Plans_FW-_NLS_10(1).pdf

NATIONAL WILDLIFE REFUGE

U.S. DEPARTMENT OF THE INTERIOR

M

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A 1-

N E

S M (1 tt l.

d g n

T

IM

E

-N o v -2

:0

A

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 4.76 Miles

ROAD:

WIDTH TYPE

SURFACE:

BASE

ROADBED

24' +

27' +

ADT (2013)

ADT (2033)

DHV

%Truck

D

V (MPH)

50/50

5%

SPECIFICATIONS:

Title Sheet

Symbols and Abbreviations

Typical Sections

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

BRIDGE:

DESIGN DESIGNATION:

SCALE IN MILES

0 40 80 e(max) 6%

C/A None

Project Manager Lead Designer

SENO SIOU

U.S. Department of Transportation

Administration

Federal Highway

A01

SHEET

NO

A01

A02

A03

D01-D21

D22

U.S. FISH AND WILDLIFE SERVICE

N

INTERSTATE

Moines

Des City

Iowa

STATE OF IOWA

KEY MAP

NEAL SMITH

JASPER COUNTY, IOWA

IA3

S. HAILEGIORGIS

Google Maps - @2012 Google

AND BRIDGE REHABILITATION

CONSTRUCTION OF PARKING AREA, BRIDGE REPLACEMENT,

REHABILITATION OF PACIFIC STREET AND ASSOCIATED PULL-OFFS,

RIP MILEPOSTS: MP 0.00 to MP 4.76 (RIP CYCLE IV)

Pacific Street (Route 10) bridge rehabilitation, and other miscellaneous work.

widening, crack sealing, bridge replacement, Superpave asphalt pavement overlay, shoulder

2 - 11' lanes

2 - 4' shoulders

Superpave asphalt pavement

Superpave asphalt pavement

Existing aggregate base

Existing soil

Entry Road North Bridge #33670-00085 (Sept. 2011)

Entry Road South Bridge #33670-00083 (Sept. 2011)

T01-T74

A04

A05-A07

Survey Control Data

B01-B04

Plans and Profiles

Cross Sections

A

B

C 0.01224+16.28 to 224+88.28

Schedule Station to Station (miles)

Length

Cycle #

RIP Milepost/

C01-C02 Tabulation of Quantities

N

S01-S24 Standards and Details

R01-R20

D23

Prairie Learning Center Parking Area Plan

Entrance Parking Area Layout, Signing & Striping Plan

D24 Entrance Parking Area Spot Elevation Plan

M01 Erosion & Sediment Control Narrative

M02-M12 Erosion & Sediment Control Plans

P01 Prairie Learning Center Pkg. Area Signing & Striping Plan

D

C03-C12 Schedules and Summaries

FW-NLS 10(1)

PROJECT FW-NLS 10(1)

FW-NLS 10(1)

Project

FW-NLS 10(1)

Project

E

0.01138+20.89 to 138+72.91

2.42 - 2.43/4

4.06 - 4.07/4

R21-R28 Entry Road South Bridge Plans

Entry Road North Bridge Plans

N01-N03

SAMMS# 2010148088

Entry Road North Bridge/Rte.# 10

/Rte.#Description

Entry Road South Bridge/Rte.# 10

Prairie Learning Center Pkg. Area/Rte.# 900

Location Map & Construction Signing

Centerline Chain Description

Traffic Control Plans

245+00.00 to 261+53.99 0.31 4.45 - 4.76/4Pacific Street/Rte.# 10

224+88.28 to 245+00.00

138+72.91 to 224+16.28

10+25.00 to 138+20.89

0.38

1.62

2.42

4.07 - 4.45/4

2.43 - 4.06/4

0.19 - 2.42/4

Pull-Off @ MP 2.8/Rte.# 10

Pacific Street, Entrance Parking Area, &

NOVEMBER 2013

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

Expansion joint exp. jt.

Excavation exc.

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

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

North N

Normal crown NC or NCR

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

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

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

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

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

(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

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

R&N

Proposed elevation EL

Remove and install new sign

PEL

EELExisting profile elevation

Proposed profile elevation

A02

Temporary silt fence

Bike symbol pavement marking

Straight arrow pavement marking

BK

AR

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1 s y m .d g n

-A u g -2

:5

A

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NEAL SMITH NATIONAL WILDLIFE REFUGE

IA3 FW-NLS 10(1)

A03

S 112th Ave W

S 104th Ave W

S 102nd Ave W

S 112th Ave W

S 88th Ave W S 88th Ave W

S 96th Ave WS 96th Ave W

S 80th Ave W

S 76th Ave W

W th S t S

W th S t S

W th S t S

W r d S t S

C o H w y S

G

W th S t S

W th S t S

W th S t S

C o H w y S

G

S 76th Ave W

S S ta te S tW r d S t S

W th S t S

W th S t S

W th S t S

S 98th Ave W

W s t S t S

W th S t S

W th S t S

S E th S t W th S t S

Pinion Ave

S 104th Ave W

W n d S t S

W th S t S

W th S t S

W th S t S

P a c ific S t

W th S t S

W th S t S

Prairie City

Entry Road North Bridge

Entry Road South Bridge

Pull-Off @ MP 2.8

Parking Area

New Entrance

Notes:

1.

2.

and spacing of all traffic control devices.

The CO will approve the final locations directed by the CO.

Cover or remove all conflicting signs as

SP-1

UNDER CONSTRUCTION

PACIFIC STREET

SP-1

UNDER CONSTRUCTION

PACIFIC STREET

SP-1

UNDER CONSTRUCTION

PACIFIC STREET

SP-1

UNDER CONSTRUCTION

PACIFIC STREET

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

G20-2

G20-2

G20-2

G20-2

CONSTRUCTION SIGNING

LOCATION MAP AND

No Scale

10+25.00

FW-NLS 10(1)

Begin Project

261+53.99

FW-NLS 10(1)

End Project

(19 miles)

Des Moines

224+16.28 - 224+88.28

Schedule C

138+20.89 - 138+72.91

Schedule B

Area, Schedule E Center Parking Prairie Learning

SP-1

UNDER CONSTRUCTION

PACIFIC STREET

224+88.28 to 245+00.00

138+72.91 to 224+16.28

10+25.00 to 138+20.89

Schedule A:

245+00.00 to 261+53.99

Schedule D:

e f l-f il e s h a r e .f lh d .f h w a .d o t.

g o v D a ta P

R O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1 lo c .d g n

-A u g -2

:3

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

TBAR

TBAR

STOP

TBAR

N

N O

R T

H

N

N O

R T

H

NNORTH

TBAR

NNORTH

NNORTH

TBAR

PASSIN

GNO

ZONE

TBAR

N

N O

R T

H

TBAR

TBAR

FL

ASH

ERS

S T O P

TBAR

N

N O

R T

H

N

N O

R T

H

N

N O

R T

H

TBAR

N

N O

R T

H

TBAR

N

N O

R T H

TBAR

N

NORTH

TBAR

NNORTH

FLASHERS

FLASHERS

NAIL

NNORTH

DO

NOT

PASS

N

SPEED

LIMIT

NORTH

STOP

AHEAD

NNORTHNNORTH

N

N O

R T

H

N

N O

R T

H

NNORTH

N

N O

R T

H

N

N O

R T

H

SPEED

LIMIT

SPEED

LIMIT

N

N O

R T

H

ID

O T

PA

C

IFIC

S T

109TH

S

T

H W

Y117S /W

SIGN

BEYOND THIS

AREA CLOSED

N E

INFORMATION

NWR

STOP

.3

SIGN

BEYOND THIS

AREA CLOSED

E N

T R

Y P

R O

H I B I T

E D

P N

W R U

N A

U T

H O

R I Z

E D

R V

B U S E S A

N D

E M P

LO

Y E E S

P A R K

IN

G

FO

R

H O

T Z

O N

E N

W R N

O N

T O

X

IC

S

DO

NOT

PASS

147.32’ Az 171°

.3

.1

A z

A z

.9

.8

27.74’

A z

Az 232°

.8

21.05’ A z

Az 62°

.0

3.59’

Az 180°

A z

.0

.3

’ A z

A z

.5 5’

66.55’

Az 185°

Az

41 33 30.84044 N

93 16 18.47712 W

.5

A z

22.55

Az 9°

.2

A z

.2

A z

41 34 13.63991 N

93 15 58.69387 W

41 34 23.42514 N 93 16 16.60626 W

.3

.4

A z

A z

Az 119°

A z

.2 2’

Az

TBAR

.0

.2

TBAR

.1

A z

11.32’ f rom flashe r

TBAR

59.98’26.79’ Az 280°Az 89°

TBAR

.5

41 35 20.76020 N

93 16 31.50616 W

41 35 9.14701 N

93 16 39.60259 W

41 35 17.61904 N

93 16 13.28737 W

TBAR

.0

A z

N

N O

R T

H

N

N O

R T

H

N

N O

R T

H

TBAR

47.02’ .1

Az 357° A z 1

TBAR

LE

A V

IN

G N

LS

N

W R

/IN

FO

13.65’Az 164°

.8

TBAR

91.05’ 343°

99.0 3’

11°

TBAR

.0 8’

.9

A z

°A z

8°

TBAR

102.75’

Az 262°

.2

NWR SYSTEM

TBAR

87.88’

358°

.4

125.66’

A z

Az 181°

NO

PASSING

ZONE

PROJECT CONTROL POINT REFERENCE

A z

Geoid Model : GEIOD09 (Conus)

Ellipsoid Name : Geodetic Ref System 1980

Vert. Datum : NAVd 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Iowa South 1402

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

SURVEY CONTROL DATA

A04

IOWADOT

ROW/

148123110

IDOT

NAME

575100.429

571875.718

580527.372

580817.241

580866.185

581394.407

581536.807

580607.540

579834.521

579479.478

578734.900

579049.196

577872.169

576245.498

575721.319

574397.505

573248.996

572262.283

570715.186

568008.623

567926.339

567504.905

567834.985

567548.465

567520.342

566701.077

566630.712

566627.576

NORTHING

1702281.703

1704503.466

1708147.853

1707878.212

1707986.518

1706682.826

1705426.697

1704697.906

1704396.811

1703789.691

1703236.866

1701851.643

1701239.422

1701988.791

1701899.432

1702328.396

1702999.126

1704363.187

1705208.273

1703969.155

1702870.793

1702112.953

1700477.839

1700415.198

1700929.076

1700146.209

1699866.603

1699170.359

EASTING

823.921

889.092

912.910

914.898

921.389

925.044

920.905

908.770

869.026

865.574

914.123

843.136

843.102

848.515

832.608

836.026

859.258

884.383

895.348

808.398

823.638

837.823

885.618

890.662

861.931

896.057

908.587

922.131

ELEV.

PROJECT CONTROL POINTS

NAIL

TBAR

PRC;IADOT

MON;IADOT

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TBAR

TYPE

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1

S u r v e y D a ta .d g n

-M a y -2

:3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1

C h a in

D s c .d g n

-M a y -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NEAL SMITH NATIONAL WILDLIFE REFUGE

IA3

CHAIN DESCRIPTION

CENTERLINE

Sheet 1 of 3

Describe Chain PACI

Chain PACI contains:

3 CUR PACI-1 CUR PACI-2 CUR PACI-3 CUR PACI-4 CUR PACI-5 CUR PACI-6 CUR PACI-7-

CUR PACI-8 CUR PACI-9 CUR PACI-10 CUR PACI-11 CUR PACI-12 CUR PACI-13 CUR PACI-

-14 CUR PACI-15 CUR PACI-16 CUR PACI-17 CUR PACI-18 CUR PACI-19 CUR PACI-20 CUR-

PACI-21 CUR PACI-22 CUR PACI-23 CUR PACI-24 CUR PACI-25 CUR PACI-26 CUR PACI-2-

7 CUR PACI-28 4 5

Beginning chain PACI description

Point 3 N 580,539.010 E 1,708,346.055 Sta 10+00.00

Course from 3 to PC PACI-1 N 56° 02’ 16.12" W Dist 26.706

Curve Data

Curve PACI-1

P.I. Station 11+65.66 N 580,631.557 E 1,708,208.653

Delta = 7° 56’ 55.93" (RT)

Degree = 2° 51’ 53.24"

Tangent = 138.957

Length = 277.468

Radius = 2,000.000

External = 4.821

Long Chord = 277.245

Mid. Ord. = 4.810

P.C. Station 10+26.71 N 580,553.929 E 1,708,323.905

P.T. Station 13+04.17 N 580,724.376 E 1,708,105.244

C.C. N 582,212.742 E 1,709,441.196

Back = N 56° 02’ 16.12" W

Ahead = N 48° 05’ 20.19" W

Chord Bear = N 52° 03’ 48.16" W

Course from PT PACI-1 to PC PACI-2 N 48° 05’ 20.19" W Dist 357.303

Curve PACI-2

P.I. Station 19+07.01 N 581,127.060 E 1,707,656.620

Delta = 27° 35’ 26.52" (LT)

Degree = 5° 43’ 46.48"

Tangent = 245.538

Length = 481.549

Radius = 1,000.000

External = 29.703

Long Chord = 476.909

Mid. Ord. = 28.846

P.C. Station 16+61.48 N 580,963.046 E 1,707,839.345

P.T. Station 21+43.03 N 581,187.792 E 1,707,418.712

C.C. N 580,218.864 E 1,707,171.369

Back = N 48° 05’ 20.19" W

Ahead = N 75° 40’ 46.72" W

Chord Bear = N 61° 53’ 03.46" W

Course from PT PACI-2 to PC PACI-3 N 75° 40’ 46.72" W Dist 1,049.288

Curve PACI-3

P.I. Station 33+44.02 N 581,484.850 E 1,706,255.035

Delta = 11° 33’ 00.82" (LT)

Degree = 3° 49’ 10.99"

Tangent = 151.706

Length = 302.384

Radius = 1,500.000

External = 7.652

Long Chord = 301.873

Mid. Ord. = 7.613

P.C. Station 31+92.31 N 581,447.326 E 1,706,402.027

P.T. Station 34+94.70 N 581,492.182 E 1,706,103.506

C.C. N 579,993.934 E 1,706,031.012

Back = N 75° 40’ 46.72" W

Ahead = N 87° 13’ 47.54" W

Chord Bear = N 81° 27’ 17.13" W

Course from PT PACI-3 to PC PACI-4 N 87° 13’ 47.54" W Dist 601.061

Curve PACI-4

P.I. Station 44+97.91 N 581,540.666 E 1,705,101.469

Delta = 67° 39’ 49.55" (LT)

Degree = 9° 32’ 57.47"

Tangent = 402.149

Length = 708.573

Radius = 600.000

External = 122.304

Long Chord = 668.110

Mid. Ord. = 101.595

P.C. Station 40+95.76 N 581,521.230 E 1,705,503.147

P.T. Station 48+04.33 N 581,176.511 E 1,704,930.837

C.C. N 580,921.931 E 1,705,474.150

Back = N 87° 13’ 47.54" W

Ahead = S 25° 06’ 22.91" W

Chord Bear = S 58° 56’ 17.69" W

Course from PT PACI-4 to PC PACI-5 S 25° 06’ 22.91" W Dist 316.044

Curve PACI-5

P.I. Station 52+12.26 N 580,807.125 E 1,704,757.754

Delta = 13° 06’ 13.76" (LT)

Degree = 7° 09’ 43.10"

Tangent = 91.883

Length = 182.964

Radius = 800.000

External = 5.259

Long Chord = 182.565

Mid. Ord. = 5.225

P.C. Station 51+20.38 N 580,890.327 E 1,704,796.740

P.T. Station 53+03.34 N 580,717.251 E 1,704,738.646

C.C. N 580,550.887 E 1,705,521.157

Back = S 25° 06’ 22.91" W

Ahead = S 12° 00’ 09.15" W

Chord Bear = S 18° 33’ 16.03" W

Course from PT PACI-5 to PC PACI-6 S 12° 00’ 09.15" W Dist 444.091

Curve PACI-6

P.I. Station 61+28.34 N 579,910.287 E 1,704,567.083

Delta = 51° 46’ 06.56" (RT)

Degree = 7° 17’ 55.77"

Tangent = 380.909

Length = 709.272

Radius = 785.000

External = 87.535

Long Chord = 685.390

Mid. Ord. = 78.753

P.C. Station 57+47.43 N 580,282.868 E 1,704,646.295

P.T. Station 64+56.70 N 579,741.940 E 1,704,225.395

C.C. N 580,446.113 E 1,703,878.457

Back = S 12° 00’ 09.15" W

Ahead = S 63° 46’ 15.71" W

Chord Bear = S 37° 53’ 12.43" W

Course from PT PACI-6 to PC PACI-7 S 63° 46’ 15.71" W Dist 206.974

Curve PACI-7

P.I. Station 69+62.25 N 579,518.510 E 1,703,771.902

Delta = 42° 23’ 17.34" (LT)

Degree = 7° 26’ 27.64"

Tangent = 298.572

Length = 569.656

Radius = 770.000

External = 55.860

Long Chord = 556.753

Mid. Ord. = 52.082

P.C. Station 66+63.68 N 579,650.466 E 1,704,039.732

P.T. Station 72+33.33 N 579,240.490 E 1,703,663.044

C.C. N 578,959.749 E 1,704,380.041

Back = S 63° 46’ 15.71" W

Ahead = S 21° 22’ 58.37" W

Chord Bear = S 42° 34’ 37.04" W

Course from PT PACI-7 to PC PACI-8 S 21° 22’ 58.37" W Dist 182.898

Curve PACI-8

P.I. Station 80+17.58 N 578,510.231 E 1,703,377.110

Delta = 97° 45’ 18.86" (RT)

Degree = 10° 54’ 48.53"

Tangent = 601.344

Length = 895.729

Radius = 525.000

External = 273.273

Long Chord = 790.972

Mid. Ord. = 179.723

P.C. Station 74+16.23 N 579,070.182 E 1,703,596.359

P.T. Station 83+11.96 N 578,803.036 E 1,702,851.866

C.C. N 579,261.596 E 1,703,107.498

Back = S 21° 22’ 58.37" W

Ahead = N 60° 51’ 42.77" W

Chord Bear = S 70° 15’ 37.80" W

Course from PT PACI-8 to PC PACI-9 N 60° 51’ 42.77" W Dist 511.119

Curve PACI-9

P.I. Station 94+33.69 N 579,349.226 E 1,701,872.091

Delta = 98° 17’ 59.40" (LT)

Degree = 10° 51’ 05.30"

Tangent = 610.614

Length = 905.866

Radius = 528.000

External = 279.238

Long Chord = 798.783

Mid. Ord. = 182.645

P.C. Station 88+23.08 N 579,051.908 E 1,702,405.430

P.T. Station 97+28.95 N 578,778.553 E 1,701,654.876

C.C. N 578,590.727 E 1,702,148.338

Back = N 60° 51’ 42.77" W

Ahead = S 20° 50’ 17.83" W

Chord Bear = S 69° 59’ 17.53" W

Course from PT PACI-9 to PC PACI-10 S 20° 50’ 17.83" W Dist 170.739

Curve PACI-10

P.I. Station 100+22.93 N 578,503.794 E 1,701,550.295

Delta = 10° 03’ 43.91" (RT)

Degree = 4° 05’ 33.20"

Tangent = 123.250

Length = 245.866

Radius = 1,400.000

External = 5.415

Long Chord = 245.550

Mid. Ord. = 5.394

P.C. Station 98+99.68 N 578,618.982 E 1,701,594.139

P.T. Station 101+45.55 N 578,398.039 E 1,701,487.000

C.C. N 579,117.006 E 1,700,285.715

Back = S 20° 50’ 17.83" W

Ahead = S 30° 54’ 01.74" W

Chord Bear = S 25° 52’ 09.78" W

Course from PT PACI-10 to PC PACI-11 S 30° 54’ 01.74" W Dist 234.715

A05FW-NLS 10(1)

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1

C h s c .d g n

-M a y -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NEAL SMITH NATIONAL WILDLIFE REFUGE

IA3

CHAIN DESCRIPTION

CENTERLINE

Sheet 2 of 3

Course from PT PACI-7 to PC PACI-8 S 21° 22’ 58.37" W Dist 182.898

P.I. Station 80+17.58 N 578,510.231 E 1,703,377.110

P.C. Station 74+16.23 N 579,070.182 E 1,703,596.359

P.T. Station 83+11.96 N 578,803.036 E 1,702,851.866

Course from PT PACI-8 to PC PACI-9 N 60° 51’ 42.77" W Dist 511.119

P.I. Station 94+33.69 N 579,349.226 E 1,701,872.091

P.C. Station 88+23.08 N 579,051.908 E 1,702,405.430

P.T. Station 97+28.95 N 578,778.553 E 1,701,654.876

Course from PT PACI-9 to PC PACI-10 S 20° 50’ 17.83" W Dist 170.739

P.I. Station 100+22.93 N 578,503.794 E 1,701,550.295

P.C. Station 98+99.68 N 578,618.982 E 1,701,594.139

P.T. Station 101+45.55 N 578,398.039 E 1,701,487.000

Course from PT PACI-10 to PC PACI-11 S 30° 54’ 01.74" W Dist 234.715

Curve Data

Curve PACI-11

P.I. Station 109+31.90 N 577,723.306 E 1,701,083.173

Delta = 69° 02’ 31.07" (LT)

Degree = 7° 08’ 38.80"

Tangent = 551.632

Length = 966.418

Radius = 802.000

External = 171.397

Long Chord = 909.000

Mid. Ord. = 141.217

P.C. Station 103+80.27 N 578,196.639 E 1,701,366.463

P.T. Station 113+46.68 N 577,289.454 E 1,701,423.864

C.C. N 577,784.773 E 1,702,054.627

Back = S 30° 54’ 01.74" W

Ahead = S 38° 08’ 29.33" E

Chord Bear = S 3° 37’ 13.80" E

Course from PT PACI-11 to PC PACI-12 S 38° 08’ 29.33" E Dist 573.797

Curve PACI-12

P.I. Station 123+33.95 N 576,512.982 E 1,702,033.603

Delta = 49° 06’ 30.20" (RT)

Degree = 6° 19’ 51.69"

Tangent = 413.467

Length = 775.678

Radius = 905.000

External = 89.977

Long Chord = 752.152

Mid. Ord. = 81.840

P.C. Station 119+20.48 N 576,838.169 E 1,701,778.244

P.T. Station 126+96.16 N 576,107.067 E 1,701,954.945

C.C. N 576,279.236 E 1,701,066.472

Back = S 38° 08’ 29.33" E

Ahead = S 10° 58’ 00.87" W

Chord Bear = S 13° 35’ 14.23" E

Course from PT PACI-12 to PC PACI-13 S 10° 58’ 00.87" W Dist 191.738

Curve PACI-13

P.I. Station 131+46.92 N 575,664.535 E 1,701,869.190

Delta = 51° 40’ 08.32" (LT)

Degree = 10° 42’ 34.17"

Tangent = 259.027

Length = 482.460

Radius = 535.000

External = 59.407

Long Chord = 466.277

Mid. Ord. = 53.470

P.C. Station 128+87.90 N 575,918.831 E 1,701,918.468

P.T. Station 133+70.36 N 575,468.164 E 1,702,038.108

C.C. N 575,817.051 E 1,702,443.697

Back = S 10° 58’ 00.87" W

Ahead = S 40° 42’ 07.45" E

Chord Bear = S 14° 52’ 03.29" E

Course from PT PACI-13 to PC PACI-14 S 40° 42’ 07.45" E Dist 176.850

Curve PACI-14

P.I. Station 139+01.87 N 575,065.218 E 1,702,384.722

Delta = 45° 03’ 30.28" (RT)

Degree = 6° 42’ 04.54"

Tangent = 354.663

Length = 672.387

Radius = 855.000

External = 70.641

Long Chord = 655.194

Mid. Ord. = 65.250

P.C. Station 135+47.21 N 575,334.092 E 1,702,153.437

P.T. Station 142+19.59 N 574,711.579 E 1,702,357.782

C.C. N 574,776.524 E 1,701,505.252

Back = S 40° 42’ 07.45" E

Ahead = S 4° 21’ 22.84" W

Chord Bear = S 18° 10’ 22.31" E

Course from PT PACI-14 to PC PACI-15 S 4° 21’ 22.84" W Dist 196.731

Curve PACI-15

P.I. Station 146+20.96 N 574,311.376 E 1,702,327.295

Delta = 39° 49’ 07.87" (LT)

Degree = 10° 08’ 27.05"

Tangent = 204.632

Length = 392.658

Radius = 565.000

External = 35.915

Long Chord = 384.804

Mid. Ord. = 33.769

P.C. Station 144+16.32 N 574,515.417 E 1,702,342.838

P.T. Station 148+08.98 N 574,144.704 E 1,702,446.016

C.C. N 574,472.500 E 1,702,906.206

Back = S 4° 21’ 22.84" W

Ahead = S 35° 27’ 45.03" E

Chord Bear = S 15° 33’ 11.10" E

Course from PT PACI-15 to PC PACI-16 S 35° 27’ 45.03" E Dist 732.582

Curve PACI-16

P.I. Station 156+49.63 N 573,459.997 E 1,702,933.737

Delta = 14° 09’ 42.44" (RT)

Degree = 6° 35’ 08.60"

Tangent = 108.070

Length = 215.038

Radius = 870.000

External = 6.686

Long Chord = 214.491

Mid. Ord. = 6.635

P.C. Station 155+41.56 N 573,548.019 E 1,702,871.038

P.T. Station 157+56.60 N 573,359.310 E 1,702,972.995

C.C. N 573,043.271 E 1,702,162.427

Back = S 35° 27’ 45.03" E

Ahead = S 21° 18’ 02.59" E

Chord Bear = S 28° 22’ 53.81" E

Course from PT PACI-16 to PC PACI-17 S 21° 18’ 02.59" E Dist 275.130

Curve PACI-17

P.I. Station 161+81.85 N 572,963.108 E 1,703,127.473

Delta = 20° 44’ 57.05" (LT)

Degree = 6° 59’ 14.24"

Tangent = 150.122

Length = 296.956

Radius = 820.000

External = 13.629

Long Chord = 295.336

Mid. Ord. = 13.406

P.C. Station 160+31.73 N 573,102.975 E 1,703,072.939

P.T. Station 163+28.69 N 572,851.633 E 1,703,228.022

C.C. N 573,400.851 E 1,703,836.922

Back = S 21° 18’ 02.59" E

Ahead = S 42° 02’ 59.64" E

Chord Bear = S 31° 40’ 31.12" E

Course from PT PACI-17 to PC PACI-18 S 42° 02’ 59.64" E Dist 379.492

Curve PACI-18

P.I. Station 169+28.45 N 572,406.276 E 1,703,629.726

Delta = 44° 22’ 51.75" (LT)

Degree = 10° 36’ 37.19"

Tangent = 220.266

Length = 418.281

Radius = 540.000

External = 43.195

Long Chord = 407.903

Mid. Ord. = 39.996

P.C. Station 167+08.18 N 572,569.837 E 1,703,482.197

P.T. Station 171+26.46 N 572,392.564 E 1,703,849.564

C.C. N 572,931.517 E 1,703,883.180

Back = S 42° 02’ 59.64" E

Ahead = S 86° 25’ 51.39" E

Chord Bear = S 64° 14’ 25.52" E

Course from PT PACI-18 to PC PACI-19 S 86° 25’ 51.39" E Dist 182.168

Curve PACI-19

P.I. Station 177+45.57 N 572,354.023 E 1,704,467.475

Delta = 78° 47’ 38.45" (RT)

Degree = 10° 46’ 11.58"

Tangent = 436.943

Length = 731.614

Radius = 532.000

External = 156.435

Long Chord = 675.310

Mid. Ord. = 120.888

P.C. Station 173+08.63 N 572,381.224 E 1,704,031.379

P.T. Station 180+40.24 N 571,920.956 E 1,704,525.542

C.C. N 571,850.256 E 1,703,998.261

Back = S 86° 25’ 51.39" E

Ahead = S 7° 38’ 12.94" E

Chord Bear = S 47° 02’ 02.17" E

Course from PT PACI-19 to PC PACI-20 S 7° 38’ 12.94" E Dist 280.691

Curve PACI-20

P.I. Station 186+01.67 N 571,364.508 E 1,704,600.153

Delta = 41° 17’ 44.14" (LT)

Degree = 7° 41’ 26.55"

Tangent = 280.737

Length = 536.954

Radius = 745.000

External = 51.139

Long Chord = 525.407

Mid. Ord. = 47.855

P.C. Station 183+20.93 N 571,642.755 E 1,704,562.845

P.T. Station 188+57.89 N 571,180.079 E 1,704,811.811

C.C. N 571,741.762 E 1,705,301.237

Back = S 7° 38’ 12.94" E

Ahead = S 48° 55’ 57.08" E

Chord Bear = S 28° 17’ 05.01" E

Course from PT PACI-20 to PC PACI-21 S 48° 55’ 57.08" E Dist 210.741

Curve PACI-21

P.I. Station 196+68.45 N 570,647.580 E 1,705,422.926

Delta = 77° 09’ 16.14" (RT)

Degree = 7° 37’ 08.83"

Tangent = 599.825

Length = 1,012.643

Radius = 752.000

External = 209.922

Long Chord = 937.848

Mid. Ord. = 164.110

P.C. Station 190+68.63 N 571,041.634 E 1,704,970.696

P.T. Station 200+81.27 N 570,119.061 E 1,705,139.276

C.C. N 570,474.673 E 1,704,476.672

Back = S 48° 55’ 57.08" E

Ahead = S 28° 13’ 19.06" W

Chord Bear = S 10° 21’ 19.01" E

Course from PT PACI-21 to PC PACI-22 S 28° 13’ 19.06" W Dist 666.868

A06FW-NLS 10(1)

P R

O J E

C T

S F

W S N

E S

M n ls

(1

P r o j

D e v C

A D

D A -N

E S

M (1

C h s c .d g n

-M a y -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NEAL SMITH NATIONAL WILDLIFE REFUGE

IA3

CHAIN DESCRIPTION

CENTERLINE

Sheet 3 of 3

Course from PT PACI-18 to PC PACI-19 S 86° 25’ 51.39" E Dist 182.168

P.I. Station 177+45.57 N 572,354.023 E 1,704,467.475

P.C. Station 173+08.63 N 572,381.224 E 1,704,031.379

P.T. Station 180+40.24 N 571,920.956 E 1,704,525.542

C.C. N 571,850.256 E 1,703,998.261

Chord Bear = S 47° 02’ 02.17" E

Course from PT PACI-19 to PC PACI-20 S 7° 38’ 12.94" E Dist 280.691

P.I. Station 186+01.67 N 571,364.508 E 1,704,600.153

P.C. Station 183+20.93 N 571,642.755 E 1,704,562.845

P.T. Station 188+57.89 N 571,180.079 E 1,704,811.811

C.C. N 571,741.762 E 1,705,301.237

Chord Bear = S 28° 17’ 05.01" E

Course from PT PACI-20 to PC PACI-21 S 48° 55’ 57.08" E Dist 210.741

P.I. Station 196+68.45 N 570,647.580 E 1,705,422.926

P.C. Station 190+68.63 N 571,041.634 E 1,704,970.696

P.T. Station 200+81.27 N 570,119.061 E 1,705,139.276

C.C. N 570,474.673 E 1,704,476.672

Chord Bear = S 10° 21’ 19.01" E

Course from PT PACI-21 to PC PACI-22 S 28° 13’ 19.06" W Dist 666.868

Curve Data

Curve PACI-22

P.I. Station 209+91.20 N 569,317.301 E 1,704,708.980

Delta = 18° 24’ 30.93" (LT)

Degree = 3° 49’ 10.99"

Tangent = 243.062

Length = 481.936

Radius = 1,500.000

External = 19.566

Long Chord = 479.866

Mid. Ord. = 19.314

P.C. Station 207+48.14 N 569,531.469 E 1,704,823.921

P.T. Station 212+30.08 N 569,077.795 E 1,704,667.552

C.C. N 568,822.136 E 1,706,145.605

Back = S 28° 13’ 19.06" W

Ahead = S 9° 48’ 48.13" W

Chord Bear = S 19° 01’ 03.59" W

Course from PT PACI-22 to PC PACI-23 S 9° 48’ 48.13" W Dist 225.854

Curve PACI-23

P.I. Station 218+90.13 N 568,427.396 E 1,704,555.053

Delta = 43° 04’ 52.55" (RT)

Degree = 5° 12’ 31.35"

Tangent = 434.203

Length = 827.101

Radius = 1,100.000

External = 82.596

Long Chord = 807.754

Mid. Ord. = 76.827

P.C. Station 214+55.93 N 568,855.246 E 1,704,629.058

P.T. Station 222+83.03 N 568,165.449 E 1,704,208.764

C.C. N 569,042.729 E 1,703,545.153

Back = S 9° 48’ 48.13" W

Ahead = S 52° 53’ 40.68" W

Chord Bear = S 31° 21’ 14.40" W

Course from PT PACI-23 to PC PACI-24 S 52° 53’ 40.68" W Dist 487.009

Curve PACI-24

P.I. Station 230+49.72 N 567,702.921 E 1,703,597.311

Delta = 56° 05’ 23.78" (RT)

Degree = 10° 54’ 48.53"

Tangent = 279.676

Length = 513.951

Radius = 525.000

External = 69.848

Long Chord = 493.673

Mid. Ord. = 61.646

P.C. Station 227+70.04 N 567,871.645 E 1,703,820.361

P.T. Station 232+83.99 N 567,793.904 E 1,703,332.848

C.C. N 568,290.347 E 1,703,503.637

Back = S 52° 53’ 40.68" W

Ahead = N 71° 00’ 55.54" W

Chord Bear = S 80° 56’ 22.57" W

Course from PT PACI-24 to PC PACI-25 N 71° 00’ 55.54" W Dist 236.249

Curve PACI-25

P.I. Station 239+05.18 N 567,995.985 E 1,702,745.447

Delta = 61° 16’ 09.85" (LT)

Degree = 8° 48’ 53.05"

Tangent = 384.940

Length = 695.079

Radius = 650.000

External = 105.433

Long Chord = 662.431

Mid. Ord. = 90.718

P.C. Station 235+20.24 N 567,870.759 E 1,703,109.449

P.T. Station 242+15.32 N 567,736.991 E 1,702,460.665

C.C. N 567,256.115 E 1,702,897.995

Back = N 71° 00’ 55.54" W

Ahead = S 47° 42’ 54.61" W

Chord Bear = S 78° 20’ 59.53" W

Course from PT PACI-25 to PC PACI-26 S 47° 42’ 54.61" W Dist 212.699

Curve PACI-26

P.I. Station 247+28.04 N 567,392.026 E 1,702,081.352

Delta = 59° 29’ 33.90" (RT)

Degree = 10° 54’ 48.53"

Tangent = 300.018

Length = 545.131

Radius = 525.000

External = 79.678

Long Chord = 520.970

Mid. Ord. = 69.179

P.C. Station 244+28.02 N 567,593.883 E 1,702,303.308

P.T. Station 249+73.15 N 567,480.783 E 1,701,794.763

C.C. N 567,982.283 E 1,701,950.079

Back = S 47° 42’ 54.61" W

Ahead = N 72° 47’ 31.50" W

Chord Bear = S 77° 27’ 41.55" W

Course from PT PACI-26 to PC PACI-27 N 72° 47’ 31.50" W Dist 177.812

Curve PACI-27

P.I. Station 252+66.03 N 567,567.430 E 1,701,514.991

Delta = 23° 38’ 02.25" (LT)

Degree = 10° 25’ 02.69"

Tangent = 115.071

Length = 226.870

Radius = 550.000

External = 11.909

Long Chord = 225.265

Mid. Ord. = 11.656

P.C. Station 251+50.96 N 567,533.387 E 1,701,624.911

P.T. Station 253+77.83 N 567,554.551 E 1,701,400.642

C.C. N 567,008.006 E 1,701,462.199

Back = N 72° 47’ 31.50" W

Ahead = S 83° 34’ 26.25" W

Chord Bear = N 84° 36’ 32.62" W

Course from PT PACI-27 to PC PACI-28 S 83° 34’ 26.25" W Dist 155.441

Curve PACI-28

P.I. Station 258+29.62 N 567,503.987 E 1,700,951.695

Delta = 57° 04’ 13.41" (RT)

Degree = 10° 30’ 46.75"

Tangent = 296.344

Length = 542.856

Radius = 545.000

External = 75.359

Long Chord = 520.691

Mid. Ord. = 66.205

P.C. Station 255+33.27 N 567,537.154 E 1,701,246.178

P.T. Station 260+76.13 N 567,733.128 E 1,700,763.773

C.C. N 568,078.730 E 1,701,185.181

Back = S 83° 34’ 26.25" W

Ahead = N 39° 21’ 20.34" W

Chord Bear = N 67° 53’ 27.04" W

Course from PT PACI-28 to 4 N 39° 21’ 20.34" W Dist 53.070

Point 4 N 567,774.163 E 1,700,730.120 Sta 261+29.20

Course from 4 to 5 N 42° 25’ 12.39" W Dist 118.803

Point 5 N 567,861.865 E 1,700,649.980 Sta 262+48.00

Ending chain PACI description

A07FW-NLS 10(1)

Travel lane

11'

Travel lane

11'

B01

PACIFIC STREET

Asphalt prime coat

LC

Existing ground

Embankment Construction existing Match existing

Match

NO SCALE

1:8

1:4 & v arie s

4'

Pull-off

10' 2'

Shldr.

4'2'

Shldr.

1:4 & varies

1:8

STREET

PACIFIC

Asphalt pavement: 2" ±

Existing pavement structure

Existing edge of pavement of pavement

Existing edge

6" Aggregate base, grading C or D

See Detail A

DETAIL A

Aggregate base: 6" ±

Saw cutSaw cut

Proposed Pavement Structure

Paved shoulder

4'

Existing edge of pavement

S a w c u t

Asphalt prime coat

6" Aggregate base, grading C or D

Travel lane

11'2'

Shldr.

system to remain

Existing underdrain

Existing pavement

TYPICAL SECTION

Tack coat

Tack coat

Notes:

grading is completed.

except paved surfaces, as directed by the CO after

Apply turf establishment to all disturbed areas,1.

2.

4.

by the CO. Maintain a minimum ditch grade of 0.5%.

Adjust ditches to provide proper