Plans_-_WI_ERFO_FS_2016-1(3).pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

N

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 1.1 Miles

ADT (2017)

ADT (2047)

DHV

%Truck

D

V (MPH)

50/50

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max) 8%

C/A None

Project Manager Lead Designer

SHEET

NO

A01

A02

A03

B01

LANE MILES:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF AGRICULTURE

U.S. FOREST SERVICE

NATIONAL FOREST

CHEQUAMEGON-NICOLETN

MILWAUKEE

EAU CLAIRE

DULUTH

APPLETON

DUBUQUE

MADISON

LAKE MICHIGAN

LAKE SUPERIOR

MINNESOTA

WISCONSIN

IOWA

MICHIGAN

LAKE SUPERIOR

BAY

GREEN

53 63

PROJECT WI ERFO FS 2016-1(3)

CHEQUAMEGON-NICOLET NATIONAL FOREST

FS 371

ROUTE NAME WIDTH

FS 194

FS 377

<1%

2.1 Miles

DISASTER No. WI2016-1-FS WSP USAMichael Tessitore

STATE OF WISCONSIN

KEY MAP

0 50 100

SCALE IN MILES

A01WI

D01

D04

D05

D02-D03

D06-D07

M01

N01

R01-R28

T01-T10

U01-U10

V01-V08

FS 377 B3 Cross Sections

FS 194 B1 Cross Sections

Bridge Plans

E01

E02

E03

K02

NCT 100 T16 Plan And Profile

NCT 100 T12 Plan And Profile

K03

NCT 100 T9 Culvert Plan and Profiles

FS 371 S12 Bridge Plan and Profile

18'+/-

16'+/-

20'+/-

SCALE IN MILES

0 2010

Temporary Traffic Control Plan

BRIDGE REPLACEMENT AND RECONSTRUCTION

RECONSTRUCTION OF DAMAGED ROADWAY AND TRAIL SECTIONS,

bridge replacement, and shoulder washouts.

and crashworthy terminal installation. Trail repairs including reconstruction, embankment reconstruction, ditch reconditioning, Timber bridge replacement, bridge approach and road

Gg

Gg

D

C

E05

E06

E07

A05-A08 Horizontal Alignment Information

FS 194 B1 Bridge Plan And Profile

FS 377 B3 Bridge Plan And Profile

FS 189 B5 Bridge Plan

FS 196 B6 Bridge Plan

NCT 100 T3 Plan And Profile

NCT 100 T11 Culvert Plan and Profiles

FS 371 S12 Cross Sections

C01-C03

A04 Survey Information

E04 NCT 100 T4 Plan And Profile

D08 FS 189 S3 Bridge Plan and Profile

FS 189 6" aggregate surface M02-M07 Erosion Control Plans

6" aggregate surface / GACP - 3/8" NMSA, 4-inch depth

6" aggregate surface / GACP - 3/8" NMSA, 4-inch depth

6" aggregate surface / GACP - 3/8" NMSA, 4-inch depth

NCT 100 T5/T10/T14 Plans

NCT 100 T7/T8 Plans

S01-S17 Standards and Details

Tabulation of Quantities, Summaries and Schedules

16'+/-

WI ERFO FS 2016-1(3)

WI ERFO FS 2016-1(3)

PROJECT

Erosion and Sediment Control Narrative

ASHLAND AND BAYFIELD COUNTIES, WISCONSIN

PLANS PREPARED BY

P lo tt e d

B y T o m a

A A 1_ tt l.

d g n

F il e

D a te

SURFACE LAYER TYPES

5-100

9-180

WI ERFO FS 2016-1(3)

PROJECT

PLANS PREPARED FOR

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

U.S. Department of Transportation

Administration

Federal Highway

NOVEMBER, 2018

K01

1-800-252-8511

Dead Horse Trail T13 Plan

Reviewer - Forest Engineer Reviewer - District Ranger Reviewer - Regional Bridge Engineer

Approval - Regional Director of Engineering

FS 189 S3 Stream Profile

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline C L

E=electrical, FO=fiber optics SD=storm drain, T=telephone, W=water G=gas, O=oil, P=power, SS=sanitary sewer, UNDERGROUND UTILITIES

Concrete Pavement

GACPGyratory Mix, Asphalt

Gage(gauge) ga.

Galvanized galv.

Expansion joint exp. jt.

Excavation exc.

ESALEquivalent Single Axle Load

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

North N

Normal crown NC or NCR

Nominal Max. Size Aggregate NMSA

FR

A02

ABBREVIATIONS

SYMBOLS AND

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

DITCH

TURBIDITY CURTAINS

SURVEY BENCHMARK

RIPRAP

WETLAND

FIBER ROLL

NORTH COUNTRY TRAILNCT

CORRUGATED METAL PIPE ARCH CULVERTCMPAC

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

NATIONAL FOREST

CHEQUAMEGON-NICOLET

WI WI ERFO FS 2016-1(3)

P lo tt

T o m a

A A E

F L

H D s y m .d g n

F il e

D a te

ROUTE NAME Station Limits Description

Repair pedestrian trail

Reset pedestrian bridge

240+00 to 249+23

320+00 to 322+24

140+00 to 141+19

130+00 to 135+50

120+00 to 128+63

230+00 to 232+08

280+00 to 281+82

310+00 to 312+34

290+00 to 291+96

300+00 to 301+54

Replace pedestrian bridge

Replace pedestrian bridge

Replace pedestrian bridge

Replace pedestrian bridge

FS 189 B5

FS 194 B1

FS 196 B6

FS 371 S12

FS 377 B3

NCT T3

NCT T4

NCT T5

NCT T7

NCT T8

NCT T9

NCT T11

NCT T12

NCT T14

NCT T16

FS 189 S3 70+00 to 80+19

NCT T10

270+00 to 271+72

N

52.50

Scale in Miles

A03

LOCATION MAP

FS 377 B3

Staging Area, Gravel Pit on FR 202

FS 189 S3

FS 189 B5

Staging Area, Gravel Pit off of GG at FR 193

FS 196 B6

FS 194 B1

Staging Area, Taylor Lake

NCT 100 T16

FS 371 S12

NCT 100 T3

NCT 100 T4

NCT 100 T5

NCT 100 T14

NCT 100 T12

NCT 100 T11

NCT 100 T10

NCT 100 T9

NCT 100 T8

NCT 100 T7

Remove pedestrian trail culvert

DEAD HORSE TRAIL T13

DEAD HORSE TRAIL T13

Replace pedestrian trail culvert

Repair pedestrian trail

Repair pedestrian trail

Repair pedestrian trail

Install concrete open bottom arch culvert

Replace bridge, reconstruct road

Replace bridge, reconstruct road

Replace riprap

Repair bridge, replace riprap

Replace pedestrian trail culvert

Construct bridge, reconstruct road and FS 173, southeast of Clam Lake.

Additional staging site located at the intersection of FS 792 3.

Contractor may use closed roads as a staging area.2.

Contractor may use the specified pre-approved staging areas.1.

NOTES:

Lattitude Longitude

46.34365

46.2459 -90.9440

46.30761

46.30605 -90.9350

46.3054 -90.9309

46.31537 -90.7196

46.3157 -90.71965

46.31798 -90.722933

46.3235 -90.7673

46.32228 -90.76625

-90.81057

46.31764 -90.860861

46.30603 -90.881306

46.3278

46.3316

46.20600

-90.82196

46.28458 -90.93167

46.31497 -91.13971

-91.0392

-90.8419

46.3206 -90.7183

-91.0341

Structure Number Feature Crossing

090202000001025

091302000032391

090204000001022

091302000032390

091302000032392

Whiskey Creek

Eighteen Mile Creek

Twenty Mile Creek

091302000032394

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

NATIONAL FOREST

CHEQUAMEGON-NICOLET

WI WI ERFO FS 2016-1(3)

P lo tt a lu n k a lm

A m a p .d g n

F il e

D a

Date : May, June, July 2018 Geoid Model : GI2A-WI Vert. Datum : NAVD88 (2012) Hor. Datum : NAD 1983 (2011) Zone : Wisoncsin North 4801 Coordinate System : US State Plane 1983 (2011)

PROJECT COORDINATE SYSTEM

A04

SURVEY INFORMATION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

NATIONAL FOREST

CHEQUAMEGON-NICOLET

WI WI ERFO FS 2016-1(3)

P lo tt

T o m a

A A s u r v e y in f o r m a ti o n .d g n

F il e

D a

Course from PT 377B3_9 to PC 377B3_10 N 80° 21' 35.6" E Dist 169.13 Chord Bear = N 84° 51' 04.3" E Ahead = N 80° 21' 35.6" E Back = N 89° 20' 33.0" E C.C. N 425,763.51 E 1,705,618.74 P.T. Station 121+07.29 N 425,098.04 E 1,705,731.77 P.C. Station 120+01.47 N 425,088.55 E 1,705,626.48 Mid. Ord. = 2.07 Long Chord = 105.72 External = 2.08 Radius = 675.00 Length = 105.82 Tangent = 53.02 Degree = 8° 29' 17.7" Delta = 8° 58' 57.3" (LT) P.I. Station 120+54.49 N 425,089.16 E 1,705,679.50 Curve 377B3_9 Curve Data Course from 5 to PC 377B3_9 N 89° 20' 33.0" E Dist 1.47 Point 5 N 425,088.53 E 1,705,625.01 Sta 120+00.00

Beginning Chain FS 377 B3 description

Point 14 N 409,489.68 E 1,733,002.45 Sta 249+23.39 Course from PT 194B1_3 to 14 N 9° 53' 43.1" W Dist 18.69 Chord Bear = N 0° 56' 23.4" W Ahead = N 9° 53' 43.1" W Back = N 8° 00' 56.4" E C.C. N 409,385.35 E 1,732,513.10 P.T. Station 249+04.70 N 409,471.27 E 1,733,005.66 P.C. Station 247+48.40 N 409,315.63 E 1,733,008.21 Mid. Ord. = 6.10 Long Chord = 155.67 External = 6.17 Radius = 500.00 Length = 156.30 Tangent = 78.79 Degree = 11° 27' 33.0" Delta = 17° 54' 39.4" (LT) P.I. Station 248+27.19 N 409,393.65 E 1,733,019.20 Curve 194B1_3 Curve Data

Course from PT 194B1_2 to PC 194B1_3 N 8° 00' 56.4" E Dist 349.04 Chord Bear = N 7° 41' 36.5" E Ahead = N 8° 00' 56.4" E Back = N 7° 22' 16.7" E C.C. N 408,900.27 E 1,733,454.66 P.T. Station 243+99.36 N 408,969.99 E 1,732,959.54 P.C. Station 243+93.74 N 408,964.42 E 1,732,958.79 Mid. Ord. = 0.01 Long Chord = 5.62 External = 0.01 Radius = 500.00 Length = 5.62 Tangent = 2.81 Degree = 11° 27' 33.0" Delta = 0° 38' 39.7" (RT) P.I. Station 243+96.55 N 408,967.21 E 1,732,959.15 Curve 194B1_2 Curve Data

Course from PT 194B1 1 to PC 194B1 2 N 7° 22' 16.7" E Dist 245.43 Chord Bear = N 7° 41' 01.3" E Ahead = N 7° 22' 16.7" E Back = N 7° 59' 46.0" E C.C. N 408,849.32 E 1,731,935.57 P.T. Station 241+48.31 N 408,721.02 E 1,732,927.30 P.C. Station 241+37.40 N 408,710.21 E 1,732,925.84 Mid. Ord. = 0.01 Long Chord = 10.90 External = 0.01 Radius = 1,000.00 Length = 10.90 Tangent = 5.45 Degree = 5° 43' 46.5" Delta = 0° 37' 29.2" (LT) P.I. Station 241+42.85 N 408,715.61 E 1,732,926.60 Curve 194B1 1 Curve Data

Course from 13 to PC 194B1 1 N 7° 59' 46.0" E Dist 137.40 Point 13 N 408,574.15 E 1,732,906.73 Sta 240+00.00

Beginning Chain FS 194 B1 description

Course from PT 189B5_2 to PC 189B5_3 N 69° 33' 22.5" E Dist 98.07 Chord Bear = N 70° 53' 49.6" E Ahead = N 69° 33' 22.5" E Back = N 72° 14' 16.8" E C.C. N 430,713.69 E 1,760,686.57 P.T. Station 320+93.46 N 430,245.18 E 1,760,861.21 P.C. Station 320+70.06 N 430,237.52 E 1,760,839.10 Mid. Ord. = 0.14 Long Chord = 23.40 External = 0.14 Radius = 500.00 Length = 23.40 Tangent = 11.70 Degree = 11° 27' 33.0" Delta = 2° 40' 54.3" (LT) P.I. Station 320+81.76 N 430,241.09 E 1,760,850.25 Curve 189B5_2 Curve Data

Course from PT 189B5_1 to PC 189B5_2 N 72° 14' 16.8" E Dist 4.33 Chord Bear = N 70° 38' 25.3" E Ahead = N 72° 14' 16.8" E Back = N 69° 02' 33.8" E C.C. N 429,760.03 E 1,760,987.51 P.T. Station 320+65.73 N 430,236.20 E 1,760,834.98 P.C. Station 320+37.84 N 430,226.96 E 1,760,808.67 Mid. Ord. = 0.19 Long Chord = 27.88 External = 0.19 Radius = 500.00 Length = 27.88 Tangent = 13.95 Degree = 11° 27' 33.0" Delta = 3° 11' 43.0" (RT) P.I. Station 320+51.79 N 430,231.94 E 1,760,821.70 Curve 189B5_1 Curve Data

Course from 26 to PC 189B5_1 N 69° 02' 33.8" E Dist 37.84 Point 26 N 430,213.42 E 1,760,773.33 Sta 320+00.00

Beginning Chain FS 189 B5 description

Point 4 N 425,218.62 E 1,706,477.01 Sta 128+62.62 Course from PT 377B3_11 to 4 N 83° 31' 33.7" E Dist 191.63 Chord Bear = N 81° 14' 45.9" E Ahead = N 83° 31' 33.7" E Back = N 78° 57' 58.1" E C.C. N 423,706.58 E 1,706,455.73 P.T. Station 126+70.99 N 425,197.01 E 1,706,286.61 P.C. Station 125+51.61 N 425,178.85 E 1,706,168.65 Mid. Ord. = 1.19 Long Chord = 119.35 External = 1.19 Radius = 1,500.00 Length = 119.38 Tangent = 59.72 Degree = 3° 49' 11.0" Delta = 4° 33' 35.6" (RT) P.I. Station 126+11.33 N 425,190.28 E 1,706,227.27 Curve 377B3_11 Curve Data

Course from PT 377B3_10 to 6 N 78° 57' 36.4" E Dist 169.64 Chord Bear = N 79° 39' 36.0" E Ahead = N 78° 57' 36.4" E Back = N 80° 21' 35.6" E C.C. N 425,791.83 E 1,705,785.48 P.T. Station 122+92.91 N 425,129.32 E 1,705,914.73 P.C. Station 122+76.42 N 425,126.36 E 1,705,898.51 Mid. Ord. = 0.05 Long Chord = 16.49 External = 0.05 Radius = 675.00 Length = 16.49 Tangent = 8.25 Degree = 8° 29' 17.7" Delta = 1° 23' 59.3" (LT) P.I. Station 122+84.67 N 425,127.74 E 1,705,906.64 Curve 377B3_10 Curve Data

Course from PT 371S12_2 to PC 371S12_3 N 89° 44' 31.6" E Dist 133.84 Chord Bear = N 85° 26' 25.9" E Ahead = N 89° 44' 31.6" E Back = N 81° 08' 20.2" E C.C. N 420,568.17 E 1,680,491.58 P.T. Station 132+40.84 N 420,838.17 E 1,680,490.36 P.C. Station 132+00.30 N 420,834.95 E 1,680,449.99 Mid. Ord. = 0.76 Long Chord = 40.50 External = 0.76 Radius = 270.00 Length = 40.54 Tangent = 20.31 Degree = 21° 13' 14.4" Delta = 8° 36' 11.4" (RT) P.I. Station 132+20.60 N 420,838.08 E 1,680,470.05 Curve 371S12_2 Curve Data

Course from PT 371S12_1 to PC 371S12_2 N 81° 08' 20.2" E Dist 18.13 Chord Bear = N 88° 03' 24.3" E Ahead = N 81° 08' 20.2" E Back = S 85° 01' 31.5" E C.C. N 421,523.80 E 1,680,324.25 P.T. Station 131+82.17 N 420,832.15 E 1,680,432.08 P.C. Station 130+13.13 N 420,826.44 E 1,680,263.55 Mid. Ord. = 5.10 Long Chord = 168.62 External = 5.13 Radius = 700.00 Length = 169.03 Tangent = 84.93 Degree = 8° 11' 06.4" Delta = 13° 50' 08.3" (LT) P.I. Station 130+98.06 N 420,819.07 E 1,680,348.16 Curve 371S12_1 Curve Data

Course from 7 to PC 371S12_1 S 85° 01' 31.5" E Dist 13.13 Point 7 N 420,827.58 E 1,680,250.47 Sta 130+00.00 Chain 371S12 description

Beginning Chain FS 371 S12 description

Point 10 N 394,991.77 E 1,729,752.78 Sta 141+19.32

Course from 9 to 10 S 87° 11' 39.4" E Dist 119.32

Point 9 N 394,997.61 E 1,729,633.60 Sta 140+00.00

Beginning Chain FS 196 B6 description

Point 27 N 430,291.25 E 1,760,983.03 Sta 322+23.70

Course from PT 189B5_3 to 27 N 68° 12' 18.4" E Dist 20.37

Chord Bear = N 68° 52' 50.4" E Ahead = N 68° 12' 18.4" E Back = N 69° 33' 22.5" E C.C. N 430,747.94 E 1,760,778.47 P.T. Station 322+03.33 N 430,283.68 E 1,760,964.11 P.C. Station 321+91.54 N 430,279.43 E 1,760,953.11 Mid. Ord. = 0.03 Long Chord = 11.79 External = 0.03 Radius = 500.00 Length = 11.79 Tangent = 5.90 Degree = 11° 27' 33.0" Delta = 1° 21' 04.0" (LT) P.I. Station 321+97.43 N 430,281.49 E 1,760,958.64 Curve 189B5_3 Curve Data

A05

SHEET 1 OF 4

INFORMATION

HORIZONTAL ALIGNMENT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

NATIONAL FOREST

CHEQUAMEGON-NICOLET

WI WI ERFO FS 2016-1(3)

P lo tt

T o m a

A A a li g n m e n t d a ta .d g n

F il e

D a

Course from PT 100T3_9 to PC 100T3_10 N 28° 36' 23.9" E Dist 7.55 Chord Bear = N 24° 13' 16.6" E Ahead = N 28° 36' 23.9" E Back = N 19° 50' 09.4" E C.C. N 417,691.59 E 1,707,192.76 P.T. Station 230+73.54 N 417,715.53 E 1,707,148.87 P.C. Station 230+65.88 N 417,708.56 E 1,707,145.73 Mid. Ord. = 0.15 Long Chord = 7.65 External = 0.15 Radius = 50.00 Length = 7.65 Tangent = 3.83 Degree = 114° 35' 29.6" Delta = 8° 46' 14.5" (RT) P.I. Station 230+69.72 N 417,712.16 E 1,707,147.03 Curve 100T3_9 Curve Data

Course from PT 100T3_8 to PC 100T3_9 N 19° 50' 09.4" E Dist 4.82

Chord Bear = N 31° 26' 46.6" E Ahead = N 19° 50' 09.4" E Back = N 43° 03' 23.9" E C.C. N 417,720.99 E 1,707,097.06 P.T. Station 230+61.07 N 417,704.03 E 1,707,144.10 P.C. Station 230+40.80 N 417,686.86 E 1,707,133.60 Mid. Ord. = 1.02 Long Chord = 20.13 External = 1.04 Radius = 50.00 Length = 20.26 Tangent = 10.27 Degree = 114° 35' 29.6" Delta = 23° 13' 14.5" (LT) P.I. Station 230+51.08 N 417,694.36 E 1,707,140.61 Curve 100T3_8 Curve Data

Course from PT 100T3_7 to PC 100T3_8 N 43° 03' 23.9" E Dist 5.59 Chord Bear = N 27° 35' 01.9" E Ahead = N 43° 03' 23.9" E Back = N 12° 06' 39.9" E C.C. N 417,648.63 E 1,707,166.31 P.T. Station 230+35.21 N 417,682.77 E 1,707,129.78 P.C. Station 230+08.21 N 417,659.12 E 1,707,117.43 Mid. Ord. = 1.81 Long Chord = 26.68 External = 1.88 Radius = 50.00 Length = 27.01 Tangent = 13.84 Degree = 114° 35' 29.6" Delta = 30° 56' 43.9" (RT) P.I. Station 230+22.05 N 417,672.66 E 1,707,120.33 Curve 100T3_7 Curve Data

Course from 11 to PC 100T3_7 N 12° 06' 39.9" E Dist 8.21 Point 11 N 417,651.10 E 1,707,115.70 Sta 230+00.00

Beginning chain 100 T3 description

Point 9 N 426,226.20 E 1,756,142.54 Sta 80+18.89

Course from PT 189S3_4 to 9 31° 54' 18.6" Dist 2.23

Chord Bear = 40° 26' 41.0" Ahead = 31° 54' 18.6" Back = 48° 59' 03.4" C.C. N 426,594.26 E 1,755,547.11 P.T. Station 80+16.66 N 426,224.30 E 1,756,141.36 P.C. Station 78+08.00 N 426,066.09 E 1,756,006.50 Mid. Ord. = 7.76 Long Chord = 207.89 External = 7.85 Radius = 700.00 Length = 208.66 Tangent = 105.11 Degree = 8° 11' 06.4" Delta = 17° 04' 44.8" (LT) P.I. Station 79+13.11 N 426,135.07 E 1,756,085.80 Curve 189S3_4 Curve Data

Course from PT 189S3_3 to PC 189S3_4 48° 59' 03.4" Dist 267.33

Chord Bear = 50° 29' 36.3" Ahead = 48° 59' 03.4" Back = 52° 00' 09.2" C.C. N 427,399.71 E 1,754,492.25 P.T. Station 75+40.66 N 425,890.65 E 1,755,804.78 P.C. Station 74+35.31 N 425,823.63 E 1,755,723.51 Mid. Ord. = 0.69 Long Chord = 105.34 External = 0.69 Radius = 2,000.00 Length = 105.36 Tangent = 52.69 Degree = 2° 51' 53.2" Delta = 3° 01' 05.7" (LT) P.I. Station 74+88.00 N 425,856.07 E 1,755,765.03 Curve 189S3_3 Curve Data

Course from PT 189S3_2 to PC 189S3_3 52° 00' 09.2" Dist 35.57

Chord Bear = 50° 52' 20.9" Ahead = 52° 00' 09.2" Back = 49° 44' 32.6" C.C. N 424,225.65 E 1,756,926.72 P.T. Station 73+99.73 N 425,801.73 E 1,755,695.47 P.C. Station 73+20.84 N 425,751.95 E 1,755,634.27 Mid. Ord. = 0.39 Long Chord = 78.89 External = 0.39 Radius = 2,000.00 Length = 78.89 Tangent = 39.45 Degree = 2° 51' 53.2" Delta = 2° 15' 36.6" (RT) P.I. Station 73+60.29 N 425,777.44 E 1,755,664.38 Curve 189S3_2 Curve Data

Course from PT 189S3_1 to PC 189S3_2 49° 44' 32.6" Dist 166.00

Chord Bear = 45° 58' 35.9" Ahead = 49° 44' 32.6" Back = 42° 12' 39.3" C.C. N 425,034.15 E 1,756,024.57 P.T. Station 71+54.83 N 425,644.67 E 1,755,507.59 P.C. Station 70+49.67 N 425,571.64 E 1,755,432.03 Mid. Ord. = 1.73 Long Chord = 105.08 External = 1.73 Radius = 800.00 Length = 105.16 Tangent = 52.66 Degree = 7° 09' 43.1" Delta = 7° 31' 53.2" (RT) P.I. Station 71+02.33 N 425,610.64 E 1,755,467.40 Curve 189S3_1

Course from 8 to PC 189S3_1 42° 12' 39.3" Dist 49.67

Point 8 N 425,534.85 E 1,755,398.65 Sta 70+00.00

Beginning chain 189S3 description

8 CUR 189S3_1 CUR 189S3_2 CUR 189S3_3 CUR 189S3_4 9

Chain 189S3 contains:

<* 4 Describe Chain 189S3

Point 8 N 420,795.99 E 1,680,792.86 Sta 135+50.24 Course from PT 371S12 3 to 8 S 67° 08' 29.1" E Dist 44.44 Chord Bear = S 78° 41' 58.7" E Ahead = S 67° 08' 29.1" E Back = N 89° 44' 31.6" E C.C. N 420,513.77 E 1,680,625.66 P.T. Station 135+05.80 N 420,813.25 E 1,680,751.91 P.C. Station 133+74.67 N 420,838.77 E 1,680,624.20 Mid. Ord. = 6.59 Long Chord = 130.24 External = 6.73 Radius = 325.00 Length = 131.12 Tangent = 66.47 Degree = 17° 37' 46.1" Delta = 23° 06' 59.3" (RT) P.I. Station 134+41.14 N 420,839.07 E 1,680,690.66 Curve 371S12 3

Point 12 N 417,842.97 E 1,707,187.83 Sta 232+07.54 Course from PT 100T3_12 to 12 N 12° 23' 34.1" E Dist 32.15 Chord Bear = N 21° 42' 07.0" E Ahead = N 12° 23' 34.1" E Back = N 31° 00' 39.8" E C.C. N 417,833.03 E 1,707,083.26 P.T. Station 231+75.39 N 417,811.57 E 1,707,180.93 P.C. Station 231+42.89 N 417,781.51 E 1,707,168.96 Mid. Ord. = 1.32 Long Chord = 32.35 External = 1.33 Radius = 100.00 Length = 32.49 Tangent = 16.39 Degree = 57° 17' 44.8" Delta = 18° 37' 05.7" (LT) P.I. Station 231+59.29 N 417,795.56 E 1,707,177.41 Curve 100T3_12 Curve Data

Course from PT 100T3_11 to PC 100T3_12 N 31° 00' 39.8" E Dist 0.80 Chord Bear = N 22° 05' 13.0" E Ahead = N 31° 00' 39.8" E Back = N 13° 09' 46.2" E C.C. N 417,767.94 E 1,707,189.98 P.T. Station 231+42.09 N 417,780.82 E 1,707,168.55 P.C. Station 231+34.30 N 417,773.63 E 1,707,165.63 Mid. Ord. = 0.30 Long Chord = 7.76 External = 0.31 Radius = 25.00 Length = 7.79 Tangent = 3.93 Degree = 229° 10' 59.2" Delta = 17° 50' 53.6" (RT) P.I. Station 231+38.23 N 417,777.46 E 1,707,166.53 Curve 100T3_11 Curve Data

Course from PT 100T3_10 to PC 100T3_11 N 13° 09' 46.2" E Dist 45.13 Chord Bear = N 20° 53' 05.0" E Ahead = N 13° 09' 46.2" E Back = N 28° 36' 23.9" E C.C. N 417,736.52 E 1,707,126.14 P.T. Station 230+89.17 N 417,729.69 E 1,707,155.36 P.C. Station 230+81.09 N 417,722.16 E 1,707,152.48 Mid. Ord. = 0.27 Long Chord = 8.06 External = 0.27 Radius = 30.00 Length = 8.09 Tangent = 4.07 Degree = 190° 59' 09.4" Delta = 15° 26' 37.7" (LT) P.I. Station 230+85.16 N 417,725.73 E 1,707,154.43 Curve 100T3_10

A06

SHEET 2 OF 4

INFORMATION

HORIZONTAL ALIGNMENT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

NATIONAL FOREST

CHEQUAMEGON-NICOLET

WI WI ERFO FS 2016-1(3)

P lo tt

T o m a

A A a li g n m e n t d a ta .d g n

F il e

D a

Point 23 N 416,745.72 E 1,745,839.34 Sta 301+54.21

Course from PT 100T16_6 to 23 N 36° 43' 39.6" E Dist 36.86

Chord Bear = N 74° 00' 19.3" E Ahead = N 36° 43' 39.6" E Back = S 68° 43' 01.1" E C.C. N 416,722.16 E 1,745,809.28 P.T. Station 301+17.35 N 416,716.17 E 1,745,817.29 P.C. Station 301+04.34 N 416,712.84 E 1,745,805.65 Mid. Ord. = 2.04 Long Chord = 12.11 External = 2.57 Radius = 10.00 Length = 13.01 Tangent = 7.61 Degree = 572° 57' 28.1" Delta = 74° 33' 19.3" (LT) P.I. Station 301+11.95 N 416,710.07 E 1,745,812.74 Curve 100T16_6 Curve Data

Course from PT 100T16_5 to PC 100T16_6 S 68° 43' 01.1" E Dist 44.14 Chord Bear = S 77° 32' 21.6" E Ahead = S 68° 43' 01.1" E Back = S 86° 21' 42.2" E C.C. N 416,705.56 E 1,745,755.44 P.T. Station 300+60.20 N 416,728.86 E 1,745,764.52 P.C. Station 300+52.50 N 416,730.51 E 1,745,757.03 Mid. Ord. = 0.30 Long Chord = 7.67 External = 0.30 Radius = 25.00 Length = 7.70 Tangent = 3.88 Degree = 229° 10' 59.2" Delta = 17° 38' 41.1" (RT) P.I. Station 300+56.38 N 416,730.27 E 1,745,760.90 Curve 100T16_5 Curve Data

Course from PT 100T16_4 to PC 100T16_5 S 86° 21' 42.2" E Dist 14.83 Chord Bear = N 77° 44' 03.5" E Ahead = S 86° 21' 42.2" E Back = N 61° 49' 49.3" E C.C. N 416,721.47 E 1,745,741.60 P.T. Station300+37.67 N 416,731.45 E 1,745,742.23 P.C. Station300+32.12 N 416,730.29 E 1,745,736.87 Mid. Ord. = 0.38 Long Chord = 5.48 External = 0.40 Radius = 10.00 Length = 5.55 Tangent = 2.85 Degree = 572° 57' 28.1" Delta = 31° 48' 28.5" (RT) P.I. Station300+34.97 N 416,731.63 E 1,745,739.39 Curve 100T16_4 Curve Data

Course from 22 to PC 100T16_4 N 61° 49' 49.3" E Dist 32.12 Point 22 N 416,715.13 E 1,745,708.56 Sta 300+00.00

Beginning chain 100 T16 description

Point 21 N 422,296.97 E 1,774,994.72 Sta 291+95.69

Course from PT 100T12_15 to 21 N 68° 03' 19.0" E Dist 5.52

Chord Bear = N 72° 56' 52.8" E Ahead = N 68° 03' 19.0" E Back = N 77° 50' 26.6" E C.C. N 422,332.00 E 1,774,974.65 P.T. Station 291+90.17 N 422,294.90 E 1,774,989.60 P.C. Station 291+83.34 N 422,292.90 E 1,774,983.07 Mid. Ord. = 0.15 Long Chord = 6.82 External = 0.15 Radius = 40.00 Length = 6.83 Tangent = 3.42 Degree = 143° 14' 22.0" Delta = 9° 47' 07.5" (LT) P.I. Station 291+86.76 N 422,293.62 E 1,774,986.42 Curve 100T12_15

Course from PT 100T12_14 to PC 100T12_15 N 77° 50' 26.6" E Dist 1.96

Chord Bear = S 87° 02' 13.3" E Ahead = N 77° 50' 26.6" E Back = S 71° 54' 53.2" E C.C. N 422,341.37 E 1,774,970.62 P.T. Station 291+81.37 N 422,292.49 E 1,774,981.15 P.C. Station 291+54.98 N 422,293.84 E 1,774,955.10 Mid. Ord. = 1.73 Long Chord = 26.09 External = 1.79 Radius = 50.00 Length = 26.39 Tangent = 13.51 Degree = 114° 35' 29.6" Delta = 30° 14' 40.2" (LT) P.I. Station 291+68.49 N 422,289.64 E 1,774,967.95 Curve 100T12_14 Curve Data

Course from PT 100T12_13 to PC 100T12_14 S 71° 54' 53.2" E Dist 27.50

Chord Bear = S 76° 25' 44.4" E Ahead = S 71° 54' 53.2" E Back = S 80° 56' 35.6" E C.C. N 422,273.86 E 1,774,919.65 P.T. Station 291+27.48 N 422,302.37 E 1,774,928.96 P.C. Station 291+22.75 N 422,303.48 E 1,774,924.37 Mid. Ord. = 0.09 Long Chord = 4.72 External = 0.09 Radius = 30.00 Length = 4.73 Tangent = 2.37 Degree = 190° 59' 09.4" Delta = 9° 01' 42.4" (RT) P.I. Station 291+25.12 N 422,303.11 E 1,774,926.71 Curve 100T12_13 Curve Data

Course from PT 100T12_12 to PC 100T12_13 S 80° 56' 35.6" E Dist 39.84

Chord Bear = S 49° 15' 38.3" E Ahead = S 80° 56' 35.6" E Back = S 17° 34' 40.9" E C.C. N 422,314.69 E 1,774,885.82 P.T. Station 290+82.92 N 422,309.75 E 1,774,885.03 P.C. Station 290+77.39 N 422,313.18 E 1,774,881.05 Mid. Ord. = 0.75 Long Chord = 5.25 External = 0.88 Radius = 5.00 Length = 5.53 Tangent = 3.09 Degree = 1145° 54' 56.1" Delta = 63° 21' 54.6" (LT) P.I. Station 290+80.47 N 422,310.24 E 1,774,881.98 Curve 100T12_12 Curve Data

Course from PT 100T12_11 to PC 100T12_12 S 17° 34' 40.9" E Dist 27.11

Chord Bear = S 24° 21' 24.5" E Ahead = S 17° 34' 40.9" E Back = S 31° 08' 08.0" E C.C. N 422,323.93 E 1,774,825.20 P.T. Station 290+50.28 N 422,339.03 E 1,774,872.86 P.C. Station 290+38.45 N 422,349.78 E 1,774,868.00 Mid. Ord. = 0.35 Long Chord = 11.80 External = 0.35 Radius = 50.00 Length = 11.83 Tangent = 5.94 Degree = 114° 35' 29.6" Delta = 13° 33' 27.0" (RT) P.I. Station 290+44.39 N 422,344.69 E 1,774,871.07 Curve 100T12_11 Curve Data

Course from 20 to PC 100T12_11 S 31° 08' 08.0" E Dist 38.45

Point 20 N 422,382.69 E 1,774,848.12 Sta 290+00.00

Beginning chain 100T12 description

Course from PT 100T4_10 to PC 100T4_11 S 60° 27' 06.3" E Dist 12.02

Chord Bear = S 73° 54' 58.0" E Ahead = S 60° 27' 06.3" E Back = S 87° 22' 49.8" E C.C. N 416,861.42 E 1,732,214.25 P.T. Station 271+14.87 N 416,865.77 E 1,732,216.72 P.C. Station 271+12.52 N 416,866.41 E 1,732,214.48 Mid. Ord. = 0.14 Long Chord = 2.33 External = 0.14 Radius = 5.00 Length = 2.35 Tangent = 1.20 Degree = 1145° 54' 56.1" Delta = 26° 55' 43.5" (RT) P.I. Station 271+13.72 N 416,866.36 E 1,732,215.68 Curve 100T4_10 Curve Data

Course from PT 100T4_9 to PC 100T4_10 S 87° 22' 49.8" E Dist 30.97

Chord Bear = N 84° 29' 26.7" E Ahead = S 87° 22' 49.8" E Back = N 76° 21' 43.1" E C.C. N 416,847.85 E 1,732,182.63 P.T. Station 270+81.55 N 416,867.83 E 1,732,183.54 P.C. Station 270+75.88 N 416,867.29 E 1,732,177.91 Mid. Ord. = 0.20 Long Chord = 5.66 External = 0.20 Radius = 20.00 Length = 5.67 Tangent = 2.86 Degree = 286° 28' 44.0" Delta = 16° 15' 27.1" (RT) P.I. Station 270+78.73 N 416,867.96 E 1,732,180.69 Curve 100T4_9 Curve Data

Course from PT 100T4_8 to PC 100T4_9 N 76° 21' 43.1" E Dist 8.45

Chord Bear = S 88° 24' 59.2" E Ahead = N 76° 21' 43.1" E Back = S 73° 11' 41.6" E C.C. N 416,962.47 E 1,732,146.12 P.T. Station 270+67.42 N 416,865.29 E 1,732,169.70 P.C. Station 270+14.29 N 416,866.74 E 1,732,117.20 Mid. Ord. = 3.51 Long Chord = 52.51 External = 3.64 Radius = 100.00