note - maine · profile grade 5" hot mix asphalt 24" aggregate subbase course, gravel...

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STRAIGHT.

FOR ALL COURSES OF SUBBASE AND PAVEMENT SHALL BE

3. CROWNS FOR BOTH NORMAL AND SUPERELEVATION SECTIONS

SAME SLOPE AS THE TRAVELWAY.

SIDE SHOULDER, THE LOW SIDE SHOULDER SHALL HAVE THE

2. WHEN SUPERELEVATION EXCEEDS THE SLOPE OF THE LOW

THE PLANS ARE INTENDED TO BE NOMINAL.

1. THE PAVEMENT, BASE AND SUBBASE DEPTHS AS SHOWN ON

6. THE STATIONING SHOWN UNDER EACH TYPICAL IS APPROXIMATE.

TRAVEWAY CROSS SLOPES "ROLLOVER" SHALL NOT EXCEED 8%.

5. THE ALGEBRAIC DIFFERENCE BETWEEN THE SHOULDER AND

THE GENERAL NOTES.

OR DIRTY BORROW DEPTH. THE ACTUAL DEPTH MAY VARY. SEE

4. THE GRAVEL QUANTITY CALCULATION IS BASED ON A 2" LOAM

TYPICAL SECTIONS

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CL

CL

-2:1

-2.0% 4.6%

-4.6%

-2:1

4.6%

-4.6%

CLCL

-2.0% 4.6%

-4.6%VAR %

-4.6%

8'12'

CL

PROFILE GRADE

PROFILE GRADE

5" HOT MIX ASPHALT

24" AGGREGATE SUBBASE COURSE, GRAVEL

2" DIRTY BORROW

2" DIRTY BORROW

EXISTING GROUND

EXISTING GROUND

TRAVELWAY TRAVELWAY SHOULDERSHOULDER

TRAVELWAY TRAVELWAY SHOULDER

3" HOT MIX ASPHALT

-2.0%

STA. TO STA. STA. TO STA.STA. TO STA.

10+00.00 TO 12+50.00, LT 10+00.00 TO 12+00.00, RT

SUPERELEVATED SECTION

WITH GUARDRAIL

RTE. 1&3 8' WIDE SHOULDER

TRAVEL LANES

RTE. 1&3 (2) 12' WIDE

WITH GUARDRAIL


A.S.C.G.= 87.30 C.Y./ 100' A.S.C.G.= 185.19 C.Y./ 100' A.S.C.G.= 88.48 C.Y./ 100'

8' GUARDRAIL POSTS REQUIRED



2'6'12'2' 6' 12'

2' 6' 12'

SHOULDER

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STA. TO STA. STA. TO STA.STA. TO STA.

8+62.00 TO 10+00.00, LT

WITH GUARDRAIL


TRAVEL LANES

RTE. 1&3 (2) 12' WIDE

10+00.00 TO 12+50.00, RT & LT

7+00.00 TO 10+00.00, RT & LT

12+50.00 TO 16+00.00, LT

12+50.00 TO 16+00.00, RT & LT

12+50.00 TO 16+00.00, RT


7+00.00 TO 10+00.00, RT

3:1 or Fl

atter

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5.1'4.82'

3.6

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VARIABLE DEPTH MILL & 1 1/2" HMA OVERLAY

CL

MILL 1 1/2"

1 1/2" HMA OVERLAY

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ESTIMATED QUANTITIES

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MADE UNDER APPROPIATE CONTRACT DOCUMENTS.

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

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

27. "UNDETERMINED LOCATIONS" SHALL BE DETERMINED BY THE RESIDENT.

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

26. NO SEPERATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE SUPERVISION

DITCH AND INSLOPE OR EQUIPMENT RANTAL AREAS.

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

GENERAL & CONSTRUCTION NOTES

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PROVIDED MAY NOT BE REPRESENTATIVE OF THE SUBSURFACE CONDITIONS BETWEEN BORING LOCATIONS.

FACTUAL AND INTERPRETIVE SUBSURFACE INFORMATION COLLECTED AT DISCRETE LOCATIONS. DATA

GEOTECHNICAL INFORMATION. THE BORING LOGS PROVIDED IN THE BID DOCUMENTS (IF ANY) PRESENT

MAINEDOT WILL NOT BE RESPONSIBLE FOR ANY INTERPRETATIONS OR CONCLUSIONS DRAWN FROM THE

BE REPRESENTATIVE OF THE ACTUAL SUBSURFACE CONDITIONS THROUGHOUT THE CONSTRUCTION SITE.

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

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

ACCESSED AT THE MAINEDOT WEBSITE http://www.maine.gov/mdot/contractors/.

CONSTRUCTION OF STOWER BROOK BRIDGE, SOILS REPORT 2020-08, MARCH 23, 2020 CAN BE

23. THE PROJECT GEOTECHNICAL REPORT TITLED GEOTECHNICAL DESIGN REPORT FOR THE

AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTORS EXPENSE.

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

22. ANY DAMAGE TO THE INSLOPES CAUSED BY THE CONTRACTORS EQUIPMENT, PERSONNEL, OR

PAYMENT FOR THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

DIRECTIONAL SIGNS (OBDS) TO ENSURE THAT THEY ARE VISABLE TO THE TRAVELING PUBLIC.

21. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING OPERATIONAL BUSINESS

INCIDENTAL TO THE CONTRACT.

THAT THE MAIL WILL BE DELIVERABLE. PAYMENT FOR THIS WORK WILL BE CONSIDERED

20. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING MAILBOXES TO ENSURE

NOTED OR DIRECTED.

19. DIRTY BORROW SHALL BE PLACED TO A NOMINAL DEPTH OF 2 INCHES UNLESS OTHERWISE

DEVELOPED AREAS; SEEDING METHOD NO. 2 SHALL BE UTILIZED ON ALL OTHER AREAS.

18. UNLESS OTHERWISE NOTED SEEDING METHOD NO. 1 SHALL BE UTILIZED ON ALL LAWNS AND

DESIGNATED BY THE RESIDENT.

AREAS. ACTUAL PLACEMENT OF DIRTY BORROW SHALL BE AS NOTED ON THE PLANS OR

17. DIRTY BORROW HAS BEEN ESTIMATED FOR ALL DISTURBED SLOPE AREAS OTHER THAN LAWN

LOAM OR DIRTY BORROW WILL BE PAID FOR SEPERATELY.

INCIDENTAL TO THE NEW CURB. IF CALLED FOR ON THE PLANS OR DIRECTED BY THE RESIDENT,

EXISTING, THE REMOVAL OF THE OLD BITUMNIOUS OR CONCRETE SLIPFORM CURB SHALL BE

IN AREAS WHERE NEW BITUMNIOUS OR CONCRETE SLIPFORM CURB IS DESIGNATED TO REPLACE

16. BACKING UP BITUMNIOUS OR CONCRETE SLIPFORM CURB IS INCIDENTAL TO THE CURB ITEMS.

INCIDENTAL TO ITEM 606.

15. CONNECTIONS FOR PROPOSED GUARDRAIL TO EXISTING GUARDRAIL WILL BE CONSIDERED

EACH GUARDRAIL END.

14. TWO REFLECTORIZED FLEXIBLE GUARDRAIL MARKERS (ITEM 606.353) WILL BE INSTALLED AT

TO THE GUARDRAIL ITEMS.

PROPERTY OF THE CONTRACTOR. REMOVAL AND DISPOSAL SHALL BE CONSIDERED INCIDENTAL

13. ALL EXISTING GUARDRAIL REMOVED AND NOT REUSED ON THE PROJECT WILL BECOME THE

GUARDRAIL ITEMS.

MATERIALS AS DIRECTED BY THE RESIDENT. PAYMENT TO BE CONSIDERED INCIDENTAL TO THE

12. HOLES CREATED BY GUARDRAIL REMOVAL WILL BE FILLED AND COMPACTED WITH APPROVED

EACH SECTION OF BEAM GUARDRAIL.

11. GUARDRAIL END TREATMENTS SHALL BE INSTALLED CONCURRENTLY WITH THE PLACEMENT OF

ALL VEGETATIVE MATTER.

INCIDENTAL TO THE RELATED PAVING (MILLING) ITEMS. THIS INCLUDES KILLING AND REMOVAL OF

10. ANY NECESSARY CLEANING OF EXISTING PAVEMENT PRIOR TO PAVING (OR MILLING) SHALL BE

MATERIAL REMOVED.

SUFFICENT WIDTH TO PERMIT PLACING AND COMPACTING THE FILL MATERIAL ALONG WITH THE

9. EXISTING INSLOPES IN PROPOSED FILL AREAS SHALL BE BENCHED BY EXCAVATING STEPS OF

FOR UNDERWATER BACKFILL AS SPECIFIED IN STAND SPECIFICATION 703.19.

ABOVE WATER LEVEL OR OLD GROUND SHALL MEET REQUIREMENTS FOR GRANULAR BORROW MATERIAL

8. GRANULAR BORROW USED TO BACKFILL MUCK EXCAVATION OR IN LOW WET AREAS TO 1 FOOT

WASTE AREAS SHALL BE CONSIDERED INCIDENTAL.

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

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

COMPLETION OF THE PROJECT THERE IS NO DROP-OFF FROM THE EDGE OF SHOULDER PAVEMENT.

6. THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK ACCORDINGLY SO THAT UPON

OR FLATTER, OR AS DIRECTED BY THE RESIDENT.

5. ALL INSLOPE AND DITCHES IN CUT AREAS SHALL BE GRADED AS SHOWN ON THE TYPICALS

DISPOSED OF. PAYMENT WILL BE MADE UNDER THE APPROPIATE CONTRACT ITEMS.

REMOVED FROM THE EDGES OF SHOULDERS AND PLACED IN DESIGNATED AREAS OR

4. WHERE DEEMED NECESSARY BY THE RESIDENT, UNSUITABLE EXCESS MATERIAL SHALL BE

AND WILL BE PAID FOR UNDER THE APPROPIATE ITEM.

AGGREGATE SUBBASE COURSE-GRAVEL WILL BE PLACED FROM THE SUBGRADE TO FINISH GRADE

BE PLACED TO SUBGRADE WITH MATERIAL CONSISTENT WITH THE SURROUNDING MATERIAL.

RESIDENT. PAYMENT WILL BE MADE UNDER APPROPIATE CONTRACT RENTAL ITEMS. BACKFILL WILL

INSPECTED FOR POSSIBLE SUBSURFACE BOULERS, WHICH WILL BE REMOVED AS DIRECTED BY THE

3. PRIOR TO REMOVING ANY PAVEMENT OR PLACING ANY SHIM PAVEMENT, THE ROADWAY WILL BE

ESTABLISHED IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE RESIDENT.

ESTIMATING PURPOSES ONLY. THE ACTUAL LINES FOR CLEARING AND THINNING SHALL BE

2. THE CLEARING AND SELECTIVE CLEARING AND THINNING LINES SHOWN ON THE PLANS ARE FOR

PAYMENT SHALL BE MADE UNDER ITEM 202.203 PAVEMENT BUTT JOINT.

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

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INTERSECTION WITH ROUTE 174 & ROUTE 1A

OVERLAY TYPICAL SECTION

5

EXISTING GROUND

BITUMNIOUS CURB, MOLD 2

2" LOAM

BITUMINOUS CURB, MOLD 2

SHOULDER SHOULDERTRAVELWAYTRAVELWAY

VAR. WIDTH VAR. WIDTH VAR. WIDTH VAR. WIDTH

VAR. %VAR. %VAR. %

VARIABLE WIDTH 2" HMA

AP

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BITUMNIOUS ISLAND DETAIL

4.75'R

2.66'

R

26.00'

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BITUMINOUS ISLAND SECTION

1 1/2" HMA OVERLAY

LIMIT OF WORK

STA. 51+00.00

LIMIT OF WORK

STA. 61+50.00

LIMIT OF WORK

STA. 54+00.00

THE RESIDENT

BITUMINOUS CURBING, AS DIRECTED BY

MATCH EXISTING CURB LINE FOR NEW

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SUBBASE COURSE, GRAVEL

VARIABLE WIDTH AGGREGATE

1 1/2" HMA OVERLAY

EXISTING HMA LAYER

CM

P02-213-109-114

EAST 17

4

ST

OP

RR

SPIK

EC

MP 2-26-2

CM

P1-24

6B-24

6A-214-3-110-3

F-115

50+

00

51+

00

52+

00

53+

00

54+

00

54+

80

54+

80

POB = STA. 50+00.00

POE = STA. 54+79.85

61+00

62+00

63+00

63+9263+92

PT = STA. 63+85.39

POE = STA. 63+91.95

E = 12.61'

T = 86.46'

L = 168.04'

R = 290.00'

PI = 63+03.80

CURVE DATA #1

PC = STA. 62+17.34

163*

S.F

TE

MP.

CO

NS

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LI

MITS

22*

S.F.

TE

MP.

CO

NS

T.

LI

MITS

P.L.

P.L.

15866

3/23/2020

2.0'

1.0'

1.0'

PRODUCT LIST

MAINEDOT QUALIFIED

CEMENTIOUS MATERIAL FROM

2•" PVC SLEEVE WITH

2.0

" MIN.

#8 RESTEEL

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PRECAST CONCRETE BOX CULVERT NOTES

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PRECAST CONCRETE BOX CULVERT PLAN VIEW

PRECAST CONCRETE BOX CULVERT LONGITUDINAL SECTION

PRECAST CONCRETE BOX CULVERT TYPICAL SECTION

PRECAST CONCRETE BOX CULVERT TOE WALL DETAIL

8NOT TO SCALE 30

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OF THE PRECAST CONCRETE BOX CULVERT IN THE DRY.

CONCRETE BOX CULVERT TO ALLOW FOR THE CONSTRUCTION

DOWSTREAM AND UPSTREAM ENDS OF THE PRECAST

4. COFFERDAMS ARE TO BE PLACED AT BOTH THE

CONTRACTOR'S EXPENSE.

REPAIRED TO THE SATISFACTION OF THE RESIDENT AT THE

CONTRACTOR'S WORK, EQUIPMENT, OR PERSONNEL SHALL BE

3. ANY DAMAGE TO THE STRUCTURE CAUSED BY THE

SPECIFICATIONS AS APPLICABLE.

UNITS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S

2. CONSTRUCTION, HANDLING, AND ASSEMBLY OF THE PRECAST

PRECAST UNITS.

AND TO AT LEAST 12 INCHES DOWN THE EXTERIOR SIDES OF

1. INSTALL STANDARD MEMBRANE WATERPROOFING OVER THE TOP

BOTH THE INLET AND THE OUTLET. SEE PLAN AND PROFILE FOR LOCATIONS.

7. RIPRAP SHALL BE USED TO INSLOPE AROUND THE CULVERT ENDS AT

UNDERWATER BACKFILL.

1-FOOT LAYER OF COMPACTED GRANULAR BORROW MATERIAL FOR

6. THE PRECAST CONCRETE BOX CULVERT SHALL BE BEDDED ON A

SHALL BE GRANULAR MATERIAL AS DIRECTED BY THE RESIDENT.

SUITABLE EXCAVATION WITHIN PROJECT LIMITS, IF AVAILABLE, AND

INCIDENTAL TO THE WORK. BACKFILL MATERIAL SHALL BE FROM

LINE WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED

THE GRANULAR BORROW PAY LIMIT AND THE NORMAL SUBGRADE

5. THE FURNISHING AND PLACING OF BACKFILL MATERIAL BETWEEN

SPECIAL PROVISIONS 203 AND 610.

FILL, FEATURE ROCKS AND STREAM CHANNEL ROCK IN ACCORDANCE WITH

8. THE PRECAST CONCRETE BOX CULVERT SHALL BE LINED WITH SPECIAL

200.00'

CONSTRUCTION

CULVERT

CL

CL

20- 2•

" P

VC S

LE

EV

ES

Flow

STA. 11+51.50

10.5'

10.5'

51°48'39"

0.0% 0.0%0.6%

200'

10'

2'

10'10'

1'

PRECAST CONCRETE BOX CULVERT

21' SPAN, 10' RISE, 200' LONG

SPECIAL FILL APRON

SEE 'STREAM DETAILS'2'

INVERT ELEV. = 29.0'

SPECIAL FILL ELEV. = 31.0'SPECIAL FILL ELEV. = 31.0'

1'1'Flow

INVERT ELEV. = 29.0'

PLAIN RIPRAP APRON (typ.)TOE WALL (typ.)

PRECAST CONCRETE 1.0' GRANULAR BORROW MATERIAL FOR UNDERWATER BACKFILL

MATCH EXISTING

MATCH EXISTING

HOT MIX ASPHALT

COURSE- GRAVEL

AGGREGATE SUBBASE

1.0'1.0'

21'

GRANULAR BORROW

MEMBRANE

WATERPROOFING 1.5'

1'

CL

FOR UNDERWATER BACKFILL

1.0' GRANULAR BORROW MATERIAL

DRILL & GROUT

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STREAMBED DETAILS

9

NOT TO SCALE

STREAMBED PROFILE VIEW

STREAMBED PLAN VIEW

STREAMBED TYPICAL SECTION

TO • THE HEIGHT OF THE ROCK.

315. EMBED FEATURE ROCKS IN SPECIAL FILL A MINIMUM OF

AS DIRECTED

OF 3 FEATURE ROCKS PER 20 FEET OF CULVERT LENGTH OR

RANDOMLY THROUGHOUT THE STRUCTURE. PLACE AN AVERAGE

BETWEEN 15 AND 24 INCHES AND SHALL BE LOCATED

4. FEATURE ROCKS SHALL HAVE AN AVERAGE DIMENSION

CHANNEL ROCK.

REQUIREMENTS OF SPECIAL PROVISION 610 - STREAM

WITH MATERIAL CONFORMING TO THE WASHING IN

3. BANKS AND PLAIN RIPRAP APRONS SHALL BE WASHED IN

ROCK.

ACCORDANCE WITH SPECIAL PROVISION 610 - STREAM CHANNEL

2. BANKS, AND FEATURE ROCKS SHALL BE CONSTRUCTED IN

SPECIAL PROVISION 203 - SPECIAL FILL.

1. SPECIAL FILL SHALL BE CONSTRUCTED IN ACCORDANCE WITH

STREAM CONSTRUCTION NOTES:

AP

RIL 2

02

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21831.0

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Flow

15" - 24"

FEATURE ROCKS

SPECIAL FILL

ROCK

STREAM CHANNEL

0.0% 0.0%0.6%

200'

FlowSTREAM CHANNEL ROCK

RIPRAP

SPECIAL FILLFEATURE ROCKS

1.0' GRANULAR BORROW MATERIAL FOR UNDERWATER BACKFILL

1.5

1.0

2'

3'

1.5'

1'1'

SPECIAL FILL

15" - 24"

FEATURE ROCKS

ROCK

STREAM CHANNEL

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Route 1A

Route 1/3 &

Intersection A

Route 1A

Route 174 &

Intersection B

Route 174

Route 1/3 &

Intersection C

Location

Project

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ROAD CLOSED

LOCAL TRAFFIC ONLY

#1 3

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Stockton

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#1A

Church St

DETOUR

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Temporary Stop Bar

INTERSECTION A: ROUTE 1/3 & ROUTE 1A

#1 3

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LOCAL TRAFFIC ONLY

TYPE III BARRICADE

3.25 MILES AHEAD

19 #1 3

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INTERSECTION B: ROUTE 1A & ROUTE 174

174

FIRE STATION

CONES & DRUMS

CONVENIENCE STORE

CONES

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2SYL

2SYL- 2 SOLID YELLOW LINES

SWL- SOLID WHITE LINE

IS REMOVEDISLAND WILL BE REBUILT AFTER DETOUR

ITEMS. AS DIRECTED BY THE RESIDENTPAYMENT WILL BE INCIDENTIAL TO DETOUR REMOVE ISLAND, FILL IN WITH TEMP. HMA,

ST

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PENOBSCOT NARROW

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INTERSECTION C: ROUTE 1/3 & ROUTE 174OF

ROAD CLOSED

LOCAL TRAFFIC ONLY

TYPE III BARRICADE

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MU

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LOCATION

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ROAD CLOSED2 MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

1 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

LOCAL TRAFFIC ONLY

3.25 MILES AHEAD

ROAD

CLOSED

TYPE III BARRICADES

Sign Quantity

3-WAY

NEW

TRAFFIC

PATTERN

AHEAD

DETOUR

AHEAD

YIELD

LIMIT

SPEED

25MPH

END

WORK

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END

Sign Quantity Sign Quantity

2

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Sign Quantity

NO

PARKING 1

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AHEAD

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AHEAD

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LOCAL TRAFFIC ONLY

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TYPE III BARRICADE

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TYPE III BARRICADE

1

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Number

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Number

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5

6

Number

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2

4

7

8

9

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29

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31

133 #1

DETOUR

#

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3 1A

NORTH

WORK ZONE

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21831.0

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IPF

IPF

IPF

IPF

55.2/6.2

MDIFIW

SPEED LIMIT 55

55.1/6.1

6IN BELOW GROUND

5/8" DIA REBARBENT SHOT BASE

6IN BELOW GROUND

5/8" DIA REBAR

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RTIN

30

16

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02

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21831.0

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PL

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RO

FIL

E

8'

12'

12'

8'

6+00

7+00

8+00

9+00

10+00 11+0012+00

13+00

E = 83.51'

T = 624.04'

L = 1218.50'

R = 2290.00'

PI = 11+24.04

CURVE DATA #1

NO. 21831.00

BEGIN PROJECT

STA. 7+50.00

CONSTRUCTION

BEGIN FULL DEPTH

STA. 10+00.00

CONSTRUCTION

END FULL DEPTH

STA. 12+50.00

PROJECT NO. 21831.00

LIMIT OF WORK

STA. 7+00.00

TO BE REMOVED

EXISTING CULVERTS

51°4

8'3

9"

25

HB-STSP-101

HB-STSP-102

U.S. Route 1

EXISTIN

G

CHANNEL

DIVERSION

LI

MITS

STATIO

N 20

6+50

S.H.C. FI

LE N

O. 14-7

5, S

HEE

T 3

OF

5

CULV

ERTP.L.

P.L.

SE

E

RIG

HT

OF

WA

Y

&

AS-B

UIL

T PL

AN

S

FO

RM

ER

C.M.P. T

RA

NS

MIS

SIO

N

LIN

E

APP

RO

XIM

ATE

LO

CA

TIO

N - 70' W

IDE

SE

E

RIG

HT

OF

WA

Y

AN

D

AS-B

UIL

T PL

AN

S

FO

RM

ER

C.M.P. T

RA

NS

MIS

SIO

N

LIN

E - 70' W

IDE

APP

RO

XIM

ATE

LO

CA

TIO

N - 70' W

IDE

OF B

RO

OK P

RIO

R

TO 1960

FO

RM

ER

CE

NTE

RLIN

E L

OC

ATIO

N

P.L.

P.L.

45

50

55

60

45

50

55

60

65

6+00 7+00 8+00 9+00 10+00 11+00 12+00

6+00 7+00 8+00 9+00 10+00 11+00 12+00

40

35

30

25

40

35

30

25

G = -0.01%

PVT = STA. 8+56.59

ELEV. = 52.65

G = -1.23%

PVI = STA. 7+00.00

ELEV. = 53.69

PVC = STA. 7+11.59

ELEV. = 53.55 V.C.L. = 145'

SD = 509'

E = 0.221'

PVI = STA. 7+84.09

ELEV. = 52.66

EL. 53.14

EL. 52.9

4

EL. 52.7

9

EL. 52.7

0

EL. 52.6

6

EL. 52.6

6

EL. 52.9

7

EL. 53.16

EL. 54.4

1

EL. 55.31 EL. 56.4

0

EL. 55.3

9

EL. 54.9

1

EL. 54.4

4

EL. 54.0

4

EL. 53.6

9

EL. 53.4

1

EL. 53.1

8

EL. 53.0

0

EL. 52.8

6

EL. 52.7

4

EL. 52.6

6

EL. 52.6

5

EL. 52.6

8

EL. 52.7

9

EL. 52.9

0

EL. 53.0

6

EL. 53.2

2

EL. 53.4

2

EL. 53.6

9

EL. 54.0

3

EL. 54.4

3

EL. 54.8

8

EL. 55.37

EL. 55.8

6

EL. 56.3

8

EL. 55.8

3

EL. 53.6

9

EL. 53.3

9

EL. 52.6

5

EL. 52.7

2

EL. 52.8

2

EL. 53.4

0

EL. 53.6

9

EL. 54.0

2

EL. 54.8

3

PROP ELEV = 29.0'

EXISTING PIPE, S ELEV = 31.62

EXISTING PIPE, N ELEV = 32.30

65

EL. 57.0

1

EL. 57.6

8

EL. 58.3

8

EL. 59.14

EL. 56.9

5

EL. 57.5

9

EL. 58.2

8

EL. 59.0

6

13+00

13+00


LIMIT OF WORK

STA. 7+00.00

NO. 21831.00

BEGIN PROJECT

STA. 7+50.00

PVC = STA. 8+82.79

ELEV. = 52.65

V.C.L. = 500'

SD = 570'

E = 2.337'

ELEV. = 52.64

PVI = STA. 11+32.72

CONSTRUCTION

BEGIN FULL DEPTH

STA. 10+00.00

CONSTRUCTION

END FULL DEPTH

STA. 12+50.00

LOW POINT = STA. 8+83.59

ELEV. = 52.65

CL

TO BE REMOVED

EXISTING CULVERTS

SPECIAL FILL

IPF

IPF

DE

SIG

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MA

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02

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21831.0

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E

8'

12'

12'

8'

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

PT

=

ST

A.

17

+18.5

0

PO

E

=

ST

A.

20

+00.0

0

NO. 21831.00

END PROJECT

STA. 16+00.00


LIMIT OF WORK

STA. 19+50.00

CONSTRUCTION

END FULL DEPTH

STA. 12+50.00

Scale in Feet

PLAN

25 0 25 50

CASED WASH BORING

LEGEND

PROBE

LI

MITS

STEVEN L. SMITH

SYLVIA G. SMITH

60

65

13+00 14+00

13+00 14+00

55

50

45

40

45

50

55

60

65

70

75

8080

15+00 16+00 17+00

14+00 15+00 16+00 17+00

40EL. 59.14

EL. 59.9

4

EL. 60.7

9

EL. 61.69

EL. 62.6

2

EL. 63.5

6

EL. 64.5

0

EL. 65.4

4

EL. 66.3

9

EL. 67.3

4

EL. 68.3

0

EL. 69.2

6

EL. 70.2

2

EL. 59.0

6

EL. 59.9

0

EL. 60.7

8

EL. 61.6

8

EL. 62.6

1

EL. 63.5

5

EL. 64.5

0

EL. 65.4

4

EL. 66.3

8

EL. 67.3

3

EL. 68.2

9

EL. 69.2

5

EL. 70.2

2

EL. 71.1

9

EL. 72.1

7

EL. 73.1

5

EL. 74.1

3

70

75

80

18+00 19+00 20+00

18+00 19+00 20+00

16+00

PVI = STA. 14+77.66

ELEV. = 65.52

PVT = STA. 15+72.66

ELEV. = 69.17

PVI = STA. 16+00.00

ELEV. = 70.22

G = 3.84

%

V.C.L. = 190'

E = 0.026'

SD = 6250'

V.C.L. = 500'

SD = 570'

E = 2.337'

NO. 21831.00

END PROJECT

STA. 16+00.00


LIMIT OF WORK

STA. 19+50.00

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1845

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

6+50.00

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

7+00.00

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

7+50.00

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 6+50.00 to Sta. 7+50.00

CL

CL

CL

CL

CL

CL

CL

53.65

53.10

-0.7% 4.6%-5.1%

-5.2%

MUSKRAT FARM ROAD

INTERSECTION WITH

-3:1

28.34 FT-23.29 FT

17.7%

MID-WAY SPLICE, SINGLE FACED (39.75 SECTION)

INSTALL 496.375' 31" W-BEAM GUARDRAIL

STA. 7+00.00 TO 12+01.375, RT


LIMIT OF WORK

STA. 7+00.00

BEGIN PROJECT NO. 21831.00

STA. 7+50.00

CUT = 0.00 C.Y.

FILL = 0.00 C.Y.

CUT = 0.23 C.Y.

FILL = 0.46 C.Y.

CUT = 0.23 C.Y.

FILL = 0.93 C.Y.

TO 6' FROM EDGE OF TRAVELWAY

TRANSITION GUARDRAIL FROM EXISTING OFFSET

STA. 7+00.00 TO 7+50.00, RT

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1925

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

8+00.00

25

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

45

50

55

60

0-5-10-15-20-25-30-35-40-45-50-55-60-65-70

8+25.37

45

50

55

60

0-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 8+00.00 to Sta. 8+25.37

CL

CL

52.77

-2.0% 4.6%

-4.6%

52.69

-2.0% 4.6%

-3:1

-25.97 FT

24.14 FT

-33.20 FT 3:1

15.7%

MID-WAY SPLICE, FLARED TERMINAL

STA. 8+62.68, LT INSTALL 31" W-BEAM GUARDRAIL

CUT = 0.00 C.Y.

FILL = 0.97 C.Y.

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2030

35

40

45

50

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60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

8+50.00

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

9+00.00

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 8+50.00 to Sta. 9+00.00

CL

CL

CLCL

37.06 RT.

EXIST. 55.1/6.1

STA. 9+09.17

52.66

-2.0% 4.6%

-4.6%

52.66

-2.0% 4.6%

-4.6%

-4.6%24.55 FT

-43.25 FT

3:1

25.57 FT16.5%

13.5%

MID-WAY SPLICE, SINGLE FACED (84.5 SECTION)

INSTALL 1,056.25' 31" W-BEAM GUARDRAIL

STA. 8+62.68 TO 19+11.93, LT

CUT = 0.00 C.Y.

FILL = 0.99 C.Y.

CUT = 15.06 C.Y.

FILL = 1.08 C.Y.

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2130

35

40

45

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55

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

9+50.00

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

30

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50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

10+00.00

30

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50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 9+50.00 to Sta. 10+00.00

CL

CL

CL

CL

52.82

-2.0% -2.0% 4.6%-4.6%

-4.6%

53.16

-2.0% 4.6%-4.6%

22.46 FT25.0%

-33.28 FT

-29.67 FT3:1

3:1

28.0% 30.67 FT

CUT = 22.99 C.Y.

FILL = 0.84 C.Y.

FILL = 0.24 C.Y.

CUT = 126.41 C.Y.

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50

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

10+50.00

25

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25

30

35

40

45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

11+00.00

25

30

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45

50

55

60

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 10+50.00 to Sta. 11+00.00

CL

CL

CL

CLCL

53.69

-2:1

-2.0% 4.6%

-4.6%

-2:1

54.41

-2:1

-2.0% 4.6%

-4.6%

-2:1

54.66 FT4:1

16.4%

-57.88 FT

-49.99 FT45.98 FT

FILL = 0.00 C.Y.

CUT = 297.97 C.Y.

FILL = 2.24 C.Y.

CUT = 286.94 C.Y.

TOP OF BOX CULVERT

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2325

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55

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

11+50.00

25

30

35

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45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

25

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65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 129

25

30

35

40

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50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 129

Sta. 11+50.00 to Sta. 11+50.09

CL

CL

CL

CL

CL

55.31

-2:1

-2.0% 4.6%

-4.6%

-2:1

55.31

-54.74 FT

11+50.09 SKEWED SECTION

0.0%

0.0%

ELEV. = 31.00

119.74 FT.

ELEV. = 31.00

96.78 FT.

ELEV. = 29.00

96.78 FT.

0.0%

58.00 FT

BE AS DIRECTED BY THE RESIDENT

GRADING OF PROPOSED IN-SLOPE SHALL

GRADING AROUND BOX CULVERT AND

NOTE:

CUT = 622.23 C.Y.

FILL = 2.24 C.Y.

MATCH EXISTING

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0-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95-100-105-110-115-120-125-130-135-138

25

30

35

40

45

50

55

60

65

0-5-10-15-20-25-30-35-40-45-50-55-60-65-70-75-80-85-90-95-100-105-110-115-120-125-130-135-138

25

30

35

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

12+00.00

25

30

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45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 11+50.10 to Sta. 12+00.00

CLCL

55.31

56.40

-2:1

-2.0% 4.6%

-4.6%

11+50.10 SKEWED SECTION

0.0%

0.0%

ELEV. = 31.00

-103.20 FT.

ELEV. = 29.00

-103.20 FT.

0.3%


STA. 12+01.375 RT INSTALL 31" W-BEAM GUARDRAIL

17.6% 39.93 FT

-65.00 FT

-52.80 FT

FILL = 9.86 C.Y.

CUT = 621.79 C.Y.

TOP OF BOX CULVERT

MATCH EXISTING

ELEV.= 30.95

-122.35 FT

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2540

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 7070

12+39.34

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 7070

25

30

35

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

12+50.00

25

30

35

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 12+39.34 to Sta. 12+50.00

CL

CL

CL

62.74 RT.

EXIST. 55.2/6.2

STA. 12+35.03

62.74 RT.

EXIST. 55.2/6.2

STA. 12+35.03

-4.6%

57.68

-2:1

-2.0% 4.6%-4.6%

-4.6%

-48.41 FT

18.5%44.43 FT

20.6% 43.61 FT

FILL = 9.86 C.Y.

CUT = 277.96 C.Y.

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2625

30

35

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

13+00.00

25

30

35

40

45

50

55

60

65

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

30

35

40

45

50

55

60

65

70

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

13+50.00

30

35

40

45

50

55

60

65

70

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 13+00.00 to Sta. 13+50.00

CL

CL

CLCL

59.14

-2:1

-2.0% 4.6%-4.6%

60.79

-2.0% 4.6%-4.6%

14.7%27.32 FT

-50.53 FT

17.4%26.77 FT

12.1%

-25.35 FT

FILL = 1.51 C.Y.

CUT = 28.68 C.Y.

FILL = 2.84 C.Y.

CUT = 177.00 C.Y.

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2750

55

60

65

70

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

14+00.00

50

55

60

65

70

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

14+50.00

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

15+00.00

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 14+00.00 to Sta. 15+00.00

CL

CL

CL CL

CLCL

62.62

-2.0% 4.6%-4.6%

64.50

-2.0% 4.6%-4.6%

66.39

-2.0% 4.6%-4.6%

5.0%-22.03 FT

16.7%27.32 FT

-21.82 FT

22.68 FT19.1%

11.1%

20.8%23.07 FT

-21.52 FT14.7%

CUT = 0.57 C.Y.

FILL = 2.72 C.Y.

CUT = 0.00 C.Y.

FILL = 1.91 C.Y.

CUT = 0.00 C.Y.

FILL = 1.21 C.Y.

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60

65

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0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

15+50.00

55

60

65

70

75

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

60

65

70

75

80

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

16+00.00

60

65

70

75

80

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

65

70

75

80

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

16+50.00

65

70

75

80

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70

Sta. 15+50.00 to Sta. 16+50.00

CL

CL

CL

CL

CL

68.30

-2.4% 4.4%-6.0%

-5.4%

70.22

-2.8% 4.2%-7.3%

-6.3%

22.71 FT11.4%

-21.42 FT4.5%


STA. 19+11.93, LT INSTALL 31" W-BEAM GUARDRAIL

END PROJECT NO. 21831.00

STA. 16+00.00


LIMIT OF WORK

STA. 19+50.00

CUT = 0.00 C.Y.

FILL = 0.94 C.Y.

CUT = 0.00 C.Y.

FILL = 0.25 C.Y.

IPF

ST

B

IPF

IPF

ST

B

IPF

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

OFDATE

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

OVER

RIGHT-OF-WAY MAP

WIN

SCALE 1"= 25'

PLAN FILED IN PLAN BOOK PAGE

HIG

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me:

Date:3/17/2

02

0natasha.m.c

ollins

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

STOWER BROOK BRIDGE

MEADOW BROOK

STOCKTON SPRINGS

ST

OC

KT

ON

SP

RIN

GS

WALDO COUNTY

STATE HIGHWAY "42"

G.L.L.

G.L.L.

BRUCE A. VAN NOTE

BRIDGE NO. 5928 021831.00

SHEET 1 OF 2D.O.T. FILE NO. 14-216

SEPTEMBER 2019

G.L.L.

B.S.

JOYCE NOEL TAYLOR

U.S. ROUTE 1 / ROUTE 3RIGHT OF WAY 2/14/2020

ME. DEPT. OF INLAND FISHERIES &

WILDLIFE TO STATE OF MAINE

STATE PROJECT NO. 21831.00 2930

55.2/6.2

MDIFIW

SPEED LIMIT 55

55.1/6.1

CUT OFF POLE

6IN BELOW GROUND5/8" DIA REBAR

51°4

8'3

9"

8+00

9+00

10+0011+00 12+00

13+00

14+00

15+00

E = 83.51'

T = 624.04'

L = 1218.50'

R = 2290.00'

PI = 11+24.04

CURVE DATA #1

EXISTIN

G

CHANNEL

DIVERSIO

N

LI

MITS

MEADOW BROOK

DATED JANUARY 1956

MAINE FEDERAL AID PRIMARY PROJECT NO. F-042-1(7)

STOCKTON SPRINGS, WALDO COUNTY

1) STATE OF MAINE - STATE HIGHWAY COMMISSION

AS-BUILT PLAN INFORMATION

PLAN BOOK 3, PAGES 91 & 92

WALDO COUNTY REGISTRY OF DEEDS

S.H.C. FILE NO. 14-75, SHEETS 3 & 4 OF 5

DATED JULY 1959

FEDERAL AID PROJECT F-042-1(7)

STOCKTON SPRINGS, WALDO COUNTY

STATE HIGHWAY "42"

1) MAINE STATE HIGHWAY COMMISSION - RIGHT OF WAY MAP

RIGHT OF WAY INFORMATION

TO SEARSPORT

TO PROSPECT

MUS

KR

AT FAR

M

RO

AD

TO PR

OSPECT

BEGIN B.L.

END B.L.

600.00'

CO

FFE

R

DA

M

APP

RO

X. L

OC

ATIO

N

CO

FFER

DA

M

APPR

OX. L

OC

ATIO

N

+59

+41+47 +73

110'

100'

+95 +17

EASE.

LIMIT

S

+31

+90+50

+20

+60

125'

LORNA HOSMA LIVING TRUST

MEADOW BROOK

+69*

S.F.ï»¿1,3 ï»¿0.10î€

ï»¿0.11î€

ï»¿0.05î

€

ï»¿0.16î€

STATIO

N 20

6+50

S.H.C. FI

LE N

O. 14-7

5, S

HEE

T 3

OF

5

CULV

ERT

COMBINED FACTOR - 0.999988821

VERTICAL DATUM - NAVD 88

ZONE - MAINE 2000 CENTRAL ZONE

HORIZONTAL DATUM - U.S. STATE PLANE NAD83 (2011)

CONTROL INFORMATION

STEVEN L. SMITH

SYLVIA G. SMITH

DEBRA B. AUSTIN

JOHN D. AUSTIN

GRID

MAINE

2000 C

ENTRAL ZONE

Flow

PROJECT AREA

P.L.

P.L.

P.L.

SE

E

RIG

HT

OF

WA

Y

&

AS-B

UIL

T PL

AN

S

FO

RM

ER

C.M.P. T

RA

NS

MIS

SIO

N

LIN

E

APP

RO

XIM

ATE

LO

CA

TIO

N - 70' W

IDE

SE

E

RIG

HT

OF

WA

Y

AN

D

AS-B

UIL

T PL

AN

S

FO

RM

ER

C.M.P. T

RA

NS

MIS

SIO

N

LIN

E - 70' W

IDE

APP

RO

XIM

ATE

LO

CA

TIO

N - 70' W

IDE

TO FERRY ROAD

TO MUSKRAT FARM ROAD

OF B

RO

OK P

RIO

R

TO 1960

FO

RM

ER

CE

NTE

RLIN

E L

OC

ATIO

N

P.L.

+67*

P.L.

FISHERIES AND WILDLIFE

ON FILE AT THE DEPARTMENT OF INLAND

DATED NOVEMBER 1952

SANDY POINT, MAINE

BY J.H. DUNCAN, SURVEYOR

PLAN OF MUSKRAT FARM

W.C.R.D. PLAN BOOK 15, PAGE 186

DATED APRIL 6, 1990

BY BAYVIEW LAND SURVEYING

FOR STEVEN & SYLVIA SMITH

STANDARD BOUNDARY SURVEY


ON FILE AT THE DEPARTMANT OF INLAND

DATED NOVEMBER 1952

SANDY POINT, MAINE





DATED NOVEMBER 1952

SANDY POINT, MAINE



CO

NST. &

MAIN

T. E

ASE. L

IMIT

S

CO

NST. &

MAI

NT. E

ASE. LIMIT

S

TOTAL AREA = 537* AC. (PER TOWN)

TEMP. CONST. RIGHTS = 0.16* AC. (1)

CONST & MAINT. EASE. = 0.05* AC. (1)

ITEM NO. (2)

DEPARTMENT OF INLAND FISHERIES AND WILDLIFE

STATE OF MAINE

TOTAL AREA

= 1* (

PER

TOWN)

TEMP. C

ONST. RIG

HTS = 0.11* AC.

(1)

CONST. & MAI

NT. E

ASE. = 1,344

* S.

F. (1)

ITEM

NO. (1)

DEPARTMENT

OF IN

LAND

FISHERI

ES A

ND WIL

DLIFE

STATE O

F MAI

NE

CO

NST. &

MAIN

T.

STATE HIGHWAY "42" / U.S. ROUTE 1 / R

OUTE 3STATE HIGHWAY "42" / U.S. ROUTE 1 / ROUTE 3

P.L.



DATED MARCH 1975

BY ALBERT C. NELSON

SURVEY OF THE ROSENGREN PROPERTY

TEMP CONST. L

IMITS

TE

MP. C

ONST. LIMIT

S

TE

MP. CO

NST. LI

MIT

S

TEMP. CONST. LIMITSTEMP. CONST. LIMITS

TE

MP. C

ONST. LIM

ITS

TOTAL AREA = 9* AC. (PER TOWN)

TEMP. CONST. RIGHTS = 0.10* AC.(1)

ITEM NO. (3)

CUSTODIAN FBO PAUL PETERSON IRA

MILLENNIUM TRUST CO LLC

8+00

9+00

10+0011+00 12+00

13+00

14+00

15+00

E = 83.51'

T = 624.04'

L = 1218.50'

R = 2290.00'

PI = 11+24.04

CURVE DATA #1

EDGE OF WATER

IPF

STATE HIGHWAY "26" / U.S. ROUTE 1A / BANGOR ROAD

STATE HIGHWAY "26" / U.S. ROUTE 1A / BANGOR ROAD

STATE HIG

HW

AY "2

51" / R

OUTE 174 / FO

RT KN

OX RO

AD

ST

ATE

AID

HIG

HW

AY

NO. 1 / H

AW

KES

BRID

GE

RO

AD

PLAN V.1.A., SHEET 4

DATED JUNE 30, 1916

STATION 607+88 TO STATION 816+48

MACK'S POINT TO SOUTH LAGRANGE

OPERATED BY THE BANGOR AND AROOSTOOK R.R. CO.

NORTHERN MAINE SEARSPORT R.R.

RIGHT OF WAY MAP AND TRACK MAP

FIRE STATION

TO PE

NO

BSCOT N

ARRO

WS BRID

GE

TO FRANKFORT

TO

SE

AR

SP

OR

T

TO STOCKTON SPRINGS

COMBINED FACTOR - 0.999988821

VERTICAL DATUM - NAVD88

ZONE - MAINE 2000 CENTRAL ZONE

HORIZONTAL DATUM - U.S. STATE PLANE NAD83(2011)

CONTROL INFORMATION

GRID

MAINE 2000 CENTRAL ZONE

VETERANS MEMORIALTOWN OF PROSPECT

VAUGHN A. PETERS

THERESA E. DREWFRANCIS E. LARRABEE

THERESA DREWFRANCIS LARRABEE

BEGIN B.L.

L.O.W.P.

TO "H" MON S03°08'43"W 865.17'

TO 'H" MON (DISTURBED) S03°27'40"E 866.11'

TO "H" MON N04°23'07"W 589.33'

479.85' N01°06'15"W

163* S.F

TEMP. CONST. LIMITS

40'*43'*

31'*

22* S.F.

TEMP. CONST. LIMITS

ï»¿4

52î€•

ï»¿137î€•

+63+45

S74°14'37"W

S41°0

2'33"W 217.34'

+71*+02

+08

+11

+17

+50

34.4'*

35.5'*

6.56'

TOTAL AREA = 0.34* AC. (PER TOWN)

TEMP. CONST. RIGHTS = 163* S.F. (1)

ITEM NO. (4)

REM. AREA = 8,123* S.F.

TOTAL AREA = 8,712* S.F. (PER TOWN)

TEMP. CONST. RIGHTS = 22* S.F. (1)

TOTAL LAND TAKEN = 589* S.F.

LAND TAKEN = 137* S.F. (OTHER)

LAND TAKEN = 452* S.F. (PRESC. EASE)

PARCEL NO. (5)

W.C.R.D. BOOK 876, PAGE 164

RIGHT OF WAY

W.C.R.D. BOOK 798, PAGE 96

SEPTIC SYSTEM EASEMENT

W.C.R.D. PLAN BOOK 12, PAGES 122 & 179

DATED JUNE 12, 1982

BY ALLAN F. GORDON, SR.

PROSPECT COMMUNITY CLUB

PLAN

JANIE SHUTEARTHUR SHUTE

P.L.* (SEE TAX MAP)

P.L.* (S

EE

TA

X

MA

P)

PROSPECT COMMUNITY CLUB

BOUNDARY OF THE HIGHWAY RIGHT OF WAY.

ORIGINAL ESTABLISHED RIGHT OF WAY LINE SHALL REMAIN THE

OF THE BUILDING ONLY. WHEN THE BUILDING IS REMOVED, THE

TEMPORARY ENCROACHMENT UNDER MAINE LAW FOR THE LIFE

OF THE EXISTING HIGHWAY RIGHT OF WAY AND IS A PERMITTED

NOTE: A PORTION OF THE BUILDING EXISTS WITHIN THE LIMITS

BUILDING

BUILDING

P.L.

P.L.

STA. 63+91.95 (ROUTE 174)STA. 52+47.31 (U.S. ROUTE 1A) =

STA. 54+79.85END B.L.

TOWN OF PROSPECT

WITHIN LIMITS OF WROUGHT PORTION (L.O.W.P.)

2) PRESCRIPTIVE EASEMENT FOR HIGHWAY PURPOSES

YEAR 1839 & 4 RODS WIDE (66')

VOLUME 2, PAGE 45

1) WALDO COUNTY COMMISSIONERS RECORDS

ROUTE 174 / FORT KNOX ROAD

PLAN BOOK 3, PAGE 65


S.H.C. FILE NO. S-14-111

DATED MARCH 1960

SPECIAL PROJECT NO. 801(1)

PROSPECT, WALDO COUNTY

STATE AID HIGHWAY NO. 1


HAWKES BRIDGE ROAD



S.H.C. FILE NO. 14-45, SHEET 1 OF 4

DATED APRIL 1949

FEDERAL AID PROJECT NO. F84(13)


STATE HIGHWAY "L"


U.S. ROUTE 1A (NORTHERLY OF INTERSECTION)



S.H.C. FILE NO. 14-73, SHEET 7 OF 7

DATED AUGUST 1958

FEDERAL AID PROJECT NO. F-026-2(5)


STATE HIGHWAY "26"


U.S. ROUTE 1A (SOUTHERLY OF INTERSECTION)

RIGHT OF WAY INFORMATION

TOWN OF PROSPECT

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

HIGHWAY PURPOSES WITHIN LIMITS OF

NOTE: PRESCRIPTIVE EASEMENT FOR

(S

EE S.H.C.

FILE

NO. 14-73)

P.L. (S

EE S.H.C.

FILE

NO. 14-73)

34'*

63'*

34'*

50+0051+00

52+0053+00

54+00 54+8054+80

PO

B

=

ST

A. 50

+00.00

PO

E

=

ST

A. 5

4+

79.8

5

61+00

62+00

63+

00

PT = STA. 6

3+85.39

POE = STA. 6

3+91.95

PC = STA. 62+17.34

E = 12.61'

T = 86.46'

L = 168.04'

R = 290.00'

PI = 63+03.80

CURVE DATA #1

CMP02-213-109-114

EAST 17

4

STOP

RR SPIKECMP 2-26-2

CMP1-246B-246A-214-3-110-3F-115

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

OFDATE

COMMISSIONER

CHIEF ENGINEERSTATE PROJECT NO. 21831.00

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

021831.00WIN

PROSPECT WALDO COUNTY

SHEET 2 OF 2SCALE 1"= 25'

PLAN FILED IN PLAN BOOK PAGE

HIG

HW

AY

Divisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

03

0_

RW

PL

AN

2.d

gn

Userna

me:

Date:3/17/2

02

0natasha.m.c

ollins

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

PR

OS

PE

CT

G.L.L.

G.L.L.

G.L.L.

BRUCE A. VAN NOTE

JOYCE NOEL TAYLOR

SEPTEMBER 2019

D.O.T. FILE NO. 14-216

B.S.

STATE HIGHWAY "251" (ROUTE 174)

STATE HIGHWAY "26" (U.S. ROUTE 1A)

3030

IPF

note - maine · profile grade 5" hot mix asphalt 24" aggregate subbase course, gravel...

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