1-Right-of-Way Plan 9-27-2024.pdf

RECOMMENDED DATE:

DATE:

DATE:

DATE:DATE:

PREPARED BY:

PROFESSIONAL ENGINEER

PREPARED BY:

0.111585.00

PLAN PREPARATION

PROFESSIONAL LAND SURVEYOR

D -

T -

SHOULDER WIDTH -

PAVEMENT WIDTH -

DESIGN SPEED -

HIGHWAY CLASSIFICATION - CURRENT ADT -

RECORDER

DATE

WITNESS MY HAND AND SEAL OF OFFICE

PAGEBOOKIN

COUNTY, PA.

RECORDING OF DEEDS, ETC. IN

RECORDED IN THE OFFICE FOR THE

ENGINEER

REGISTERED

PROFESSIONAL

C O

M

M

O NWEALT

H

F

P

E N

NS YL VA

N I

APE043694E

DIANE P PURDY

1-0

DESIGN DESIGNATION

SCALE

HORIZONTAL

FEET500 25

TRAFFIC DATA

PROFESSIONAL

REGISTERED

C O

M M

ONWEALT

H

O F

A

I

NAVLYSNN

E P

JONATHAN R. TWEED

SURVEYOR

LAND

53527-E

No.

TO STA. LENGTHFROM STA. FT. MI.

SECTION

FOR

OF

DRAWINGS AUTHORIZING ACQUISITION

RIGHT-OF-WAY

THE EMINENT DOMAIN CODE, 26 Pa.C.S., SECTION 302(b)(3).

CODE, AS AMENDED, 71 P.S. SECTION 513(e), AND SECTION 302(b)(3) OF

THIS PLAN PREPARED PURSUANT TO SECTION 2003(e) OF THE ADMINISTRATIVE

ELK CREEK TOWNSHIP

T-313 000 R/W

TOTAL SHEETSDISTRICT COUNTY TOWNSHIP BOROUGH ROUTE SECTION

ERIE ELK CREEK T-313 000 R/W

14+40.00 20+25.00

40 MPH

20'-0"

4'-0"

RURAL LOCAL ROAD 256 (2023)

279 (2043)

DHV - 22

10%

STATE COLLEGE, PA 16801

SUITE 201B

270 WALKER DRIVE

DESIGNER: URBAN ENGINEERS, INC

ERIE

WITNESS MY HAND AND NOTARIAL SEAL

AND DESIRED THAT THE SAME BE RECORDED.

BE AN OFFICIAL PLAN OF ELK CREEK TOWNSHIP

THE WITHIN PLAN, COMPRISING OF SHEETS, TO

OF ELK CREEK TOWNSHIP, WHO ACKNOWLEDGED

BEFORE ME, A NOTARY PUBLIC,

SS COUNTY OF ERIE

COMMONWEALTH OF PENNSYLVANIA

URBAN ENGINEERS, INC URBAN ENGINEERS, INC

APPROVAL

APPROVAL

ELK CREEK TOWNSHIP

ERIE COUNTY, PENNSYLVANIA

IN ELK CREEK TOWNSHIP

59%

DESIGN YEAR ADT -

O P

E R

A T

O R

F I

L E

N A

M

D

D D

R

V I

S E

D

P L

O T

T E

D

T

P r o j e c t s

E R I

E

S h e r r o d i l a

B r i d g e

D r a w i n g s

R O

W

S h e r r

W

T t e

S h e e t d g n

M

SHERROD HILL ROAD

ERIE, PA 16501

152 W 12TH STREET

09.27.2024 09.27.2024

PROJECT

LEGEND

LOCATION MAP

LIST OF EQUALITIES

GENERAL NOTES

OR INTEREST NOTED ON THE PLAN SHEET.

ACQUIRED IN FEE SIMPLE SHALL BE ACQUIRED IN THE LESSER ESTATE

IN FEE SIMPLE UNLESS OTHERWISE NOTED. AREAS, IF ANY, NOT TO BE

ALL REQUIRED RIGHT-OF-WAY FOR THIS PROJECT SHALL BE ACQUIRED

STATIONS MIFT

TABULATION OF AUTHORIZATION LENGTH

585.00 0.111

SUMMARY OF PROJECT COORDINATES

POINT

NORTH EAST

COORDINATES

STATION BEARINGROUTE

NOT IMPLY A PRECISION BEYOND TWO (2) PLACES. ONLY AND DO

NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES

LIST OF PUBLIC UTILITIES

PA-ONE-CALL PHONE: 1-800-242-1776, SERIAL NUMBER (DESIGN) - 20213632294 ELK CREEK TOWNSHIP

STATE ROUTE

TOWNSHIP ROAD

T-313 STA 14+40.00 TO STA 20+25.00

1/20

SCALE

1 MILE

LEGEND OWNER ADDRESS REPRESENTATIVE TELEPHONE/EMAIL

E

THIS PROJECT.

NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR

FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE

RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD,

THE HALF CIRCLED NUMBER INDICATES A SCALED DIMENSION.

50'

+85

SHEET INDEX

SHEETDESCRIPTION

TITLE SHEET

LOCATION MAP AND GENERAL NOTES

11+00.00 625901.9400 1295145.7602 S 75°10'58" E

RIGHT-OF-WAY CLAIM INFORMATION

PLAN SHEET AND

PI

PI

ACQUISITION THEREUNDER.

ACQUISITION OR SUBSEQUENTLY REVISING THE PLAN OR REAUTHORIZING

ELK CREEK TOWNSHIP OFFICIAL'S SIGNATURE INITIALLY AUTHORIZING

UNDER THIS PLAN EXTENDS FOR ONLY ONE YEAR FROM THE DATE OF THE

RESTRICT THE USE OR DISPOSAL THEREOF. AUTHORIZATION TO CONDEMN

DESIGNATED THEREIN AND DOES NOT IN ANY MANNER WHATSOEVER

THE FILING OF THIS PLAN IS NOT A CONDEMNATION OF THE PROPERTIES

TOWNSHIP ROAD

STATIONS AND OFFSETS ARE REFERENCED TO RIGHT-OF-WAY BASELINE.

RIGHT-OF-WAY BREAK POINTS AND TEMPORARY CONSTRUCTION EASEMENT

BASED ON PENNSYLVANIA STATE PLANE - NORTH ZONE COORDINATE SYSTEM

LIMIT OF AUTHORIZATION

ERIE COUNTY

ELK CREEK TOWNSHIP

T-313 SEC 000 R/W

STA 14+40.00

LIMIT OF AUTHORIZATION

ERIE COUNTY

ELK CREEK TOWNSHIP

T-313 SEC 000 R/W

STA 20+25.00

PC

11+55.35 625887.7855 1295199.2682

12+84.55 625856.1874 1295324.5480

16+13.17 625782.0667 1295644.6959

17+17.53 625758.5281 1295746.3654

18+18.48 625780.6935 1295848.3430

21+49.45 625850.9897 1296171.7585

PT

PI

S 75°50'39" E

S 76°57'52" E

POB

POE

N 77°44'14" E

OF 1988 (NAVD 88).

VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM

COORDINATE SYSTEM (NORTH ZONE) NAD 83.

HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE

NORTH EAST

COORDINATES

STATIONROUTE

NOT IMPLY A PRECISION BEYOND TWO (2) PLACES. ONLY AND DO

NOTE: FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES

BASED ON PENNSYLVANIA STATE PLANE - NORTH ZONE COORDINATE SYSTEM

SIDE

(FEET)

OFFSET

SUMMARY OF REQUIRED RIGHT-OF-WAY BREAK POINT COORDINATES

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

LT

14+60.00

14+60.00

15+25.00

15+25.00

16+45.00

16+45.00

17+00.00

17+00.00

17+60.00

18+00.00

18+25.00

18+25.00

18+60.00

18+60.00

20+00.00

25.00

35.00

35.00

25.00

25.16

30.00

30.00

40.00

40.00

45.00

45.00

65.00

90.00

90.00

30.00

30.00

625840.9701

625850.7124

625836.0514

625826.3091

625800.7965

625805.5748

625800.4455

625810.4372

1295501.1139

1295503.3695

1295566.6945

1295564.4389

1295679.9143

1295680.6808

1295731.8459

1295732.2536

625811.7380

625816.7185

625821.4460

625845.5946

625870.0242

625877.4580

625818.8270

625848.5625

1295787.0388

1295786.5981

1295822.4053

1295840.9052

1295835.5953

1295869.7967

1295882.5405

1296019.3462

17+60.00

20+00.00 LT 25.00 625843.6766 1296020.4082

20+25.00

20+25.00

18+25.00

18+18.48

16+50.00

16+50.00

16+13.17

16+00.00

15+25.00

14+40.00

14+40.00 RT 25.00 625796.7696 1295470.3516

1295469.2238

1295552.0334

1295621.7174

1295634.5459

1295674.2210

1295673.4822

1295858.9628

1295865.3308

1296056.5196

1296055.4576625800.127325.00RT

RT

RT

RT

RT

RT

RT

RT

RT

RT 30.00 625791.8985

625772.7264

625741.1963

625738.2263

625730.6820

625725.7369

625731.8343

625733.2185

625795.241430.00

50.00

50.00

50.00

45.00

45.00

45.00

30.00

CREEK TOWNSHIP.

PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY ELK

REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE

NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS

CUSSEWAGO CREEK IS NOT A NAVIGABLE STREAM.

CAMBRIDGE SPRINGS, PA 16403

22534 HIGHWAY 86

BILL CHERNICKY

NORTHWESTERNREC.COM

BCHERNICKY@

814-398-5334

T-313 EX R/W � STA 3+03.10

T-313 EX R/W � STA 6+27.06

3+03.10 625779.2498 1295657.7078

S 80°14'16" EPC

PI

PT

3+36.92 625773.5148 1295691.0407

4+05.83 625761.8312 1295758.9489

4+73.09 625776.0507 1295826.3718

5+49.82 625791.8853 1295901.4528

6+27.06 625808.6272 1295976.8589

PI

N 78°05'27" E

POB

N 77°28'56" EPOE

T-313 CONSTR � AND R/W � STA 16+26.48=

T-313 CONSTR � AND R/W � STA 19+50.00=

BEST FIT TANGENTS AND HORIZONTAL CURVE.

CENTERLINE OF EXISTING PAVEMENT AS FIELD SURVEYED UTILIZING

THE EXISTING RIGHT-OF-WAY BASELINE HAS BEEN ESTABLISHED FROM

ON APRIL 24, 1997 AS ERIE COUNTY MAP NUMBER 1997-117.

1970, AS RECORDED IN THE ERIE COUNTY RECORDER OF DEEDS OFFICE

13-019 AND THE SURVEY OF ROBERT L RABELL, DATED JANUARY 20,

WIDTH BASED ON ELK CREEK TOWNSHIP, ERIE COUNTY, PA TAX MAP

STATION 14+40.00 TO STATION 20+25.00, IS FIFTY (50) FEET IN

THE LEGAL RIGHT-OF-WAY ON T-313 (SHERROD HILL ROAD), FROM

A

W

C O

N S

T R

T

X

W

T

A

W

C O

N S

T R

T

A

W

C O

N S

T R

T

ASSOCIATION, INC

COOPERATIVE

NORTHWESTERN RURAL ELECTRIC

1-0

DISTRICT COUNTY ROUTE SECTION SHEET

F I

M E

OF

D D

V I

S E

D

P L

O T

T E

D

T

P r o j e c t s

E R I

E

S h e r r i d g e

D r a w i n g s

R O

W

S h e r r c p

G e n t e s d g n

ENGINEER

M

M

P

E N

NS YL VA

N I

APE043694E

DIANE P PURDY

REVISIONS DATE BY APPROVED

NUMBER

REVISION

ELK CREEK TOWNSHIP

3ERIE T-313 000 R/W

C O

M M

ONWEALT

H

O F

A

I

NAVLYSNN

E P

JONATHAN R. TWEED

SURVEYOR

LAND

53527-E

No.

E E

K

C U S S E

W A

G O

BLOCKS

CONCRETE

BLOCKS

CONCRETE

- PARCEL INDENTIFICATION NUMBER

LEGEND

25 0

SCALE

50 FEET

- REQUIRED RIGHT-OF-WAY

EASEMENT

CONSTRUCTION

TEMPORARY

AREA

RIGHT-OF-WAY

REQUIRED

CONSIDERATION

RECORD

DATE OF NUMBER

INSTRUMENT

PAGE

PROPERTY OWNER

GRANTOR

AREA

ASSESSED

AREA

RIGHT-OF-WAY

LEGAL

AREA

EFFECTIVE

TOTAL

RESIDUAL

N U

M B

E R

P A

R C

11-10-2023

11-16-2023

RIGHT-OF-WAY CLAIM INFORMATION

AREA

DEED DEED

DATE OF

UNKNOWN

AREA

CALCULATED

139 06-06-1997

05-30-1997

LIMIT OF AUTHORIZATION

ERIE COUNTY

ELK CREEK TOWNSHIP

T-313 SEC 000 R/W

STA 14+40.00

LIMIT OF AUTHORIZATION

ERIE COUNTY

ELK CREEK TOWNSHIP

T-313 SEC 000 R/W

STA 20+25.00

DEED BOOK

DESIGN FLOOD FREQUENCY-25 YEARS:

1201.27WS ELEV 1201.29

1202.07WS ELEV 1202.07

4.30 FPSVELOCITY 4.02 FPS

DEED VERIFIED AS OF 09.24.2024

ESTATE OR INTEREST NOTED ON THE PLAN SHEET.

UNLESS OTHERWISE NOTED. AREAS, IF ANY, WILL NOT BE ACQUIRED IN THE LESSER

ALL REQUIRED RIGHT-OF-WAY FOR THIS PROJECT WILL BE ACQUIRED IN FEE SIMPLE

162.190 AC

145.830 AC

REBAR/CAP

180°00'00"

50.00' 25.00'REBAR/CAPREBAR/CAP

90°00'00"

90°00'00" 2

POT STA 21+00.00

REBAR/CAP

25.00'

REBAR/CAP

90°00'00"

90°00'00"

DUE TO COMPLEXITY THESE AREAS ARE NOT CALCULATED

ARE REFERENCED TO RIGHT-OF-WAY BASELINE.

CONSTRUCTION EASEMENT STATIONS AND OFFSETS

RIGHT-OF-WAY BREAK POINTS AND TEMPORARY

SURVEY.

THIS PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY

LAND SURVEYOR RESPONSIBLE FOR THIS PROJECT.

PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL

TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE

RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF

ELK CREEK TOWNSHIP.

COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY

CONSTRUCTION OR WORK INDICATED BY THE PLAN IS

PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE

THE LAND AS NECESSARY DURING CONSTRUCTION OF THE

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE

50.00'

REBAR/CAP

180°00'00"

HYDRAULIC DATA

RECORD FLOOD:

FLOOD FREQUENCY-100 YEARS:

PROPOSED

PROPOSED

EXISTING

EXISTING

EXISTING DRAINAGE AREA = 9.8 SQ MI

3.57 FPSVELOCITY 3.38 FPS

1600 CFSMAGNITUDE 1600 CFS

1140 CFSMAGNITUDE 1140 CFS

T-313 EX R/W � STA 3+03.10

T-313 EX R/W � STA 6+27.06

R=385.00'

POT STA 14+00.00

GEORGE D WARD

$1.00

$84,000.00

162.190 AC

145.830 AC

162.044 AC

6361 SF

0.146 AC

9919 SF

0.228 AC

2046 SF

0.047 AC

145.602 AC

P O

B

P O

E

2023-019958

AND R/W �

T-313 CONSTR �

AND R/W �

T-313 CONSTR �

MAG NAIL IN UTILITY POLE

T-313 CONSTR �

STA 21+32.21 32.32' RT

BM #3 ELEV 1220.61

MAG NAIL IN UTILITY POLE

T-313 CONSTR �

STA 15+08.30 19.73' RT

BM #2 ELEV 1215.42

AND R/

W �T-31

3 CONSTR �

T-313 CONSTR � AND R/W �

T-313 CONSTR � AND R/W � STA 16+26.48 =

R=335 .00'

T-313 CONSTR � AND R/W � STA 19+50.00 =

GEORGE D WARD AND JARED D WARD

HUSBAND AND WIFE

PAUL M HOTCHKISS AKA PAUL HOTCHKISS AND PEARL E HOTCHKISS AKA PEARL HOTCHKISS,

DAVID P HOTCHKISS AND ANNETTE K HOTCHKISS, HUSBAND AND WIFE

1-0

DISTRICT COUNTY ROUTE SECTION SHEET

F I

M E

OF

D D

V I

S E

D

P L

O T

T E

D

T

P r o j e c t s

E R I

E

S h e r r i d g e

D r a w i n g s

R O

W

S h e r r

P a n d g n

P

ENGINEER

M

M

P

E N

NS YL VA

N I

APE043694E

DIANE P PURDY

REVISIONS DATE BY APPROVED

NUMBER

REVISION

ELK CREEK TOWNSHIP

3ERIE T-313 000 R/W

C O

M M

ONWEALT

H

O F

A

I

NAVLYSNN

E P

JONATHAN R. TWEED

SURVEYOR

LAND

53527-E

No.

P

TP

C

PT STA 4+73.09

PC STA 3+36.92

E= 6.54'

R= 360.00'

L= 136.17'

T= 68.91'

PI STA 4+05.83

PT STA 18+18.48

PC STA 16+13.17

E= 11.57'

R= 465.00'

L= 205.32'

T= 104.36'

PI STA 17+17.53

T-313 EX R/W �AND R/W �

T-313 CONSTR �

P

P

P

P

P

P

P

P

P

P

P

P

13-018-033.0-009.00

PARCEL ID

INSTRUMENT NO 2023-019958

GEORGE D WARD AND JARED D WARD

13-019-055.0-002.00

PARCEL ID

PAGE 0139RECORD BOOK 0502

HUSBAND AND WIFE

DAVID P HOTCHKISS AND ANNETTE K HOTCHKISS

RIGHT-OF-WAY

REQUIRED

CONSTRUCTION EASEMENT

TEMPORARY

RIGHT-OF-WAY

REQUIRED

RIGHT-OF-WAY

REQUIRED

CONSTRUCTION EASEMENT

TEMPORARY

RIGHT-OF-WAY

REQUIRED

CONSTRUCTION EASEMENT

TEMPORARY

RIGHT-OF-WAY

REQUIRED

RIGHT-OF-WAY

REQUIRED

RIGHT-OF-WAY

REQUIRED

RIGHT-OF-WAY

REQUIRED

RI

GHT-

OF-

WAY

REQUI

RED

35'

+60

35'

+25

30'

+25

25'

+60

25'

+25

25'

+45

30'

+45

30'

+00

40'

+00

40'

+60

45'

+60

45'

+00

45'

+75

75'

+25

90'

+25

95'

+25

65'

+25 25'

+00

30'

+00

30'

+60 30'

+80

30'

+80

90'

+60

95'

+65

25'

+40

30'

+40

30'

+25

45'

+00

45'

+50

50'

+50

50'

+25

25'

+25

30'

+25

45'

+13

50'

+18

R=435.00'

R=425.00'

R=420.00'

R=510.00'

R=515.0 0'

P C P

T

P I

OF-WAY L

INELEGAL R

IGHT-

OF-WAY LI

NELEGAL RI

GHT-

OF-WAY LINE

LEGAL RIGHT-

OF-WAY LINE

LEGAL RIGHT-