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RE

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2

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3

RE

VISIO

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4

CH

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2

DE

SIG

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ED

3

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NS

ST

AT

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AIN

E

DE

PA

RT

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OR

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NA

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RE

P.E.

NU

MB

ER

NOT TO SCALE

210

D.M.

LO

RIN

G

4226

HO

UL

TO

N

2%

MATCH EXISTING SUBGRADE

12" A.S.C.G.

MATCH EXISTING SUBGRADE

6.00’ VARIABLE VARIABLE

EXISTING GROUNDEXISTING GROUND

24"–

SIDEWALK

VARIABLE

EXISTING GRAVEL BASE4" LOAM & SEED 4" LOAM & SEED

EXISTING CURB

VARIABLE

CL

2" HMA

1�" MILL AND HMA OVERLAYCURB TYPE 1

EXISTING PARKING AREA

2.0’ 1.0’ 1.0’

1.0’ 2.0’ 1.0’ 1.0’

12" A.S.C.G.

-2%

2" HMA

6.00’

CURB TYPE 1

PROFILE GRADE (MC11)

A.S.C.G. = AGGREGATE SUBBASE COURSE - GRAVEL

3. HMA = HOT MIX ASPHALT

PAVEMENT SHALL BE STRAIGHT.

2. CROWNS FOR ALL COURSES OF SUBBASE AND

SHOWN ON THE PLANS ARE INTENDED TO BE NOMINAL.

1. THE PAVEMENT, BASE, AND SUBBASE DEPTHS AS

NOTES:

2288500

WIN 2

2885.0

0

2.0’

MS

MA.L.

GO

DF

RE

Y

U.S.

RT

E.

1

&

U.S.

RT

E.

2

U.S. ROUTE 1

U.S. ROUTE 2

SIDEWALK

EXISTING U.S. ROUTE 1

MATCH EXISTING MATCH EXISTING

12"

12"

STA. 30+24 TO STA. 30+71

1�" HMA OVERLAY

SAWCUT EXISTING PAVEMENT

CURB TYPE 1

3" HMA

SAWCUT EXISTING PAVEMENT

6" H.M.A.6" H.M.A.

VARIABLE

VARIABLE SLOPE

STA. 11+65 TO STA. 12+00 RT

A.S.C.G.

MATCH EXISTING SUBGRADE

24"–

EXISTING GROUND

EXISTING GRAVEL BASE

CL

CURB TYPE 1

1.0’ 2.0’

U.S. ROUTE 1

MATCH EXISTING

6" H.M.A.

STA. 11+37 TO STA. 12+48 LT

1�" MILL AND H.M.A. OVERLAY

VAR. 12.00’ & VARIABLE 12.00’

2%

2%

24"–

-2%

A.S.C.G.

VARIABLE

TRAVELWAY TRAVELWAYSHLD.

(SEE RTE. 2 TYPICAL)

BITUMINOUS SIDEWALK

OR

4" LOAM & SEED

1-2

02

0

TY

PIC

AL

SE

CTIO

NS

4/20/20

4�" HMA BASE

AT NO ADDITIONAL COST TO THE CONTRACT.

REPLACED BY THE CONTRACTOR WITH NEW POSTS CONFORMING TO THE APPLICABLE SPECIFICATIONS

TO PAYMENT UNDER ITEM 645.116. POSTS THAT ARE DAMAGED BY THE CONTRACTOR SHALL BE

WARNING, CONFIRMATION AND ROUTE MARKER ASSEMBLY SIGNAGE WILL BE CONSIDERED INCIDENTAL

19. DEMOUNTING AND REINSTALLING WOOD AND U-CHANNEL POSTS FOR RELOCATION OF REGULATORY,

ITEM FOR ADJUST, ALTER, OR REBUILD UTILITY STRUCTURE.

ALTERED, OR REBUILT UTILITY STRUCTURES IS CONSIDERED INCIDENTAL TO THE RESPECTIVE PAY

HMA USING A MINIMUM OF A 150 POUND PLATE COMPACTOR. HMA FOR PATCHING AROUND ADJUSTED,

PLACE HMA IN LIFTS OF 3 INCHES OR LESS, AS DIRECTED BY THE RESIDENT, AND COMPACT THE

LEAST TWO FEET AWAY FROM THE NEAREST EDGE OF THE STRUCTURE. THE CONTRACTOR SHALL

12.5 MM MIXTURE. THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT FOR THE PATCH AT

OR REBUILT UTILITY STRUCTURES SHALL MEET THE GRADATION REQUIREMENTS OF A 9.5 MM OR

18. EXCLUDING WATER AND GAS GATE VALVES, ALL HMA FOR PATCHING AROUND ADJUSTED, ALTERED,

BE MADE UNDER APPROPRIATE CONTRACT ITEMS.

LAYOUT IN THE CONTRACT DOCUMENTS OR AS PROVIDED BY THE DEPARTMENT. PAYMENT SHALL

17. FINAL STRIPING FOR THE PROJECT SHALL BE DONE BY THE CONTRACTOR PER THE STRIPING

OF EQUIPMENT AND LAYOUT OF WORK BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.

16. NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE SUPERVISION

BUT WILL BE CONSIDERED INCIDENTAL TO THE RELATED DRAINAGE ITEMS.

CONVENIENCE OR TO COMPLY WITH BACKSLOPING REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY

REQUIRED TO INSTALL DRAINAGE STRUCTURES. ADDITIONAL EXCAVATION FOR THE CONTRACTOR’S

STRUCTURES ARE INFORMATIONAL ONLY AND REPRESENT THE APPROXIMATE MINIMUM QUANTITY

15. ESTIMATED QUANTITIES FOR REQUIRED STRUCTURAL EARTH EXCAVATION, DRAINAGE AND MINOR

EXCAVATION, DITCH AND INSLOPE OR EQUIPMENT RENTAL AREAS.

14. AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM SUITABLE EXCAVATION FROM

SUBSURFACE CONDITIONS BETWEEN BORING LOCATIONS.

COLLECTED AT DISCRETE LOCATIONS. DATA PROVIDED MAY NOT BE REPRESENTATIVE OF THE

BID DOCUMENTS (IF ANY) PRESENT FACTUAL AND INTERPRETIVE SUBSURFACE INFORMATION

CONCLUSION DRAWN FROM THE GEOTECHNICAL INFORMATION. THE BORING LOGS PROVIDED IN THE

CONSTRUCTION SITE. MAINEDOT WILL NOT BE RESPONSIBLE FOR ANY INTERPRETATIONS OR

WILL BE REPRESENTATIVE OF THE ACTUAL SUBSURFACE CONDITIONS THROUGHOUT THE

USE OF THE BIDDERS. NO ASSURANCE IS GIVEN THAT THE INFORMATION OR INTERPRETATIONS

13. GEOTECHNICAL INFORMATION FURNISHED OR REFERRED TO IN THE BID DOCUMENTS IS FOR THE

AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR’S EXPENSE.

OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT. ALL WORK, EQUIPMENT,

12. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR’S EQUIPMENT, PERSONNEL, OR

NOTED OR DIRECTED.

11. LOAM SHALL BE PLACED TO A NOMINAL DEPTH OF 4 INCHES IN LAWN AREAS UNLESS OTHERWISE

10. SEEDING METHOD NO. 1 SHALL BE UTILIZED ON ALL LAWNS AND DEVELOPED AREAS.

SHALL BE AS NOTED ON THE PLANS OR DESIGNATED BY THE RESIDENT.

9. LOAM HAS BEEN ESTIMATED FOR DISTURBED LAWN AREAS. ACTUAL PLACEMENT OF THE LOAM

BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO DIRECT PAYMENT WILL BE MADE.

HAVE THE ENDS PLUGGED WITH BRICK AND MORTAR. COST FOR ALL LABOR AND MATERIAL WILL

8. EXISTING ABANDONED WATER MAINS BROKEN BY THE CONTRACTOR DURING CONSTRUCTION SHALL

TO ITEM 603 OR 605.

PIPE CONNECTIONS WILL NOT BE PAID FOR SEPARATELY AND WILL BE CONSIDERED INCIDENTAL

7. ANY NECESSARY CUTTING OF EXISTING CATCH BASINS OR MANHOLES TO ALLOW FOR PROPOSED

OF THE RESIDENT.

6. NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED OR PLUGGED WITHOUT PRIOR APPROVAL

UNDER THE APPROPRIATE PAY ITEMS.

5. EXISTING CULVERTS AND CATCH BASINS WILL BE CLEANED AS DIRECTED BY THE RESIDENT

FOR GRANULAR BORROW-UNDERWATER BACKFILL AND WILL BE PAID FOR AS GRANULAR BORROW.

4. IF FOUNDATION MATERIAL IS REQUIRED UNDER CULVERTS, IT SHALL MEET THE REQUIREMENTS

INCIDENTAL TO THE RELATED PAVING OR MILLING ITEMS.

3. ANY NECESSARY CLEANING OF EXISTING PAVEMENT PRIOR TO PAVING OR MILLING SHALL BE

OF WASTE AREAS SHALL BE CONSIDERED INCIDENTAL.

IN ACCEPTABLE WASTE AREAS REVIEWED BY THE RESIDENT. GRADING, SEEDING AND MULCHING

2. ALL WASTE MATERIAL NOT USED ON THE PROJECT SHALL BE DISPOSED OF OFF THE PROJECT

PAYMENT SHALL BE MADE UNDER ITEM 202.202 REMOVING PAVEMENT SURFACE.

1. ALL JOINTS BETWEEN EXISTING AND PROPOSED HOT BITUMINOUS PAVEMENT SHALL BE BUTTED.

GENERAL NOTES

659.10

656.75

652.381

652.38

652.36

652.35

652.34

652.33

645.271

645.116

645.106

643.93

643.83

643.80

639.19

631.32

631.172

631.12

629.05

627.78

627.77

627.75

627.733

626.44

626.38

626.36

626.22

626.21

626.11

619.12

618.13

615.07

609.2381

609.2341

609.238

609.12

609.11

608.26

604.245

604.18

603.179

603.159

409.15

403.213

403.211

403.209

403.2081

304.10

206.061

203.25

203.20

202.202

202.15

MOBILIZATION (10%)

TEMP. SOIL EROSION AND WATER POLLUTION CONTROL PLAN

TRAFFIC OFFICERS

FLAGGERS

MAINTENANCE OF TRAFFIC CONTROL DEVICES

CONSTRUCTION SIGNS

CONE

DRUM

REG., WARN., CONF., & RTE. ASSEMBLY SIGN, TYPE I

REINSTALL REG, WARN, CONF., & RTE. MARK ASSEMBLY SIGN

DEMOUNT REG., WARN., CONF., &RTE. MARK. ASSEMBLY SIGN

STRAIN POLE

VIDEO DETECTION SYSTEM

TRAFFIC SIGNALS AT: ROUTE 1 AND ROUTE 2

FIELD OFFICE, TYPE B

CULVERT CLEANER (INCLUDING OPERATOR)

TRUCK - LARGE (INCLUDING OPERATOR)

ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)

HAND LABOR, STRAIGHT TIME

TEMP. 4" PAINTED PVMT. MARK LINE, WHITE OR YELLOW

REMOVING EXISTING PAVEMENT MARKINGS

WHITE OR YELLOW PVMT AND CURB MARKING

4" WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE

36-INCH DIAMETER FOUNDATION

GROUND MOUNTED CABINET FOUNDATION

REMOVE OR MODIFY CONCRETE FOUNDATION

NON-METALLIC CONDUIT

METALLIC CONDUIT

PRECAST JUNCTION BOX

MULCH

SEEDING METHOD NUMBER 1

LOAM

TERMINAL CURB TYPE 1 - 8 FOOT-CIRCULAR

TERMINAL CURB TYPE 1 - 4 FOOT-CIRCULAR

TERMINAL CURB TYPE 1 - 8 FOOT

VERTICAL CURB TYPE 1 - CIRCULAR

VERTICAL CURB TYPE 1

CURB RAMP DETECTABLE WARNING FIELD

CATCH BASIN TYPE F4-C

ADJUSTING MH OR CB TO GRADE

18 INCH CULVERT PIPE OPTION III

12 INCH CULVERT PIPE OPTION III

BITUMINOUS TACK COAT, APPLIED

HOT MIX ASPHALT, 12.5mm (BASE)

HOT MIX ASPHALT 9.5 mm (SHIM)

HOT MIX ASPHALT, 9.5mm (SW,DRIVES,INCIDENTALS)

HOT MIX ASPHALT, 12.5mm (POLYMER MODIFIED)

AGGREGATE SUBBASE COURSE - GRAVEL

STRUCT EARTH EXC BELOW GRADE

GRANULAR BORROW

COMMON EXCAVATION

REMOVING PAVEMENT SURFACE

REMOVING EXISTING MANHOLE OR CATCH BASIN

1

1

20

400

40

350

20

20

30

11

11

3

1

1

1

5

5

5

10

140

140

410

360

31

1

1

10

60

1

1

1

10

2

1

6

42

54

26

1

3

54

32

50

30

15

20

60

85

10

15

100

560

1

LS

LS

HR

HR

CD

SF

EACH

EACH

SF

EACH

EACH

EACH

LS

LS

EACH

HR

HR

HR

HR

LF

SF

SF

LF

LF

EACH

EACH

LF

LF

EACH

UNIT

UNIT

CY

EACH

EACH

EACH

LF

LF

SF

EACH

EACH

LF

LF

GAL

TON

TON

TON

TON

CY

CY

CY

CY

SY

EACH

A.L.

GO

DF

RE

Y

A.L.

GO

DF

RE

Y

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ESTIMATED QUANTITIES

ITEM NO. QUANTITYDESCRIPTION UNIT

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3

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NS

4

CH

EC

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D

OF

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SIG

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ED

2

DE

SIG

N3-

DE

TAIL

ED

3

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HW

AY P

LA

NS

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ST

AT

E O

F M

AIN

E

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

4226

310

HO

UL

TO

N

MS

M

2288500

WIN 2

2885.0

0

D.M.

LO

RIN

G

U.S.

RT

E.

1

&

U.S.

RT

E.

2

1-2

02

0

1-2

02

0

4/20/20

AN

D

GE

NE

RA

L

NO

TE

S

ES

TI

MA

TE

D

QU

AN

TITIE

S

RESET

ADU

LO

1

TEST

PS-2216

NR

E

LINE

VI

D

WA

2 3 4 5

AUXILIARY DISPLAY UNIT

DETECTOR TEST SWITCH PANEL

ATC CONTROLLER

PULL-OUT DRAWER

24 CHANNEL INPUT ASSEMBLY

GFI OUTLET ACCESS BOX

24 CHANNEL INPUT ASSEMBLY

CHANNELS 1-16

OUTPUT ASSEMBLY

CHANNELS 17-32

OUTPUT ASSEMBLY

SERVICE ASSEMBLY

MTD TO CABINET WALL

GENERATOR ACCESS PANEL

6" EXTENDER BASE

CARD CAGE

EMPTY 19"

INTERFACE UNIT

CELL MODEM / FIELD MONITORING

DOOR

MTD TO FRONT

POLICE DOOR

SHELVESSHELVESSHELVES

DC POWER/SERIAL COMMUNICATION BUS

AC POWER STRIP

CHANNELS 1-16

FIELD OUTPUT PANEL

CHANNELS 17-32

FIELD OUTPUT PANEL

CONTROL SIDE

AUXILIARY SIDE

POWER AND

FRONT VIEW

CONTROL SIDE

AUXILIARY SIDE

POWER AND

BACK VIEW

VIDEO - 3U HIGH (5.25")

LOOP = 6U HIGH (10.5")

PER 24 INPUT RACK:

NOMINAL TERMINAL PANEL SIZE

CHANNELS 1-24

INPUT TERMINATION PANEL (VIDEO)

CHANNELS 25-48

INPUT TERMINATION PANEL (VIDEO)

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CH

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S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

VIE

WE

D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

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N

DA

TE

SIG

NA

TU

RE

P.E.

NU

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ER

NOT TO SCALE

810

AL

G

4226

HO

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TO

NA

LG

JL

E

AT

CC

DE

TAIL

MaineDOT 32 / 48 ATC CABINET

NOT TO SCALE

THE DOOR AND ON THE UNDERSIDE OF THE LOWER SHELF.

5. LED LIGHT STRIPS SHALL BE INSTALLED ON CABINET FRAME ABOVE

ABOVE THE DOOR.

4. FAN AND THERMOSTAT SHALL BE INSTALLED ON THE CABINET FRAME

PROVISIONS FOR NUMBER OF PANELS TO BE SUPPLIED.

QUANTITY MAY BE REDUCED DEPENDING ON APPLICATION: SEE SPECIAL

3. DRAWING DEPICTS TWO INPUT PANELS AND TWO OUTPUT PANELS. THIS

2. INPUT TERMINATION PANEL SHOWN IS FOR VIDEO BASED UNITS.

ELEMENTS MAY VARY PER MANUFACTURER.

DEVICES AND SUBASSEMBLIES. THE EXACT SIZE OF VARIOUS

CABINET DEPICTING THE RELATIVE LOCATION OF VARIOUS IN-CABINET

1. DRAWING SHOWN IS A SCHEMATIC REPRESENTATION OF THE ATC

NOTES:

U.S.

RT

E.

1

&

U.S.

RT

E.

2

22885.0

0

02288500

D.M.

LO

RIN

G

CABINET POWER SUPPLY

1-2

02

0

4/20/20

DE

SIG

N-

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TAIL

ED

BY

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MA

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GE

R

SHEET NUMBER

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LD

CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

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4

CH

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Geo

metric

Pla

n_

10 scale.d

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Date:4/2

0/2

02

0co

mm

on

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

910

HO

UL

TO

N

MS

M

11+0012+00

13+00

30

+00

10 0 10 20

PLAN

Scale of Feet

GE

OM

ET

RIC

PL

AN

30’ R

AD.

MC12 TO

TO

ALIGNMENT POINT

CURB TYPE 1

TO POINT LENGTH

LENGTHRADIUSALIGNMENT

CURB TYPE 1 - CIRCULAR

TOPOINT POINT

MC10

MC11

TO

TO

ALIGNMENT POINT TO POINT QTY.ALIGNMENT POINT POINTTO

20 21

53 54

4’

30 10

38 82

ALIGNMENT POINT TO POINT QTY.

TERMINAL CURB TYPE 1-8 FT. CIRC.

ALIGNMENT POINT POINTTO RADIUS

TERMINAL CURB TYPE 1-8 FT.

836607.7731

836583.7124

836595.0408

836574.7073

2304853.5824

2304835.6636

2304870.6788

2304864.2802

External

Middle Ordinate

Chord

Tangent

Length

Degree of Curve

Delta

Radius

PT

CC

PI

PC

6.8

5.54

34.75

21.32

37.07

190° 59’09"

70° 47’30" LT

30

0+37.07

0+21.32

0+00.00(30)

(31)

(32)

(POINT NO.) NORTHING EASTING

CURVE DATA MC10

(POINT NO.) NORTHING EASTING

CURVE DATA MC12

External

Middle Ordinate

Chord

Tangent

Length

Degree of Curve

Delta

Radius

PT

CC

PI

PC

836619.2256

836129.2005

836603.1891

836587.0269

2304929.8889

2306322.1717

2304924.2447

2304918.9714

(35)

(34)

(33)

0.1

0.1

34

17

34

3° 52’55"

1° 19’11" RT

1476

0+34.00

0+17.00

0+00.00

MC12 33 18

2019 TO

TO

21

TO

TO 35

50 51

52 53

54 55TO

TO

MC10 10 11TO

12 TO 32

1

1

1

1

1

1

1

1

4’

30’ 12.07’

29.81’

30’

30’

POINT STATION

VERTICAL CONTROL POINTS - MC11

ELEVATOIN

02288500

WIN 2

2885.0

0

D.M.

LO

RIN

G

A.L.

GO

DF

RE

Y

4226

U.S. ROUTE 1

U.S.

RO

UT

E

2

U.S.

RT

E.

1

&

U.S.

RT

E.

2

(POINT NO.) NORTHING EASTING

CURVE DATA MC11

836753.7712

836689.5057

836703.6135

836667.3406

836664.0107

836733.3155

836660.7125

836672.0785

836685.0542

2304929.3741

2304905.1515

2304867.7219

2304896.7971

2304873.3451

2304863.5045

2304850.1169

2304829.5926

2304806.1614

POE

External:

Middle Ordinate:

Chord:

Tangent:

Length:

Degree of Curve:

Delta:

Radius:

PT

CC

PI

External:

Middle Ordinate:

Chord:

Tangent:

Length:

Degree of Curve:

Delta:

Radius:

PCC

CC

PI

PC

POB

(71)

(40)

(37)

(38)

(39)

(36)

(70)

1+83.51

6.49

5.58

40.76

23.69

42.77

143°14’22"

61°15’59" LT

40

1+14.83

0+95.75

3.83

3.63

44.49

23.46

45.28

81°51’04"

37°03’30" LT

70

0+72.06

0+50.25

0+26.78

0+00.00

POINT OFFSETSTATION NORTHING EASTING

CONTROL POINTS FOR MC10

CONTROL POINTS FOR MC11

30

10

11

12

32

11+37.16

11+48.71

11+55.44

11+61.39

11+37.40

11+64.83

24.44 LT

26.78 LT

30.87 LT

37.45 LT

54.44 LT

44.60 LT

836574.7073

836586.6280

836594.3930

836602.2007

836583.7124

836607.7731

2304864.2802

2304865.5216

2304863.6980

2304859.2895

2304835.6636

2304853.5824

10

11

12

30

32

30+20.33

30+25.68

30+33.31

30+15.66

30+45.06

30+41.00

36.18 LT

30.26 LT

25.56 LT

47.22 LT

53.16 LT

23.44 LT

836586.6280

836594.3930

836602.2007

836574.7073

836583.7124

836607.7731

2304865.5216

2304863.6980

2304859.2895

2304864.2802

2304835.6636

2304853.5824

CC31

CC31

CONTROL POINTS FOR MC12

18

19

20

21

33

35

11+73.51

11+79.60

11+87.73

11+91.80

11+65.38

12+40.83

11+99.93

24.00 RT

24.00 RT

24.00 RT

24.00 RT

24.00 RT

1500.00 RT

836594.6255

836600.3156

836607.8901

836611.6722

836587.0269

836129.2005

836619.2256

2304921.4734

2304923.3770

2304925.9510

2304927.2534

2304918.9714

2306322.1717

2304929.888924.00 RT

CC34

12+44.63

12+22.73

12+57.17

12+57.37

13+26.05

25.70 LT

44.38 LT

63.68 LT

23.68 LT

24.04 LT

836678.3206

836664.0107

836703.6135

836689.5057

836753.7712

2304898.7102

2304873.3451

2304867.7219

2304905.1515

2304929.3741

82

38

CC37

40

71

30+73.71

30+69.90

31+19.86

30+93.07

30+92.97

30+50.87

30+74.93

836665.0880

836685.0542

836672.0785

836733.3155

836664.0107

836703.6135

2304847.8519

2304806.1614

2304829.5926

2304863.5045

2304873.3451

2304867.7219

80

81

70

36

CC39

38

CC37

21.31 RT

21.27 RT

91.27 RT

67.31 RT

35.35 RT

23.98 RT

25.19 RT 836664.3054 2304851.7740

70

36

80

81

38

82

40

71

0+00.00

0+26.78

0+46.40

0+50.40

0+72.06

1+01.87

1+14.83

1+83.51

365.83

365.48

365.34

365.34

365.43

365.58

365.65

365.94

MC11 36 TO

40’

ALIGNMENT POINT TO POINT QTY.

TERMINAL CURB TYPE 1-4 FT. CIRC.

ALIGNMENT POINT POINTTO RADIUS

MC11 82 83TO 140’

83 1+05.87 365.60

83 12+48.48 24.64 LT 836681.5407 2304901.0805

55

54

53

52

51

50

836617.2336

836609.7109

836605.9442

836598.4005

836592.7335

836585.1658

2304935.5486

2304932.9238

2304931.6267

2304929.0631

2304927.1673

2304924.6755

11+99.93

11+91.80

11+87.73

11+79.60

11+73.51

11+65.38

30.00 RT

30.00 RT

30.00 RT

30.00 RT

30.00 RT

30.00 RT

1-2

02

0

N20°57’07.89"E

N61°06’2

9.0

6"

W

PT

=

ST

A. 12

+40.83

POC = STA. 11+80.14

POB = STA. 30+00.00 =

E = 4.85’

T = 120.67’

L = 240.83’

R = 1500.00’

PI = 11+20.67

CURVE DATA #1

4/20/20

38 45.28’

10

11

12

19

20

36

52

53

31

32

30

MC10

38

MC11

39

37

33

18

21

35

MC12

55

54

51

50

0+

00

1+00

1+84

STA. 0+00.00

PC STA. 0+26.78

PCC

STA. 0

+72.06

PT

ST

A. 1

+14.83

PO

E

ST

A. 1

+83.51

S61°01’2

3.2

6"E

N20°39’07.85"E

40’

RA

D.

70

70’ RAD.

80

81

82

40

71

83

Sill EL

Sill EL

W

W

Sill EL

W

Sill E

L

T

BUSINESS RANDY LINCOLN

AGENCYLINCOLNRANDY

#05A W/ UT

TELEPHONE

LIGHT POSTMETAL TRAFFIC

HO-1-13

PAVED

PAVED

TELE

PH

ONE N

O#

W/ CR

OSS

WALK LI

GHT

EL

EC

TRIC

NO

#

W/

TR

AF

FIC

LIG

HT

CO

NR

OL

BO

X

BUSINESS F. A. PEABODY

TE

LE

PH

ON

E

NO

#

YARD LIGHT 6" DIA.

5' WIDE CEDAR

HOUSE 2 STY

HOUSE 2 STY

JOINT #SP5

JOINT #SP4

12" PLASTIC

12" P

LASTIC

JOINT NO#

JOIN

T

NO

#

18" CMP

12" HDP

JOINT #X

18" C

MP

4" CLAY18" CMP

6"CPP

PAVED

PAVED

PAVED

WOOD

NO#

15"

6' D

IA

CE

DA

R

CO

NC

6' D

IA

CE

DA

R

NO

PA

RKIN

G

WO

OD

ST

OC

K

BA

NG

OR IS

LA

ND

FA

LLS

SM

YR

NA/IS

LA

ND

FA

LLS

RT

A 2/2

A/1

SH

ER

MA

N

WIL

LIA

MS

CIVIC

CE

NT

ERRT

E 1/

2

F. A. P

EA

BO

DY

NO

PA

RKIN

G

CONC

15"

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

DATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS

NO. DATE DESCRIPTION BY

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

ITE

MT

EC

HC

HE

CK

ED

RIGHT-OF-WAY MAP

022885.00WIN

D.O.T. FILE NO. 2-615SCALE 1"= 25'

PLAN FILED IN PLAN BOOK PAGE

RO

WDivisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

001_

RW

PL

AN

1.d

gn

Userna

me:

Date:5/18/2

02

0Terri.

L.Blair

STATE OF MAINE

REGISTRY OF DEEDS

COUNTY

RECEIVED

Attest:

,

REGISTER

Plan Book , Page

at h m M and recorded in

Town, County, State

Ledge

Trees

Tree Line

Conifer

Catch Basin

Manhole

Deciduous

Utlity Pole

Telephone Line

Traverse Point

IPFIRF

Electric Line

Sewer Manhole

Control Of Access

Limits of Wrought Portion L.O.W.P.

Water Line

Sanitary Sewer

Guardrail

Existing Right of Way

Water Edge

Bush Line

P.L.

Fence

Underdrain Line

PLAN LEGEND

Culvert

Gas Line

Traveled WayApprox. Property Lines

Sign

Fire Hydrant

Monument

Building

C.O.A.

Cut Line Fill Line

Clearing Limit Line Stonewall

AR

EA

S

EXIS

TIN

G

CO

NDITIO

N

PL

AN

FIN

AL

RIG

HT

OF

WA

Y

New Right of Way

New Easement

New Temporary Rights

10+00 11+00Baseline 12+00

New R/W Along Existing R/W

New R/W Within Existing R/W

Pipe Found

WellWELL

Existing Proposed

Ditch

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016 - 2

07-6

24-3

460

CHAIN LINK BARB WIRE STOCKADE

Replacement Pin Set

Iron Rod Found

Retaining Wall

Mailbox

Rock/Boulder Flag Pole

Existing Proposed

CurbingScale of Feet

25 0 25 50

ABUTTING PROPERTY OWNERS.

IT CANNOT BE USED TO ESTABLISH LEGAL BOUNDARIES BETWEEN

ACQUISITION OF REAL PROPERTY FOR TRANSPORTATION PURPOSES.

THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT'S

75 100

HO

ULT

ON

JOYCE NOEL TAYLOR

SHEET 1 OF 1

STATE AID HIGHWAY NOS. 23 & 24

U.S. ROUTES 1 & 2 / NORTH ST. / SMYRNA ST.

HOULTON AROOSTOOK COUNTY

STATE PROJECT NO. 22885.00

B.S.

G.L.L.

T.L.B.

D.S.G.

T.L.B.

D.S.G.

JANUARY 2020

BRUCE A. VAN NOTE

COND. 3/23/2020 5997 113

(SOUTH)

10

OF 10

P.L.

GRID

MAINE

2000 E

AST ZONE

(2011)

SLO

PE EASE

MENT LI

NE

20' WIDE TRAVEL/RIGHT-OF-WAY EASEMENT

20'

WID

E

TR

AV

EL/RIG

HT-O

F-

WA

Y

EA

SE

ME

NT

20'

WID

E

TR

AV

EL/RIG

HT-O

F-

WA

Y

EA

SE

ME

NT

2075/1

59

TO

NE

W

LI

ME

RIC

K

TO LITTLETON

TO BANGOR STREET

VOL. 1, PAGE 125 (OF 1843)

2) AROOSTOOK COUNTY RECORDS

S.H.C. FILE NO. 2-144, SHEET 1 OF 2

MAY 1960

FEDERAL AID SECONDARY US-0319-9(8)

HOULTON, AROOSTOOK COUNTY

STATE HIGHWAY "319"

RIGHT OF WAY MAP

1) MAINE STATE HIGHWAY COMMISSION

U.S. ROUTE 2 / SMYRNA STREET

VOL. 3, PAGE 277 (OF 1874)

2) AROOSTOOK COUNTY RECORDS

D.O.T. FILE NO. 2-380, SHEETS 1 & 2 OF 4

DATED SEPTEMBER 1987

FEDERAL AID PROJECT NO. F-050-3(30)

HOULTON, AROOSTOOK COUNTY

RIGHT OF WAY MAP - STATE HIGHWAY "50"

1) STATE OF MAINE DEPARTMENT OF TRANSPORTATION

U.S. ROUTE 1 / NORTH STREET / U.S. ROUTE 2 (SOUTH OF INTERSECTION)

EXISTING RIGHT OF WAY INFORMATION

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

HIGHWAY PURPOSES WITHIN LIMITS OF

NOTE: PRESCRIPTIVE EASEMENT FOR

L.O.W.P.

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

HIGHWAY PURPOSES WITHIN LIMITS OF

NOTE: PRESCRIPTIVE EASEMENT FOR

PARKING STRIPE LOCATIONS FROM AERIAL IMAGERY ONLY

ST

AT

E

AID

HIG

HW

AY

NO. 23 / U.S.

RO

UT

E 2 / S

MY

RN

A

ST

RE

ET

STATE AID HIGHWAY NO. 24

/ U.S. ROUTE 1

/ U.S. ROUTE 2

/ NORTH STREET

STATE AID HIGHWAY NO. 24 / U.S. ROUTE 1 / NORTH STREET

+50

+65

+55

+26*

+35

40'

35' +50

205* S.F.

LIMITS

EASE.

MAINT.

CONST. &

2075/159

EASEMENT LIMITS

MAINTENANCE

CONSTRUCTION &

EXISITNG

BEGIN B.L.

BE

GIN

B.L.

END B.L.

EN

D

B.L.

140.83'59.17'

100.0

0'

36'*

23'*

30'*

TOTAL AREA = 0.88* AC. (TOWN)

CONST. & MAINT. EASE. 205* S.F. (1)

ITEM NO. (1)

A NEW START LLC

37'

37'

32'*

36'*

STA. 30+00.00 (S.A.H. NO. 23 / U.S. ROUTE 2 / SMYRNA ST.)STA. 11+80.14 (S.A.H. NO. 24 / U.S. ROUTE 1 / NORTH ST.)=

35'*

+22

45* S.F.

EASE. LIMITS

SIGNAL SYSTEM

TOTAL AREA = 0.87* AC. (TOWN)

SIGNAL SYSTEM EASE. = 45* S.F. (1)

ITEM NO. (3)

F. A. PEABODY COMPANY

SE

E S.H.C.

FILE

NO. 2-144

S.H.C.

FILE

NO. 2-144

ESITIN

G

SL

OPE

EA

SE

ME

NT

LIN

E: 798/199

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

P.L.

2425/9

LIMIT LINE

EASEMENT

GUY WIRE

EXISTING

798/173

EASEMENT LINE

SLOPE & DRAINAGE

EXISTING REM. AREA = 0.39* AC.

TOTAL AREA = 0.40* AC.

LAND TAKEN = 376* S.F. (1)

PARCEL NO. (2)

RANDY G. LINCOLN

CONTROL BOX

SIGNAL SYSTEM POLE &

N 20°57'07.9" E

N

61°06'2

9.1

"

W

+65

+70 +75+80

2

5

R10-12

4

6

6

R3-5R

8

R10-12

4R

R3-5R

8

10+00

11+00

12+00 13+00 13+65

PC

=

ST

A.

10

+00.0

0

PT

=

ST

A. 12

+40.83

PO

E

=

ST

A. 13

+64.78

30

+00

31

+00

31

+62

POB = STA. 30+

00.00

POE = STA. 31+

62.32