Plans - TX FTFW INDA 10(1) 11(1).pdf

ffi

OJF THE INTERIOR

OKLAHOMA U.§. FI§H AND WILDLIFE §ER VICE

LOUISIANA INK§ DAM

NATION AJL JFI§H HATCHERY

\LAREDO

f

GULF

OF

MEXICO

0 150 300

L....;; rl

SCALE IN MILES

KEY MAP OF TEXAS

DESCRIPTION OF PROJECT

PLANS FOR PROPOSED

PROJECT TX FTFW INDA 10(1), 11(1)

REHABILITATION OR RECONSTRUCTION OF RIVER VIEW ROAD,

HATCHERY ENTRANCE ROAD, HATCHERY ENTRANCE SOUTH ROAD,

EDUCATION BUILDING ROAD, AND ASSOCIATED PARKING AREAS

IMPROVEMENT:

PROJECT LENGTH:

LANE MILES:

ROAD:

Schedule A. Roadway Resurfacing and Reconstruction Improvements. Pavement removal, grading, drainage, aggregate base, asphalt concrete pavement, signing, pavement markings, and other miscellaneous work.

Schedule B. Chip seal, pavement removal, grading, aggregate base, asphalt concrete pavement, signing, pavement markings, and other miscellaneous work.

Schedule A

Schedule B

Schedule A

Schedule B

0.67 MILES

0.40 MILES

1.43 MILES

0.43 MILES

WIDTH SURFACE BASE

River View Road - Schedule A 12' 3" GACP 6" Aggregate

River View Road - Schedule B 12' Chip Seal

Hatchery Entrance Road 18' 3" GACP

Hatchery Entrance South Road 18' 3" GACP

Education Building Road 18' 3" GACP

DESIGN DESIGNATION: All Routes

ADT (2019) <100

ADT (2039) <100

DHV <15

D 50/50

%Truck 1%

V (MPH) 15

C/A None e(max) 6%

SPECIFICATIONS:

"Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects", FP-14.

NA

6" Aggregate

6" Aggregate

6" Aggregate

SCHEDULE

A

BURNET COUNTY, TEXAS

N

Victoria

L _JD

SCALE IN MILES

DESCRIPTION STATION TO STATION LENGTH/ AREA RIP Route No./Cycle

River View Road RTE 010 10+10 to 14+75 0.09 MILES 010/04

Visitor Center Parking Area RTE 900 - 900/04

Hatchery Entrance Road RTE 011 100+12 to 115+12 0.28 MILES 011/04

Hatchery Entrance South Road RTE 012 300+12 to 308+66 0.16 MILES 012/04

Hatchery Entrance Picnic Parking RTE 904 - 904/04

Education Building Road RTE lOO 200+00 to 207+20 0.14 MILES lOO/04

Education Building Parking Area RTE 903 - 791 SQYD 903/04

River View Road RTE 010 14+75 to 36+08 0.40 MILES 010/04 � 1--P-,o-je_c_t _M -an_a_g _e,�-H- ig_h_w-ay_ D_ e_ s_ig_n _ M_a- na_ g_e _r �-Le_a_d_D _e _si-g n- e -,� B

Fishing Pier Parking Area RTE 901 - 901/04

� Selam Hailegiorgis Jeff Johnson Chris Howard

STATE PROJECT SHEET

NUMBER

TX TX FTFW INDA 10(1), 11(1) A01

INDEX TO SHEETS

SHEET

NO

DESCRIPTION

AOl Title Sheet

A02 Symbols And Abbreviations

A03 Location Map

A04-A05 Survey Control Data

A06-A10 Centerline Chain Description

BOl-BOS Typical Sections

COl Tabulation of Quantities

CO2-COS Summaries and Schedules

D01-D06 Plan and Profile

K01-K02 Drainage Cross Sections

MOl Erosion and Sediment Control Narrative

M02-M06 Erosion and Sediment Control

NOl Temporary Traffic Control Narrative

P01-P06 Signing and Striping

S01-S25 Standards and Details

T01-T14 Cross Sections

Know what's below.

Call before you dig.

99°/o PLANS

PLANS PREPARED FOR

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

OCTOBER 2020

PLANS PREPARED BY

HDR Engineering, Inc.

1670 Broadway Suite 3400 Denver, CO 80202-4824

SAMMS# 2018310645 166 SQYD

158 SQYD

240 SQYD

Jeffrey.Johnson Cross-Out

Jeffrey.Johnson Cross-Out

Jeffrey.Johnson Cross-Out

Jeffrey.Johnson Cross-Out

Jeffrey.Johnson Pencil

Jeffrey.Johnson Pencil

Jeffrey.Johnson Rectangle

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

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

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

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

Inside diameter ID

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

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.

(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

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

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

BWBroken White

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

BATBackslope Anchor Terminal

Back BK

Footing ftg.

FATFlared Anchor Terminal

Drop Inlet DI

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

DSYDouble Solid Yellow

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

West W

Vertical point of intersection VPI

Vehicle per hour vph embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

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

Maximum max.

Material matl.

Mainline M.L.

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

North N

Normal crown NC or NCR

Nominal Max. Size Aggregate NMSA

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.

Pavement pvmt.

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

SBTSteel Backed Timber

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

SWSolid White

Section Sec.

N

A02

ERCP - Elliptical Reinforced Concrete Pipe approx. - approximate

Az. - Azimuth oAngle Degree -

RCES - Reinforced Concrete End Section

PROJECT SPECIFIC SYMBOLS:

Fiber roll

ABA - Architectural Barriers Act

Fiber roll check dam

PROJECT SPECIFIC ABBREVIATIONS:

U

S E

R

TX

P

M c p w w o r k in g c e n tr a l0 d A I N

D A s y m .d g n

TX FTFW INDA 10(1), 11(1)

INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

NUMBER

SHEET

CONC MON

7.5 IN

BROKEN CAP

0.5 IN REBAR

LCRA

1 YPC

REBAR

0.75 IN

LCRA

1 IN YPC

FOUND

CHISELED X

FOUND

CHISELED X

LCRA

1 IN YPC

YPC

1.5 IN

ALC

BENT

DOI

3.5 IN ALC

PIPE

1.25 IN

LCRA

1 YPC

DOI

3.5 IN ALC

DOI

3.5 IN ALC

DOI

3.5 IN ALC

U

S E

R

TX

P

M c p w w o r k in g c e n tr a l0 d A I N

D A s te .d g n

TX FTFW INDA 10(1), 11(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

110+00

200+

Parking Area, RTE 901

Fishing Pier

Park Road 4 W

LOCATION MAP

A03

Existing Education Center

INKS DAM NATIONAL FISH HATCHERY

Existing Visitor Center

PROPERTY ID 64792

874-418

TRACT (5)

AND WILDLIFE SERVICE

IN TRUST FOR THE U.S. FISH

WILDLIFE FOUNDATION,

NATIONAL FISH &

PROPERTY ID 64792

874-418

TRACT (5)

AND WILDLIFE SERVICE

IN TRUST FOR THE U.S. FISH

WILDLIFE FOUNDATION,

NATIONAL FISH &

PROPERTY ID 64792

BOOK 87, PAGE 241

AKA TRACT THREE

TRACT (4c)

USA

V O

L U

M E

P A

G E S

V A

R I A

B L E W

I D

T H T

R A

N S

M I S

S I O

N L I N

E E

A S

E M

E N

T

VOLUME 874, PAGES 429-436

50' INGRESS & EGRESS EASEMENT

NO SCALE

Parking Area, RTE 900

Visitor Center

Bu rne t 1

0 m iles

M a rb le F a lls 1 m ile s

Education Building Parking RTE 903

ABA Parking, RTE 901

Fishing Pier

RTE 903, 208+11

End Education Building Parking

RTE 903, 207+20

Begin Education Building Parking

RTE 100AZ

End Education Building Road

RTE 100AZ, 200+00

End Entrance Road

Begin Education Building Road

RTE 011, 100+12

Begin Hatchery Entrance Road

RTE 012, 300+12

Begin Hatchery Entrance South Road

RTE 012, 308+66

End Hatchery Entrance South Road

RTE 010, 14+75

River View Road

Begin Schedule B

End Schedule A

RTE 011, 115+12

End Hatchery Entrance Road

RTE 010, 10+10

Begin River View Road

Schedule A

RTE 010, 36+08

River View Road

End Schedule B

Field Office Area

Match Line

Match Line

Potential Staging Area

Potential Staging Area

RECORDED 6-17-1940

VOLUME 89, PAGE 41

TEXAS STATE PARKS BOARD

ON BURNET-CAD.ORG

PER PROPERTY ID 47882

LOWER COLORADO RIVER AUTHORITY

Hatchery Entrance Picnic Parking RTE 904

SURVEY CONTROL DATA

Point Number

Point Number

NO SCALE

NOTES:

2.

1.

Point Number

STERLING, VIRGINIA

Geodetic Azimuth = Grid Azimuth + Mapping Angle

To compute Geodetic Azimuths use the following formula:

points.

computed distance by a mean combined factor of the two

Inverse the state plane coordinates and divide the on the ground:

To precisely check distances between points as measured

A04

R iv e r

V ie w R o a d R

T E

R iv e r

V ie w R o a d R

T E

R iv e r

V ie w R o a d R

T E

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

TX

P

M c p w w o r k in g c e n tr a l0 d A I N

D A s u r .d g n

TX FTFW INDA 10(1), 11(1)

INKS DAM NATIONAL FISH HATCHERY

oo

A z .5

.1

A z.

2.

9.

o o

Az . 2

.5934

.53

A z .6

.3 o o

A z . 1

.5

.2

A z.

.6

.6 0'

SURVEY CONTROL DATA

Point Number

Point Number

NO SCALE

Point Number

Point Number

Point Number

Point Number

A05

P a r k R o a d W

P a r k R o a d W

River View Road RTE 010

H a tc h e ry E n tra n c e R o a d R

T E

H a tch ery E n tra n ce R o a d R

T E

H a tc h e ry E n tra n c e R o a d R

T E

E d u c a ti o n B u il d in g R o a d R

T E

A Z

H a tc h e r y E n tr a n c e R o a d R

T E

H a tc h e ry E n tra n c e S o u th R o a d R

T E

H a tc h e ry E n tra n c e S o u th R o a d R

T E

H a tc h e ry E n tra n c e S o u th R o a d R

T E

Hatche ry Ent rance Road R

TE 011

U

S E

R

TX

P

M c p w w o r k in g c e n tr a l0 d A I N

D A s u r .d g n

TX FTFW INDA 10(1), 11(1)

INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

o o

Az. 276.00

94.19'

A z . 1

.4

.8 o oAz. 198.16

9.37'

Az. 56.23

26.84' o o

A z.

.6

.9

Az. 123.65

34.69' o o

Az. 303.40

70.08'

Az. 350.71

19.42' o o

Az. 156.22

22.10'

Az. 171.42

23.41' o o

Az . 2

.8

.4 7'

A z .3

.1

DESCRIPTION

CENTERLINE CHAIN

A06

Chain ER010_B contains:

ER0104 CUR ER010_B-1 CUR ER010_B-2 CUR ER010_B-3 CUR ER010_B-4 CUR ER010_B-5 C-

UR ER010_B-6 CUR ER010_B-7 CUR ER010_B-8 CUR ER010_B-9 CUR ER010_B-10 CUR ER010-

_B-11 CUR ER010_B-12 CUR ER010_B-13 CUR ER010_B-14 CUR ER010_B-15 CUR ER010_B-1-

6 ER0105

Beginning chain ER010_B description

Point ER0104 N 10,232,666.4687 E 2,908,257.8046 Sta 14+75.00

Course from ER0104 to PC ER010_B-1 S 88° 09' 04.77" W Dist 83.8259

Ending chain ER010_A description

Point ER0103 N 10,232,666.4687 E 2,908,257.8046 Sta 14+75.00

Course from PT ER010_A-2 to ER0103 S 88° 09' 04.77" W Dist 99.2081

Chord Bear = N 86° 39' 35.95" W

Ahead = S 88° 09' 04.77" W

Back = N 81° 28' 16.68" W

C.C. N 10,232,094.9684 E 2,908,375.5105

P.T. Station 13+75.79 N 10,232,669.6691 E 2,908,356.9611

P.C. Station 12+71.65 N 10,232,663.6099 E 2,908,460.7858

Mid. Ord. = 2.3562

Long Chord = 104.0014

External = 2.3659

Radius = 575.0000

Length = 104.1436

Tangent = 52.2146

Degree = 9° 57' 52.14"

Delta = 10° 22' 38.56" (LT)

P.I. Station 13+23.86 N 10,232,671.3536 E 2,908,409.1486

Curve ER010_A-2

Curve Data

Course from PT ER010_A-1 to PC ER010_A-2 N 81° 28' 16.68" W Dist 98.4273

Chord Bear = N 84° 05' 51.36" W

Ahead = N 81° 28' 16.68" W

Back = N 86° 43' 26.05" W

C.C. N 10,233,539.0602 E 2,908,691.5990

P.T. Station 11+73.22 N 10,232,649.0127 E 2,908,558.1247

P.C. Station 10+90.71 N 10,232,640.5310 E 2,908,640.1663

Mid. Ord. = 0.9453

Long Chord = 82.4788

External = 0.9463

Radius = 900.0000

Length = 82.5077

Tangent = 41.2828

Degree = 6° 21' 58.31"

Delta = 5° 15' 09.37" (RT)

P.I. Station 11+32.00 N 10,232,642.8902 E 2,908,598.9509

Curve ER010_A-1

Course from ER0102 to PC ER010_A-1 N 86° 43' 26.05" W Dist 90.7132

Point ER0102 N 10,232,635.3470 E 2,908,730.7312 Sta 10+00.00

Beginning chain ER010_A description

ER0102 CUR ER010_A-1 CUR ER010_A-2 ER0103

Chain ER010_A contains:

Curve Data

Curve ER010_B-1

P.I. Station 15+70.37 N 10,232,663.3921 E 2,908,162.4845

Delta = 1° 06' 08.37" (RT)

Degree = 4° 46' 28.73"

Tangent = 11.5439

Length = 23.0870

Radius = 1,200.0000

External = 0.0555

Long Chord = 23.0867

Mid. Ord. = 0.0555

P.C. Station 15+58.83 N 10,232,663.7645 E 2,908,174.0223

P.T. Station 15+81.91 N 10,232,663.2417 E 2,908,150.9416

C.C. N 10,233,863.1399 E 2,908,135.3105

Back = S 88° 09' 04.77" W

Ahead = S 89° 15' 13.13" W

Chord Bear = S 88° 42' 08.95" W

Course from PT ER010_B-1 to PC ER010_B-2 S 89° 15' 13.13" W Dist 145.6450

Curve ER010_B-2

P.I. Station 17+41.61 N 10,232,661.1616 E 2,907,991.2626

Delta = 1° 20' 28.96" (RT)

Degree = 4° 46' 28.73"

Tangent = 14.0475

Length = 28.0938

Radius = 1,200.0000

External = 0.0822

Long Chord = 28.0931

Mid. Ord. = 0.0822

P.C. Station 17+27.56 N 10,232,661.3446 E 2,908,005.3089

P.T. Station 17+55.65 N 10,232,661.3075 E 2,907,977.2158

C.C. N 10,233,861.2427 E 2,907,989.6778

Back = S 89° 15' 13.13" W

Ahead = N 89° 24' 17.90" W

Chord Bear = S 89° 55' 27.61" W

Course from PT ER010_B-2 to PC ER010_B-3 N 89° 24' 17.90" W Dist 144.9910

Curve ER010_B-3

P.I. Station 19+80.02 N 10,232,663.6375 E 2,907,752.8582

Delta = 55° 46' 29.45" (LT)

Degree = 38° 11' 49.87"

Tangent = 79.3788

Length = 146.0182

Radius = 150.0000

External = 19.7085

Long Chord = 140.3207

Mid. Ord. = 17.4198

P.C. Station 19+00.64 N 10,232,662.8132 E 2,907,832.2326

P.T. Station 20+46.66 N 10,232,598.4717 E 2,907,707.5327

C.C. N 10,232,512.8213 E 2,907,830.6749

Back = N 89° 24' 17.90" W

Ahead = S 34° 49' 12.65" W

Chord Bear = S 62° 42' 27.37" W

Course from PT ER010_B-3 to PC ER010_B-4 S 34° 49' 12.65" W Dist 123.0593

Curve ER010_B-4

P.I. Station 21+99.87 N 10,232,472.6957 E 2,907,620.0504

Delta = 33° 33' 17.66" (RT)

Degree = 57° 17' 44.81"

Tangent = 30.1488

Length = 58.5644

Radius = 100.0000

External = 4.4459

Long Chord = 57.7310

Mid. Ord. = 4.2567

P.C. Station 21+69.72 N 10,232,497.4464 E 2,907,637.2655

P.T. Station 22+28.28 N 10,232,461.5850 E 2,907,592.0235

C.C. N 10,232,554.5466 E 2,907,555.1706

Back = S 34° 49' 12.65" W

Ahead = S 68° 22' 30.31" W

Chord Bear = S 51° 35' 51.48" W

Course from PT ER010_B-4 to PC ER010_B-5 S 68° 22' 30.30" W Dist 45.2907

Curve ER010_B-5

P.I. Station 23+09.71 N 10,232,431.5777 E 2,907,516.3299

Delta = 23° 19' 58.44" (LT)

Degree = 32° 44' 25.60"

Tangent = 36.1339

Length = 71.2663

Radius = 175.0000

External = 3.6915

Long Chord = 70.7749

Mid. Ord. = 3.6153

U

S E

R

TX

P

M c p w w o r k in g c e n tr a l0 d A I N

D A c e n te r li n e d e s c r ip ti o n .d g n

TX FTFW INDA 10(1), 11(1)

INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

A07

Mid. Ord. = 0.5198

P.C. Station 28+34.24 N 10,232,014.5401 E 2,907,202.9614

P.T. Station 28+51.91 N 10,232,002.5323 E 2,907,190.0537

C.C. N 10,231,954.0042 E 2,907,247.2379

Back = S 53° 49' 04.53" W

Ahead = S 40° 19' 07.91" W

Chord Bear = S 47° 04' 06.22" W

Course from PT ER010_B-9 to PC ER010_B-10 S 40° 19' 07.92" W Dist 27.6207

Curve ER010_B-10

P.I. Station 29+03.38 N 10,231,963.2894 E 2,907,156.7511

Delta = 26° 49' 37.69" (LT)

Degree = 57° 17' 44.81"

Tangent = 23.8484

Length = 46.8222

Radius = 100.0000

External = 2.8044

Long Chord = 46.3957

Mid. Ord. = 2.7279

P.C. Station 28+79.54 N 10,231,981.4728 E 2,907,172.1820

P.T. Station 29+26.36 N 10,231,940.0992 E 2,907,151.1872

C.C. N 10,231,916.7687 E 2,907,248.4276

Back = S 40° 19' 07.91" W

Ahead = S 13° 29' 30.22" W

Chord Bear = S 26° 54' 19.07" W

Course from PT ER010_B-10 to PC ER010_B-11 S 13° 29' 30.22" W Dist 15.8435

Curve ER010_B-11

P.I. Station 29+72.68 N 10,231,895.0584 E 2,907,140.3807

Delta = 33° 53' 51.96" (RT)

Degree = 57° 17' 44.81"

Tangent = 30.4755

Length = 59.1628

Radius = 100.0000

External = 4.5407

Long Chord = 58.3037

Mid. Ord. = 4.3435

P.C. Station 29+42.20 N 10,231,924.6929 E 2,907,147.4908

P.T. Station 30+01.36 N 10,231,874.4261 E 2,907,117.9516

C.C. N 10,231,948.0234 E 2,907,050.2505

Back = S 13° 29' 30.22" W

Ahead = S 47° 23' 22.18" W

Chord Bear = S 30° 26' 26.20" W

Curve ER010_B-12

P.I. Station 30+03.46 N 10,231,873.0071 E 2,907,116.4090

Delta = 5° 59' 56.05" (LT)

Degree = 143° 14' 22.07"

Tangent = 2.0959

Length = 4.1880

Radius = 40.0000

External = 0.0549

Long Chord = 4.1861

Mid. Ord. = 0.0548

P.C. Station 30+01.36 N 10,231,874.4261 E 2,907,117.9516

P.T. Station 30+05.55 N 10,231,871.4347 E 2,907,115.0232

C.C. N 10,231,844.9872 E 2,907,145.0320

Back = S 47° 23' 22.18" W

Ahead = S 41° 23' 26.13" W

Chord Bear = S 44° 23' 24.15" W

Course from PT ER010_B-12 to PC ER010_B-13 S 41° 23' 26.13" W Dist 52.2780

Curve ER010_B-13

P.I. Station 30+61.40 N 10,231,829.5361 E 2,907,078.0968

Delta = 4° 05' 23.27" (LT)

Degree = 57° 17' 44.81"

Tangent = 3.5705

Length = 7.1380

Radius = 100.0000

External = 0.0637

Long Chord = 7.1365

Mid. Ord. = 0.0637

P.C. Station 22+73.58 N 10,232,444.8941 E 2,907,549.9206

P.T. Station 23+44.84 N 10,232,406.0460 E 2,907,490.7606

C.C. N 10,232,282.2112 E 2,907,614.4131

Back = S 68° 22' 30.31" W

Ahead = S 45° 02' 31.87" W

Chord Bear = S 56° 42' 31.09" W

Course from PT ER010_B-5 to PC ER010_B-6 S 45° 02' 31.87" W Dist 43.0321

Curve ER010_B-6

P.I. Station 24+12.81 N 10,232,358.0186 E 2,907,442.6624

Delta = 10° 21' 48.94" (LT)

Degree = 20° 50' 05.38"

Tangent = 24.9389

Length = 49.7417

Radius = 275.0000

External = 1.1285

Long Chord = 49.6739

Mid. Ord. = 1.1239

P.C. Station 23+87.87 N 10,232,375.6401 E 2,907,460.3099

P.T. Station 24+37.62 N 10,232,337.5100 E 2,907,428.4729

C.C. N 10,232,181.0426 E 2,907,654.6210

Back = S 45° 02' 31.87" W

Ahead = S 34° 40' 42.93" W

Chord Bear = S 39° 51' 37.40" W

Course from PT ER010_B-6 to PC ER010_B-7 S 34° 40' 42.93" W Dist 154.5935

Curve ER010_B-7

P.I. Station 26+28.45 N 10,232,180.5744 E 2,907,319.8923

Delta = 8° 17' 30.29" (LT)

Degree = 11° 27' 32.96"

Tangent = 36.2428

Length = 72.3591

Radius = 500.0000

External = 1.3118

Long Chord = 72.2960

Mid. Ord. = 1.3084

P.C. Station 25+92.21 N 10,232,210.3790 E 2,907,340.5135

P.T. Station 26+64.57 N 10,232,148.1076 E 2,907,303.7849

C.C. N 10,231,925.8929 E 2,907,751.6919

Back = S 34° 40' 42.93" W

Ahead = S 26° 23' 12.64" W

Chord Bear = S 30° 31' 57.78" W

Course from PT ER010_B-7 to PC ER010_B-8 S 26° 23' 12.64" W Dist 43.8009

Curve ER010_B-8

P.I. Station 27+69.38 N 10,232,054.2119 E 2,907,257.2016

Delta = 27° 25' 51.89" (RT)

Degree = 22° 55' 05.92"

Tangent = 61.0153

Length = 119.6907

Radius = 250.0000

External = 7.3380

Long Chord = 118.5508

Mid. Ord. = 7.1288

P.C. Station 27+08.37 N 10,232,108.8702 E 2,907,284.3185

P.T. Station 28+28.06 N 10,232,018.1913 E 2,907,207.9534

C.C. N 10,232,219.9776 E 2,907,060.3651

Back = S 26° 23' 12.64" W

Ahead = S 53° 49' 04.53" W

Chord Bear = S 40° 06' 08.58" W

Course from PT ER010_B-8 to PC ER010_B-9 S 53° 49' 04.53" W Dist 6.1848

Curve ER010_B-9

P.I. Station 28+43.12 N 10,232,009.3000 E 2,907,195.7970

Delta = 13° 29' 56.62" (LT)

Degree = 76° 23' 39.74"

Tangent = 8.8762

Length = 17.6702

Radius = 75.0000

External = 0.5234

Long Chord = 17.6294

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TX FTFW INDA 10(1), 11(1)

INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

A08

Chain ER011_6 contains:

ER0116 CUR ER011_61 CUR ER011_62 CUR ER011_63 CUR ER011_64 CUR ER011_65 CUR ER-

011_66 ER0117 ER0118

Beginning chain ER011_6 description

Point ER0116 N 10,231,344.2729 E 2,909,381.3768 Sta 99+00.00

Course from ER0116 to PC ER011_61 N 51° 33' 29.62" W Dist 132.5280

Curve Data

Curve ER011_61

P.I. Station 100+81.57 N 10,231,457.1584 E 2,909,239.1638

Delta = 52° 14' 54.45" (LT)

Degree = 57° 17' 44.81"

Tangent = 49.0419

Length = 91.1908

Radius = 100.0000

External = 11.3782

Long Chord = 88.0638

Mid. Ord. = 10.2159

P.C. Station 100+32.53 N 10,231,426.6681 E 2,909,277.5755

P.T. Station 101+23.72 N 10,231,445.4547 E 2,909,191.5389

C.C. N 10,231,348.3441 E 2,909,215.4036

Back = N 51° 33' 29.62" W

Ahead = S 76° 11' 35.93" W

Chord Bear = N 77° 40' 56.85" W

Curve ER011_62

P.I. Station 101+72.69 N 10,231,433.7670 E 2,909,143.9788

Delta = 52° 11' 12.37" (RT)

Degree = 57° 17' 44.81"

Tangent = 48.9752

Length = 91.0831

Radius = 100.0000

External = 11.3489

Long Chord = 87.9671

Mid. Ord. = 10.1922

P.C. Station 101+23.72 N 10,231,445.4547 E 2,909,191.5389

P.T. Station 102+14.80 N 10,231,464.1744 E 2,909,105.5867

C.C. N 10,231,542.5654 E 2,909,167.6742

Back = S 76° 11' 35.93" W

Ahead = N 51° 37' 11.70" W

Chord Bear = N 77° 42' 47.89" W

Course from PT ER011_62 to PC ER011_63 N 51° 37' 11.70" W Dist 104.3141

Curve ER011_63

P.I. Station 103+98.63 N 10,231,578.3103 E 2,908,961.4802

Delta = 43° 21' 49.73" (RT)

Degree = 28° 38' 52.40"

Tangent = 79.5165

Length = 151.3683

Radius = 200.0000

External = 15.2275

Long Chord = 147.7813

Mid. Ord. = 14.1501

P.C. Station 103+19.12 N 10,231,528.9405 E 2,909,023.8139

P.T. Station 104+70.48 N 10,231,657.0027 E 2,908,950.0618

C.C. N 10,231,685.7223 E 2,909,147.9890

Back = N 51° 37' 11.70" W

Ahead = N 8° 15' 21.97" W

Chord Bear = N 29° 56' 16.83" W

Course from PT ER011_63 to PC ER011_64 N 8° 15' 21.97" W Dist 135.2055

Curve ER011_64

P.I. Station 106+86.99 N 10,231,871.2659 E 2,908,918.9718

Delta = 18° 28' 16.64" (RT)

Degree = 11° 27' 32.96"

Tangent = 81.3016

Length = 161.1924

Radius = 500.0000

External = 6.5668

Long Chord = 160.4953

Mid. Ord. = 6.4817

P.C. Station 106+05.69 N 10,231,790.8070 E 2,908,930.6465

P.T. Station 107+66.88 N 10,231,951.2788 E 2,908,933.3902

C.C. N 10,231,862.6060 E 2,909,425.4646

Back = N 8° 15' 21.97" W

Ahead = N 10° 12' 54.67" E

Chord Bear = N 0° 58' 46.35" E

Course from PT ER011_64 to PC ER011_65 N 10° 12' 54.67" E Dist 118.2304

P.C. Station 30+57.83 N 10,231,832.2148 E 2,907,080.4576

P.T. Station 30+64.97 N 10,231,826.6958 E 2,907,075.9330

C.C. N 10,231,766.0959 E 2,907,155.4796

Back = S 41° 23' 26.13" W

Ahead = S 37° 18' 02.85" W

Chord Bear = S 39° 20' 44.49" W

Course from PT ER010_B-13 to PC ER010_B-14 S 37° 18' 02.85" W Dist 21.9025

Curve ER010_B-14

P.I. Station 30+96.01 N 10,231,802.0061 E 2,907,057.1239

Delta = 4° 11' 08.17" (RT)

Degree = 22° 55' 05.92"

Tangent = 9.1356

Length = 18.2631

Radius = 250.0000

External = 0.1669

Long Chord = 18.2591

Mid. Ord. = 0.1668

P.C. Station 30+86.87 N 10,231,809.2731 E 2,907,062.6601

P.T. Station 31+05.13 N 10,231,795.1624 E 2,907,051.0721

C.C. N 10,231,960.7730 E 2,906,863.7939

Back = S 37° 18' 02.85" W

Ahead = S 41° 29' 11.02" W

Chord Bear = S 39° 23' 36.93" W

Course from PT ER010_B-14 to PC ER010_B-15 S 41° 29' 11.02" W Dist 228.4901

Curve ER010_B-15

P.I. Station 33+70.86 N 10,231,596.1067 E 2,906,875.0467

Delta = 3° 02' 48.30" (LT)

Degree = 4° 05' 33.20"

Tangent = 37.2319

Length = 74.4462

Radius = 1,400.0000

External = 0.4950

Long Chord = 74.4374

Mid. Ord. = 0.4948

P.C. Station 33+33.62 N 10,231,623.9976 E 2,906,899.7107

P.T. Station 34+08.07 N 10,231,566.9443 E 2,906,851.9000

C.C. N 10,230,696.5785 E 2,907,948.4689

Back = S 41° 29' 11.02" W

Ahead = S 38° 26' 22.71" W

Chord Bear = S 39° 57' 46.87" W

Course from PT ER010_B-15 to PC ER010_B-16 S 38° 26' 22.71" W Dist 141.9007

Curve ER010_B-16

P.I. Station 35+76.36 N 10,231,435.1252 E 2,906,747.2729

Delta = 19° 57' 33.09" (LT)

Degree = 38° 11' 49.87"

Tangent = 26.3940

Length = 52.2530

Radius = 150.0000

External = 2.3044

Long Chord = 51.9892

Mid. Ord. = 2.2696

P.C. Station 35+49.97 N 10,231,455.7987 E 2,906,763.6818

P.T. Station 36+02.22 N 10,231,410.0924 E 2,906,738.9066

C.C. N 10,231,362.5452 E 2,906,881.1713

Back = S 38° 26' 22.71" W

Ahead = S 18° 28' 49.62" W

Chord Bear = S 28° 27' 36.17" W

Course from PT ER010_B-16 to ER0105 S 18° 28' 49.62" W Dist 20.8263

Point ER0105 N 10,231,390.3400 E 2,906,732.3050 Sta 36+23.05

Ending chain ER010_B description

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INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

A09

Curve ER011_65

P.I. Station 109+59.65 N 10,232,140.9896 E 2,908,967.5765

Delta = 33° 12' 11.89" (LT)

Degree = 22° 55' 05.92"

Tangent = 74.5361

Length = 144.8767

Radius = 250.0000

External = 10.8747

Long Chord = 142.8580

Mid. Ord. = 10.4214

P.C. Station 108+85.11 N 10,232,067.6350 E 2,908,954.3579

P.T. Station 110+29.99 N 10,232,209.6065 E 2,908,938.4672

C.C. N 10,232,111.9715 E 2,908,708.3207

Back = N 10° 12' 54.67" E

Ahead = N 22° 59' 17.22" W

Chord Bear = N 6° 23' 11.27" W

Course from PT ER011_65 to PC ER011_66 N 22° 59' 17.22" W Dist 145.8620

Curve ER011_66

P.I. Station 111+85.01 N 10,232,352.3152 E 2,908,877.9259

Delta = 4° 11' 44.11" (LT)

Degree = 22° 55' 05.92"

Tangent = 9.1574

Length = 18.3067

Radius = 250.0000

External = 0.1677

Long Chord = 18.3026

Mid. Ord. = 0.1675

P.C. Station 111+75.85 N 10,232,343.8850 E 2,908,881.5022

P.T. Station 111+94.16 N 10,232,360.4612 E 2,908,873.7424

C.C. N 10,232,246.2499 E 2,908,651.3558

Back = N 22° 59' 17.22" W

Ahead = N 27° 11' 01.32" W

Chord Bear = N 25° 05' 09.27" W

Course from PT ER011_66 to ER0117 N 27° 11' 01.32" W Dist 245.7756

Point ER0117 N 10,232,579.0900 E 2,908,761.4610 Sta 114+39.93

Course from ER0117 to ER0118 N 28° 38' 42.43" W Dist 100.0000

Point ER0118 N 10,232,666.8506 E 2,908,713.5227 Sta 115+39.93

Ending chain ER011_6 description

P.I. Station 201+35.84 N 10,232,201.3220 E 2,908,978.4485

Delta = 16° 53' 58.59" (RT)

Degree = 14° 19' 26.20"

Tangent = 59.4222

Length = 117.9815

Radius = 400.0000

External = 4.3897

Long Chord = 117.5543

Mid. Ord. = 4.3420

P.C. Station 200+76.42 N 10,232,142.8417 E 2,908,967.9103

P.T. Station 201+94.40 N 10,232,254.2134 E 2,909,005.5317

C.C. N 10,232,071.9034 E 2,909,361.5697

Back = N 10° 12' 54.67" E

Ahead = N 27° 06' 53.26" E

Chord Bear = N 18° 39' 53.97" E

P.I. Station 203+43.17 N 10,232,386.6342 E 2,909,073.3380

Delta = 9° 37' 58.97" (RT)

Degree = 11° 27' 32.96"

Tangent = 42.1314

Length = 84.0642

Radius = 500.0000

External = 1.7719

Long Chord = 83.9652

Mid. Ord. = 1.7657

P.C. Station 203+01.04 N 10,232,349.1332 E 2,909,054.1356

P.T. Station 203+85.10 N 10,232,420.3931 E 2,909,098.5450

C.C. N 10,232,121.2458 E 2,909,499.1831

Back = N 27° 06' 53.26" E

Ahead = N 36° 44' 52.24" E

Chord Bear = N 31° 55' 52.75" E

P.I. Station 206+73.03 N 10,232,651.0987 E 2,909,270.8075

Delta = 31° 04' 28.43" (LT)

Degree = 38° 11' 49.87"

Tangent = 41.7038

Length = 81.3530

Radius = 150.0000

External = 5.6895

Long Chord = 80.3596

Mid. Ord. = 5.4815

P.C. Station 206+31.32 N 10,232,617.6824 E 2,909,245.8563

P.T. Station 207+12.68 N 10,232,692.5982 E 2,909,274.9302

C.C. N 10,232,707.4266 E 2,909,125.6649

Back = N 36° 44' 52.24" E

Ahead = N 5° 40' 23.81" E

Chord Bear = N 21° 12' 38.02" E

P.I. Station 207+55.21 N 10,232,734.9238 E 2,909,279.1349

Delta = 11° 52' 27.33" (RT)

Degree = 14° 00' 31.49"

Tangent = 42.5339

Length = 84.7632

Radius = 409.0000

External = 2.2057

Long Chord = 84.6116

Mid. Ord. = 2.1939

P.C. Station 207+12.68 N 10,232,692.5982 E 2,909,274.9302

P.T. Station 207+97.44 N 10,232,775.4785 E 2,909,291.9587

C.C. N 10,232,652.1662 E 2,909,681.9268

Back = N 5° 40' 23.81" E

Ahead = N 17° 32' 51.14" E

Chord Bear = N 11° 36' 37.47" E

Curve ER100AZ-2

Course from PT ER100AZ-2 to PC ER100AZ-3 N 36° 44' 52.24" E Dist 246.2189

Curve ER100AZ-3

Curve ER100AZ-4

Course from PT ER100AZ-4 to ER100AZ2 N 17° 32' 51.14" E Dist 25.2537

Point ER100AZ2 N 10,232,799.5571 E 2,909,299.5727 Sta 208+22.69

Ending chain ER100AZ description

Chain ER100AZ contains:

ER100AZ1 CUR ER100AZ-1 CUR ER100AZ-2 CUR ER100AZ-3 CUR ER100AZ-4 ER100AZ2

Beginning chain ER100AZ description

Point ER100AZ1 N 10,232,067.6350 E 2,908,954.3579 Sta 200+00.00

Course from ER100AZ1 to PC ER100AZ-1 N 10° 12' 54.67" E Dist 76.4180

Curve ER100AZ-1

Course from PT ER100AZ-1 to PC ER100AZ-2 N 27° 06' 53.26" E Dist 106.6401

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INKS DAM NATIONAL FISH HATCHERY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

A10

Chain ER012_2 contains:

ER01221 CUR ER012_21 CUR ER012_22 CUR ER012_23 CUR ER012_24 CUR ER012_25 CUR E-

R012_26

Beginning chain ER012_2 description

Point ER01221 N 10,230,902.5642 E 2,909