Woodstock 18767.00 Highway Rehabilitation Project...Woodstock 18767.00 . Highway Rehabilitation...

Woodstock 18767.00 Highway Rehabilitation Project

de minimis Summary Brief Description of Project The purpose of the project is to improve vehicular and pedestrian safety along Route 26 in Woodstock. The need for this project is because the corridor does not meet modern standards for roadway structure, drainage infrastructure, and pedestrian facilities. This section of Route 26 was constructed in the 1930s and has not been fully rehabilitated since then. The proposed action (Alternative 3) would include rehabilitation and, in some areas, reconstruction of 2.51 miles of Route 26 in Woodstock. The proposed sections that would require reconstruction at Sta. 46+00 to 62+00 and 96+50 to 112+00. The proposed action would retain 12’ travel lanes and include 5’ shoulders. Drainage improvements would consist of underdrain with the installation of new catch basins and some outlets within the village of Bryant Pond and open ditching outside of the village. All areas with cuts and fill would be loamed and seeded. The existing horizontal and vertical alignments of the roadway would remain largely the same, but one exception would be Sta. 52+00 to 62+00 where the roadway would be lowered and moved approximately 6’ away from the St. Lawrence and Atlantic Railroad. Existing pavement would be recycled in place. The south side of Route 26 from Sta. 17+30L to 39+20L would include sidewalk reconstruction. Sidewalks would meet Americans with Disabilities Act (ADA) compliance. Curbing would be added intermittently throughout the southern half of the project area from Sta. 14+00 to 114+75. Curbing would be bituminous, with the exception of granite curbing at Sta. 33+75R to 39+20R. Crosswalks with ADA compliant ramps with detectable warning pads would be placed at Sta. 21+50L, 22+50L, 33+75, 36+75L, and 39+20. The crosswalks would be located in the village of Bryant Pond. Use of 4(f) Properties and Impacts Section 4(f) of the Department of Transportation Act of 1966 and its revisions protects four types of properties; parks, recreation areas, wildlife and water-fowl refuges, and historic sites. Three Section 4(f) properties were found within the project area: historic sites, one park, and one recreational area. The following section describes 4(f) uses found within the property lines of the Section 4(f) properties. Property owner names & stationing are provided below for all rights impacts. Rights locations are also marked on the attached plans. Figure 1 below pictures the entire project area.

Historic Sites The following historic sites were found within the project area. Whitman Memorial Library, 28 South Main Street (Town of Woodstock; STA 29+40 L to STA 30+53L) National Register-listed Criteria A, & C, Architecture, Education The proposed action would require the use of approximately 1,705 SF of temporary construction rights at this location. Bryant Pond Historic District (Various Owners, STA 11+50R to STA 50+30R; STA 17+00L to STA 60+00L) National Register-eligible Criteria A & C, Architecture, Commerce, Social History

1. 18 Rumford Avenue (Prentice, Jeffrey G. & Tonya L.; STA 11+50R to 16+00R)

Contributing Resource The proposed action would require the use of approximately 1,160 SF of temporary construction rights and would permanently incorporate approximately 747 SF at this location.

2. 80 South Main Street (Session, Bonita & Stickland, Brian; STA 17+00L to STA 17+95L) Contributing Resource The proposed action would permanently incorporate approximately 509 SF at this location.

3. Union Church, 116 Church Street (Bryant Pond Baptist Church.; STA 21+63L to STA 300+00L) Contributing Resource The proposed action would require the use of approximately 1,789 SF of temporary construction rights at this location.

4. 44 South Main Street (Bryant Pond Realty Trust; STA 22+90L to STA 24+95L) Contributing Resource The proposed action would require the use of approximately 553 SF of temporary construction rights at this location.

5. 45 South Main Street (Shea, Craig & Callahan-Shea, Maureen M.; STA 24+50R to STA 25+52R) Contributing Resource The proposed action would require the use of approximately 392 SF of temporary construction rights and approximately 234 SF for a drainage easement at this location.

6. 42 South Main Street (Lawrence, Donald D. & Johanna J.; STA 24+90L to STA

27+43L) Contributing Resource The proposed action would require the use of approximately .06 acres of temporary construction rights and approximately 643 SF for a drainage easement at this location.

7. 41 South Main Street (Sawyer, Frederic & Sally B.; STA 25+52R to 26+83R) Contributing Resource The proposed action would require the use of approximately 585 SF for temporary construction rights at this location.

8. 39 South Main Street (Sawyer, Sally B.; STA 26+83R to STA 27+43R) Contributing Resource The proposed action would require the use of approximately 493 SF for temporary construction rights at this location.

9. 37 South Main Street (Rea, David S.; STA 27+43R to STA 28+18R) Contributing Resource The proposed action would require the use of approximately 656 SF of temporary construction rights at this location.

10. Masonic Hall & Town Hall, 40 South Main Street (Town of Woodstock; STA 27+43L to STA 28+18L) Contributing Resource The proposed action would require the use of approximately 705 SF of temporary construction rights at this location.

11. 33 South Main Street (Bileau, Marc W. & Sophie; STA 28+18R to STA 28+84) Contributing Resource The proposed action would require the use of approximately 950 SF of temporary construction rights at this location.

12. Franklin Grange, 38 South Main Street (Town of Woodstock, STA 28+18L to STA 29+35L) Individually Eligible, Contributing Resource to Bryant Pond HD The proposed action would require the use of approximately 1,128 SF of temporary construction rights and approximately .22 acres for a drainage easement at this location.

13. 27 South Main Street (Lawrence, Donald D. and Johanna J.; STA 29+35R to STA 30+52R) Non-contributing Resource

The proposed action would require the use of approximately 570 SF for temporary construction rights and approximately 96 SF for a drainage easement at this location.

14. 24 South Main Street (Estate of Clara Whitman; STA 30+53L to STA 31+75L) Contributing Resource

The proposed action would require the use of approximately 1,930 SF of temporary construction rights at this location.

15. 19 South Main Street (Hoyt, Alice; STA 31+60R to STA 32+05R) Contributing Resource The proposed action would require the use of approximately 56 SF for temporary construction rights at this location.

16. 20 South Main Street (Kane, Michael; STA 31+75L to STA 32+62L) Contributing Resource The proposed action would require the use of approximately 1,825 SF for temporary construction rights at this location.

17. 17 South Main Street (Ballew, Ansley Brett; STA 32+05R to STA 32+42R) Contributing Resource The proposed action would require the use of approximately 314 SF for temporary construction rights at this location.

18. C. R. Houghton Store, 15 South Main Street (Jones, David; STA 32+42R to STA 33+35R) Contributing Resource The proposed action would require the use of approximately 908 SF for temporary construction rights and would permanently incorporate approximately 54 SF of land at this location.

19. Joel Perham Store, 12 South Main Street (Dupuis, Diane & Magee, Terrence; STA 33+60R to STA 34+34R) Contributing Resource The proposed action would require the use of approximately 959 SF for temporary construction rights, approximately 144 SF for a drainage easement, and would permanently incorporate approximately 43 SF of land at this location.

20. 7 South Main Street (Baker, Matthew; STA 34+34R to STA 35+35R) Non-contributing Resource The proposed action would require the use of approximately 696 SF for temporary construction rights at this location.

21. 8 South Main Street (Clukey, David A. & Choi, Eunhye; STA 34+29L to STA 35+57L) Contributing Resource

The proposed action would require the use of approximately 1,412 SF for temporary construction rights at this location.

22. Dudley Store, 4 South Main Street (Lawrence, Donald D. & Johanna J.; STA 35+58L to STA 35+98L) Non-contributing Resource The proposed action would require the use of approximately 504 SF for temporary construction rights and approximately 49 SF for a construction and maintenance easement at this location.

23. East side of Railroad Street (Lawrence, Donald D. & Johanna J.; STA 401+25L to 401+65L) Contributing Resource The proposed action would require the use of approximately 353 SF for temporary construction rights at this location.

24. South of 1 North Main Street on Railroad Street (Crazy Sisters, LLC; STA 401+10R to STA 401+85R) Contributing Resource The proposed action would require the use of approximately 373 SF for temporary construction rights at this location.

25. 2 North Main Street (Timothy Salvesan Revocable Trust; STA 35+40R to STA 38+35R) Contributing Resource The proposed action would require the use of approximately 307 SF for temporary construction rights at this location.

26. 2 North Main Street (The Maine House; STA 38+35R to STA 39+20R) Contributing Resource The proposed action would require the use of approximately 55 SF for temporary construction rights at this location.

27. Town Common Park, Southwest corner of North Main Street and Lake Road (Resam Properties, LLC; STA 402+00R to 401+00R, 37+00L to 39+32L) Contributing Resource The proposed action would require the use of approximately 173 SF for temporary construction rights at this location.

28. 12 North Main Street (Walker, Florence S. & Walker Jr., Gerald; STA 39+15R to STA 40+00R) Contributing Resource The proposed action would require the use of approximately 360 SF for temporary construction rights at this location.

29. Northwest corner of North Main Street and Lake Road (Sweetser, Robert; STA 39+60L to 41+40L) Contributing Resource The proposed action would require the use of approximately 663 SF for temporary construction rights at this location.

30. 14 North Street (Farrar, Amanda; STA 40+00R to STA 41+35R) Non-contributing Resource The proposed action would require the use of approximately 952 SF for temporary construction rights at this location.

31. 21 North Main Street (Woodstock Historical Society; STA 41+95L to STA 42+88L) Contributing Resource The proposed action would require the use of approximately 1,093 SF for temporary construction rights at this location.

32. Bartlett House, 26 North Main Street (Sullivan, Maura T. & Scott K.; STA 41+35R to STA 44+25R) Contributing Resource The proposed action would require the use of approximately 1,491 SF for temporary construction rights at this location.

33. 29 North Main Street (Young, Leanne R. & Scott; STA 44+21L to STA 45+00L) Non-contributing Resource

The proposed action would require the use of approximately 549 SF for temporary construction rights at this location.

34. 46 North Main Street (Mills, Christopher & Shelly; STA 46+20R to STA 48+90R) Contributing Resource The proposed action would require the use of approximately .06 acres for temporary construction rights at this location.

35. 48 North Street (Hoyt, Christopher G.; STA 48+90R to STA 50+30R) Contributing Resource The proposed action would require the use of approximately 215 SF for temporary construction rights at this location.

36. St. Lawrence & Atlantic Railroad/Grand Trunk Railway (STA 47+45L to STA 53+50L) Contributing Resource The proposed action would require the use of approximately 3,211 SF for temporary construction rights, and would permanently incorporate approximately 6,264 SF of land at this location.

Public Parks The following public park was found within the project area. Town Common Park, Southwest corner of North Main Street and Lake Road (Resam Properties, LLC; STA 402+00R to 401+00R, 37+00L to 39+32L) Contributing Resource to Bryant Pond Historic District (also listed under historic sites above) The proposed action would require the use of approximately 173 SF for temporary construction rights at this location. Recreation Areas The following recreational area was found within the project area. Baseball Fields, Main Street before Lakeside Drive (Town of Woodstock, STA 60+05L to STA 70+00L) The proposed action would require the use of approximately .07 acres for temporary construction rights and approximately 506 SF for a drainage easement at this location. Wildlife and Waterfowl Refuges No wildlife and waterfowl refuges were found within the project area. Avoidance, Minimization, and Mitigation The proposed action avoids any physical impacts to historic buildings or structures. It further minimizes harm by utilizing in-kind materials for sidewalk and curb construction. Contributing features, such as stone walls and steps, would be retained. Analysis In coordination with the official with jurisdiction (ME-SHPO and Town Manager of Woodstock, Vern Maxfield) MaineDOT determined that portions of the historic sites, along with the park and recreational area, represent temporary occupancies of land so minimal as to not constitute a use within the meaning of Section 4(f). All conditions in 23 CFR 774.13(d) 1-5 are present, including:

• The land use is of short duration (less than the time needed for the construction of the project);

• There is no change in ownership of the land; • The scope of the work is minor;

• There are no temporary or permanent adverse changes to the activities, features, or attributes of the property;

• The land will be fully restored to a condition at least as good as prior to the project; and

• There is a documented agreement from the official with jurisdiction (SHPO) over the property with the above conditions.

Use of the remaining historic sites, along with the one recreational area, were found to have a de minimis impact due to the project having no adverse effect on the historic sites and recreational area in accordance with 36 CFR Part 800. The transportation use of the Section 4(f) properties, together with impact avoidance and minimization, does not constitute a net adverse effect to the activities, features, or attributes that qualifies the resources for protection under Section 4(f). Measures to avoid and minimize impacts to historic sites have been undertaken. In accordance with 23 CFR Part 774.5(b)(1)(ii) MaineDOT informed the ME-SHPO regarding the intent to make a de minimis impact determination via memorandum on September 4, 2019. On September 5, 2019, the ME-SHPO concurred. In accordance with 23 CFR Part 774.5(b)(2)(i), MaineDOT posted a public notice for review and comment of the 4(f) use of the Town Common and Baseball Fields. In accordance with 23 CFR Part 774.5(b)(2)(ii), MaineDOT informed the Woodstock Town Manager, Vern Maxfield, regarding the intent to make a de minimis impact determiantion via email from the Historic Coordinator. On September 20, 2019, the Woodstock Town Manager agreed via email that there would be no adverse effect to the Town Common and the Baseball Fields. A de minimis summary sheet identifying 4(f) uses and evaluation results for the properties are included below. Finding This transportation project is determined to have a de minimis impact on the historic sites, as well as one park and one recreational area. In accordance with 23 CFR 774.5(b)(1)(ii), the ME-SHPO was informed of the intent to make a de minimis impact determination on the Section 4(f) property for this proposed project on September 4, 2019. In accordance with 23 CFR Part 774.5(b)(2)(ii), the Woodstock Town Manager was informed of the intent to make a de minimis impact determination on the Section 4(f) properties for this proposed project on September 5, 2019.

Table 1. De Minimis Summary Sheet Woodstock 18767.00

Stat

ion

Nam

e

NR

Elig

ibili

ty

4(f)

Use

?

Sec

106

Effe

ct

Det

erm

inat

ion

4(f)

Fin

ding

STA 29+40 L to STA 30+53L

Whitman Memorial Library Individually Listed No No adverse Temporary Occupancy

Exception

STA 11+50R to STA 16+00R

18 Rumford Avenue

Contributing Resource to Bryant Pond Historic District

Yes. 747 SF Permanent

incorporation. No adverse de minimis

STA 17+00L to STA 17+95L

80 South Main Street

Contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy

Exception STA 21+63L to STA

300+00L Union Church Contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy


24+95L 44 South Main

Street Contributing Resource to

Bryant Pond Historic District No No adverse Temporary Occupancy Exception




Yes. 234 SF for drainage

easement. No adverse de minimis






STA 25+52R to 26+83R



Exception STA 26+83R to STA

27+43R 39 South Main






Exception

Stat

ion

Nam

e

NR

Elig

ibili

ty

4(f)

Use

?

Sec

106

Effe

ct

Det

erm

inat

ion

4(f)

Fin

ding


Masonic Hall/Town Hall



28+84 33 South Main



STA 28+18L to STA 29+35L Franklin Grange Contributing Resource to

Bryant Pond Historic District

Yes. .22 acres for drainage easement.

No adverse de minimis



Non-contributing Resource to Bryant Pond Historic District


















C. R. Houghton Store


Yes. 54 SF permanent


STA 33+60R to STA 34+34R Joel Perham Store Contributing Resource to

Bryant Pond Historic District

Yes. 43 SF permanent

incorporation & 144 SF for drainage

easement.


Stat

ion

Nam

e

NR

Elig

ibili

ty

4(f)

Use

?

Sec

106

Effe

ct

Det

erm

inat

ion

4(f)

Fin

ding


7 South Main Street

Non-contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy


35+57L 8 South Main




Dudley Store Non-contributing Resource to Bryant Pond Historic District

Yes. 49 SF for construction and

maintenance easement


STA 401+25L to STA 401+65L

East side of Railroad Street


Exception

STA 401+10R to STA 401+85R

South of 1 North Main Street on Railroad Street


Exception


2 North Main Street


Exception STA 402+00R to

STA 401+00R, STA 37+00L to STA

39+32L

Town Common Park


Exception


12 North Main Street


Exception


Northwest corner of North Main Street and Lake

Road


Exception

Stat

ion

Nam

e

NR

Elig

ibili

ty

4(f)

Use

?

Sec

106

Effe

ct

Det

erm

inat

ion

4(f)

Fin

ding


14 North Street Non-contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy

Exception STA 41+95L to

STA 42+88L 21 North Main




26 North Main Street


Exception STA 44+21L to

STA 45+00L 29 North Main

Street Non-contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy

Exception STA 46+20R to

STA 48+90R 46 North Main




48 North Street Contributing Resource to Bryant Pond Historic District No No adverse Temporary Occupancy

Exception


St. Lawrence & Atlantic

Railroad/Grand Trunk Railway


Yes. 6,264 permanent


STA 402+00R to 401+00R, 37+00L to

39+32L Baseball Fields N/A



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FEDERAL AID PROJECT NO. NHPP-1876(700)

WOODSTOCK

WO

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OXFORD COUNTY

STATE HIGHWAY "17"

PN

S

PN

S

D.O.T. FILE NO. 9-XXX

JOYCE NOEL TAYLOR

ROUTE 26 MAIN STREET

BRUCE A. VAN NOTE

APRIL 2019

5.0'

5.4'

13+00

14+00

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17+00

12+00

10+00

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ST

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S.H.C. FILE N

O 9-72A

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S.H.C. FILE NO 9-72A

RUMFORD AVENUE

LIMITS OF WROUGHT PORTION

RO

UTE 26 M

AIN STR

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TE HIG

HW

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PRELIMINARY ROW PLAN

GRID NORTH

COMBINED FACTOR 0.9999558706NAVD 88NAD83 (2011) MAINE 2000 WEST ZONE

HOUSE BELMONT

P.L.

P.L.

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570

OXFORD COUNTY COMMISSIONERS RECORDS

1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26

EXISTING RIGHT OF WAY REFERENCES

S.H.C. FILE NO. 9-37


S.H.C. FILE NO. 9-72A


D.O.T FILE NO. 9-330

SEE ALSO:

1851, 4 RODS WIDE

VOLUME 3, PAGE 307


RUMFORD AVENUE

1936, WIDTH VARIES

VOLUME 2A, PAGE 169


CHURCH STREET

THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT'S ACQUISITION

OF REAL PROPERTY FOR TRANSPORTATION PURPOSES. IT CANNOT BE USED TO

ESTABLISH LEGAL BOUNDARIES BETWEEN ABUTTING PROPERTY OWNERS.

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1854, 2 RODS WIDE

VOL. 3, PAGES 22-24

WOODSTOCK TOWN RECORDS

LAKE STREET

1856, 2 RODS WIDE

VOL. 3, PAGES 59-60


PINE POINT ROAD

1851,

4 RODS

WIDE

VOL. 3 PAGE 3

07

OXFORD COUNTY

P.L.

P.L.

BEGIN B.L.

96.65'

660.87'

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+50

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TOTAL AREA = ( )

TEMP. CONST. RIGHTS = 1160* S.F. (2)

LAND TAKEN = 747* S.F. (1)

PARCEL NO. (3)

TONYA L. PRENTICE

JEFFREY G. PRENTICE

TOTAL AREA = ( )

TEMP. CONST. RIGHTS = 0.05* AC. (2)

DRAINAGE EASE. = 1103* S.F. (2)

ITEM NO. (2)

IRENE H. REDMAN

SAMUEL REDMAN

TOTAL AREA = ( )


ITEM NO. (1)

HERMAN PALMER

REM. AREA =

TOTAL AREA = ( )


LAND TAKEN = 0.05* AC. (1)

PARCEL NO. (4)

TOWN OF WOODSTOCK

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TOWN OF WOODSTOCK

REM. AREA =

TOTAL AREA = ( )


PARCEL NO. (5)

BRIAN STRICKLAND

BONITA SESSIONS

BEGIN B.L.

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+80

9

6.54'

ï»¿0.12î€

+70

ï»¿1900î€•

ï»¿111î€

•

+30

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Rectangle

julie.senk

Rectangle

WELL

IPF

WG

IPF

PM

WELL

WG

Sill EL

IPF

SAND BOTTOM

DUG WELL

15"

CM

P

1" DIA IR

ON PIPE

2" DIA IR

ON PIPE

4" X 4

" GRANIT

E

ABANDONED

STONE MON

CONC

ROUTE 26N

CONC 3 STEPS

CONCJOI

NT CMP 2

CMP 15S

JOINT C

MP 15/3

POWER METER

SPEED LIMIT 30WASH OUT

CHURCH 2 STORY

JOINT CMPV12/B.P.TEL 6/ ST LAMP

ELECTRIC CMP 14

/4

STOP

(2) 36

" CMP

POOR CON.

WOODSTOCK TOWN OFFIC

EELECTRIC CMP 13

SPEED LIMIT 25

1/2" DIA IRON PIPE

14" SPRUCE

14" SPRUCE

14" FIR

GRAVEL DRIVE

WOOD RAMP

CONCFLOWER BED

FLOWER BED

LAWN

12" C

MP



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN



RO

WDivisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

002

_R

WP

LA

N2.d

gn

Userna

me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

2_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

8'8'

13.5'

13.5'

302

+00

18+00

21+00

22+00 23+00

301+

00

19+00

20+00

24+00

25+00

PT STA. 301+87.88

PT

ST

A.

18

+57.5

2

PC

ST

A.

20

+94.5

0

PC

ST

A. 3

01

+45.0

6

PR

C

ST

A.

25

+77.4

7

STA. 302+07.99 CHURCH ST.

STA. 22+23.55 RTE. 26 =

300+

00


ROUTE 26

MAIN STREET

STATE H

IGHWAY "17"

CHURCH STREE

T


GRID NORTH

COMBINED FACTOR 0.9999558706NAVD 88NAD83 (2011) MAINE 2000 WEST ZONE

HOUSE BELMONT

TO

WN

OF

WO

OD

ST

OC

K

P.L.

P.L.

P.L.

P.L.

LO

T

LIN

E

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570OXFORD COUNTY COMMISSIONERS RECORDS

1854, 3 RODS WIDE

VOLUME 4, PAGE 357OXFORD COUNTY COMMISSIONERS RECORDS

1934, WIDTH VARIESVOLUME 2A, PAGE 137OXFORD COUNTY COMMISSIONERS RECORDS

1903, 3 RODS WIDE

VOLUME 1A PAGE 277OXFORD COUNTY COMMISSIONERS RECORDS

ROUTE 26




S.H.C. FILE NO. 9-72AS.H.C. FILE NO. 9-72

D.O.T FILE NO. 9-330SEE ALSO:

1851, 4 RODS WIDE

VOLUME 3, PAGE 307OXFORD COUNTY COMMISSIONERS RECORDSRUMFORD AVENUE

1936, WIDTH VARIESVOLUME 2A, PAGE 169OXFORD COUNTY COMMISSIONERS RECORDSCHURCH STREET




1936, W

IDTH VARIE

S

VOL. 2A

PAGE 16

9

OXFORD COUNTY

S.H.C. FIL

E NO 9-72

S.H.C. FILE NO 9-72

P.L.

CYNTHIA D. MOXIE

236.9

8'

482.97'

E = 41.23'

T = 250.44'

L = 482.97'

R = 740.00'

PI = 23+44.94

CURVE DATA #2

TEMP. CONST. L

IMITS

+45

+35

+75+63*

CONST. LIMITS TE

MP.

ï»¿154î€•

ï»¿48î€•

+05

+90

END B.L.

42.82'

CO

NST. LIMIT

S

TE

MP.

CONST. LIMITS TEMP.

ï»¿17

41î€•

CONST. RIGHTS TEMP.

CONST. LIMITS TEMP.

+20

+65

+90

ï»¿307î€•

ï»¿147î€•

+35

+52+52

+70

70'

DR

AIN

AG

E

EASE. LIMIT

S

75'

+95

+35

+55

DRAINAGE E

ASE. LIMI

TS

ï»¿643î€•

+60

CONST. LIMITS TEMP.

+90*

ï»¿99î€•

LIMITS

TEMP. CONST.

LIMITS

TEMP. CONST.

+25

+52*

+65

ï»¿164î€•

ï»¿360î€•

CO

NS

T. L

IMIT

S

TE

MP.

+15

LIMIT

S

TE

MP. C

ONST.

+60

ï»¿4

81î€•

ï»¿27î€•

S.F.

ï»¿1

S.F.

ï»¿2

STA. 24+95 TO 25+55 LT.

OUTLET DRAINAGE STRUCTURESTA. 25+12* LT.

DRAINAGE OUTLETS

STA. 24+35 TO 24+70 RT.

INLET DRAINAGE STRUCTURE

TOTAL AREA = ( )



ITEM NO. (6)

TOWN OF WOODSTOCK

TOTAL AREA = ( )TEMP. CONST. RIGHTS = 154* S.F. (1)ITEM NO. (7)

TOWN OF WOODSTOCK


BRYANT POND BAPTIST CHURCH


BRYANT POND REALTY TRUST

TOTAL AREA = ( )


ITEM NO. (11)

SALLY B. SAWYER

FREDERIC SAWYER

STA. 302+07.99 CHURCH STREET BASELINE

STA. 22+23.55 ROUTE 26 BASELINE =

20.1

1'

95.06'

E = 5.62'

T = 23.19'

L = 42.82'

R = 45.00'

PI = 301+68.24

CURVE DATA

ï»¿234î€•

TOTAL AREA = ( )



ITEM NO. (10)

MAUREEN M. CALLAHAN-SHEA

CRAIG R. SHEA

julie.senk

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julie.senk

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julie.senk

Rectangle

WELL

IPF

WG

Sill E

L

IPF

Sill E

L

IPF

Sill E

L

Sill E

L

Sill E

LSill E

L

D.

O.

IPF

IPF

IPF

IPF

Sill E

L

Sill E

L

Sill E

L

Sill E

L

Sill E

L

WELL

WG

Sill E

L

DUG WELL

1/2" DIA REBAR

12"

15"

CM

P

DIR

ON

LY

1" DIA ROD

1/2" DIA ROD

12"

4" PCP

1/2" DIA IRON PIPE

JOINT CMPV12/B.P.TEL 6/ ST LAMP

1" DIA IRON PIPE

(2) 36" C

MP P

OO

R C

ON.

JOINT CMP 11

1/2" DIA IRON PIPE

DIR

ON

LY

1" DIA ROD

14" MAPLE

CONC 2 STEPS

CONC 1 STEP

ELECTRIC CMP 10S

JOINT BP 8/CMP10SPEED LIMIT 30

HOUSE #20 2.5 STORY

HOUSE # 2 STORY

WARNING LIGHTS

LIBRARY

16" MAPLE TWIN

HOUSE #17 2.5 STORY

14" STUMP

14" MAPLE

HOUSE #19 2.5 STORY

JOINT CMP 7/ BP 7/11

JOINT CMP 9 BP 32/3/9

14" SPRUCE

ELECTRIC CMP 6/12

BU

SIN

ES

S

GR

AN

GE

HA

LL#124

3

ST

OR

Y

8' DIA LILAC

6" APPLE

14" SPRUCE14" FIR

6' DIA CEDAR

CMP 8

36" MAPLE

24" WIDE STONE

HOUSE 3 STORY

10' DIA SHRUB

6" WID

E WOOD CURB

STOP DEAD END MAPLE ST.

JOINT CMP 8/3/10 BPT

15"

CM

P

FLAG STONE

GRAVEL DRIVE

PAVED DRIVE

GRAVEL DRIVE

GRAVEL YARD

WOOD 9 STEPS

HO

US

E

FO

RM

ER

CH

UR

CH

WOOD 5 STEPS

MOSTLY BUSHES

MU

NICIP

AL

GA

RA

GE

DO

OR 1 S

TO

RY

15"

CM

P

AS

SU

ME

D

DIA.

SAND PILE

CABIN SPIKE

12"

CM

P



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN



RO

WDivisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

003

_R

WP

LA

N3.d

gn

Userna

me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

3_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

EL. 0.00

27+0028+00 29+00 30+00 31+00

25+00

26+00

32+00

PT

ST

A. 28

+93.34

PC

ST

A. 30

+99.08

PR

C

ST

A.

25

+77.4

7

ROUTE 26 MAIN STREET STATE HIGHWAY "17"

MA

PLE S

TR

EE

T


GRID NORTH

COMBINED FACTOR 0.9999558706

NAVD 88NAD83 (2011) MAINE 2000 WEST ZONE

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

LO

T

LIN

E

LO

T

LIN

E

LO

T LIN

E

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1851, 4 RODS WIDE

VOLUME 3, PAGE 307


RUMFORD AVENUE

1936, WIDTH VARIES

VOLUME 2A, PAGE 169


CHURCH STREET

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26





LO

T

LIN

E

P.L.

P.L.

S.H.C. FILE NO 9-72

P.L.

P.L.

315.87'

E = 3.57'

T = 158.04'

L = 315.87'

R = 3500.00'

PI = 27+35.51

CURVE DATA #3

205.74'323.53'

E = 19.12'

T = 164.71'

L = 323.53'

R = 700.00'

PI = 32+63.79

CURVE DATA #4

+70

EASE. LIMIT

S

75'

+95

+35 +55

DRAI

NAG

E EASE.

LIMIT

S

ï»¿643î€•

+90*

ï»¿99î€•

LIMITS

TEMP. CONST. LIMITS

TEMP. CONST.

+25

+52*

+65

+10

ï»¿164î€•ï»¿360î€•

+43*

CONST. LIMITS

TEMP.

CONST. LIMITS

TEMP.

ï»¿0.05î€

+50 +83*

+41*

LIMITS

TEMP. CONST.

LIMITS

TEMP. CONST.

LIMITSTEMP. CONST.

CO

NST. LIM

ITS

TE

MP.

+60

ï»¿481î€•

L.O.W.P.

L.O.W.P.

+99*

ï»¿225î€• ï»¿493î€• ï»¿656î€•

+20 +40+32*

S.F.ï»¿1

S.F.�»¿

LIMITSTEMP. CONST.

LIMITSTEMP. CONST.

+18* +84*

+85*

ï»¿950î€•

35'

35'

ï»¿419î€•

LIMITSTEMP. CONST.

LIMITSTEMP. CONST.

+52 +53*

ï»¿1739î€•

+75 +25+60*

40'

40'

45'

38'*

SLOPE EASE. LIMIT

S SLOPE E

ASE. LIM

ITS

LIMITS

TEMP. CONST.

+05*

+90

ï»¿56î€•

ï»¿314î€•

DR

AIN

AG

E

EA

SE.

LI

MITS

DR

AIN

AG

E

EA

SE.

LI

MITS

DR

AIN

AG

E

EA

SE.

LI

MITS

DR

AIN

AG

E

EA

SE.

LI

MITS

300'

300'

+25 +30 +60 +68

CONST. LIMITS TEMP.

+18*

ï»¿1

80î€•

ï»¿0.22î€

+35*

CONST. LIMITS TEMP.

CONST. LIMITS TEMP.

CONST. LIMITS TEMP.

LIMITS CONST. TEMP.

+65+70* +82*

ï»¿1228î€•CONST. LI

MITS TEMP.

+75*+76*

ï»¿1930î€•

LIMITS

CONST.

TEMP.

CONST. LIMITS

TEMP.

ï»¿1825î€•

STA. 24+95 TO 25+55 LT.

OUTLET DRAINAGE STRUCTURE

STA. 25+12* LT.

DRAINAGE OUTLETSSTA. 25+52* LT.

DRAINAGE OUTLET

EASE.LIMITS

DRAINAGE

STA. 29+20 TO 29+40 RT.INLET DRAINAGE STRUCTURE

STA. 28+25 TO 28+68 LT.


TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

493*

S.F. (1)

IT

EM

NO. (12)

SA

LL

Y

B.

SA

WY

ER

TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

419*

S.F. (1)

DR

AIN

AG

E

EA

SE.

=

161*

S.F. (1)

IT

EM

NO. (18)

SO

PHIE

BILE

AU

MA

RC

W.

BILE

AU

TO

TA

L

AR

EA = ( )

TE

MP.

CO

NS

T.

RIG

HTS =

1825*

S.F. (1)

ITE

M

NO. (24)

MIC

HA

EL

KA

NE

TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

56*

S.F. (1)

IT

EM

NO. (25)

KE

NN

ET

H

HO

YT

ALIC

E

HO

YT

TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

314*

S.F. (1)

IT

EM

NO. (26)

AN

SLE

Y

BR

ET

T

BA

LLE

W


SALLY B. SAWYERFREDERIC SAWYER

TOTAL AREA = ( )



ITEM NO. (13)

JOHANNA J. LAWRENCE

DONALD D. LAWRENCE

TOTAL AREA = ( )



ITEM NO. (21)

JOHANNA J. LAWRENCE

DONALD D. LAWRENCE

TOTAL AREA = ( )

1930* S.F. (1)

TEMP. CONST. RIGHTS =

ITEM NO. (23)

ESTATE OF CLARA WHITMAN

TOTAL AREA = ( )

1228* S.F. (1)


ITEM NO. (20)

TOWN OF WOODSTOCK

TO

TA

L

AR

EA

= ( )

656*

S.F. (1)

TE

MP.

CO

NS

T.

RIG

HTS

=

IT

EM

NO. (14)

DA

VID

S.

RE

A

TO

TA

L

AR

EA

= ( )

950*

S.F. (1)

TE

MP.

CO

NS

T.

RIG

HTS

=

IT

EM

NO. (17)

SO

PHIE

BILE

AU

MA

RC

W.

BILE

AU

S.F.391*

ï»¿86î€•

ï»¿705î€•

TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

705*

S.F. (1)

IT

EM

NO. (15)

TO

WN

OF

WO

OD

ST

OC

K

948* S.F.

TOTAL AREA = ( )


DRAINAGE EASE. = 0.22* AC. (1)

ITEM NO. (16)

TOWN OF WOODSTOCK

TOTAL AREA = ( )


ITEM NO. (19)

TOWN OF WOODSTOCK

TOTAL AREA

= ( )

TEMP.

CONST. RIG

HTS = 3

92*

S.F. (2

)

DRAINAGE

EASE. =

234* S.F. (1)

ITEM

NO. (10

)

MAUREEN

M. CALLA

HAN-SHEA

CRAIG R.

SHEA

ï»¿1357î€•

TO

TA

L

AR

EA

= ( )

SL

OPE

EA

SE.

=

1357*

S.F. (1)

IT

EM

NO. (22)

MY

KE

L

HA

RT

ZE

LL

RE

M.

AR

EA

=

TO

TA

L

AR

EA

= ( )

908*

S.F. (1)

TE

MP.

CO

NS

T.

RIG

HTS

=

TO

TA

L L

AN

D

TA

KE

N

=

158*

S.F.

LA

ND

TA

KE

N

=

54*

S.F. (O

TH

ER)

LA

ND

TA

KE

N

=

104*

S.F. (P

RES

C.

EA

SE.)

PA

RC

EL

NO. (27)

DA

VID JO

NES

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

WEL

L

WG

WG

IPF

IPF

WEL

L

Sill EL

Sill EL

Sill EL

Sill EL

IPF

IPF

IPF

Sill EL

IPF

IPF

D. O.

IPF

Sill EL

Sill EL

Sill EL

Sill EL

Sill EL

Sill EL

FLR

FLR

FLR

FLR

FLR

Sill EL

Sill EL

STB

DRIL

ED

12" CMP

12"

CM

P15"

CM

P

1" DIA ROD

5/8" DIA REBAR

12" C

MP

12"

JOIN

T C

MP1/

16 BPT

JOIN

T

CM

P35/35 18

BP

T

30"

MA

PL

E

42"

MA

PL

E

END BURIED DIR ONLY

1/2" DIA IRON PIPE

1" DIA IRON PIPE

1/4" DIA R

OD

SAND FILLED

12"

4" PCP

SAND FILLED

1" DIA IRON PIP

E

SAND FILLED

END BURIED DIR ONLY

12"

HOUSE #20 2.

5 STORY

HOUSE # 2

STORY

HOUSE #17 2.5 S

TORY

BU

SIN

ES

S

AN

TIQ

UE

SH

OP 2.5

ST

OR

Y

HOUSE #19 2.5

STORY

SUMMIT ST.

ELECTRIC CMP 6

/12

ELECTRIC CMP 1/13

6' DIA CEDAR

S.M

AIN

N.M

AIN

BUSINESS 7 S.MAIN ST. 3 STORY

SUBURBAN PROPANE

12"

AP

PL

E

TWIN

AGENT LIQUOR STORE

DISH NETWORK

ELECTRIC CMP 3

ROUTE 26

JOIN

T

BP

TE

L

R4

CM

P 36/3/17

JOINT CMP 3/14 BP TEL

12" WIDE CONC

ST

OP

WOOD TIES

6" WID

E W

OO

D C

URB

EL

EC

TRIC

CM

P 37 4

1/2

HOUSE #1868 2 STORY

1/2" DIA REBAR

3/4"

DIA

RO

D

BE

NT

OV

ER 10"

DE

EP

1" DIA IRON PIPE

DIR.ONLYDIR.ONLY

12" DIR. ONLY

THE MAINE HOUSET

HE

MAIN

E H

OUSE

2 ST

ONE PIL

LARs

15"

CM

P

WOOD 1 STEP

PA

VE

D

60" CMP

18" WIDE STONE

PA

VE

D

YA

RD

12" WIDE STONE

SHOP 2.5 STORY

12" WIDE STONE

CRAZY SISTERS

BOTTLE REDEMPTION

PAVED

2"

X 2" S

TE

EL SIG

N

BAS

E

JOIN

T

CM

P 1.

5

4" MAPLE TWIN18" WIDE GRANITE

6" BIRCH6" ELM CLUMP

18" WIDE GRANITE

15" WIDE GRANITE

3.7' X 3.2' GRANITE BLOCKS

3.7' TALL X 2.5' WIDE

18"

CMP

MEAS. T

OP B

AC

K

GR

ATE

18"

CMP P

ARTIA

LLY FIL

LED

18"

CM

P

ME

AS.

TO

P

BA

CK

GR

AT

E

18"

WID

E GR

ANIT

E C

AP ST

ONE

FUEL PIPE JCT BOX

GRAVEL YARD

TELEPHONE NO #

LOADING PAD

JOINT CMP 4SCOVER

DIESEL

6" DIA WOOD

COVER

DIESEL & KEROSENE PUMP PAD

CONC

UNDERGROUND FUEL TANKS

VALVE COVER

FUEL TRUCK FILLING TOWER

COVER

CABIN SPIKE

STONE 1 STEP

8" WIDE GRANITE

12" C

MP

DIR

ON

LY

8"

BU

SIN

ES

S 2

ST

OR

Y

40" MAPLE

12" WIDE STONE

GRANITE STEP

4" ASH

6" CLUMP

8" SPRUCE

WOOD 8 STEPS

CONC 4 STEPS

HOUSE 2 STORY



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

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CC

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S

NE

W RIG

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AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

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UC

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N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

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SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

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OP.

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ES

AR

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RIGHT-OF-WAY MAP

WIN



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Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

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LIM

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OR

TIO

N (

L.O.W.P.)

4_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

401

+00

37+

00

38

+00

801

+00

33+00

32+00 35+00

34+00

36+00

PT STA. 400+91.44

PT STA. 4

01+83.9

6

PT STA. 37+89.69

PT

ST

A.

34

+22.6

1

PC STA. 401+25.72

PC

ST

A.

34

+88.4

3

PC

ST

A.

30

+99.0

8

PC

C

ST

A.

35

+86.6

3

STA. 801+60.00 SUMMIT ST.

STA. 33+43.49 RTE. 26 =

402+00

800

+00

400

+00

STA. 402+01.53 RAILROAD ST.

STA. 36+73.19 RTE. 26 =

SU

MMIT S

TR

EE

T


RAIL

RO

AD

ST

RE

ET


GRID NORT

HCO

MBIN

ED FACT

OR 0.9

999558706

NA

VD 88

NA

D83 (2

011) M

AIN

E 2000

WEST ZO

NE

JO

HA

NN

A J.

LA

WR

EN

CE

DO

NA

LD

D.

LA

WR

EN

CE

1934,

WID

TH

VA

RIE

S

VO

L. 2

A P

AG

E 137

OXFO

RD

CO

UN

TY

O.C.R.O.D. BK 548 PAGE 195)

TO OWNER (SEE WARRANTY DEED

WELL EXCEPTED AND RESERVED

NOTE: RIGHT TO USE AND MAINTAIN

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

LO

T

LIN

E

LO

T LIN

E

LOT LINE

LOT LINE

P.L.

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4

RO

DS

WID

EV

OL

UM

E 4, P

AG

E 570

OX

FO

RD

CO

UN

TY

CO

MMIS

SIO

NE

RS

RE

CO

RD

S 1854, 3

RO

DS

WID

EV

OL

UM

E 4, P

AG

E 357

OX

FO

RD

CO

UN

TY

CO

MMIS

SIO

NE

RS

RE

CO

RD

S 1934, W

ID

TH

VA

RIES

VO

LU

ME 2

A, P

AG

E 137

OX

FO

RD

CO

UN

TY

CO

MMIS

SIO

NE

RS

RE

CO

RD

S 1903, 3

RO

DS

WID

EV

OL

UM

E 1

A

PA

GE 277

OX

FO

RD

CO

UN

TY

CO

MMIS

SIO

NE

RS

RE

CO

RD

S R

OU

TE 26

EXIS

TIN

G

RIG

HT

OF

WA

Y

REFE

RE

NC

ES




P.L.

WROUGHT PORTION (L.O.W.P.)

HIGHWAY PURPOSES WITHIN LIMITS OF

NOTE: PRESCRIPTIVE EASEMENT FOR

LI

MITS

OF

WR

OU

GH

T P

OR

TIO

N

L.O.W.P.

P.L.

S.H.C. FILE NO 9-72

P.L.

ST. L

AW

RE

NC

E

AN

D

AT

LA

NTIC

RAIL

RO

AD

LO

T

LIN

E

DA

TE

D

AP

RIL 15, 1

966 - O.C.R.D. P

LA

N

NO. 8

68

LA

ND

TO

BE S

OL

D

TO JO

HN

G. M

AR

SH

ALL

CA

NA

DIA

N

NA

TIO

NA

L

RAIL

WA

YS

PL

AN

SH

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G

323.53'

E = 19.12'

T = 164.71'

L = 323.53'

R = 700.00'

PI = 32+63.79

CURVE DATA #4

65.82'98.20'

E = 1.42'

T = 49.15'

L = 98.20'

R = 850.00'

PI = 35+37.58

CURVE DATA #5

203.0

6'

E =

44.6

2'

T =

122.1

9'

L =

203.0

6'

R

=

145.0

0'

PI =

37+

08.8

2

CU

RV

E

DA

TA #

6

34.2

8'

58.2

4'

E

=

3.27'

T

=

57.24'

L =

113.98'

R

=

500.00'

PI =

400

+34.70

CU

RV

E

DA

TA

E

=

4.64'

T

=

30.07'

L =

58.24'

R

=

95.00'

PI =

401

+55.79

CU

RV

E

DA

TA

17.57'

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9'-1

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02+01.5

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AIL

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AD STREET B

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E

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TO

TA

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1)

IT

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38)

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PR

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C

TO

TA

L

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37)

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MIC

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IT

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AN

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ET

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L

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CO

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&

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EA

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=

49*

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IT

EM

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JO

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A J.

LA

WR

EN

CE

DO

NA

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D.

LA

WR

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CE

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TA

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AR

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CO

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T.

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0.0

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LA

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CE

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TA

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IT

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NO. (36)

JO

HA

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A J.

LA

WR

EN

CE

DO

NA

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D.

LA

WR

EN

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TOTAL AREA = ( )


ITEM NO. (31)

MATTHEW BAKER

TOTAL AREA = ( )

TEMP. CONST. RIGHTS = 307* S.F. (2)ITEM NO. (33)

TIMOTHY SALVESAN REVOCABLE TRUST

STA. 801+60.00 S

UMMIT STREET BASELINE

STA. 33+43.49 ROUTE 26

BASELINE =

ST

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0

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CATHERINE M. BREAU

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EUNHYE CHOI

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ï»¿353î€•

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TA

L

AR

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=

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IT

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KE

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TE

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TA

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AN

D

TA

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=

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ND

TA

KE

N

=

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TH

ER)

LA

ND

TA

KE

N

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RES

C.

EA

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PA

RC

EL

NO. (27)

DA

VID JO

NES

REM. AREA =

TOTAL AREA = ( )



TOTAL LAND TAKEN = 203* S.F.

LAND TAKEN = 43* S.F. (OTHER)

LAND TAKEN = 160* S.F. (PRESC. EASE.)

PARCEL NO. (28)

TERRENCE MAGEE

DIANE DUPUIS

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

WG WELL

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WELL

IPF

IPF

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L

Sill E

L

Sill E

L

IPF

IPF

Sill E

L

Sill E

L

Sill E

L

IPF

2' WIDE


1" DIA IRON PIPE

6" X 6" GRANITE

1/2" DIA IRON PIPE

2' WIDE

8' DIA LILAC

STONE 5 STEPS

JOINT CMP35/35 18BPT

30" MAPLE

ROUTE 26

ELECTRIC CMP 34/3/19

THE MAINE HOUSES

6' DIA6' DIA 6' DIA LILAC

3X3X3

HOUSE 2.5 STORY

STOP LAKE RD

5' DIA BUSH

JOINT CMP 33/3/2O BPT

WARNING SIGNAL LIGHT

30" MAPLE

JOINT CMP 30/30/23 BPT

12" WIDE STONE

24" MAPLE

26

STONE 3 STEPS

(2) 5' DIA RHODODENDRON

JOINT CMP 31/22 BPTJOINT CMP 32/21BPT

12" CRAB APPLE CONC 16" MAPLE

HOUSE 2.5 STORY

28" BIRCH TWIN

MUNICIPAL 21 MUSEUM 1.5 STORY

18" MAPLE

SIGN MISSING

NO SNG

JOINT CMP 29 BPT 24

20" MAPLE

14" MAPLE

6"OVER HANG SGN

SPEED LIMIT 3024" MAPLE

CONC

WOOD BIRDHOUSE POST

3/4" DIA IRON PIPE BURIED

3/4" DIA ROD BENT OVER 10" DEEP

1" DIA IRON PIPE

HOUSE

BRUSH

DIR

ON

LY

18"

CM

P

18" C

MP

18" C

MP



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

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AP

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AIN

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DE

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RA

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N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

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TR

UC

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N LIM

IT LIN

E PL

(WE

LL)

(RO

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ON

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T)

(TR

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T)

ITE

MT

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HC

HE

CK

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BA

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MA

P

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ES

AR

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RIGHT-OF-WAY MAP

WIN



RO

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n:

Filena

me:...\

00\

RO

W\

MS

TA\

005

_R

WP

LA

N5.d

gn

Userna

me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

5_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

10.0'

10.0'

10.0'

15.0'38+00

39+00

40+00

41+0042+00

43+0044+00

45+00

PT

ST

A. 42

+75.87

PT

ST

A. 37

+89.69

PC

ST

A. 40

+81.70



GRID NORT

HCO

MBIN

ED FACT

OR 0.9999558706

NA

VD 88

NA

D83 (2011) M

AIN

E 2000

WEST ZO

NE

CR

OS

SIN

G

RO

AD

PRIV

AT

E S

EPTIC

LIN

E

APP

RO

X. L

OC

ATIO

N

GER

ALD

WALK

ER JR.

FLO

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CE

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WALK

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CR

OS

SIN

G

RO

AD

PRIV

AT

E S

EPTIC

LIN

E

APP

RO

X. L

OC

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N

CR

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G

RO

AD

PRIV

ATE

WA

TE

R

LIN

E

APP

RO

X. L

OC

ATIO

N

DAVID GOODRICH

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

LO

T

LIN

E

LO

T

LIN

E

S.H.C.

FILE

NO. 9-37

S.H.C.

FILE

NO. 9-47

S.H.C.

FILE

NO. 9-72

A

S.H.C.

FILE

NO. 9-72

D.O.T FILE

NO. 9-330

SE

E

ALS

O:

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26





WROUGHT PORTION (L.O.W.P.)HIGHWAY PURPOSES WITHIN LIMITS OFNOTE: PRESCRIPTIVE EASEMENT FOR

L.O.W.P.

LI

MITS

OF

UG

HT P

ORIO

N

LIMITS OF WRO GHT PORION

WR

OU

GH

T P

OR

TIO

N (L.O.W.P.)

HIG

HW

AY P

UR

PO

SES

WIT

HIN

LI

MITS

OF

NO

TE: P

RES

CRIP

TIV

E

EA

SE

ME

NT F

OR

LA

KE S

TR

EE

T

ST. LAWRENCE AND ATLANTIC RAILROAD 6

V26

DATED APRIL 19, 1966 - O.C.R.D. PLAN NO. 793

LAND TO BE SOLD TO LEWIS M. MANN & SON INC.

CANADIAN NATIONAL RAILWAYS PLAN SHOWING

P.L.

E = 44.62'

T = 12

2.19'

L = 20

3.06'

R = 14

5.00'

PI = 37

+08.82

CURVE

DATA

#6

292.01'

E = 4.64'

T = 30.07'

L = 58.24'

R = 95.00'

PI = 401+55.79

CURVE DATAE = 2.36'

T = 97.17'

L = 194.17'

R = 2000.00'

PI = 41+78.86

CURVE DATA #7

527.19'

WR

O

T

1854, 2 RODS WIDE

VOL. 3, PAGES 22-24


LAKE STREET

U T

194.17'

DATED APRIL 15, 1966 - O.C.R.D. PLAN NO. 868LAND TO BE SOLD TO JOHN G. MARSHALLCANADIAN NATIONAL RAILWAYS PLAN SHOWING

CONST. LIMITS

TEMP.

+90+32

ï»¿173î€•

CONST. LIMITS

TEMP.

+25

+95

ï»¿663î€•

LIMITS

TEMP. CONST.

ï»¿114î€•

LIMITS

TEMP. CONST. ï»¿55î€•

+45+30*

+20

TEMP. CONST. LIMITS

TEMP. CONST. LIMITS

+85+01*

ï»¿360î€•

ï»¿952î€•

CONST. LIMITS TEMP. CONST. LIMITS

TEMP.

+50 +94+95

+60

ï»¿397î€•

ï»¿1001î€•

TEMP. CONST. LIMITS TEMP. CONST. LIMITS

+50

+75

+60

ï»¿1400î€•

+80 +15

LIMITSTEMP. CONST.

S.F.�»¿

69'*

133'*

53'*

133'*

+76* +88*

+21*23'* 23'*

LIMITSCONST.TEMP.

TEMP. CONST. LIMITS

+00*

ï»¿549î€•

S.F.

�»¿

TOTAL AREA = ( )


ITEM NO. (38)

RESAM PROPERTIES LLC

TOTAL AREA = ( )


ITEM NO. (41)

AMANDA FARRAR

TOTAL AREA = ( )


ITEM NO. (42)

ROBERT SWEETSER

TOTAL AREA = ( )

1093* S.F. (2)


ITEM NO. (44)

WOODSTOCK HISTORICAL SOCIETY

TOTAL AREA = ( )


ITEM NO. (46)

SCOTT K. SULLIVAN

MAURA T. SULLIVAN

TOTAL AREA = ( )


ITEM NO. (47)

SCOTT YOUNG

LEANNE R. YOUNG

TOTAL AREA = ( )

55* S.F. (1)


ITEM NO. (39)

THE MAINE HOUSE

TOTAL AREA = ( )

360* S.F. (1)


ITEM NO. (40)

GERALD WALKER JR.

FLORENCE S. WALKER

TOTAL AREA = ( )

397* S.F. (1)


ITEM NO. (43)

ROBERT SWEETSER

(PER TOWN) ENTIRE LOTLAND TAKEN = 0.15* AC. PARCEL NO. (45)

SCOTT K. SULLIVAN

MAURA T. SULLIVAN

TO

TA

L

AR

EA

= ( )

TE

MP.

CO

NS

T.

RIG

HTS

=

307*

S.F. (2)

IT

EM

NO. (33)

TI

MO

TH

Y S

AL

VES

AN

RE

VO

CA

BLE

TR

US

T

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Callout

For entire parcel

julie.senk

Callout

For park area

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

IPF

Sill E

L

IPF

IPF

R

R

R

R


JOINT BPTELL28/25 CMPJOINT BPTELL29/37/24

NO SNG

JOINT CMP 29 BPT 24

INTERSECTION RRXN

6"OVER HANG SGN

24" MAPLE

CONC STOP PINE POINT RD.

PLUMBING UNITED&HEATING

JOINT BPT 27 CMP 26JOINT PBT 26 CMP 27

RAILROAD CROSSING LIGHTS

(2) 12" STUMP

16" STUMP

12"

CM

P

BUSINESS SIGN

1" DIA IRON PIPE FLUSH

15" C

MP

3/4" DIA IRON PIPE BURIED

CMP METER BOX

JOINT CMP 1 / 37 / 1 BPTEL

HOUSE

RR



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN



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n:

Filena

me:...\

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006_

RW

PL

AN

6.d

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Userna

me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

6_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

45+0046+00

47+0048+00 49+00 50+00

51+00

52+00

PT

ST

A.

52

+42.5

5

PC

ST

A. 48

+03.06


PIN

E P

OIN

T

RO

AD

PRELIMINARY ROW PLANGRID NORT

HCO

MBIN

ED FACT

OR 0.9999558706

NA

VD 88

NA

D83 (2011) M

AIN

E 2000

WEST ZO

NE

DAVID GOODRICH

P.L.

LO

T

LIN

E

LO

T

LIN

E

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26





LI

MITS

OF

WR

OU

G




1856, 2 RODS WIDE

VOL. 3, PAGES 59-60


PINE POINT ROAD

PO

RTIO

NLI

MITS

OF

WR

OU

GH

T

PORTIONLIMITS OF WROUGHT

6

V26

527.19'

439.49'

HT P

OR

TIO

N

+08*

28'*

30.0

0' 2

1'*

9'*

2'*

E = 6.91'

T = 220.03'

L = 439.49'

R = 3500.00'

PI = 50+23.09

CURVE DATA #8

133'*

ï»¿1406î€•

138'*

TEMP. CONST. LIMITS

+00*

+20*

ï»¿1560î€•

ï»¿958î€•

TEMP. CONST. LIMITS

EASE. LIMITS

DRAINAGE

+90

+10

ï»¿423î€•

35.0

0'

35.0

0'

35.0

0'

14'*

27'*

374'*

37'*ï»¿0.11î€

+79*

ï»¿351î€•

25'*

TEMP. CONST. LIMITS

+50

TEMP. CONST. LIMITS

+88* +90*

ï»¿2

15î€•

ï»¿0.06î€

46'*

44'*

TEMP. CONST. LIMITS

+30+20

+35

ï»¿732î€•

LIMITS

TEMP. CONST.

LIMITSTEMP. CONST.

ï»¿683î€•

+50

S.F.

�»¿

TEMP. CONST.

LIMITS

CONST. LIMITS TEMP.

CONST. LIMITS TEMP.

CONST. LIMITS

TEMP. ï»¿1560î€•

ï»¿1176î€•

+46*

TEMP. CONST. LIMITS

+70

ï»¿488î€•

STA. 46+90 TO 47+10 LT.OUTLET DRAINAGE STRUCTURE

TOTAL AREA = ( )


ITEM NO. (47)

SCOTT YOUNG

LEANNE R. YOUNG

TOTAL AREA = ( )


ITEM NO. (48)

SCOTT YOUNG

LEANNE R. YOUNG

REM. AREA =

TOTAL AREA = ( )



LAND TAKEN = 351* S.F.(1)

PARCEL NO. (49)

SCOTT YOUNG

LEANNE R. YOUNG

TOTAL AREA = ( )


LAND = 0.11* AC. (1) (EASE. FOR HIGHWAY PURPOSES)

PARCEL NO. (50)

ST. LAWRENCE AND ATLANTIC RAILROAD

TOTAL AREA = ( )


ITEM NO. (51)

SHELLY MILLS

CHRISTOPHER MILLS

TOTAL AREA = ( )


ITEM NO. (52)

CHRISTOPHER G. HOYT REM. AREA =

TOTAL AREA = ( )


SLOPE EASE. = 52* S.F. (1)


PARCEL NO. (53)

JOSE A. VALLARINO

+73*+74*

+06* +09

TEMP. CONST. LIMITS

+68*

julie.senk

Rectangle

julie.senk

Rectangle

julie.senk

Rectangle

Sill E

L

IPF

R

R

48" MAPLE

18X10X12BP TEL33/20 CMP

GARAGE FLOOR ONLY

48" MAPLE

BP TEL34/19 CMP

10X12X4

SPEED LIMIT 50CONC 11 STEPS

STOP PINE POINT RD.

GRAVEL DRIVE

6X6X6

1" DIA IRON PIPE

DELINEATOR

RAILROAD CROSSING LIGHTS

3X3X3

4X4X4

15" CMP

8" WIDE MASONRY

JOINT BPTEL 30/2312" CMP JOINT 35/18 CMP

PAVED DRIVE

18"

CM

P

PIPE DIR.ONLY

BP TEL32/21 CMP

PAVED10' X 6' X 5'

RR SENSOR BOX

CMP METER BOX

JOINT CMP 1 / 37 / 1 BPTEL

RR

RR SHED



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN



RO

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n:

Filena

me:...\

00\

RO

W\

MS

TA\

007

_R

WP

LA

N7.d

gn

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me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

7_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

APRIL 2019

BRUCE A. VAN NOTE

52+00

53+00

54+00

55+00 56+0057+00

58+0059+00

PT

ST

A. 57

+07.72

PT

ST

A. 52

+42.55

PC

ST

A. 54

+47.77


PIN

E P

OIN

T

RO

AD


GRID NORT

HCO

MBIN

ED FACT

OR 0.9999558706

NA

VD 88

NA

D83 (2011) M

AIN

E 2000

WEST ZO

NE


P.L.

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26








1856, 2 RODS WIDE

VOL. 3, PAGES 59-60


PINE POINT ROAD

PO

RTIO

NLI

MITS

OF

WR

OU

GH

T


6

V26

O.C.R.D. PLAN NO. 2355

RECORDED AUGUST 12, 1988

BY PICKETT LAND SURVEY INC.

FINAL PLOT PLAN OF SUMMIT HILL

205.22'

259.95'

E = 3.25'

T = 130.09'

L = 259.95'

R = 2600.00'

PI = 55+77.85

CURVE DATA #9

284.31'

+99*

30.0

0'30.0

0'

30.0

0'

30.0

0'

20'*

10'*

91'*

262.95'

205.22'

133'*

+47*

+32*

+42*

ï»¿1406î€•

ï»¿0.05î€

ï»¿1582î€• ï»¿0.05î€

+74* +76*138'* 1

1'* 195'*

16'*

133'* 9'*

226'*

133'*130'*

16'*

185'*5'*

30.0

0'

35.0

0'

35.0

0'

35.0

0'

+40*

35.0

0'

14'*

27'*

37'*

205.22'

91'*ï»¿1473î€•

LIMITSTEMP. CONST.

LIMITSTEMP. CONST.

ï»¿683î€•

+40 +45

40'

55'

+50

SLOPE EASE. LIMITS

SLOPE EASE. L

IMITS

60' 45'

S.F.�»¿

ï»¿0.08î€

SLOPE EASE. LIMITS

SLOPE E

ASE. LIM

ITS

+10 +50 +50

50'

65'

55'

35'

ï»¿1108î€•

TEMP. CONST. LIMITS

ï»¿1033î€•

AWAITING WALL DESIGN

292'*

TOTAL AREA = ( )


LAND = 1473* S.F. (1) (EASE. FOR HIGHWAY PURPOSES)

PARCEL NO. (54)


REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = 1108* S.F. (1)


PARCEL NO. (56)

STEPHEN KNUTSON

KRISTINA GRACE

REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = 0.08* AC. (1)


PARCEL NO. (55)

TOWN OF WOODSTOCK

REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = XX* AC. (2)LAND TAKEN = 0.17* AC. (2)PARCEL NO. (57)

TOWN OF WOODSTOCK

+63*

+73*+74*

+06*

+48*

+81*

+25

+09

TEMP. CONST. LIMITS

julie.senk

Rectangle

Sill E

L

ST

B

12" WIDE CONC

39/14

NO PARKING

10X12X12

BACK STOP28" MAPLE

4X5X43X3X3

28" PINE

5X6X8

24" STUMP

RXR DI

TCH LI

NE

12X4X6

18" RCP

2" X 2" STEEL

1

(3) BACK STOP ANCHOR

5X4X3

JOINT 76/17

3/40/13

15/38

12" WIDE CONC DUG OUT

12" WIDE CONC

37/16

JOINT 35/18 CMP

PAVED

SPEED LIMIT 30

4X4X4

21" WIDE CONC



OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS


SY

MB

OLS

(SE

PTIC T

AN

K)

WA

TE

R LIN

E

GA

S LIN

E

ELE

CT

RIC LIN

E

TE

LE

PH

ON

E LIN

E

SE

WE

R LIN

E

PR

OP

ER

TY LIN

E

EXIS

TIN

G RIG

HT O

F W

AY

CO

NT

RO

L O

F A

CC

ES

S

NE

W RIG

HT O

F W

AY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016

NE

W R

OW W

ITHIN E

XIS

T.

RO

W

BM

GR

ADIN

G LIM

IT LIN

E

CO

NS

TR

UC

TIO

N LIM

IT LIN

E PL

(WE

LL)

(RO

W M

ON

UM

EN

T)

(TR

AV

ER

SE P

OIN

T)

ITE

MT

EC

HC

HE

CK

ED

BA

SE

MA

P

EXIS

T.

R/

W

PR

OP.

LIN

ES

AR

EA

S

RIGHT-OF-WAY MAP

WIN



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Filena

me:...\

00\

RO

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008

_R

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LA

N8.d

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me:

Date:7/2

6/2

019

Perry.Silver

man

S.T.

WW

GG

EE

TT

WE

LL

(IR

ON PIP

E or PIN F

OU

ND)

IPor

IPF

LIM

ITS O

F W

RO

UG

HT P

OR

TIO

N (

L.O.W.P.)

8_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

BRUCE A. VAN NOTE

APRIL 2019

59+00

60+00

61+0062+00 63+00

64+0065+00

66+00

PT

ST

A. 63

+16.14

PC

ST

A.

59

+92.0

3



GRID NORT

HCO

MBIN

ED FACT

OR 0.9999558706

NA

VD 88

NA

D83 (2011) M

AIN

E 2000

WEST ZO

NE

ST. LAWRENCE A

ND ATLA

NTIC R

AILROAD

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26





P.L. 6

V26






324.11'

E = 5.06'

T = 162.26'

L = 324.11'

R = 2600.00'

PI = 61+54.29

CURVE DATA #10

513.07'

30.0

0'

EASE. LIMITS

DRAINAGE

+15

+40

55'

55'

ï»¿506î€•

TEMP. CONST. LIMITS

TEMP. CONST. LIMITS

+50

ï»¿0.06î€TEMP. CONST. LIMITS

+25

ï»¿324î€•

SLOPE EASE. LIMITS

SLOPE EASE. LIMITS

SLOPE EASE. LIMITS

+10 +20 +50

+50 +60+30

50'

55'

55'

+25

60' 65'

60'

55'

50'ï»¿0.14î€

AWAITING WALL DESIGN

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292'*

STA. 63+15 TO STA 63+40 LT.OUTLET DRAINAGE STRUCTURE

REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = XX* AC. (2)


PARCEL NO. (57)

TOWN OF WOODSTOCK

REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = XX* AC. (2)


PARCEL NO. (57)

TOWN OF WOODSTOCK

TOTAL AREA = ( )



ITEM NO. (58)

TOWN OF WOODSTOCK

+57*

julie.senk

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4 H BRYANT POND

3' DIA

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6" X 6" GRANITE

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12X4X6

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24" STUMP

3" CHERRY

DUG OUT

NO PARKING

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6" OAK

6" X 6" GRANITE

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SPEED LIMIT 30



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9_

018767.00


WOODSTOCK

WO

OD

ST

OC

K

OXFORD COUNTY

STATE HIGHWAY "17"


PN

S

PN

S


JOYCE NOEL TAYLOR

APRIL 2019

BRUCE A. VAN NOTE

70+00 71+00 72+0073+0066+00 67+00 68+00 69+00

PC

ST

A. 68

+29.21

LA

KESID

E

DRIV

E


PRELIMINARY ROW PLANGRID NORT

HCO

MBIN

ED FACT

OR 0.9999558706

NA

VD 88

NA

D83 (2011) M

AIN

E 2000

WEST ZO

NE

JENNIFER I. BEAN

LAURENCE B. BEAN JEFFREY LITTLEHALE

P.L.

P.L.

1857, 4 RODS WIDE

VOLUME 4, PAGE 570


1854, 3 RODS WIDE

VOLUME 4, PAGE 357


1934, WIDTH VARIES

VOLUME 2A, PAGE 137


1903, 3 RODS WIDE

VOLUME 1A PAGE 277


ROUTE 26







SEE ALSO:

1857, 4 RODS WIDEVOLUME 4, PAGE 570OXFORD COUNTY COMMISSIONERS RECORDS

1854, 3 RODS WIDEVOLUME 4, PAGE 357OXFORD COUNTY COMMISSIONERS RECORDS

1934, WIDTH VARIESVOLUME 2A, PAGE 137OXFORD COUNTY COMMISSIONERS RECORDS

1903, 3 RODS WIDEVOLUME 1A PAGE 277OXFORD COUNTY COMMISSIONERS RECORDS

ROUTE 26






LO

T LIN

E





513.07'

741.64'

E = 7.24'

T = 371.01'

L = 741.64'

R = 9500.00'

PI = 72+00.22

CURVE DATA #11

L.O.W.P. TEMP. CONST. LIMITS

+30

ï»¿1777î€•

REM. AREA =

TOTAL AREA = ( )

SLOPE EASE. = XX* AC. (2)LAND TAKEN = 0.17* AC. (2)PARCEL NO. (57)

TOWN OF WOODSTOCK

TOTAL AREA = ( )

TEMP. CONST. RIGHTS = 0.07* AC. (2)DRAINAGE EASE. = 506* S.F. (1)ITEM NO. (58)

TOWN OF WOODSTOCK

TOTAL AREA = ( )



ITEM NO. (59)

BROOKE HALLETT

BARRY J. HALLETT JR.

julie.senk

Rectangle

It is the Department’s determination that this action would not adversely affect the activities, features and attributes of the Town Common and Baseball Fields. Is the recreational area a public property as defined by Section 4(f)? Town Common____Yes________________________________________________________ Baseball Fields_____Yes_______________________________________________________ The Town Common is owned and taxes paid by private person. Town has a lease agreement to use the property as a Town Common. Does the Owner or Official with Jurisdiction consider the public recreational areas to be significant? Town Common________Yes____________________________________________________ Baseball Fields_________Yes___________________________________________________ Does the Owner or Official agree with the Department’s assessment of impacts, and that these actions would not adversely affect the activities, features and attributes of the public park area? Town Common________Yes____________________________________________________ Baseball Fields_________Yes___________________________________________________ If not, how should the assessment be modified? Town Common__________N/A__________________________________________________ Baseball Fields___________N/A_________________________________________________ Will the impacts associated with the project adversely impact the property? (Please indicate how the project will impact the property.) Town Common________The property will not adversely impacted_______________ Baseball Fields________ The property will not adversely impacted ______________ If so, please suggest how the impact could be minimized and/or mitigated. Town Common_________N/A___________________________________________________ Baseball Fields__________N/A__________________________________________________ Are there Land and Water Conservation Funds/Section 6(f), Federal Aid in Fish Restoration Act, Federal Aid in Wildlife Act Funds, or other similar laws/funds invested in this property? Town Common________No____________________________________________________ Baseball Fields_________No___________________________________________________ ______________________ _______________________ ____________ Signature of Owner or Printed name of Owner of Date Vern H. Maxfield Town Manager for Woodtock, Maine 9/20/2019 Official with Jurisdiction Official with Jurisdiction Please respond within one week so the project can maintain its current schedule. Questions concerning this process may be directed to me at [email protected]. Thank you in advance for your cooperation. Sincerely, Julie Senk, Cultural Coordinator Environmental Office

Woodstock 18767.00 Highway Rehabilitation Project...Woodstock 18767.00 . Highway Rehabilitation...

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