Plans_-_WI_ERFO_FS_2016-1(5).pdf

INDEX TO SHEETS

PLANS FOR PROPOSED

Project Manager Lead Designer

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF AGRICULTURE

U.S. FOREST SERVICE

NATIONAL FOREST

CHEQUAMEGON-NICOLET

RECONSTRUCTION OF DAMAGED ROADWAY SECTIONS

REPLACEMENT OF PIPE CULVERTS AND

SAWYER, ASHLAND, AND BAYFIELD COUNTIES, WISCONSIN

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

DESCRIPTION

SHEET

NO

A01

A02

A03

B01

D01-D22

T01-T11

Horizontal Alignment Information

N01 Temporary Traffic Control Narrative

SPECIFICATIONS:

ADT (2017)

ADT (2047)

DHV

%Truck

D

V (MPH)

50/50

DESIGN DESIGNATION:

e(max) 8%

C/A None

<1%

ROUTE NAME WIDTH

Surface 28'

Surface 22'

Surface 19'

Surface 18'

Surface 20'

Surface 20'

Surface 20'

Surface 15'

Surface 16'

Surface

Surface 19'

Surface 20'

Surface 16'

Surface 18'

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.9 Miles LANE MILES: 1.8 Miles

CHEQUAMEGON-NICOLET NATIONAL FOREST

FS 198

FS 199

FS 202

FS 344

FS 371

FS 378

FS 379

FS 390

FS 622

FS 1730

Surface 15'

Surface 20'

Surface 20'

Surface 11'

Highway Projects", FP-14.

"Standard Specifications for Construction of Roads and Bridges on Federal

DISASTER No. WI2016-1-FS

WI A01

N

MILWAUKEE

EAU CLAIRE

DULUTH

APPLETON

DUBUQUE

MADISON

LAKE MICHIGAN

LAKE SUPERIOR

MINNESOTA

WISCONSIN

IOWA

MICHIGAN

LAKE SUPERIOR

BAY

GREEN

53 63

STATE OF WISCONSIN

KEY MAP

0 50 100

SCALE IN MILES

WSP USAMichael Tessitore

U01-U14

V01-V14

M01

Culvert Plan and Profiles

16.5'

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

6" aggregate surface

FS 376

Base 19'+/- 8" aggregate base

FS 191

Base 22'+/- 8" aggregate base

PROJECT WI ERFO FS 2016-1(5)

WI ERFO FS 2016-1(5)

FS 378 C29A Cross Sections

K01-K22

A06-A12

D

Gg

Gg

C

M

Plans and Profiles

M02-M14 Erosion Control Plans

FS 199 S7 W17 Cross Sections

FS 199 W19 Cross Sections

C01-C04

Survey InformationA04-A05

B02 Geocell Wall Typical Section

W01-W06 Geocell Wall A Cross Sections

GACP - 3/8" NMSA, 4-inch depth

E01-E02 Geocell Wall Plans and Profiles

S01-S22

2016-1(5)

WI ERFO FS

PROJECT

Tabulation of Quantities, Summaries and Schedules

Standards and Details

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 construction, and other miscellaneous work roadway surface aggregate, drainage, riprap, geocell wall

Roadway excavation and grading, aggregate base, asphalt paving, Erosion and Sediment Control Narrative

5-100

9-180

Surface 22' 6" aggregate surfaceFS 187

TRAIL D

Surface 6" aggregate surface

SURFACE LAYER TYPE

9' +/-

GACP - 3/8" NMSA, 4-inch depth PLANS PREPARED FOR

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

U.S. Department of Transportation

Administration

Federal Highway

NOVEMBER, 2018

N

2016-1(5)

PROJECT WI ERFO FS

1-800-252-8511

FS 189 Surface 16' 6" aggregate surface

6" aggregate surfaceSurface 14'

Surface 6" aggregate surface9'

X01-X05 Geocell Wall B Cross Sections

TRAIL RTE. 90

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

Approval - Regional Director of Engineering

SCALE IN MILES

0 2010

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

A02

ABBREVIATIONS

SYMBOLS AND

FR

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

DITCH

SURVEY BENCHMARK

SLOPE PAVING

WETLAND

FIBER ROLL

INDICATES STATIONING FOR TAILWATER SECTIONT35+00

INDICATES STATIONING FOR STREAM ALIGNMENTS35+00

INDICATES STATIONING FOR ROADWAY ALIGNMENT35+00

CORRUGATED STRUCTURAL PLATE PIPE ARCH CULVERTCSPPAC

CORRUGATED STRUCTURAL PLATE PIPE CULVERTCSPPC

CORRUGATED METAL PIPE ARCH CULVERTCMPAC

CORRUGATED METAL PIPE CULVERTCMPC

STATE PROJECT

NATIONAL FOREST

CHEQUAMEGON-NICOLET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

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

N

52.50

Scale in Miles

FS 191

FS 191

FS 198

FS 199

FS 199

FS 202

FS 202

FS 344

FS 344

FS 371

FS 376

FS 378

FS 199

FS 191

FS 191

FS 199

FS 187

FS 199

FS 378

FS 378

FS 379

FS 390

FS 622

FS 1730

Trail D

FS 189

Station Limits Description

340+00 to 354+74

20+00 to 25+30

180+00 to 183+09

100+00 to 102+96

110+00 to 113+40

330+00 to 336+02

30+00 to 33+20

10+00 to 13+93

80+00 to 84+09

160+00 to 163+09

220+00 to 223+96

150+00 to 155+98

190+00 to 193+15

200+00 to 208+99

210+00 to 213+72

250+00 to 256+49

90+00 to 92+77

40+00 to 43+52

Location W41 - Recondition ditch, pave roadway

Lattitude Longitude

NAME

ROUTE

Loc.

No.

Sheet

FS 187 5.1 46.3406 -90.8602 D11

C8 -90.803 K2246.349

W5 -90.799 D2246.349

W6 -90.803 D2246.349

-90.813 D2246.348

-90.307 D2246.350

-90.825 D2246.341

-90.827 D2246.340

W7

W17B

W18B

W20B -90.834 D2246.337

-90.841 D2246.333

FS 189 -90.840 D2246.334

W21B

W22B

-90.844 D2246.330C1B

-90.821 D2246.343B5A

W19B

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

FS 189

A03

LOCATION MAP

FS 371

FS 376

FS 378

S19

S13

S14

46.3210 -91.1780

46.3100 -91.13306

46.319 -91.04656

D09

D01

D02

FS 378

FS 378

FS 379

FS 390

FS 622

FS 1730

46.276 -91.018

46.2248 -91.1559

46.3550

C29

C29A

W37

W41

S17

C37

T2

46.311 -91.045

-91.048946.3152

46.3288 -90.7620

46.1260 -91.09700

K14

D10

K17

D16

D07

K18

Trail D D12

Trail D 46.35348 -91.23363 K19

Trail D 46.35745 -91.21992 K20

-90.92632 K2146.269

Lattitude Longitude

NAME

ROUTE

Loc.

No.

Sheet

FS 191 S4

FS 1730 C37

Staging Area, Taylor Lake FS 198 S6

Staging Area, Gravel Pit on FR 202

FS 371 S19

FS 378 S14

FS 378 C29A

FS 378 C29

FS 202 W22

FS 202 C23A

FS 199 W19

FS 199 W18

FS 199 W17

FS 199 S7

FS 199 W20

FS 187 MP5.1

FS 189 C1B

FS 189 B5A

FS 189 W22B

FS 189 W21B

FS 189 W20B

FS 189 W19B

FS 189 W18B

FS 189 W17B

FS 189 C8

FS 189 W7

FS 189 W6

FS 189 W5

FS 390 W41

FS 199 W63

FS 379 W37

FS 191 C14

FS 344 S74B

FS 344 S74A

off of GG at FR 193

Staging Area, Gravel Pit

FS 191 C40B

FS 191 C40A

FS 622 S17

FS 376 S13

FS 191

FS 191

FS 198

FS 199

FS 199

FS 202

FS 202

FS 344

FS 344

FS 199

FS 191

FS 191

FS 199

46.3406 -90.9143

46.290 -91.023

46.298 -91.015

46.2261

C14

C40A

C40B

W63

S7 W17

W18

W19

W22

C23A

S74A

S74B

S4

S6

46.241 -90.986

46.193 -90.938

46.205 -90.950

46.3528 -90.924

46.256 -91.073

46.3019 -90.9159

46.3269 -90.8796

46.3442 -90.9237

FS 199 W20 46.3274 -90.9122

-90.9100

46.2276 -90.9119

K13

D08

D21

D03

D17

D04

D20

D21

D14-D15

D18-D19

K15

K16

D05

D06

Lattitude Longitude

NAME

ROUTE

Loc.

No.

Sheet

50+00 to 60+59

170+00 to 172+14

360+00 to 367+93

350+00 to 352+85

340+00 to 345+50

T28G

Trail RTE. 90

Trail RTE. 90

Trail RTE. 90 T28

Trail D

Trail D

Trail D T63-1

Trail D T63-2 Trail D T2

T63-1

T63-2

370+00 to 378+91

Location MP5.1 - Install AOP culvert

Location S4 - Install AOP culvert

Location C14 - Reconstruct road

Location C40A - Place apshalt pavement

Location C40B - Place apshalt pavement

Location T2 - Install AOP culvert

Location S17 - Install AOP culvert

Location S14 - Install AOP culvert, reconstruct road

Location S13 - Install AOP culvert, reconstruct road

Location S19 - Install AOP culvert, reconstruct road

Location S74B - Replace AOP culvert

Location S74A - Replace AOP culvert

Location C23A - Replace culvert

Location W22 - Replace culvert

Location W20 - Reconstruct shoulder, roadway

Location W18 - Repair shoulder washout

Location S6 - Replace AOP culvert

Location C29 - Replace culvert

Location C29A - Replace culvert

Location W37 - Replace culvert

Location C37 - Replace culvert

Location W63 - Resurface roadway, shoulder

NAME

ROUTE

Location W5 - Recondition shoulder, roadway

Location W6 - Recondition ditch, shoulder, roadway

Location W17B - Reconditioning, place riprap

Location W7 - Recondition, place riprap, clean culvert

Location B5A - Recondition ditch, shoulder, roadway

Location W18B - Recondition shoulders, roadway

Location W20B - Recondition ditch, shoulder, roadway

Location C1B - Recondition shoulders

Location W21B - Recondition shoulders, roadway

Location W22B - Recondition ditch, shoulder, roadway

Location W19B - Recondition ditch, shoulders, roadway

Location C8 - Replace culvert

Trail 63-1 - Replace culvert

Trail 63-2 - Install culverts

Location T28-G - Reconstruct roadway, install culvert southeast of Clam Lake

3. Additional staging site is located at the intersection of FS 792 and FS 173,

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

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

NOTES:

-91.22509

Location W19 - Reconstruct road, construct geocell wall construct geocell wall

Location S7 W17 - Install AOP culvert, reconstruct road, STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

P lo tt

T o m a

A A m a p .d g n

F il e

D a

A04

SHEET 1 OF 2

SURVEY INFORMATION

Date : May-September 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

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

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

A05

SHEET 2 OF 2

SURVEY INFORMATION

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

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 378S14 1 to PC 378S14 2 49° 53' 37.5" Dist 33.66

Chord Bear = 48° 16' 45.3"

Ahead = 49° 53' 37.5"

Back = 46° 39' 53.1"

C.C. N 419,881.87 E 1,705,602.00

P.T. Station 151+67.47 N 421,793.99 E 1,703,991.48

P.C. Station 150+26.58 N 421,700.24 E 1,703,886.33

Mid. Ord. = 0.99

Long Chord = 140.87

External = 0.99

Radius = 2,500.00

Length = 140.89

Tangent = 70.46

Degree = 2° 17' 30.6"

Delta = 3° 13' 44.5" (RT)

P.I. Station 150+97.05 N 421,748.60 E 1,703,937.59

Curve 378S14 1

Curve Data

Course from 16 to PC 378S14 1 46° 39' 53.1" Dist 26.58

Point 16 N 421,682.00 E 1,703,867.00 Sta 150+00.00

Beginning chain 378S14 description

16 CUR 378S14 1 CUR 378S14 2 17

Chain 378S14 contains:

<* 2 Describe Chain 378S14

Ending chain 376S13 description

Point 27 N 419,303.65 E 1,682,176.63 Sta 223+95.92

Course from PT 376S13 1 to 27 8° 32' 28.7" Dist 136.48

Chord Bear = 358° 48' 57.9"

Ahead = 8° 32' 28.7"

Back = 349° 05' 27.1"

C.C. N 419,094.42 E 1,682,650.81

P.T. Station 222+59.44 N 419,168.68 E 1,682,156.35

P.C. Station 220+89.70 N 418,999.80 E 1,682,159.85

Mid. Ord. = 7.19

Long Chord = 168.92

External = 7.29

Radius = 500.00

Length = 169.74

Tangent = 85.69

Degree = 11° 27' 33.0"

Delta = 19° 27' 01.6" (RT)

P.I. Station 221+75.39 N 419,083.94 E 1,682,143.63

Curve 376S13 1

Course from 26 to PC 376S13 1 349° 05' 27.1" Dist 89.70

Point 26 N 418,911.72 E 1,682,176.82 Sta 220+00.00

Beginning chain 376S13 description

26 CUR 376S13 1 27

Chain 376S13 contains:

<* 1 Describe Chain 376S13

Ending chain 198S6 description

Point 15 N 415,373.97 E 1,737,152.43 Sta 102+95.56

Course from PT 198S6_2 to 15 56° 39' 05.0" Dist 74.86

Chord Bear = 55° 58' 31.9"

Ahead = 56° 39' 05.0"

Back = 55° 17' 58.8"

C.C. N 413,662.14 E 1,738,189.36

P.T. Station 102+20.70 N 415,332.82 E 1,737,089.90

P.C. Station 101+73.51 N 415,306.42 E 1,737,050.79

Mid. Ord. = 0.14

Long Chord = 47.18

External = 0.14

Radius = 2,000.00

Length = 47.18

Tangent = 23.59

Degree = 2° 51' 53.2"

Delta = 1° 21' 06.2" (RT)

P.I. Station 101+97.11 N 415,319.85 E 1,737,070.19

Curve 198S6_2

Course from PT 198S6 1 to PC 198S6 2 55° 17' 58.8" Dist 46.70

Chord Bear = 52° 15' 12.8"

Ahead = 55° 17' 58.8"

Back = 49° 12' 26.8"

C.C. N 414,375.48 E 1,737,638.61

P.T. Station 101+26.81 N 415,279.83 E 1,737,012.40

P.C. Station 100+09.85 N 415,208.27 E 1,736,919.95

Mid. Ord. = 1.55

Long Chord = 116.91

External = 1.56

Radius = 1,100.00

Length = 116.96

Tangent = 58.54

Degree = 5° 12' 31.3"

Delta = 6° 05' 31.9" (RT)

P.I. Station 100+68.38 N 415,246.51 E 1,736,964.27

Curve 198S6 1

Course from 14 to PC 198S6 1 49° 12' 26.8" Dist 9.85

Point 14 N 415,201.83 E 1,736,912.50 Sta 100+00.00

Beginning chain 198S6 description

14 CUR 198S6 1 CUR 198S6 2 15

Chain 198S6 contains:

<* 3 Describe Chain 198S6

Ending chain 378S14 description

Point 17 N 422,112.15 E 1,704,279.23 Sta 155+98.21

Course from PT 378S14 2 to 17 33° 13' 17.9" Dist 4.26

Chord Bear = 41° 33' 27.7"

Ahead = 33° 13' 17.9"

Back = 49° 53' 37.5"

C.C. N 422,848.23 E 1,703,147.55

P.T. Station 155+93.96 N 422,108.59 E 1,704,276.90

P.C. Station 152+01.13 N 421,815.68 E 1,704,017.22

Mid. Ord. = 14.26

Long Chord = 391.44

External = 14.42

Radius = 1,350.00

Length = 392.83

Tangent = 197.81

Degree = 4° 14' 38.9"

Delta = 16° 40' 19.6" (LT)

P.I. Station 153+98.94 N 421,943.11 E 1,704,168.52

Curve 378S14 2

Ending chain 199SW17B description

Point 46 N 429,394.00 E 1,735,797.19 Sta 336+01.51

Course from PT 199SW17B3 to 46 10° 07' 24.9" Dist 87.63

Chord Bear = 8° 13' 32.0"

Ahead = 10° 07' 24.9"

Back = 6° 19' 39.1"

C.C. N 429,298.95 E 1,735,831.01

P.T. Station 335+13.87 N 429,307.74 E 1,735,781.79

P.C. Station 335+10.56 N 429,304.46 E 1,735,781.31

Mid. Ord. = 0.03

Long Chord = 3.31

External = 0.03

Radius = 50.00

Length = 3.31

Tangent = 1.66

Degree = 114° 35' 29.6"

Delta = 3° 47' 45.8" (RT)

P.I. Station 335+12.22 N 429,306.10 E 1,735,781.49

Curve 199SW17B3

Course from PT 199SW17B2 to PC 199SW17B3 6° 19' 39.1" Dist 2.07

Chord Bear = 355° 12' 10.5"

Ahead = 6° 19' 39.1"

Back = 344° 04' 41.9"

C.C. N 429,251.40 E 1,736,241.09

P.T. Station 335+08.49 N 429,302.40 E 1,735,781.08

P.C. Station 333+28.77 N 429,124.43 E 1,735,796.02

Mid. Ord. = 8.70

Long Chord = 178.60

External = 8.86

Radius = 462.83

Length = 179.73

Tangent = 91.01

Degree = 12° 22' 46.4"

Delta = 22° 14' 57.2" (RT)

P.I. Station 334+19.78 N 429,211.95 E 1,735,771.05

Curve 199SW17B2

Chord Bear = 341° 02' 13.4"

Ahead = 344° 04' 41.9"

Back = 337° 59' 44.8"

C.C. N 429,138.15 E 1,735,844.10

P.T. Station 333+28.77 N 429,124.43 E 1,735,796.02

P.C. Station 333+23.46 N 429,119.41 E 1,735,797.74

Mid. Ord. = 0.07

Long Chord = 5.31

External = 0.07

Radius = 50.00

Length = 5.31

Tangent = 2.66

Degree = 114° 35' 29.6"

Delta = 6° 04' 57.1" (RT)

P.I. Station 333+26.12 N 429,121.88 E 1,735,796.75

Curve 199SW17B1

Course from 45 to PC 199SW17B1 337° 59' 44.8" Dist 323.46

Point 45 N 428,819.52 E 1,735,918.94 Sta 330+00.00

Beginning chain 199SW17B description

45 CUR 199SW17B1 CUR 199SW17B2 CUR 199SW17B3 46

Chain 199SW17B contains:

<* 4 Describe Chain 199SW17B

A06

SHEET 1 OF 7

INFORMATION

HORIZONTAL ALIGNMENT

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

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A07

SHEET 2 OF 7

INFORMATION

HORIZONTAL ALIGNMENT

Course from 10 to PC 344S74B_1 N 32° 48' 30.7" W Dist 29.21

Point 10 N 388,275.47 E 1,737,648.96 Sta 80+00.00

Beginning chain 344S74B description

10 CUR 344S74B_1 11

Chain 344S74B contains:

<* 6 Describe Chain 344S74B

Ending chain 344S74A description

Point 2 N 387,480.31 E 1,738,325.81 Sta 13+92.84

Course from PT 344S74A_4 to 2 S 35° 54' 36.9" E Dist 1.70

Chord Bear = S 38° 29' 06.0" E

Ahead = S 35° 54' 36.9" E

Back = S 41° 03' 35.0" E

C.C. N 386,381.97 E 1,736,806.18

P.T. Station 13+91.14 N 387,481.69 E 1,738,324.81

P.C. Station 12+22.62 N 387,613.56 E 1,738,219.97

Mid. Ord. = 1.89

Long Chord = 168.46

External = 1.89

Radius = 1,875.00

Length = 168.52

Tangent = 84.31

Degree = 3° 03' 20.8"

Delta = 5° 08' 58.1" (RT)

P.I. Station 13+06.94 N 387,549.98 E 1,738,275.35

Curve 344S74A_4

Course from PT 344S74A_3 to PC 344S74A_4 S 41° 03' 35.0" E Dist 147.91

Chord Bear = S 42° 05' 58.3" E

Ahead = S 41° 03' 35.0" E

Back = S 43° 08' 21.5" E

C.C. N 386,838.34 E 1,737,104.89

P.T. Station 10+74.72 N 387,725.08 E 1,738,122.82

P.C. Station 10+25.72 N 387,761.44 E 1,738,089.97

Mid. Ord. = 0.22

Long Chord = 49.00

External = 0.22

Radius = 1,350.00

Length = 49.00

Tangent = 24.50

Degree = 4° 14' 38.9"

Delta = 2° 04' 46.5" (RT)

P.I. Station 10+50.22 N 387,743.56 E 1,738,106.73

Curve 344S74A_3

Point 4 N 387,761.44 E 1,738,089.97 Sta 10+25.72

Course from 1 to 4 S 43° 07' 42.8" E Dist 25.72

Point 1 N 387,780.20 E 1,738,072.39 Sta 10+00.00

Beginning chain 344S74A description

1 4 CUR 344S74A_3 CUR 344S74A_4 2

Chain 344S74A contains:

<* 5 Describe Chain 344S74A

Ending chain 191S4 description

Point 23 N 398,941.07 E 1,697,307.45 Sta 183+09.35

Course from 22 to 23 S 89° 21' 30.1" E Dist 309.35

Point 22 N 398,944.54 E 1,696,998.12 Sta 180+00.00

Beginning chain 191S4 description

22 23

Chain 191S4 contains:

<* 8 Describe Chain 191S4

Ending chain 622S17 description

Point 13 N 351,832.01 E 1,690,407.28 Sta 92+76.66

Course from PT 622S17_1 to 13 N 54° 41' 51.3" E Dist 189.13

Chord Bear = N 59° 11' 18.1" E

Ahead = N 54° 41' 51.3" E

Back = N 63° 40' 44.9" E

C.C. N 352,049.16 E 1,690,021.77

P.T. Station 90+87.53 N 351,722.71 E 1,690,252.92

P.C. Station 90+24.83 N 351,690.63 E 1,690,199.13

Mid. Ord. = 1.23

Long Chord = 62.64

External = 1.23

Radius = 400.00

Length = 62.70

Tangent = 31.42

Degree = 14° 19' 26.2"

Delta = 8° 58' 53.7" (LT)

P.I. Station 90+56.24 N 351,704.56 E 1,690,227.29

Curve 622S17_1

Course from 12 to PC 622S17_1 N 63° 40' 44.9" E Dist 24.83

Point 12 N 351,679.62 E 1,690,176.87 Sta 90+00.00

Beginning chain 622S17 description

12 CUR 622S17_1 13

Chain 622S17 contains:

<* 7 Describe Chain 622S17

Ending chain 344S74B description

Point 11 N 388,665.27 E 1,737,568.81 Sta 84+09.02

Course from PT 344S74B_1 to 11 N 5° 30' 35.3" E Dist 72.17

Chord Bear = N 13° 38' 57.7" W

Ahead = N 5° 30' 35.3" E

Back = N 32° 48' 30.7" W

C.C. N 388,549.27 E 1,738,019.76

P.T. Station 83+36.85 N 388,593.43 E 1,737,561.88

P.C. Station 80+29.21 N 388,300.02 E 1,737,633.14

Mid. Ord. = 25.48

Long Chord = 301.94

External = 26.97

Radius = 460.00

Length = 307.64

Tangent = 159.82

Degree = 12° 27' 20.2"

Delta = 38° 19' 06.0" (RT)

P.I. Station 81+89.03 N 388,434.35 E 1,737,546.54

Curve 344S74B_1

Course from PT 378C29A_1 to PC 378C29A_2 N 9° 10' 47.8" E Dist 43.44

Chord Bear = N 4° 42' 43.8" E

Ahead = N 9° 10' 47.8" E

Back = N 0° 14' 39.8" E

C.C. N 420,665.39 E 1,704,150.97

P.T. Station 201+21.08 N 420,777.07 E 1,703,459.93

P.C. Station 200+11.91 N 420,668.38 E 1,703,450.97

Mid. Ord. = 2.13

Long Chord = 109.06

External = 2.13

Radius = 700.00

Length = 109.17

Tangent = 54.69

Degree = 8° 11' 06.4"

Delta = 8° 56' 07.9" (RT)

P.I. Station 200+66.61 N 420,723.08 E 1,703,451.21

Curve 378C29A_1

Course from 10 to PC 378C29A_1 N 0° 14' 39.8" E Dist 11.91

Point 10 N 420,656.47 E 1,703,450.92 Sta 200+00.00

Beginning chain 378C29A description

10 CUR 378C29A_1 CUR 378C29A_2 CUR 378C29A_3 11

Chain 378C29A contains:

<* 1 Describe Chain 378C29A

Ending chain 371S19 description

Point 19 N 423,136.04 E 1,670,879.78 Sta 163+08.82

Course from PT 371S19_2 to 19 N 77° 09' 52.4" E Dist 17.39

Chord Bear = N 76° 05' 41.7" E

Ahead = N 77° 09' 52.4" E

Back = N 75° 01' 30.9" E

C.C. N 416,307.09 E 1,672,417.88

P.T. Station 162+91.44 N 423,132.18 E 1,670,862.82

P.C. Station 160+30.07 N 423,069.37 E 1,670,609.13

Mid. Ord. = 1.22

Long Chord = 261.35

External = 1.22

Radius = 7,000.00

Length = 261.37

Tangent = 130.70

Degree = 0° 49' 06.6"

Delta = 2° 08' 21.6" (RT)

P.I. Station 161+60.77 N 423,103.14 E 1,670,735.39

Curve 371S19_2

Course from 18 to PC 371S19_2 N 75° 01' 30.9" E Dist 30.07

Point 18 N 423,061.60 E 1,670,580.08 Sta 160+00.00

Beginning chain 371S19 description

18 CUR 371S19_2 19

Chain 371S19 contains:

<* 10 Describe Chain 371S19

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WI WI ERFO FS 2016-1(5)

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Course from PT 187MP510_6 to PC 187MP510_7 N 14° 14' 56.6" W Dist 3.12

Chord Bear = N 3° 41' 14.1" W

Ahead = N 14° 14' 56.6" W

Back = N 6° 52' 28.4" E

C.C. N 428,085.50 E 1,750,834.01

P.T. Station 58+45.00 N 428,233.18 E 1,751,415.55

P.C. Station 56+23.79 N 428,013.68 E 1,751,429.69

Mid. Ord. = 10.17

Long Chord = 219.96

External = 10.34

Radius = 600.00

Length = 221.21

Tangent = 111.87

Degree = 9° 32' 57.5"

Delta = 21° 07' 25.0" (LT)

P.I. Station 57+35.66 N 428,124.75 E 1,751,443.08

Curve 187MP510_6

Course from PT 187MP510_5 to PC 187MP510_6 N 6° 52' 28.4" E Dist 94.34

Chord Bear = N 7° 48' 27.9" E

Ahead = N 6° 52' 28.4" E

Back = N 8° 44' 27.5" E

C.C. N 427,979.87 E 1,750,922.00

P.T. Station 55+29.45 N 427,920.02 E 1,751,418.40

P.C. Station 55+13.16 N 427,903.88 E 1,751,416.19

Mid. Ord. = 0.07

Long Chord = 16.29

External = 0.07

Radius = 500.00

Length = 16.29

Tangent = 8.14

Degree = 11° 27' 33.0"

Delta = 1° 51' 59.1" (LT)

P.I. Station 55+21.30 N 427,911.93 E 1,751,417.43

Curve 187MP510_5

Course from PT 187MP510_4 to PC 187MP510_5 N 8° 44' 27.5" E Dist 186.95

Chord Bear = N 8° 18' 18.3" E

Ahead = N 8° 44' 27.5" E

Back = N 7° 52' 09.2" E

C.C. N 427,643.12 E 1,751,881.97

P.T. Station 53+26.21 N 427,719.10 E 1,751,387.78

P.C. Station 53+18.60 N 427,711.58 E 1,751,386.68

Mid. Ord. = 0.01

Long Chord = 7.61

External = 0.01

Radius = 500.00

Length = 7.61

Tangent = 3.80

Degree = 11° 27' 33.0"

Delta = 0° 52' 18.2" (RT)

P.I. Station 53+22.40 N 427,715.34 E 1,751,387.20

Curve 187MP510_4

Course from PT 187MP510_3 to PC 187MP510_4 N 7° 52' 09.2" E Dist 98.98

Chord Bear = N 5° 58' 28.7" E

Ahead = N 7° 52' 09.2" E

Back = N 4° 04' 48.2" E

C.C. N 427,510.84 E 1,752,116.07

P.T. Station 52+19.62 N 427,613.53 E 1,751,373.13

P.C. Station 51+70.02 N 427,564.21 E 1,751,367.97

Mid. Ord. = 0.41

Long Chord = 49.59

External = 0.41

Radius = 750.00

Length = 49.60

Tangent = 24.81

Degree = 7° 38' 22.0"

Delta = 3° 47' 21.1" (RT)

P.I. Station 51+94.83 N 427,588.95 E 1,751,369.73

Curve 187MP510_3

A08

SHEET 3 OF 7

INFORMATION

HORIZONTAL ALIGNMENT

Course from PT 199W191 to PC 199W192 N 50° 35' 09.2" W Dist 177.47

Chord Bear = N 34° 16' 16.8" W

Ahead = N 50° 35' 09.2" W

Back = N 17° 57' 24.4" W

C.C. N 429,396.26 E 1,734,988.87

P.T. Station 344+86.94 N 430,014.32 E 1,735,496.81

P.C. Station 340+31.35 N 429,642.90 E 1,735,749.90

Mid. Ord. = 32.21

Long Chord = 449.46

External = 33.56

Radius = 800.00

Length = 455.59

Tangent = 234.16

Degree = 7° 09' 43.1"

Delta = 32° 37' 44.8" (LT)

P.I. Station 342+65.51 N 429,865.65 E 1,735,677.71

Curve 199W191

Course from 41 to PC 199W191 N 17° 57' 24.4" W Dist 31.35

Point 41 N 429,613.07 E 1,735,759.57 Sta 340+00.00

Beginning chain 199W19 description

41 CUR 199W191 CUR 199W192 42 43 CUR 199W193 44

Chain 199W19 contains:

<* 2 Describe Chain 199W19

Ending chain T1T2 description

Point 63 N 435,782.41 E 1,659,273.42 Sta 172+14.80

Course from 62 to 63 51° 05' 22.8" Dist 214.80

Point 62 N 435,647.49 E 1,659,106.27 Sta 170+00.00

Beginning chain T1T2 description

62 63

Chain T1T2 contains:

<* 1 Describe Chain T1T2

Ending chain 187MP510 description

Point 16 N 428,398.33 E 1,751,288.81 Sta 60+58.91

Course from PT 187MP510_7 to 16 N 55° 06' 46.8" W Dist 32.49

Chord Bear = N 34° 40' 51.7" W

Ahead = N 55° 06' 46.8" W

Back = N 14° 14' 56.6" W

C.C. N 428,174.67 E 1,751,172.47

P.T. Station 60+26.42 N 428,379.74 E 1,751,315.46

P.C. Station 58+48.12 N 428,236.21 E 1,751,414.78

Mid. Ord. = 15.73

Long Chord = 174.55

External = 16.78

Radius = 250.00

Length = 178.30

Tangent = 93.13

Degree = 22° 55' 05.9"

Delta = 40° 51' 50.2" (LT)

P.I. Station 59+41.25 N 428,326.48 E 1,751,391.86

Curve 187MP510_7

Course from PT 187MP510_2 to PC 187MP510_3 N 4° 04' 48.2" E Dist 25.00

Chord Bear = N 7° 56' 18.4" E

Ahead = N 4° 04' 48.2" E

Back = N 11° 47' 48.7" E

C.C. N 427,592.63 E 1,750,618.09

P.T. Station 51+45.02 N 427,539.27 E 1,751,366.19

P.C. Station 50+44.01 N 427,439.30 E 1,751,352.25

Mid. Ord. = 1.70

Long Chord = 100.94

External = 1.70

Radius = 750.00

Length = 101.01

Tangent = 50.58

Degree = 7° 38' 22.0"

Delta = 7° 43' 00.5" (LT)

P.I. Station 50+94.59 N 427,488.81 E 1,751,362.59

Curve 187MP510_2

Course from 4 to PC 187MP510_2 N 11° 47' 48.7" E Dist 44.01

Point 4 N 427,396.22 E 1,751,343.25 Sta 50+00.00

Beginning chain 187MP510 description

CUR 187MP510_6 CUR 187MP510_7 16

4 CUR 187MP510_2 CUR 187MP510_3 CUR 187MP510_4 CUR 187MP510_5

Chain 187MP510 contains:

Ending chain 378C29A description

Point 11 N 421,507.06 E 1,703,716.80 Sta 208+99.28

Course from PT 378C29A_3 to 11 N 30° 41' 41.5" E Dist 35.71

Chord Bear = N 24° 10' 36.3" E

Ahead = N 30° 41' 41.5" E

Back = N 17° 39' 31.2" E

C.C. N 420,787.22 E 1,704,859.43

P.T. Station 208+63.57 N 421,476.35 E 1,703,698.57

P.C. Station 205+56.41 N 421,196.74 E 1,703,573.05

Mid. Ord. = 8.73

Long Chord = 306.50

External = 8.78

Radius = 1,350.00

Length = 307.16

Tangent = 154.24

Degree = 4° 14' 38.9"

Delta = 13° 02' 10.3" (RT)

P.I. Station 207+10.65 N 421,343.71 E 1,703,619.84

Curve 378C29A_3