50.00 199+78.82

200+00.00

+4.00%

(RT)

+4.00%

(RT)

-2.60%

(RT)

-2.60%

(RT)

-2.60%

(RT)

-2.60%

(RT)

+4.80%

(RT)

+4.80%

(RT)

+4.80%

(RT)

+4.80%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT) -3.40%

(RT)

-3.40%

(RT)

-2.00%

(RT)

+1.184%

+1.247%

' VC500

7979.34K =

'17471.83SSD =

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

U S

N O V

E H I C

L E S

I N C

M P

200'100'0

Scale in Feet

Right lane

Left lane

Proposed profile

Existing ground

N21°14'04"E

N09°0 7'57

"W e = 2.0% (RC)

'122.03L =

'61.02T =

'5,000.00R =

(RT)01°23'54"Δ =

213+00.63PI

e = 6.0% '265.00L = '135.69T = '500.00R =

(LT)30°22'01"Δ =

206+17.01PI

Construct fence, barbed wire, 4-strand Begin removal of fence 207+67, Lt.

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00

4,810 4,810

4,820 4,820

4,830 4,830

4,840 4,840

4,850 4,850

4,860 4,860

4,870 4,870

4,880 4,880

4,890 4,890

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-6.00%

(LT)

-6.00%

(LT) -2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

-2.00%

(LT)

200+61.18 204+42.33 205+25.00 207+05.00 207+87.67 211+73.00 212+55.00 213+50.00 214+32.00 215+00.00203+59.67 205+25.00 207+05.00 208+70.33 215+00.00

-2.00%

(RT)

-2.00%

(RT)

+6.00%

(RT)

+6.00%

(RT)

+6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+1.782%

+1.184%

' VC300

502K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w t w it h e n d s e c ti o n d R t.

P la c e r ip ra p c la s s

L t.

R e m o v e p ip e c u lv e rt

-i n

In s ta ll

-i n c h c o n c re te p lv e rt s k e w e d a t w it d s e c ti o n L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

W A

R N I N

G N

A T G

A S P I P

W A

R N I N

G N

A T

U R

A L G

A S P I P E

L I N

W A

R N I N

G N

A T

U R

A L G

A S P I P E

L I N

Protect in place

Gas Pipeline

218+95

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand

Removal of fence

207+67 to 236+35, Lt.

Right lane

Left lane

Proposed profile

Existing ground

N07°44'03 "W

N01°33'50"E e = 4.0%

'243.42L =

'121.98T =

'1,500.00R =

(RT)09°17'53"Δ =

221+20.62PI 2

215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00

4,830 4,830

4,840 4,840

4,850 4,850

4,860 4,860

4,870 4,870

4,880 4,880

4,890 4,890

4,900 4,900

4,910 4,910

-2.00%

(LT)

-2.00%

(LT)

+4.00%

(LT)

+4.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

219+00.50 220+25.00

222+15.00 223+39.50 230+00.00219+83.50 222+15.00 222+56.50

-2.00%

(RT)

-2.00%

(RT)

-4.00%

(RT)

-4.00%

(RT)

-4.00%

(RT)

-2.00%

(RT)

+1.286%

+1.782%

+1.286%

' VC300

605.71K =

'2328.87SSD =

U n d e rg ro u n d n a tu ra l g a s p ip e li n e

V e ri fy l o c a ti o n a n d d e p th b e fo n s tr u c ti o n

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

U S

200'100'0

Scale in Feet

End fence, barbed wire, 4-strand

End removal of fence

236+35, Lt.

Right lane

Left lane

Proposed profile

Existing ground

N01°12'54"E e = 6.0%

'236.43L =

'125.78T =

'280.00R =

(RT)48°22'51"Δ =

245+71.45PI

e = (NC) '121.79L = '60.89T =

'20,000.00R =

(LT)00°20'56"Δ =

237+30.45PI

230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00

4,850 4,850

4,860 4,860

4,870 4,870

4,880 4,880

4,890 4,890

4,900 4,900

4,910 4,910

4,920 4,920

4,930 4,930

-2.00%

(LT)

+6.00%

(LT)

243+19.67 244+02.33 244+85.00

-2.00%

(RT)

-6.00%

(RT)

+1.562%

' VC500

1,814K =

'INFHLSD =

M a y

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C10

0 4920

NO VEHICLES

BW BW

4918.1

4919.0

18 IN CM

U S

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand Begin removal of fence 257+67 to 262+96, Lt.

Construct fence, barbed wire, 4-strand

Remove fence

245+13 to 247+01, Lt.

Right lane

Left lane

Proposed profile

Existing ground

N49°35'45"E

N27°30 '27"E

N31°02'35 "E e = 6.0%

'236.43L =

'125.78T =

'280.00R =

(RT)48°22'51"Δ =

245+71.45PI

e = 3.4% '123.41L = '61.73T = '2,000.00R =

(RT)03°32'08"Δ =

256+48.73PI

e = 5.6% '269.86L = '136.63T = '700.00R =

(LT)22°05'18"Δ =

251+96.49PI

C 2

245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00

4,870 4,870

4,880 4,880

4,890 4,890

4,900 4,900

4,910 4,910

4,920 4,920

4,930 4,930

4,940 4,940

4,950 4,950

4,960 4,960

+6.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-5.60%

(LT) -5.60%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+3.40%

(LT)

+3.40%

(LT)

-2.00%

(LT)

246+40.00 248+05.33 250+25.43 251+00.00 252+90.00 253+64.57 254+98.82 256+10.00 256+85.00 257+96.18246+40.00 247+22.67 249+42.57 251+00.00 252+90.00 254+47.43 255+81.18

256+10.00 256+85.00 257+13.82

-6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+5.60%

(RT)

+5.60%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT) -3.40%

(RT)

-3.40%

(RT)

-3.40%

(RT)

-3.40%

(RT)

-2.00%

(RT)

+1.272%

+1.562%

' VC300

1033.01K =

'3865.92SSD =

R e m o v e p ip e c u lv e rt

-i n

In s ta ll x e ll ip ti c a l c o n c re te p ip e c u lv e rt s k e w t w it h e n d s e c ti o n d R t.

P la c e r ip ra p c la s s

L t.

253+33 Overhead Powerline Height unknown

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C11

49304935

49404940

R O

U G

H R

O A

M P

S W

A L E

P H

T -P

O S T

T R -R

F O

X C

E L N

E W L I N

X C

E L N

E W L I N

S U

M M I T U

T I L O

L D L I N

S U

M M I T U

T I L O

L D L I N

H I P

R E S

S A

P P

R O

X .5 F

T D

E E P

H I P

R E S

S A

P P

R O

X .5 F

T D

E E P

200'100'0

Scale in Feet

Construct fence, barbed wire, 4-strand End removal of fence 257+67 to 262+96, Lt.

Protect in place Existing gas line

Right lane

Left lane

Proposed profile

Existing ground

N50°50'10"E

N20° 20'3

7"E e = 5.6%

'241.82L =

'122.13T =

'700.00R =

(RT)19°47'35"Δ =

262+41.69PI

e = 5.8% '345.93L = '177.16T = '650.00R =

(LT)30°29'33"Δ =

268+97.25PI

e = 4.2% '295.34L = '148.22T = '1,400.00R =

(LT)12°05'13"Δ =

274+91.85PI

260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00

4,890 4,890

4,900 4,900

4,910 4,910

4,920 4,920

4,930 4,930

4,940 4,940

4,950 4,950

4,960 4,960

4,970 4,970

4,980 4,980

-2.00%

(LT)

-2.00%

(LT)

+5.60%

(LT)

+5.60%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-5.80%

(LT)

-5.80%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-4.20%

(LT)

260+02.57 261+60.00 263+25.00 264+82.43 266+81.38 267+60.00 270+25.00 271+03.62 273+29.43 273+75.00 275+00.00260+85.43 261+60.00 263+25.00 263+99.57 265+98.62 267+60.00 270+25.00 271+86.38 272+46.57 273+75.00 275+00.00

-2.00%

(RT)

-2.00%

(RT)

-5.60%

(RT)

-5.60%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+5.80%

(RT)

+5.80%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+4.20%

(RT)

+2.023%

+1.272%

+2.023%

' VC600

430.75K =

'1074.76SSD = ' VC300

399K =

'INFHLSD =

R e m o v e p ip e c u lv e rt

-i n m p L

N F

T In s ta ll f e e t s p a n f e e t ri in fo rc e d c o n c re te b o x c u lv e rt

C o n s tr u c t c o n c re te h e a d w

(h a d w a ll a n d w in g w a ll s f o fe t s p a n f e e t ri s e r e in fo rc n c re te b o x c u lv e rt s k e w e d a t

L t.

a n d R t.

P la c e r ip ra p c la s s

L t.

t o

P R

O T

E C

T I

N P

L A

C E

U n d e rg ro u n d X

C E

L g a s l in e U n d e rg ro u n d S u m m it u ti li ty l in e U n d e rg ro u n d h ig h p re s s u re p ip e li o rd in a te w it h u ti li ty c o m p a n ie s t o v e ri fy lo a ti o n s a n d d e p th s b e fo re c o n s tr u c ti o n a to b ta in a ll a p p li c a b le p e rm it s

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C12

W I R

T R I

N F

R E

C A

R E

A R

U L E S

U S

RUNNOFF

RUNOFF

C A

M P I N

G R

U L E S

No paved apron

Abandon approach road

279+00, Rt.

200'100'0

Scale in Feet

Place riprap, class 2 287+63, Rt.

Right lane

Left lane

Proposed profile

Existing ground

0 +

N08°15'24"E N10°15'36"E

N01°3 0'00"

W e = 2.0% (RC)

'174.82L =

'87.42T =

'5,000.00R =

(RT)02°00'12"Δ =

279+90.75PI

e = 6.0% '181.99L = '92.08T = '485.00R =

(RT)21°30'00"Δ =

288+55.01PI

e = 4.2% '295.34L = '148.22T = '1,400.00R =

(LT)12°05'13"Δ =

274+91.85PI

e = 4.8% '205.25L = '102.99T = '1,000.00R =

(LT)11°45'36"Δ =

285+15.73PI

barbed wire, 4-strand Construct fence, Remove fence 287+94 - 289+58, Lt.

275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00

4,920 4,920

4,930 4,930

4,940 4,940

4,950 4,950

4,960 4,960

4,970 4,970

4,980 4,980

4,990 4,990

5,000 5,000

-4.20%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

+2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-4.80%

(LT)

-4.80%

(LT)

+6.00%

(LT)

+6.00%

(LT)

276+10.00 276+55.57 278+33.00 279+15.00 280+65.00 281+47.00 283+87.25 284+45.00 285+85.00 288+05.00 289+05.00 290+00.00276+10.00 277+38.43 283+04.75 284+45.00 285+85.00 288+05.00 289+05.00 289+87.67

290+00.00

+4.20%

(RT)

+4.20%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+4.80%

(RT)

+4.80%

(RT)

+4.80%

(RT)

+4.80%

(RT)

-6.00%

(RT)

-6.00%

(RT) -2.00%

(RT)

+1.508%

+0.630%

+1.508%

' VC300

341K =

'INFHLSD =

' VC800

326K =

'1680.29HLSD =

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C13

200'100'0

Scale in Feet

Place riprap, class 2 303+80, Rt.

Right lane

Left lane

Proposed profile

Existing ground

5 +

0 +

N20°00'00"E N02°33

'40"E N13°19'56"E e = 6.0%

'94.00L =

'47.14T =

'500.00R =

(RT)10°46'16"Δ =

296+06.07PI

e = 5.6% '228.27L = '115.03T = '750.00R =

(LT)17°26'20"Δ =

293+42.84PI

e = 3.4% '212.55L = '106.37T = '2,000.00R =

(LT)06°05'21"Δ =

302+16.34PI

T 3

290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00

4,970 4,970

4,980 4,980

4,990 4,990

5,000 5,000

5,010 5,010

5,020 5,020

5,030 5,030

5,040 5,040

5,050 5,050

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-5.60%

(LT) -5.60%

(LT)

+6.00%

(LT)

+6.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

-3.40%

(LT)

-3.40%

(LT)

-2.00%

(LT)

290+70.33 291+90.43 292+65.00 294+15.00 296+10.00

297+75.33 301+06.18

301+35.00 303+00.00 303+28.82

305+00.00 291+07.57

292+65.00 294+15.00 296+00.00 296+92.67 300+23.82 301+35.00 303+00.00 304+11.18

-2.00%

(RT)

+5.60%

(RT)

+5.60%

(RT)

+5.60%

(RT)

+5.60%

(RT)

-6.00%

(RT)

-6.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

-2.00%

(RT)

+3.40%

(RT)

+3.40%

(RT)

+3.40%

(RT)

-2.00%

(RT)

+3.962

+6.5 00%

+2.260%

+3.962

+6.5 00%

' VC550

129.71K =

'529.39SSD =

' VC300

118K =

'737.29HLSD =

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C14

50505050

R U

N O

U S

200'100'0

Scale in Feet

Place riprap, class 2 308+20, Lt.

Proposed profile

Existing ground

N07°14'35"E e = (NC)

'162.96L =

'81.48T =

'10,000.00R =

(LT)00°56'01"Δ =

319+85.85PI 3

305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00

5,020 5,020

5,030 5,030

5,040 5,040

5,050 5,050

5,060 5,060

5,070 5,070

5,080 5,080

5,090 5,090

5,100 5,100

+2.336%

+2.260%

' VC500

6,534K =

'INFHLSD =

F e b ru a ry

P la n

S h e

C O

\m e s

R o a d w a y \C

A D

S h e e ts \C

-M L

-C

E S

(M A

d g n

STATE PROJECT

NUMBER

SHEET

C15

R U

N O F F

P O

S T C

A B

L E

T R M

K R

BIKE TR CL-4 FT

POST & CABLE

BIKE TR CL- 2 FT

T O I L E

COVID CAUTION

E T

R C

L F

T R I

N F

R U I T

A D

E S

E R

POST & CABLE

P O

S T C

A B

L E

POST & CABLE

R U

N O F F

R U

N O F F

T R I

N F

200'100'0

Scale in Feet

Place riprap, class 2 323+20, Rt.

Place riprap, class 2 332+20, Lt.

Place riprap, class 2 330+20, Rt.

Do not disturb wood post and cable fence cable fence wood post and

Do not disturb

Right lane

Left lane

Proposed profile

Existing ground

0 +

N06°18'34"E N12°37'17"E

N04°06'50"E e = 3.4%

'209.31L =

'104.76T =

'1,900.00R =

(RT)06°18'43"Δ =

325+11.50PI

e = (NC) '433.39L = '216.82T = '5,230.00R =

(RT)04°44'52"Δ =

333+36.58PI

e = 4.0% '213.82L = '107.11T = '1,440.00R =

(LT)08°30'27"Δ =

329+11.60PI

320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00

5,050 5,050

5,060 5,060

5,070 5,070

5,080 5,080

5,090 5,090

5,100 5,100

5,110 5,110

5,120 5,120

5,130 5,130

5,140 5,140

-2.00%

(LT)

-2.00%

(LT)

+3.40%

(LT)

+3.40%

(LT)

-4.00%

(LT)

-4.00%

(LT)

-2.00%

(LT)

-2.00%

(LT)

323+18.82 324+30.00 325+95.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 22, 2024.