This document provides project details for the rehabilitation of Main Street from Route 1 to just west of Railroad Avenue in Biddeford, Maine. It includes a title sheet, typical road sections, estimated quantities, and general notes. The project will repair and resurface the existing roadway with hot mix asphalt and includes sidewalk and drainage improvements. Estimated quantities of excavation, base materials, pavement, and other items are provided for two rehabilitation options. General notes specify construction requirements and responsibilities.

1. STA 28+48
WIN 20291.10
END PROJECT
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
28+00
29+
00
2
9
+
9
4
2
9
+
9
4
Sill EL
Sill EL
Sill EL
Sill EL
W
Sill EL
W
WW
Sill EL
Sill EL
W
W
W
Sill EL
Sill EL
Sill EL
Sill EL
Sill EL
Sill EL
W
Sill EL
G
Sill EL
Sill EL
W
Sill EL
R R
Sill EL
W
W
Sill EL
W
Sill EL
Sill EL
Sill EL
W
Sill EL
W
W
Sill EL
Sill EL
Sill EL
Sill EL
Sill ELSill EL
G
Sill EL
STB
Sill EL
T
W
Sill EL
W
W
W
Sill EL
W
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
INDEX OF SHEETS
Description Sheet No.
DIRIGO
MAIN STREET
TRAFFIC DATA
0
LAYOUT SCALE
75
Scale in Feet
75
SHEET NUMBER
OF
M
AINE
MAINSTREET
HIGHWAYDivision:Filename:...00HIGHWAYMSTA001_Title.dgnUsername:Date:7/28/2015Katherine.S.Gray
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
PROGRAM
PROJECTMANAGER
PROJECTRESIDENT
DESIGNER
CONSULTANT
CONTRACTOR
APPROVEDDATE
COMMISSIONER:
CHIEFENGINEER:
DATE
SIGNATURE
P.E.NUMBER
PROJECTCOMPLETIONDATE
PROJECTINFORMATION
WIN
TITLESHEET
PROJECT LENGTH : 0.35 MILES
10+00
PLAN LEGEND
Centerline-Existing
Centerline-Proposed
Travelway-Existing
Travelway-Proposed
Railroad
Catch Basins
Manholes
Proposed Underdrain
Proposed Ditch
Existing Ditch
Utlity Poles
Fire Hydrants
Existing Water Line
Existing San. Sewer
Existing San. Sewer Manhole
Guardrail-Existing
Guardrail-Proposed
Guardrail-Cable, Other
Existing Proposed
Existing Proposed
Existing Proposed
Existing Proposed
Town, County, State
Property Lines
R/W Lines-Proposed
R/W Lines-Existing
Culvert-Existing
Culvert Proposed
Curbing Existing Proposed
Type 1
Type 3
Type 5
Outline of Bodies of Water
Ledge
Buildings
Trees Conifer Deciduous
Tree Line
Clearing Limit Line
PROJECT LOCATION:
PROGRAM AREA:
SCOPE OF WORK:
1
38
20291.10
BIDDEFORD
BIDDEFORD
YORK
25
51
54
50%
3%
3%
578
9%
6420
5350
Major/Urban Collector
25
48
51
50%
3%
3%
539
9%
5990
5350
Functional Class:
Design Speed (mph)
18 kip Equivalent P 2.5
18 kip Equivalent P 2.0
Directional Distribution (DHV)
% Heavy Trucks (DHV)
% Heavy Trucks (AADT)
Design Hour Volume
DHV - % of AADT
Future (2025) AADT
Current (2013) AADT
(Elm St.)
St. NW/O US 1
Biddeford-Main
(Elm St.)
St. NW/O US 1
Biddeford-Main
Sec. 1 Sec. 2
35
11
8
5
4
3
2
1
To rehabilitate Main Street from Route 1 to just west of Railroad Avenue.
Highway
Rehabilitation
150
HIGHWAY
K.GRAY
R.BETZ
BRADBURYSTREETST.MARYSSTREET
HARVEYSTREET
HARVEYSTREET
WESTERNAVENUE
HORRIGANCOURT
HORRIGANCOURT
RAILROADAVENUE
ROUTE1
ROUTE1
STP-2029(100)
Right of Way Map
Cross - Sections
Geometric Curb Layout
Plan / Profile
General Notes
Estimated Quantities
Typical Sections
Title Sheet
20291.10
STA 10+00
WIN 20291.10
BEGIN PROJECT

2. HIGHWAYDivision:Filename:...HIGHWAYMSTA002_Typical.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
TYPICALSECTIONS
_____
2
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
C
L
-2.00%
-3.00% -3.00% -2.00%
C
L
C
L
2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
CL
8.00’11.00’11.00’11.00’1.00’
9.00’12.00’12.00’9.00’
C
L
4:1MAX
4:1MAX
4:1MAX
2.00%
2.00%
SHOULDER
TRAVELWAY SHOULDER
6.00’ 1.50’6.00’
TURN LANE
STRAIGHT/RIGHT
TURN LANE
CENTER LEFTSIDEWALK SIDEWALK
TRAVELWAY TRAVELWAY SHOULDERSHOULDER
6.00’ 6.00’
SIDEWALK SIDEWALK
TRANSITION FROM 11+05 TO 12+20
STATION 10+00 TO 11+05
INSTALL 12" DEPTH
ITEM #304.10 AGGREGATE SUBBASE
INSTALL 2"
ITEM #403.209 9.5mm HMA
INSTALL 5"
RECYCLED ASPHALT PAVEMENT
ITEM #310.25 PLANT-MIXED
DETAIL "A"
SEE DETAIL "A"
2. THE STATIONING SHOWN UNDER EACH TYPICAL IS APPROXIMATE.
TRAVELWAY CROSS SLOPES "ROLLOVER" SHALL NOT EXCEED 8%.
1. THE ALGEBRAIC DIFFERENCE BETWEEN THE SHOULDER AND
NOTE:
STP-2029(100)
S.HAYDENT.WHITEDEC2014
AND SIDEWALK RECONSTRUCTION (OPTION 1)
PMRAP CURB REALIGNMENT
TYPICAL SECTION
INSTALL 1 1/2"
ITEM #403.208 12.5mm HMA
INSTALL 2 1/2"
ITEM #403.213 12.5mm HMA

3. C
L
-2.00%
-3.00% -3.00% -2.00%
C
L
C
L
2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
C
L
C
L
2.00%
2.00%
6.00’9.00’12.00’12.00’9.00’6.00’
4:1
MAX 4:1
MAX
6.00’8.00’11.00’11.00’11.00’1.00’6.00’
4:1
MAX
SEE DETAIL "B"
TRANSITION FROM 11+05 TO 12+20
STATION 10+00 TO 11+05
AND SIDEWALK RECONSTRUCTION (OPTION 2)
GRAVEL BASE REALIGNMENT
TYPICAL SECTION
HIGHWAYDivision:Filename:...HIGHWAYMSTA003_Typical.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
TYPICALSECTIONS
_____
3
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ
SIDEWALK SIDEWALKSHOULDER SHOULDERTRAVELWAYTRAVELWAY
SIDEWALK SIDEWALKSHOULDER
SHOULDER
TURN LANE
CENTER LEFT
TURN LANE
STRAIGHT/RIGHT TRAVELWAY
INSTALL 3"
ITEM #403.207 19mm HMA
INSTALL 1 1/2"
ITEM #403.208 12.5mm HMA
INSTALL 2 1/2"
ITEM #403.213 12.5mm HMA
INSTALL 12" DEPTH
ITEM #304.10 AGGREGATE SUBBASE COURSE
2.THE STATIONING SHOWN UNDER EACH TYPICAL IS APPROXIMATE
TRAVELWAY CROSS SLOPES "ROLLOVER" SHALL NOT EXCEED 8%
1.THE ALGEBRAIC DIFFERENCE BETWEEN THE SHOULDER AND
NOTE:
DETAIL "B"
INSTALL 2"
ITEM #403.209 9.5mm HMA
VARIABLE DEPTH
ITEM #304.10 AGGREGATE SUBBASE COURSE

4. HIGHWAYDivision:Filename:...HIGHWAYMSTA004_Estimate.dgnUsername:Date:7/28/2015Katherine.S.Gray
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
ESTIMATEDQUANTITIES
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
202.203 PAVEMENT BUTT JOINT
411.10 UNTREATED AGGREGATE SURFACE COURSE - TRUCK MEASURE
502.56
604.18
608.26
609.11
604.242
609.234
609.237
609.238
CONCRETE FILL
ADJUSTING MANHOLE OR CATCH BASIN TO GRADE
CATCH BASIN TYPE F3
CURB RAMP DETECTABLE WARNING FIELDS
VERTICAL CURB TYPE I
TERMINAL CURB TYPE I - 4 FOOT
TERMINAL CURB TYPE I - 7 FOOT
TERMINAL CURB TYPE I - 8 FOOT
609.2381
627.733
615.07
618.13
619.12
627.75
627.78
629.05
631.12
639.18
652.33
TERMINAL CURB TYPE I - 8 FOOT - CIRCULAR
LOAM
SEEDING METHOD NUMBER 1
MULCH
4" WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE
WHITE OR YELLOW PAVEMENT & CURB MARKING
TEMPORARY PAVEMENT MARKING LINE, WHITE OR YELLOW
HAND LABOR, STRAIGHT TIME
ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)
FIELD OFFICE TYPE A
DRUM
652.34
652.36
652.35
652.38
659.10
652.381
CONE
CONSTRUCTION SIGNS
MAINTENANCE OF TRAFFIC CONTROL DEVICES
FLAGGER
TRAFFIC OFFICER
MOBILIZATION
SY
CY150
60
15
1
200
2000
8
4
58
3
CY
CY
EA
EA
SF
LF
EA
EA
EA
EA
1
60
100
600
100
60
1 LS
HR
HR
CD
SF
EA
EA
EA
HR
100
10
10
1950
1130
5550
50
25
50
25
631.172 TRUCK - LARGE
631.22 FRONT END LOADER (INCLUDING OPERATOR)
3200
CY
UN
UN
LF
SF
LF
HR
HR
HR
630
603.14 10" CULVERT PIPE OPTION I 40 LF
STP-2029(100)
S.HAYDENT.WHITEDEC2014
4
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
203.20
304.10
310.25
COMMON EXCAVATION
AGGREGATE SUBBASE COURSE - GRAVEL
PLANT MIX RECYCLED ASPHALT PAVEMENT - 5" DEPTH
HOT MIX ASPHALT 12.5 MM HMA SURFACE
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, DRIVES, INCIDEN.)
403.208
403.209
403.213
409.15
HOT MIX ASPHALT 12.5 MM BASE
BITUMINOUS TACK COAT - APPLIED
450
500
CY
CY
SY
T
T
T
G
3100
900
8650
900
1250
OPTION 1
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
203.20
304.10
COMMON EXCAVATION
AGGREGATE SUBBASE COURSE - GRAVEL
HOT MIX ASPHALT 12.5 MM HMA SURFACE
HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS, DRIVES, INCIDEN.)
403.208
403.209
403.213
409.15
HOT MIX ASPHALT 12.5 MM BASE
BITUMINOUS TACK COAT - APPLIED
450
CY
CY
T
T
T
G
3550
1650
1450
750
1250
OPTION 2
403.207 HOT MIX ASPHALT 19.0 MM HMA T
700

5. HIGHWAYDivision:Filename:...00HIGHWAYMSTA005_Notes.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
_____
38
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
S.HAYDENT.WHITEDEC2014
WIN
GENERALNOTES
STP-2029(100)
20291.10
5
striping.
20. The Contractor will final stripe the project. The Contractor is responsible for laying out final
Best Management Practices for Erosion & Sedimentation Control, February, 2008.
19. All work shall be done in accordance with the Maine Department of Transportation’s
18. Stations referenced are approximate.
17. "Undetermined Locations" shall be determined by the Resident.
equipment being paid for under the equipment rental items.
16. No separate payment for superintendent or foreman will be made for the supervision of
15. The fill quantity shown on the cross sections includes the waste storage.
required to make repairs shall be at the contractor’s expense.
operation shall be repaired to the satisfaction of the resident. All work, equipment, and materials
14. Any damage to the slopes caused by the contractor’s equipment, personnel, or
the mail will be deliverable. Payment will be incidental to the contract.
13. The contractor will be responsible for maintaining all existing mailboxes to ensure that
12. Loam shall be placed to a nominal depth of 4 inches in lawn areas.
or directed by the Resident.
non-guardrail backslopes, Seeding Method No. 3 may be used instead of Method No. 2 if noted
Method No. 3 shall be utilized on all guardrail fill slopes and erosion control mix. On long
developed areas; Seeding Method No. 2 shall be utilized on all non-guardrail slopes. Seeding
11. Unless otherwise noted Seeding Method No. 1 shall be utilized on all lawns and
shall be as noted on the plans or designated by the Resident.
10. Loam has been estimated for disturbed lawn areas. Actual placement of the loam
items.
9. All connections for underdrain to roadway culverts will be incidental to the related
between labeled locations. All flow line elevations are subject to approval by the Resident.
underdrain shown on the cross sections will have the flow line calculated to a constant gradient
underdrain sand backfill placed to an elevation equal to the bottom of the new gravel layer. All
8. All underdrain not shown on the cross sections will have a minimum grade of 0.5% and
of the Resident.
7. No existing drainage shall be abandoned, removed or plugged without prior approval
related paving items.
6. Any necessary cleaning of existing pavement prior to paving shall be incidental to the
plans or directed by the Resident.
5. A 3’ paved lip shall be placed at all gravel entrances unless otherwise noted in the
otherwise noted in the plans or directed by the Resident.
or 11" aggregate subbase course gravel and 3" untreated aggregate surface course unless
4. Unpaved entrances shall be constructed with 14" aggregate subbase course gravel
aggregate subbase course gravel.
3. Residential paved entrances shall be constructed with: 2" hot mix asphalt and 12"
areas. Grading, seeding, and mulching of waste areas to be considered incidental to 656 Items.
2.. All waste material not used on the project shall be disposed of in acceptable waste
edges will not be permitted. Work shall be considered incidental to paving items.
shall be saw cut along a straight line to a neat, clean, even, vertical joint. Broken or raveled
1. All joints between existing and proposed hot bituminous pavement, including driveways,
37. Shoulder shim shall taper to 0 inches prior to face of existing curb and guardrail.
36. All existing paved shoulders and widenings to be resurfaced as directed by the Resident.
made under Item 202.203 Pavement Butt Joint.
35. All joints between existing and proposed hot bituminous pavement shall be butted. Payment shall be
34. Construct butt joints at all paved drives and entrances.
need to be adjusted at the direction of the Resident to assure ADA compliancy.
33. All sidewalk ramps must be ADA compilant and cannot exceed a 1:12 slope. Curb reveal may
day of non-compliance.
must be placed before paving can commence. A Traffic Control Penalty will be assessed for each
Stationing control must be placed before work can commence. Cross-slope and striping change controls
intermediate lifts (not surface). Appropriately sized striping pattern changes will be painted on surface.
every full station (100’) on the existing roadway and will transfer the painted stationing through all
striping pattern changes, cross-slope changes and every 200’ for stationing. The contractor will paint
32. The contractor will place appropriately marked stakes at the following locations on the project:
will be deliverable each day. Payment will be made under appropriate rental items.
31. The contractor will be responsible for maintaining all existing mailboxes to ensure that the mail
yellow centerline, white edgelines, and arroes will be considered incidental to Item 627.76.
30. Any pavement not surfaced before winter will require temporary pavement markings of paint, both
separately and will be considered incidental to Item 603 or 605.
29. Any necessary cutting of existing catch basins to allow for pipe connections will not be paid for
appropriate pay items.
28. Existing culverts and catch basins will be cleaned as directed by the Resident under the
unless otherwise noted in the plans or directed by Resident.
27. All paved walks to be constructed with 12" aggregate subbase course-gravel and 2" hot mix asphalt
subbase course gravel.
26. Commercial paved entrances shall be constructed with: 3" hot mix asphalt and 11" aggregate
under appropriate rental items.
for possible subsurface boulders and removed as directed by the Resident. Payment will be made
25. Prior to removing any pavement or placing any shim pavement, the roadway will be inspected
by the Resident.
24. Grind transition tapers at Catch Basins under Item 202.203 Pavement Butt Joints, as directed
Materials, placement, maintenance and removal shall be incidental to contract items.
foot of length for every " of transition depth on the leading and trailing end.
For roadways with speed limits less than 50 mph, temporary ramps shall be constructed with one
temporarily utilized until HMA plants are open for the season.
or milled each day. The use of millings or RAP will not be allowed, but cold patch may be
23. A temporary ramp shall be constructed with HMA at the ends of the roadway section paved
be representative of the subsurface conditions between widely-spaced boring locations.
present interpretive subsurface information collected at discrete locations. Data provided may not
the Geotechnical Information. The boring logs contained in the referenced borings report
not be responsible for the Bidders’ and Contractor’s interpretations of, or conclusions drawn from,
representative of actual subsurface conditions at the time of construction. The Department shall
Contractor’s use. No assurance is given that the information or interpretations will be
22. Boring Information furnished or referenced in this plan set is for the Bidders’ and
varied greatly between 2.5" and 7".
21. The average depth of pavement found in the borings was 4.3". However, the pavement depth

6. POB=STA.10+00.00
3’RIGHTOFWAY
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...HIGHWAYMSTA006_HDPLAN1.DGNUsername:Date:7/28/2015Katherine.S.Gray
OF
PLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
6
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
BRADBURYST.
ST.MARYSST.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
BRADBURYSTREET
RACHAELWEYAND
STATE AID HIGHWAY NO.13 /MAIN STREET
STATEHIGHWAY"1"/ROUTE1/ELMSTREET
ST.MARYSSTREET
TOWELLS
ANTHONY D. TROTTIER
DAVID R. TROTTIER
POR NO. - 33
BOOK/PAGE - 15907/332
TAX MAP/LOT - 38/50
BENSON LAM
XIAO YIN HUANG
POR NO. - 36
BOOK/PAGE - 14734/410
TAX MAP/LOT - 38/49
PORNO.-38
BOOK/PAGE-16292/899
TAXMAP/LOT-38/48
PORNO.-40
BOOK/PAGE-14528/47
TAXMAP/LOT-38/47
ELLENSUEGRAF
WALTERGRAF,JR.
ENWAPARTMENTS,LLC
PORNO.-41
BOOK/PAGE-13261/132
TAXMAP/LOT-38/46
ELMAIN CORP.
POR NO. - 43
BOOK/PAGE - 15036/450
TAX MAP/LOT - 38/45
APARTMENTS, LLC
UPPER MAIN
POR NO. - 34
BOOK/PAGE - 13261/123
TAX MAP/LOT - 38/39
KMMS, LLC
POR NO. - 35
BOOK/PAGE - 14346/791
TAX MAP/LOT - 38/40
JOSHUA W. BROCKMAN
POR NO. - 37
BOOK/PAGE - 15888/586
TAX MAP/LOT - 38/41
12’PASSAGEWAY
WRENTZ CORP.
POR NO. - 39
BOOK/PAGE - 6438/11
TAX MAP/LOT - 38/42ENTERPRISES, LLC
DAILY DOUBLE
POR NO. - 42
BOOK/PAGE - 16548/935
TAX MAP/LOT - 38/44
MANAGEMENT, LLC
SHAI PROPERTY
POR NO. - 44
BOOK/PAGE - 10364/151
TAX MAP/LOT - 38/44
8’PASSAGEWAY
APARTMENTS, LLC
UPPER MAIN
POR NO. - 31
BOOK/PAGE - 13261/123
TAX MAP/LOT - 38/16
PORNO.-29
BOOK/PAGE-16024/207
TAXMAP/LOT-38/15
MAHFUZ A. FULLI
POR NO. - 27
BOOK/PAGE - 14545/566
TAX MAP/LOT - 37/37
PRISCILLEP.BELANGER
RODNEYL.BELANGER
PORNO.-25
BOOK/PAGE-10428/95
TAXMAP/LOT-37/36
POR NO. - 26
BOOK/PAGE - 6815/168
TAX MAP/LOT - 37/40
ENW APARTMENTS, LLC
POR NO. - 28
BOOK/PAGE - 13261/132
TAX MAP/LOT - 37/39
APPARTMENTS,LLC
UPPERMAIN
PORNO.-30
BOOK/PAGE-8621/343
TAXMAP/LOT-38/14-1
CITY OF BIDDEFORD
POR NO. - 32
BOOK/PAGE - 8621/344
TAX MAP/LOT - 38/14
PLAN BOOK 3, PAGE 14
YORK COUNTY REGISTRY OF DEEDS
DATED - JULY 14, 1886
FOR LOT "A" OF B.& M.R.R.
LOT "B" OF MRS. L. E. STAFFORD
PLAN OF LAND EXCHANGE
BRUSHWOODEQUITY,LLC
TAX MAPS 37 & 38
1) CITY OF BIDDEFORD
TAX MAP INFORMATION
MAY 7, 1877 50’ WIDE
BOOK 1, PAGE 92-94
A) CITY OF BIDDEFORD
6) WESTERN AVENUE
PER CITY COUNCIL IN 1979
RECONIZED AND MAINTAINED STREET
A) CITY OF BIDDEFORD
5) HORRIGAN COURT
AUGUST 22, 1876 50’ WIDE
BOOK 1, 85-87
A) CITY OF BIDDEFORD
4) HARVEY STREET (F/K/A WAKEFIELD STREET)
JUNE 5, 1858 50’ WIDE
BOOK 1, PAGE 32
A) CITY OF BIDDEFORD
3) ST. MARYS STREET
JUNE 21, 1869 50’ WIDE
BOOK 1 , PAGE 67
A) CITY OF BIDDEFORD
2) BRADBURY STREET
1869 3 RODS WIDE (49.5’)
VOLUME 22, PAGE 99
YORK COUNTY COMMISSIONERS RECORDS
B) FROM ABOUT STATION 28+00 TOWARDS SOUTH STREET
ON FILE AT THE BIDDEFORD HISTORICAL SOCIETY
JUNE 4, 1847 4 RODS WIDE (66’)
VOLUME 5, PAGE 9
CITY OF BIDDEFORD RECORDS
A) ELM STREET TO ABOUT STATION 28+00
1) MAIN STREET
EXISTING RIGHT OF WAY INFORMATION
ROUTE1/ELMSTREET
STATEHIGHWAY"1"
75
80
85
90
95
100
105
110
115
120120
75
80
85
90
95
100
105
110
115
120120
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
PROFILE
PVI=STA.10+00.00
ELEV.=82.45
PVC=STA.10+10.42
ELEV.=82.57
PVT=STA.12+35.42
ELEV.=87.85
PVC=STA.13+41.19
ELEV.=91.66
HIGH POINT = STA. 14+32.02
ELEV. = 93.29
PVI=STA.14+54.79
ELEV.=95.74
PVT=STA.15+68.38
ELEV.=89.61
G =1.10%
G =3.60%
G =-5.40%
V.C.L. = 225’
E = 0.701’
SD = 647’
V.C.L. = 227’
E = -2.554’
SD = 234’
EXISTING
PROPOSED
EL.82.45
EL.82.74
EL.83.09
EL.83.51
EL.84.00
EL.84.56
EL.85.19
EL.85.88
EL.86.65
EL.87.48
EL.88.38
EL.89.28
EL.90.18
EL.91.07
EL.91.96
EL.92.65
EL.93.09
EL.93.28
EL.93.23
EL.92.92
EL.92.38
EL.91.58
EL.90.53
EL.89.25
EL.87.90
EL.86.55
EL.85.20
EL.83.85
EL.82.50
EL.82.45
EL.82.64
EL.83.21
EL.83.71
EL.84.21
EL.84.79
EL.85.38
EL.86.00
EL.86.76
EL.87.54
EL.88.34
EL.89.29
EL.90.19
EL.91.06
EL.91.85
EL.92.47
EL.93.01
EL.93.31
EL.93.34
EL.93.02
EL.92.33
EL.91.38
EL.90.36
EL.89.18
EL.87.94
EL.86.65
EL.85.28
EL.83.86
EL.82.32
PVI=STA.11+22.92
ELEV.=83.81
IPF
IPF
IPF
IPF
IPF
W
SillEL
W
W
IPF
SillEL
IPF
SillEL
SillEL
SillEL
SillEL
IPF
IPF
SillEL
W
W
IPF
W
SillEL
SillEL
SillELSillEL
G
SillEL
STB
IPF
IPF
W
W
8.0’11.0’
1.0’
11.0’11.0’
9.0’12.0’12.0’9.0’

7. 3’RIGHTOFWAY
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...HIGHWAYMSTA007_HDPLAN2.DGNUsername:Date:7/28/2015Katherine.S.Gray
OF
PLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
7
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
HARVEYST
HARVEYSTHARVEYSTREET
YVON J. PAQUET
STATE AID HIGHWAY NO.13 /MAIN STREET
STATE AID HIGHWAY NO.13 /MAI
HARVEYSTREET
MAHFUZ A. FULLI
POR NO. - 27
BOOK/PAGE - 14545/566
TAX MAP/LOT - 37/37
PRISCILLEP.BELANGER
RODNEYL.BELANGER
PORNO.-25
BOOK/PAGE-10428/95
TAXMAP/LOT-37/36
BOSTON & MAINE RAILROAD
PAYTON E. HURLIN
POR NO. - 14
BOOK/PAGE - 11861/118
TAX MAP/LOT - 37/32JAMES SCALLY
POR NO. - 17
BOOK/PAGE - 15912/801
TAX MAP/LOT - 37/33
LADEDA, INC.
POR NO. - 34
BOOK/PAGE - 8037/210
TAX MAP/LOT - 37/34
POR NO. - 11
BOOK/PAGE - 1931/36
TAX MAP/LOT - 37/48
MATTHEW F. HOLLYDAY
POR NO. - 12
BOOK/PAGE - 14738/356
TAX MAP/LOT - 37/47
PAYTON E. HURLIN
POR NO. - 13
BOOK/PAGE - 15286/913
TAX MAP/LOT - 37/27
12’ PASSAGEWAY
MATTHEW BROOKER
POR NO. - 10
BOOK/PAGE - 3418/347
TAX MAP/LOT - 37/26
DENISE J. DUNN
DAVID A. DUNN
POR NO. - 15
BOOK/PAGE - 11385/302
TAX MAP/LOT - 37/46
RIGHT OF WAY
Y.C.R.D. BK. 380, PG. 503
RIGHTOFWAY-Y.C.R.D.BK.387,PG.127
APEXPROPERTIES
PORNO.-16
BOOK/PAGE-15827/803
TAXMAP/LOT-37/45
CHARLESW.DESMOND
PORNO.-18
BOOK/PAGE-10635/53
TAXMAP/LOT-37/44
VACATION PROPERTIES, INC.
POR NO. - 20
BOOK/PAGE - 15979/902
TAX MAP/LOT - 37/43
PLAN BOOK 305, PAGE 29
YORK COUNTY REGISRY OF DEEDS
DATED - AUGUST 26, 2005
BY DOW & COULOMBE, INC.
FOR VACATION PROPERTIES, INC.
PLAN SHOWING A BOUNDARY SURVEY
PORNO.-24
BOOK/PAGE-8233/52
TAXMAP/LOT-37/41
CHERYLERICKSON
RICHARDERICKSON
ELIZABETH S. WHITE
DAVID E. WHITE
POR NO. - 26
BOOK/PAGE - 6815/168
TAX MAP/LOT - 37/40
W APARTMENTS, LLC
PLAN BOOK 3, PAGE 14
YORK COUNTY REGISTRY OF DEEDS
DATED - JULY 14, 1886
FOR LOT "A" OF B.& M.R.R.
LOT "B" OF MRS. L. E. STAFFORD
PLAN OF LAND EXCHANGE
APPROX.LOCATION
65
70
75
80
85
90
95
100
105
110110
65
70
75
80
85
90
95
100
105
110110
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
PROFILE
PVC=STA.18+03.40
ELEV.=76.92
LOW POINT = STA. 18+49.48
ELEV. = 75.68
PVI=STA.18+78.83
ELEV.=76.18
LOW POINT = STA. 19+50.13
ELEV. = 74.61
PVT=STA.19+56.34
ELEV.=74.63
HIGH POINT = STA. 22+85.54
ELEV. = 75.83
PVI=STA.23+21.82
ELEV.=76.03
G =-5.40%
G =3.39% G =-4.25% G =0.38% G =-1.28%
V.C.L. = 75’
E = 0.824’
SD = 75’
V.C.L. = 75’
E = 0.435’
SD = 130’
EXISTING
PROPOSED
EL.82.50
EL.81.15
EL.79.80
EL.78.45
EL.77.10
EL.76.03
EL.75.68
EL.76.06
EL.75.39
EL.74.81
EL.74.61
EL.74.70
EL.74.79
EL.74.89
EL.74.98
EL.75.08
EL.75.18
EL.75.27
EL.75.37
EL.75.46
EL.75.56
EL.75.66
EL.75.75
EL.75.82
EL.75.82
EL.75.73
EL.75.57
EL.75.33
EL.75.02
EL.82.32
EL.80.77
EL.79.28
EL.77.77
EL.76.30
EL.75.30
EL.75.44
EL.76.05
EL.75.43
EL.74.96
EL.74.53
EL.74.28
EL.74.31
EL.74.43
EL.74.61
EL.74.77
EL.74.95
EL.75.13
EL.75.28
EL.75.44
EL.75.58
EL.75.73
EL.75.83
EL.75.91
EL.75.95
EL.75.80
EL.75.54
EL.75.22
EL.74.98
E = -0.280’
SD = 715’
V.C.L. = 134’
ELEV.=75.16
PVT=STA.23+89.02
PVI=STA.18+40.91
ELEV.=74.90
PVI=STA.19+18.79
ELEV.=74.48
IPF
IPF
IPF IPF
IPF
IPF IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
IPF
SillEL
SillEL
SillEL
W
WW
SillEL
IPF
SillEL
W
IPF
IPF
W
SillEL
R R
W
IPF
SillEL
SillEL
SillEL
SillEL
SillEL
IPF
SillEL
SillEL
IPF
IPF
IPF
W
SillEL
W
ELEV.=75.77
PVC=STA.22+54.61
9.0’12.0’12.0’9.0’

8. POE
=
STA.29+93.89
PT
=
STA.29+77.27
PC=
STA.28+42.64
PT=
STA.28+24.02
PC=STA.27+23.47
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...HIGHWAYMSTA008_HDPLAN3.DGNUsername:Date:7/28/2015Katherine.S.Gray
OF
PLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
8
24+00
25+00
26+00
27+00
28+00
29+00
29+94
29+94
9.0’12.0’12.0’9.0’
HORRIGANCT
HORRIGANCT
WESTERNAVE
RAILROADAVE
HORRIGANCOURT
EOFLOCATION
-FORMER
MAIN
LINE-PORTLAND
DIV.EASTERN
ROUTE
YVON J.PAQUET
LISAA.BARDEN
STATE AID HIGHWAY NO.13 /MAIN STREET
WESTERNAVENUE
THOMASSANGILLO
PORNO.-7
BOOK/PAGE-15745/789
TAXMAP/LOT-37/50
PORNO.-8
BOOK/PAGE-14984/778
TAXMAP/LOT-37/49
POR NO.-11
BOOK/PAGE -1931/36
TAX MAP/LOT -37/48
MATTHEW F.HOLLYDAY
POR NO.-12
BOOK/PAGE -14738/356
TAX MAP/LOT -37/47
MAIN STREET STORAGE,LLCPOR NO.-4
BOOK/PAGE -14463/700
TAX MAP/LOT -37/159
BOSTON
&
MAINERAILROAD
POR
NO.-
BOOK/PAGE-
TAX
MAP/LOT-37/
PAYTON E.HURLIN
POR NO.-13
BOOK/PAGE -15286/913
TAX MAP/LOT -37/27
12’PASSAGEWAY
MATTHEW BROOKER
POR NO.-10
BOOK/PAGE -3418/347
TAX MAP/LOT -37/26
CLAUDER.GRENIER
PORNO.-9
BOOK/PAGE-11745/202
TAXMAP/LOT-37/25
ROBERT L.ZIMNICKI
POR NO.-6
BOOK/PAGE -9304/106
TAX MAP/LOT -37/17
POR NO.-5
BOOK/PAGE -6394/289
TAX MAP/LOT -37/16-2
MAINE,INC.
CABLEVISION OF
HERITAGE
INHABITANTS OF THE CITY OF BIDDEFORD
POR NO.-3
BOOK/PAGE -2482/220
TAX MAP/LOT -37/16
BOSTON
&
MAINERAILROAD
POR NO.-1
BOOK/PAGE -2482/220
TAX MAP/LOT -37/15
OF BIDDEFORD
INHABITANTS OF THE CITY
PLAN BOOK 15,PAGE 18
YORK COUNTY REGISTRY OF DEEDS
VAL.SEC.3 -MAP 93 -PT.PCLS 3 & F ON MAP 92
DATED -NOVEMBER 1945
BIDDEFORD -SACO GRAIN COMPANY
BOSTON & MANE RAILROAD TO
PLAN OF PLAN
PLAN BOOK 3,PAGE 11 & 21
YORK COUNTY REGISTRY OF DEEDS
FEBRUARY 9,1878
BY JAMES GADE
BELONGING TO R.W.RANDALL
PLAN OF HOUSE LOTSPLAN BOOK 15,PAGE 15
YORK COUNTY REGISTRY OF DEEDS
DATED -AUGUST 12,1943
BY LIBBY & DOW ENGINEERS
OF PEPPERELLM’F’G CO.
PLAN SHOWING LAND
L.O.W.P.
TO
SOUTH
STREET
STA
4946+57.8
65
70
75
80
85
90
95
100
105
110110
65
70
75
80
85
90
95
100
105
110110
24+00 25+00 26+00 27+00 28+00 29+00 29+94
24+00 25+00 26+00 27+00 28+00 29+00 29+94
PROFILE
PVC=STA.24+00.40
ELEV.=75.02
LOW POINT = STA. 27+25.33
ELEV. = 72.94
G =-1.28%
V.C.L. = 364’
E = 0.655’
SD = 990’ V.C.L. = 100’
E = 0.241’
SD = 1647’
EXISTING
PROPOSED
EL.75.02
EL.74.72
EL.74.43
EL.74.17
EL.73.94
EL.73.73
EL.73.54
EL.73.38
EL.73.25
EL.73.13
EL.73.05
EL.72.99
EL.72.95
EL.72.94
EL.72.95
EL.72.99
EL.73.14
EL.73.41
EL.73.80
EL.74.98
EL.74.71
EL.74.38
EL.74.06
EL.73.75
EL.73.52
EL.73.39
EL.73.27
EL.73.08
EL.72.96
EL.72.90
EL.72.84
EL.72.81
EL.72.82
EL.72.88
EL.73.00
EL.73.22
EL.73.51
EL.73.81
EL.74.28
EL.74.65
EL.74.57
EL.74.17
EL.73.88
EL.73.72
ELEV.=72.68
PVI=STA.25+82.57
PVI=STA.28+14.74
ELEV.=73.04
SillEL
SillEL
SillEL
W
WW
SillEL
W
IPF
SillEL
G
IPF
SillEL
W
SillEL
W
IPF
SillEL
W
E = 4.66’
T = 50.84’
L= 100.55’
R = 275.00’
PI= 27+74.31
CURVE DATA #1
E
=
3.18’
T
=
67.51’
L
=
134.63’
R
=
716.00’
PI=
29+10.15
CURVE
DATA
#2
9.0’12.0’12.0’5’

9. POB=STA.10+00.00
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...MSTA009_HDPlan_Geometry1.dgnUsername:Date:7/28/2015Katherine.S.Gray
OF
GEO.&CURBLAYOUTPLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
9
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
BRADBURYST.ST.MARYSST.
ITEM 609.11 - VERTICAL CURB TYPE I ITEM 609.238 - TERMINAL CURB TYPE I - 8 FOOT
LEFT13+8113+73
LEFT13+5313+45
LEFT13+3013+22
RIGHT13+2913+21
RIGHT13+0512+97
LEFT12+3612+28
LEFT12+1612+08
LEFT11+8211+74
LEFT11+6011+52
LEFT11+1611+08
RIGHT11+1111+03
RIGHT10+8010+72
RIGHT10+2210+14
LEFT10+2210+14
SIDESTA.TOSTA.
ITEM 609.238 - TERMINAL CURB TYPE I - 8 FOOT
LEFT17+1417+06
RIGHT17+0016+92
LEFT16+9916+91
LEFT16+7516+67
LEFT16+4516+37
LEFT16+1916+11
LEFT16+0615+98
LEFT15+8015+72
LEFT15+3015+22
RIGHT15+2015+12
LEFT14+7814+70
RIGHT14+7414+66
LEFT14+0213+94
SIDESTA.TOSTA.
ITEM 609.2381
7LEFT17+0616+99
22LEFT16+6716+45
5LEFT16+1116+06
42LEFT15+7215+30
172RIGHT16+9215+20
76LEFT14+7013+94
28LEFT13+7313+45
141RIGHT14+6613+25
86LEFT13+2212+36
26LEFT12+0811+82
36LEFT11+5211+16
186RIGHT12+9711+11
50RIGHT10+7210+22
43LEFT10+6510+22
QTYSIDESTA.TOSTA.
23+96
23+54
23+08
23+07
20+58
20+44
19+86
19+65
19+24
18+23
17+99
17+45
17+21
TOSTA.
IPF
IPF
IPF
IPF
IPF
W
Sill EL
W
W
IPF
Sill EL
IPF
Sill EL
IPF
Sill EL
Sill EL
Sill EL
IPF
IPF
Sill EL
W
W
IPF
W
Sill EL
Sill EL
Sill ELSill EL
G
Sill EL
STB
IPF
IPF
W
W
8.0’11.0’
1.0’
11.0’11.0’
9.0’12.0’12.0’9.0’

10. DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...MSTA010_HDPlan_Geometry2.dgnUsername:Date:7/28/2015Katherine.S.Gray
OF
PLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
10
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0017+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
HARVEYST
HARVEYST
ITEM 609.11- VERTICAL CURB TYPE I ITEM 609.234 - TERMINAL CURB TYPE I- 4 FOOT ITEM 609.237 - TERMINAL CURB TYPE I- 7 FOOT ITEM 609.238 - VERTICAL CURB TYPE I- 8 FOOT
LEFT23+9523+87
RIGHT23+2823+20
RIGHT23+0823+00
RIGHT22+7822+70
LEFT22+7122+63
RIGHT20+5820+50
LEFT20+4420+36
LEFT20+1720+09
LEFT19+8619+78
LEFT18+5018+42
RIGHT18+3418+26
LEFT18+2318+15
LEFT18+0017+92
RIGHT17+9917+91
RIGHT17+6217+54
LEFT17+4517+37
RIGHT17+2117+13
SIDESTA.TOSTA.
ITEM 609.2381- 8 FOOT TERMINAL ENDS - CIRCULAR
1LEFT23+07
QTYSIDESTA.
2RIGHT23+6623+62
2RIGHT23+5423+50
1RIGHT19+7619+72
1RIGHT19+6519+61
QTYSIDESTA.TOSTA.
RIGHT24+1424+07
RIGHT23+9623+89
RIGHT19+4519+38
RIGHT19+2419+17
SIDESTA.TOSTA.
11RIGHT24+0723+96
8RIGHT23+6223+54
12RIGHT23+2023+08
80LEFT23+8723+07
212RIGHT22+7020+58
219LEFT22+6320+44
23LEFT20+0919+86
7RIGHT19+7219+65
14RIGHT19+3819+24
19LEFT18+4218+23
27RIGHT18+2617+99
47LEFT17+9217+45
33RIGHT17+5417+21
QTYSIDESTA.TOSTA.
SillEL
SillEL
SillEL
SillEL
SillEL
SillEL
R R
SillEL
SillEL
SillEL
SillEL
SillEL
SillEL
SillEL
SillEL
26+26
25+90
25+60
25+45
25+02
24+88
24+58
24+38
24+23
TOSTA.
9.0’12.0’12.0’9.0’

11. DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
HIGHWAYDivision:Filename:...MSTA011_HDPlan_Geometry3.dgnUsername:Date:7/28/2015Katherine.S.Gray
OF
PLANS
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
DATE
SIGNATURE
P.E.NUMBER
_____
11
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
______________________________
R.BETZ
STP-2029(100)
S.HAYDENT.WHITEDEC2014
PO
E
=
S
T
A
.
2
9
+
9
3
.8
9
PT
=
S
T
A
.
2
9
+
7
7
.2
7
PC
=
STA.28+42.64
PT
=
STA.28+24.02
PC=STA.27+23.47
24+00 25+00 26+00 27+00
28+00
29+
00
2
9
+
9
4
2
9
+
9
4
24+00 25+00 26+00 27+00
28+00
29+
00
2
9
+
9
4
2
9
+
9
4
9.0’12.0’12.0’9.0’
HORRIGANCT
HORRIGANCT
WESTERNAVE
RAILROADAVE
EFT
GHT
GHT
GHT
EFT
GHT
EFT
EFT
EFT
EFT
GHT
EFT
EFT
GHT
GHT
EFT
GHT
DE
SillEL
SillEL
SillEL
SillEL
SillEL
G
SillEL
SillEL
SillEL
E = 4.66’T = 50.84’L= 100.55’R = 275.00’
PI= 27+74.31CURVE DATA #1
E
=
3.18’
T
=
67.51’
L
=
134.63’
R
=
716.00’PI
=
29+
10.15
CU
RVE
D
ATA
#
2
9.0’
12.0’
12.0’
5’
ITEM 609.11- VERTICAL CURB TYPE I ITEM 609.234 - 4 FOOT TERMINAL ENDS
2RIGHT25+5225+42
QTYSIDESTA.TOSTA.
ITEM 609.238 - 8 FOOT TERMINAL ENDS ITEM 609.2381- 8 FOOT TERMINAL ENDS - CIRCULAR
1LEFT28+2426+21
1LEFT25+9325+52
QTYSIDESTA.TOSTA.
LEFT28+0727+99
RIGHT26+5726+49
RIGHT25+9025+82
LEFT25+6025+52
LEFT25+2225+14
RIGHT25+1725+09
LEFT25+0224+94
RIGHT24+8824+80
LEFT24+8124+73
RIGHT24+6824+60
LEFT24+5824+50
RIGHT24+3824+30
LEFT24+3524+27
LEFT24+2324+15
SIDESTA.TOSTA.
173LEFT27+9926+26
59RIGHT26+4925+90
29LEFT25+8925+60
4RIGHT25+4925+45
12LEFT25+1425+02
21RIGHT25+0924+88
15LEFT24+7324+58
22RIGHT24+6024+38
4LEFT24+2724+23
QTYSIDESTA.TOSTA.

12. HIGHWAYDivision:Filename:...MSTA012_XSECT_10+00_001.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
75
80
85
90
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
75
80
85
90
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
75
80
85
90
95
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
75
80
85
90
95
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
75
80
85
90
95
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+91.00
75
80
85
90
95
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+00.00 to Sta. 10+91.00
C
L
C
L
C
L
CL
C
L
C
L
Elev.82.24
Exist.
Sta.10+11.27
Elev.82.23
Exist.
Sta.10+08.63
Elev.81.67
Exist.
Sta.10+05.26
Elev.77.43
Exist.10" UNK
Sta.10+04.03
Elev.81.52
Exist.
Sta.10+21.28
Elev.76.77
Exist.10" UNK
Sta.10+20.53
Elev.77.68
Exist.10" UNK
Sta.10+10.39
Elev.81.97
Exist.
Sta.10+10.20
Elev.82.49
Exist.
Sta.10+05.24
Elev.84.27
Exist.#441
Sta.10+05.88
Elev.84.15
Exist.
Sta.10+00.00
Elev.85.33
Exist.
Sta.10+50.00
Elev.85.67
Exist.
Sta.10+50.00
Elev.85.65
Exist.#441
Sta.10+50.06
Elev.85.65
Exist.
Sta.10+50.00
Elev.82.71
Exist.
Sta.10+41.26
Elev.84.84
Exist.
Sta.10+50.00 Elev.85.53
Exist.
Sta.10+50.00
/S-56.90 LT.
O/S-61.98 LT.
O/S-45.92 LT. O/S-41.47 LT. -2.00%
Elev. 83.09
2.00% -2.00%
2.00%
Elev. 83.81
2.00%
-2.00%
O/S-41.29 LT. O/S-20.37 LT.
O/S-21.30 LT.
Elev. 82.45
O/S-34.25 LT.
O/S-39.70 LT.O/S-39.83 LT.
O/S-23.82 LT.
O/S-21.12 RT. O/S-23.81 RT.
O/S-19.99 RT.
O/S-46.94 RT.O/S-37.91 RT.
O/S-33.11 RT.
O/S-60.02 RT.
25%
2.00% 10.0%
15.0%
CUT = 94.65 C.Y.
FILL = 22.21 C.Y.
CUT = 38.75 C.Y.
FILL = 2.44 C.Y.
CUT = 72.20 C.Y.
FILL = 14.78 C.Y.
-C.L.
-3.00% -3.00%
-E.T.L
-E.T.W
-2.00%
-E.T.W
-3.00%
-2.00%
-E.T.W
-C.L.
-E.T.L
-E.T.W
-3.00%
-2.70%
-2.70%
-C.L.
-E.T.W
-E.T.L
-E.T.W
-2.00%
_____
12
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

13. HIGHWAYDivision:Filename:...MSTA013_XSECT_11+00_002.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
75
80
85
90
95
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
75
80
85
90
95
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
75
80
85
90
95
100
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
75
80
85
90
95
100
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
75
80
85
90
95
100
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+67.00
75
80
85
90
95
100
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+00.00 to Sta. 11+67.00
C
L
C
L
C
L
CL
C
L
CL
Elev.84.21
Exist.
Sta.11+20.40
Elev.86.96
Exist.
Sta.11+50.00
Elev.86.91
Exist.
Sta.11+50.00
Elev.87.12
Exist.#441
Sta.11+44.47
Elev.90.13
Exist.16" ASH
Sta.11+58.96
Elev.87.12
Exist.#441
Sta.11+44.47
Elev.90.13
Exist.16" ASH
Sta.11+58.96
Elev. 84.00
-2.00%
Elev. 85.19
-2.00% -2.00%
Elev. 85.65
-2.00% -2.00%
O/S-23.09 LT.
2.00%
25.0%
2.00% 2.00%-0.50% 25.0%
O/S-50.99 LT. O/S-39.73 LT.O/S-39.64 LT.
O/S-33.90 RT.
O/S-39.64 LT.
O/S-33.90 RT.
2.00%
2.00% 25.0%
CUT = 79.95 C.Y.
FILL = 7.37 C.Y.
CUT = 75.63 C.Y.
FILL = 3.60 C.Y.
CUT = 26.62 C.Y.
FILL = 1.39 C.Y.
-2.00%-2.50%
-2.50%
-E.T.W
-E.T.L
-C.L.
-E.T.W
-2.00%-3.00%
-C.L.
-E.T.W
-E.T.W
-3.34% -2.00%
-C.L.
-E.T.W
-E.T.W
_____
13
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

14. HIGHWAYDivision:Filename:...MSTA014_XSECT_12+00_003.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
80
85
90
95
100
105
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
80
85
90
95
100
105
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
80
85
90
95
100
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+22.00
80
85
90
95
100
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
80
85
90
95
100
105
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
80
85
90
95
100
105
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+00.00 to Sta. 12+50.00
C
L
C
L
C
L
CL
C
L
C
L
Elev.89.17
Exist.
Sta.12+00.00
Elev.89.19
Exist.
Sta.12+00.00
Elev.89.75
Exist.#441
Sta.11+92.90
Elev.82.03
Exist.10" UNK
Sta.12+09.67
Elev.86.43
Exist.
Sta.12+10.04
Elev.95.50
Exist.
Sta.12+00.00
Elev.95.55
Exist.
Sta.12+00.00
Elev.87.51
Exist.
Sta.12+39.17
O/S20.35 RT.
Elev.82.03
Exist.10" UNK
Sta.12+09.67
Elev.86.43
Exist.
Sta.12+10.04
Elev.91.27
Exist.
Sta.12+50.00
Elev.91.20
Exist.
Sta.12+50.00
Elev.91.39
Exist.
Sta.12+50.00
Elev.87.51
Exist.
Sta.12+39.17
Elev.87.67
Exist.
Sta.12+64.73
Elev.83.89
Exist.10" UNK
Sta.12+63.97
Elev. 86.65
2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 87.38
-4.00% -2.00% -2.00% -4.00%
Elev. 88.38
-4.00%
-2.00% -2.00% -4.00%
O/S-51.89 LT.
O/S-40.07 LT.
O/S-39.85 LT.
O/S-21.41 RT.
O/S-20.35 RT.
-2.00%
25.0%
O/S-22.37 LT.
2.00%
O/S-21.41 RT.
25.0%
O/S-51.49 LT.
O/S-38.57 LT.O/S-39.86 LT.
O/S-22.37 LT.
O/S-20.21 LT.
2.00%0.00%
O/S-19.79 LT.
2.00% 25.0%
O/S-46.19 RT. O/S-51.50 RT.
CUT = 70.57 C.Y.
FILL = 3.84 C.Y.
CUT = 82.07 C.Y.
FILL = 10.92 C.Y.
CUT = 19.90 C.Y.
FILL = 0.78 C.Y.
1.00%
-C.L.
-E.T.W
-E.T.W
-C.L.
-E.T.W
-E.T.W
_____
14
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

15. HIGHWAYDivision:Filename:...MSTA015_XSECT_13+00_004.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
80
85
90
95
100
105
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
80
85
90
95
100
105
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
80
85
90
95
100
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+10.00
80
85
90
95
100
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
85
90
95
100
105
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+37.00
85
90
95
100
105
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+37.00
C
L
C
L
C
L
C
L
CL
C
L
Elev.88.93
Exist.CLUMP-3 4"
Sta.12+79.64 Elev.90.54
Exist.
Sta.13+24.88
Elev.90.54
Exist.
Sta.13+24.88
Elev.94.63
Exist.#441
Sta.13+52.64
Elev.90.54
Exist.
Sta.13+24.88
Elev.98.64
Exist.#441
Sta.13+45.77
Elev.98.38
Exist.
Sta.13+37.00
Elev.98.67
Exist.
Sta.13+37.00
Elev. 90.18
2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 90.53
2.00%
-4.00% -2.00% -2.00% -2.00%
Elev. 91.51
2.00% -4.00% -2.00% -2.00% -2.00%
2.00%
O/S-37.67 LT.
O/S-22.30 LT.
-25.0% 25.0%
O/S-22.30 LT.
2.00%
14.0%
17.78%-25.0%
O/S-40.91 LT.
O/S-22.30 LT. 25.0%
O/S-49.38 RT.O/S-49.40 RT. O/S-61.90 RT.
CUT = 43.08 C.Y.
FILL = 3.59 C.Y.
CUT = 19.98 C.Y.
FILL = 5.76 C.Y.
CUT = 20.97 C.Y.
FILL = 0.45 C.Y.
Exist. Retaining Wall
+12.73
EXIST.
-1.19%
EXIST.
+15.79%
EXIST.
_____
15
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

16. HIGHWAYDivision:Filename:...MSTA016_XSECT_13+50_005.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
85
90
95
100
105
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
85
90
95
100
105
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
85
90
95
100
105
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+87.00
85
90
95
100
105
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
85
90
95
100
105
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
85
90
95
100
105
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+50.00 to Sta. 14+00.00
CL
CL
C
L
C
L
C
L
C
L
Elev.94.63
Exist.#441
Sta.13+52.64
Elev.98.38
Exist.
Sta.13+50.00
Elev.98.64
Exist.#441
Sta.13+45.77
Elev.98.57
Exist.
Sta.13+50.00
Elev.95.84
Exist.#441
Sta.14+01.43
Elev.95.81
Exist.
Sta.14+00.00
Elev.95.81
Exist.
Sta.14+00.00
Elev.95.84
Exist.#441
Sta.14+01.43
Elev.95.73
Exist.
Sta.14+00.00
Elev.93.15
Exist.
Sta.14+23.44
Elev. 91.96
0.00% 2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 92.89
2.00% -4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 93.09
0.00% 2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
O/S-40.91 LT.
O/S-49.38 RT.O/S-49.37 RT. O/S-60.35 RT.
O/S-40.72 LT.
O/S-23.40 LT.
O/S-50.76 LT.
O/S-40.72 LT.
O/S-40.75 LT.
O/S-33.36 LT.
CUT = 62.82 C.Y.
FILL = 5.71 C.Y.
CUT = 92.75 C.Y.
FILL = 10.77 C.Y.
CUT = 18.22 C.Y.
FILL = 1.37 C.Y.
4
:3
_____
16
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

17. HIGHWAYDivision:Filename:...MSTA017_XSECT_14+50_006.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
85
90
95
100
105
110
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
85
90
95
100
105
110
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
85
90
95
100
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+96.00
85
90
95
100
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
85
90
95
100
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
85
90
95
100
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+50.00 to Sta. 15+00.00
C
L
CL
C
L
CL
C
L
C
L
C
L
C
L
Elev.92.15
Exist.
Sta.14+72.72
Elev.101.65
Exist.
Sta.14+50.00
Elev.101.97
Exist.#441
Sta.14+35.29
Elev.101.63
Exist.
Sta.14+50.00
Elev.90.99
Exist.
Sta.15+12.47
Elev.92.15
Exist.
Sta.14+72.72
Elev.92.53
Exist.
Sta.14+96.00
Elev.93.07
Exist.
Sta.14+96.00
Elev.90.99
Exist.
Sta.15+12.47
Elev. 93.23
0.00% 2.00%
-4.00% -2.00% -2.00% -2.00% 2.00%
Elev. 92.48
-6.00%
2.00% -4.00% -2.00% -2.00% -2.00%
Elev. 92.38
2.00% -4.00% -2.00% -2.00% -2.00% 6.00%
O/S-22.92 LT.
29.0%
O/S-47.40 RT.O/S-47.34 RT. O/S-63.04 RT.
O/S-22.92 LT.
O/S-41.68 LT.
O/S-27.35 RT.
O/S-48.70 RT.
6.00%
O/S-41.68 LT.
-6.00%
CUT = 61.29 C.Y.
FILL = 1.55 C.Y.
CUT = 57.22 C.Y.
FILL = 10.68 C.Y.
CUT = 77.13 C.Y.
FILL = 22.63 C.Y.
2.00%
2.00%
_____
17
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

18. HIGHWAYDivision:Filename:...MSTA018_XSECT_15+50_007.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
80
85
90
95
100
105
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
80
85
90
95
100
105
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
80
85
90
95
100
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+86.00
80
85
90
95
100
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
80
85
90
95
100
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
80
85
90
95
100
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+00.00
C
L
CL
CLC
L
CL
C
L
Elev.89.42
Exist.
Sta.15+73.10
Elev.95.45
Exist.#441
Sta.15+50.48
Elev.95.33
Exist.2.5 STORY WOOD FRAME
Sta.15+50.00
Elev.95.44
Exist.2.5 STORY WOOD FRAME
Sta.15+50.00
Elev.89.42
Exist.
Sta.15+73.10
Elev.90.66
Exist.CLUMP-3 4"
Sta.16+19.67
Elev. 90.53
2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 88.66
0.14% 2.00% -4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 87.90
2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
0.00%
O/S-22.66 RT.
-14.0%
0.00%
O/S-37.07 RT. O/S-37.20 RT. O/S-58.02 RT.
O/S-22.66 RT.
-25.0%
O/S-34.76 RT.
CUT = 39.39 C.Y.
FILL = 8.99 C.Y.
CUT = 60.79 C.Y.
FILL = 3.66 C.Y.
CUT = 19.23 C.Y.
FILL = 1.89 C.Y.
_____
18
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

19. HIGHWAYDivision:Filename:...MSTA019_XSECT_16+28_008.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
80
85
90
95
100
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+28.00
80
85
90
95
100
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
75
80
85
90
95
100
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
75
80
85
90
95
100
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
75
80
85
90
95
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+82.00
75
80
85
90
95
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. 16+28.00 to Sta. 16+82.00
CL
C
L
CL
CL
C
L
C
L
Elev.85.93
Exist.
Sta.16+52.99
Elev.90.66
Exist.CLUMP-3 4"
Sta.16+19.67
Elev.90.20
Exist.CLUMP-3 4"
Sta.16+40.35
Elev.93.60
Exist.
Sta.16+28.00
Elev.94.58
Exist.
Sta.16+28.00
Elev.94.55
Exist.#441
Sta.16+30.33
Elev.92.64
Exist.
Sta.16+28.00
Elev.86.95
Exist.
Sta.16+50.00
Elev.86.92
Exist.
Sta.16+50.00
Elev.87.15
Exist.#441
Sta.16+53.40
Elev.85.93
Exist.
Sta.16+52.99
Elev.85.60
Exist.
Sta.16+55.15
Elev.90.19
Exist.CLUMP-3 4"
Sta.16+40.35
Elev.94.55
Exist.#441
Sta.16+30.33
Elev.91.41
Exist.#441
Sta.16+59.69
Elev.91.41
Exist.#441
Sta.16+59.69
Elev. 86.39
-4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 85.20
0.00% 2.00%
-4.00% -2.00% -2.00% -2.00%
2.00%
Elev. 83.47
2.84% -4.00% -2.00% -2.00% -2.00%
2.00%
O/S-22.41 RT.
O/S-34.76 RT.
O/S-34.99 RT.
O/S-39.02 RT.
O/S-43.91 RT.
O/S-43.78 RT.
O/S-55.79 RT.
-2.00%10.0%
O/S-59.68 LT.
O/S-43.03 LT. O/S-42.93 LT.
O/S-22.60 RT.
O/S-22.41 RT.
O/S-34.99 RT.
O/S-43.91 RT.
O/S-48.62 RT.
O/S-48.62 RT.
CUT = 70.80 C.Y.
FILL = 2.79 C.Y.
CUT = 31.31 C.Y.
FILL = 4.72 C.Y.
CUT = 32.57 C.Y.
FILL = 0.36 C.Y.
_____
19
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

20. HIGHWAYDivision:Filename:...MSTA020_XSECT_17+00_009.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
75
80
85
90
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
17+00.00
75
80
85
90
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
75
80
85
90
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
17+05.00
75
80
85
90
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
70
75
80
85
90
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
17+50.00
70
75
80
85
90
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. 17+00.00 to Sta. 17+76.00
C
L
C
L
CL
CL
C
L
C
L
Elev.79.29
Exist.
Sta.17+44.84
Elev.79.77
Exist.
Sta.17+37.22
Elev.79.08
Exist.
Sta.17+50.00
Elev.77.31
Exist.#441
Sta.17+58.11
Elev. 82.50
2.00%
-4.00% -2.00% -2.00% -2.00%
Elev. 82.23
-4.00%
-2.00% -2.00%
Elev. 79.80
0.00%
-4.00%
-2.00% -2.00%
-25.0% 2.00%
-2.00%
2.00%
2.00% 10.0% 14.2%
-24.0%
O/S-22.29 LT.
2.00%
O/S-22.52 RT.
O/S-31.07 RT.
O/S-37.88 RT.
CUT = 19.50 C.Y.
FILL = 3.70 C.Y.
CUT = 10.34 C.Y.
FILL = 9.79 C.Y.
75
80
85
90
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
17+25.00
75
80
85
90
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
C
L
CL
Elev. 81.15
O/S-22.29
Elev.79.30
Exist.
Sta.17+44.84
Elev.80.53
Exist.
Sta.17+25.00
Elev.79.77
Exist.
Sta.17+37.22
Elev.81.11
Exist.
Sta.17+25.00
O/S59.86
Elev.80.52
Exist.
Sta.17+25.00
O/S-22.46
O/S-22.52 O/S-30.90
-3.00%
2.00%
2.00%-4.00%
CUT = 20.25 C.Y.
FILL = 6.19 C.Y.
CUT = 23.75 C.Y.
FILL = 4.24 C.Y.
Exist. Retaining Wall
-4.00%
-2.00% -2.00% -3.00%
11.6%
EXIST.
_____
20
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

21. 70
75
80
85
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
17+76.00
70
75
80
85
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
HIGHWAYDivision:Filename:...MSTA021_XSECT_18+00_010.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
70
75
80
85
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
18+00.00
70
75
80
85
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
85
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
18+08.00
65
70
75
80
85
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
70
75
80
85
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
18+36.00
70
75
80
85
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. 18+00.00 to Sta. 18+36.00
CL
CL
CL
C
L
C
L
C
L
C
L
C
L
Elev.77.03
Exist.
Sta.17+76.00
Elev.79.41
Exist.#441
Sta.17+88.41
Elev.79.27
Exist.
Sta.17+76.00
Elev.77.31
Exist.#441
Sta.17+58.11
Elev.79.41
Exist.#441
Sta.17+88.41
O/S19.17 RT.
Elev.72.32
Exist.10" UNK
Sta.18+14.20
Elev.79.41
Exist.#441
Sta.17+88.41
Elev.72.32
Exist.10" UNK
Sta.18+14.20
Elev.76.45
Exist.
Sta.18+36.00
Elev.76.40
Exist.#441
Sta.18+34.86
Elev.74.72
Exist.
Sta.18+39.03
Elev.72.32
Exist.10" UNK
Sta.18+14.20
Elev. 77.10
2.00% -2.00%
2.00%
Elev. 76.68
-2.00%
Elev. 75.78
0.00% 2.00% -2.00%
O/S-41.02 LT.O/S-41.18 LT.
O/S-56.69 LT.
O/S-37.88 RT.
-2.00%2.00%-0.35%
2.00% -10.0 -18.0%
O/S-41.18 LT.
-25.0% -10.7%
O/S-41.18 LT.
2.00%
O/S-19.17 RT.
0.00%
O/S-19.41 LT.
O/S-41.13 LT. O/S-41.15 LT.
O/S-19.17 RT.
Elev. 78.40
FILL = 4.08 C.Y.
CUT = 3.31 C.Y.
FILL = 9.80 C.Y.
CUT = 11.77 C.Y.
FILL = 15.00 C.Y.
CUT = 6.15 C.Y.
FILL = 11.48 C.Y.
-2.00% -10.0%
-3.35% -1.13% -2.59%
-2.76%
-0.34% -2.21%
-25.0-2.08%-0.07%
-2.56%
-10.0%
-1.86%
0.86% -1.64%
CUT = 2.36 C.Y.
_____
21
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

22. HIGHWAYDivision:Filename:...MSTA022_XSECT_18+50_011.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
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
18+50.00
65
70
75
80
85
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
85
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
18+56.00
65
70
75
80
85
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
85
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
19+00.00
65
70
75
80
85
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. 18+50.00 to Sta. 19+00.00
C
L
C
L
C
L
C
L
CL
CL
Elev.76.31
Exist.
Sta.18+50.00
Elev.76.40
Exist.#441
Sta.18+34.86
Elev.74.72
Exist.
Sta.18+39.03
Elev.71.83
Exist.10" UNK
Sta.18+39.88
O/S60.01 RT.
Elev.75.32
Exist.
Sta.18+74.79
Elev.76.40
Exist.#441
Sta.18+34.86
Elev.74.72
Exist.
Sta.18+39.03
Elev.71.83
Exist.10" UNK
Sta.18+39.88
Elev.74.94
Exist.
Sta.18+77.28
Elev.75.16
Exist.CLUMP-3 4"
Sta.18+76.65
Elev.75.32
Exist.
Sta.18+74.79
Elev.74.48
Exist.
Sta.19+18.90
O/S24.99 RT.
Elev.62.27
Exist.10" UNK
Sta.19+18.45
Elev.74.94
Exist.
Sta.18+77.28
Elev.75.16
Exist.CLUMP-3 4"
Sta.18+76.65
Elev. 75.68
-2.00%
Elev. 75.70
Elev. 75.39
O/S-19.41 LT.
O/S-19.06 LT.
O/S-41.17 LT.O/S-41.13 LT.
O/S-19.06 LT.
O/S-19.41 LT.
O/S-41.13 LT.
O/S-56.39 RT.
O/S-58.66 RT.
O/S-60.01 RT.
O/S-24.35 RT.
O/S-56.39 RT.
O/S-58.66 RT.
CUT = 27.65 C.Y.
FILL = 0.00 C.Y.
CUT = 10.01 C.Y.
FILL = 0.00 C.Y.
CUT = 14.00 C.Y.
FILL = 1.30 C.Y.
-1.42%
-1.51%
MATCH EXISTING RAILROAD GRADE
-2.00%
-4.00% 1.33% -0.56%
1.33%
1.10% 1.44% -1.77% -1.77
O/S 20.0 RT.
Elev. 72.50
Sta. 18+49.48
Prop. 10" Opt. I Pipe
_____
22
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

23. HIGHWAYDivision:Filename:...MSTA023_XSECT_19+09_012.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
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
19+09.00
65
70
75
80
85
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
85
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
19+50.00
65
70
75
80
85
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
85
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
19+53.00
65
70
75
80
85
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. 19+09.00 to Sta. 19+53.00
CL
CL
C
L
C
L
CL
CL
Elev.74.15
Exist.
Sta.19+33.15
Elev.74.48
Exist.
Sta.19+18.90
Elev.62.27
Exist.10" UNK
Sta.19+18.45
Elev.75.12
Exist.
Sta.19+37.19
Elev.73.88
Exist.
Sta.19+47.85
Elev.73.65
Exist.
Sta.19+60.81
Elev.70.88
Exist.10" UNK
Sta.19+40.11
Elev.73.68
Exist.
Sta.19+41.15
Elev.74.15
Exist.
Sta.19+33.15
Elev.73.78
Exist.
Sta.19+66.48
Elev.75.10
Exist.
Sta.19+50.00
Elev.74.51
Exist.#441
Sta.19+53.24
Elev.75.12
Exist.
Sta.19+37.19
Elev.59.50
Exist.10" UNK
Sta.19+46.66
Elev.73.88
Exist.
Sta.19+47.85
Elev.59.63
Exist.10" UNK
Sta.19+47.45
Elev.69.11
Exist.10" UNK
Sta.19+59.79
Elev.73.65
Exist.
Sta.19+60.81
Elev.69.21
Exist.10" UNK
Sta.19+61.73
O/S19.87 RT.
Elev.70.88
Exist.10" UNK
Sta.19+40.11
Elev.73.68
Exist.
Sta.19+41.15
Elev.74.15
Exist.
Sta.19+33.15
Elev.73.78
Exist.
Sta.19+66.48
Elev.75.06
Exist.
Sta.19+53.00
Elev.74.51
Exist.#441
Sta.19+53.24
Elev.75.09
Exist.
Sta.19+53.00
Elev. 75.14
1.28%
Elev. 74.61
Elev. 74.62
-0.01% 2.00% 2.00%
O/S-22.07 RT.
O/S-24.35 RT.
O/S-24.99 RT.
2.00%
O/S-29.68 LT.
O/S-28.80 LT.
O/S-20.70 LT.O/S-29.68 LT.
O/S-19.97 RT. O/S-23.31 RT.
O/S-22.07 RT.
O/S-19.87 RT.
O/S-38.28 RT.O/S-38.72 RT.
2.00% 0.00%
O/S-66.37 LT.
O/S-20.68 LT.O/S-21.69 LT.
O/S-29.68 LT. O/S-20.70 LT. O/S-23.31 RT.
O/S-22.07 RT.
O/S-19.97 RT.
0.00%
O/S-38.61 RT. O/S-38.72 RT.
O/S-66.37 LT. O/S-67.87 RT.
CUT = 0.00 C.Y.
FILL = 0.00 C.Y.
CUT = 102.0 C.Y.
FILL = 0.00 C.Y.
CUT = 61.29 C.Y.
FILL = 10.05 C.Y.
-25.0%
1.13%0.64% -1.79% -1.97%
-0.28%-1.45%-2.00%
-10.0% -1.89% -2.89%
-0.38%-1.60% -1.89% -2.95%
_____
23
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

24. HIGHWAYDivision:Filename:...MSTA024_XSECT_20+00_013.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
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
20+00.00
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
65
70
75
80
85
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
20+43.00
65
70
75
80
85
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. 20+00.00 to Sta. 20+50.00
C
L
C
L
C
L
C
L
Elev.73.40
Exist.2.5 STORY WOOD FRAME
Sta.20+00.00
Elev.74.85
Sta.20+00.00
Elev.75.27
Exist.#441
Sta.19+87.50
Elev.76.99
Exist.#441
Sta.20+04.54
Elev.74.64
Exist.
Sta.20+00.00
Elev.74.85
Exist.
Sta.20+00.00
Elev.79.75
Exist.
Sta.20+65.56
Elev. 74.79
-4.00% -2.00% -2.00% -4.00%
Elev. 74.96
-4.00% -2.00% -2.00% -4.00%
O/S-34.52 LT.O/S-34.37 LT.
Exist.2.5 STORY WOOD FRAME
O/S-69.20 LT.
O/S-33.25 RT.
O/S-46.30 RT.O/S-52.01 RT.
2.00%
-25.0%
2.00%
O/S-23.01 RT.
4.00% 10.0%2.00%-0.60%
-28.0%
CUT = 0.00 C.Y.
FILL = 0.00 C.Y.
65
70
75
80
85
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
20+24.00
65
70
75
80
85
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
C
L
CL
Elev. 74.89
O/S32.32
Elev.74.99
Exist.
Sta.20+24.00
O/S33.25
Elev.76.99
Exist.#441
Sta.20+04.54
O/S48.75
Elev.75.43
Exist.
Sta.20+24.00
-4.00% -2.00% -2.00% -4.00% 2.00%2.00%-0.41%
FILL = 1.47 C.Y.
CUT = 11.61 C.Y.
CUT = 69.50 C.Y.
FILL = 0.00 C.Y.
_____
24
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

25. 65
70
75
80
85
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
20+50.00
65
70
75
80
85
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
HIGHWAYDivision:Filename:...MSTA025_XSECT_21+00_014.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
60
65
70
75
80
85
90
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
21+00.00
60
65
70
75
80
85
90
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
70
75
80
85
90
95
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
21+50.00
70
75
80
85
90
95
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. 21+00.00 to Sta. 21+50.00
C
L
CL
C
L
CL
CL
CL
Elev.79.75
Exist.
Sta.20+65.56
Elev.79.33
Exist.22"PINE
Sta.20+71.69
Elev.75.77
Exist.#441
Sta.21+16.24
Elev.75.17
Exist.#441
Sta.20+80.67
Elev.74.30
Exist.
Sta.21+02.84
Elev.73.74
Exist.
Sta.20+86.80
Elev.69.81
Exist.10" UNK
Sta.20+86.83
Elev.70.83
Exist.10" UNK
Sta.20+88.02
Exist.
Sta.20+87.84
Elev.75.02
Exist.
Sta.21+43.26
Elev.75.25
Exist.
Sta.21+64.73
Elev.85.86
Exist.
Sta.21+50.00
Elev.85.86
Exist.
Sta.21+50.00
Elev.86.08
Exist.#441
Sta.21+37.51
Elev.85.53
Exist.
Sta.21+50.00
Elev. 74.98
0.00% 2.00%
-4.00% -2.00% -2.00% -4.00%
Elev. 75.18
0.00% 2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 75.37
0.00% 2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
O/S-23.01 RT.
O/S-44.52 RT.
2.00% 0.00%
O/S-20.81 LT.
O/S-22.71 LT.
O/S-35.46 LT.
O/S-39.98 LT.
O/S-19.87 LT.
Elev.74.03
O/S-20.01 RT.
O/S-19.17 RT.
O/S-23.98 LT.
O/S-22.15 RT.
O/S-50.00 RT.O/S-54.78 RT.
O/S-54.92 RT.
O/S-63.66 RT.
CUT = 45.12 C.Y.
FILL = 15.72 C.Y.
CUT = 44.77 C.Y.
FILL = 16.18 C.Y.
CUT = 70.90 C.Y.
FILL = 4.10 C.Y.
-2.00%
-2.00%
_____
25
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

26. HIGHWAYDivision:Filename:...MSTA026_XSECT_22+00_015.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
90
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
22+00.00
65
70
75
80
85
90
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
85
90
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
22+50.00
65
70
75
80
85
90
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
85
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
22+89.00
65
70
75
80
85
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. 22+00.00 to Sta. 22+89.00
C
L
CL
CL
C
L
C
L
C
L
C
L
Elev.76.71
Exist.#441
Sta.22+15.18
Exist.16" ASH
Sta.22+04.68
Elev.76.42
Exist.#441
Sta.21+77.12
Elev.85.88
Exist.#441
Sta.22+23.30
Elev.85.48
Exist.
Sta.22+00.00
Exist.
Sta.22+00.00
Elev.75.53
Exist.
Sta.22+50.00 Elev.76.64
Exist.
Sta.22+50.00
Elev.71.75
Exist.10" UNK
Sta.22+56.68
Elev.74.97
Exist.
Sta.22+55.51
Elev.75.16
Exist.
Sta.22+66.11
Elev.75.16
Exist.
Sta.22+66.11
Elev.75.77
Exist.
Sta.22+89.00
Elev. 75.56
2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 75.75
2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 75.83
0.00% 2.00% -4.00% -2.00% -2.00% -4.00% 2.00%
O/S-39.64 LT.
O/S-44.54 LT.
25.0%
O/S-53.54 RT.
O/S-60.41 RT.
Elev.85.32
O/S-64.30 RT.
O/S-22.75 RT.
O/S-20.07 RT.
O/S-19.92 RT.
25.0%
O/S-44.67 LT.
O/S-56.39 LT.
O/S-22.75 RT. O/S-37.08 RT.
CUT = 87.46 C.Y.
FILL = 1.14 C.Y.
CUT = 33.64 C.Y.
FILL = 0.13 C.Y.
CUT = 81.49 C.Y.
FILL = 0.04 C.Y.
4.00%
_____
26
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

27. HIGHWAYDivision:Filename:...MSTA027_XSECT_23+00_016.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
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
23+00.00
65
70
75
80
85
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
70
75
80
85
90
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
23+39.00
70
75
80
85
90
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
85
90
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
23+50.00
65
70
75
80
85
90
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. 23+00.00 to Sta. 23+50.00
C
L
C
L
C
L
CL
C
L
CL
Elev.72.06
Exist.10" UNK
Sta.23+18.61
Elev.74.99
Exist.
Sta.23+19.55
Elev.81.96
Exist.
Sta.23+39.00
Elev.81.12
Exist.#441
Sta.23+37.37
Elev.81.98
Exist.
Sta.23+39.00
Elev.81.87
Exist.
Sta.23+39.00
Elev.72.06
Exist.10" UNK
Sta.23+18.61
Elev.74.99
Exist.
Sta.23+19.55
Elev.74.93
Exist.
Sta.23+53.69
Elev.81.86
Exist.
Sta.23+50.00
Elev.81.12
Exist.#441
Sta.23+37.37
Elev.81.93
Exist.
Sta.23+50.00
Elev.79.65
Exist.
Sta.23+50.00
Elev.79.32
Exist.
Sta.23+50.00
Elev.74.93
Exist.
Sta.23+53.69
Elev.76.46
Exist.
Sta.23+50.00
Elev. 75.65
2.00%
-4.00% -2.00% -2.00% -4.00% 2.00% 4.00%
O/S-20.48 RT.
O/S-20.73 RT.
2.00% -25.0%-4.00% -2.00% -2.00% -4.00%
2.00%
-25.0%
O/S-44.86 LT.
O/S-56.61 LT.
O/S-57.45 LT.O/S-65.62 LT.
O/S-20.73 RT. O/S-22.51 RT.
O/S-20.48 RT.
25.0%
-2.00%
-4.00% -2.00% -4.00%O/S-42.21 LT.
O/S-38.12 LT.
O/S-45.00 LT.
O/S-57.45 LT.
O/S-60.89 LT.
2.00%
25.0% O/S-22.51 RT.
O/S-61.28 RT.
Elev. 75.82
CUT = 53.00 C.Y.
FILL = 3.96 C.Y.
CUT = 40.62 C.Y.
FILL = 2.21 C.Y.
CUT = 39.10 C.Y.
FILL = 0.57 C.Y.
Elev. 75.57
_____
27
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

28. HIGHWAYDivision:Filename:...MSTA028_XSECT_23+78_017.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
90
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
23+78.00
65
70
75
80
85
90
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
85
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
24+00.00
65
70
75
80
85
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
85
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
24+05.00
65
70
75
80
85
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. 23+78.00 to Sta. 24+05.00
C
L
C
L
C
L
C
L
CL
CL
Elev.81.59
Exist.
Sta.23+78.00
Elev.81.60
Exist.
Sta.23+78.00
Elev.75.84
Exist.
Sta.23+83.98
Elev.74.93
Exist.
Sta.23+53.69
Elev.75.96
Exist.#441
Sta.23+89.36
Elev.76.35
Exist.
Sta.23+78.00
Elev.75.84
Exist.
Sta.23+83.98
Elev.75.96
Exist.#441
Sta.23+89.36
Elev.75.77
Exist.
Sta.24+00.00
Elev.76.05
Exist.
Sta.24+00.00
Elev.75.84
Exist.
Sta.23+83.98 Elev.76.92
Exist.#441
Sta.24+29.12
Elev.75.96
Exist.#441
Sta.23+89.36
Elev.75.82
Exist.
Sta.24+05.00
Elev.75.98
Exist.
Sta.24+05.00
Elev. 75.30
2.00%
-4.00% -2.00% -2.00% -4.00% 3.39%
Elev. 75.02
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 74.96
-4.00% -2.00% -2.00% -4.00%
2.00%
O/S-24.41 LT.
O/S-22.51 RT. O/S-35.50 RT. O/S-61.23 RT.
O/S-45.15 LT.
O/S-48.86 LT.
O/S-24.41 LT.
O/S-35.55 RT.
O/S-35.50 RT.
O/S-61.40 RT.
O/S-24.41 LT.
2.00%
10.0%
14.0%
O/S-35.53 RT.
O/S-35.50 RT.
O/S-58.94 RT.
FILL = 0.43 C.Y.
CUT = 10.68 C.Y.
CUT = 42.80 C.Y.
FILL = 0.00 C.Y.
CUT = 53.28 C.Y.
FILL = 17.09 C.Y.
25.0%
4.00%2.00%
10.0%
14.0%
_____
28
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

29. HIGHWAYDivision:Filename:...MSTA029_XSECT_24+21_018.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
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
24+21.00
65
70
75
80
85
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
85
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
24+43.00
65
70
75
80
85
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
85
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
24+50.00
65
70
75
80
85
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. 24+21.00 to Sta. 24+50.00
C
L
CL
CL
C
L
CL
C
L
O/S34.50 RT.
Elev.76.92
Exist.#441
Sta.24+29.12
Elev.73.82
Exist.
Sta.24+59.07
Elev.76.92
Exist.#441
Sta.24+29.12
Elev.76.86
Exist.
Sta.24+43.00
Elev.75.63
Exist.
Sta.24+43.00
Elev.77.87
Exist.#441
Sta.24+74.85
Elev.73.82
Exist.
Sta.24+59.07
Elev.76.92
Exist.#441
Sta.24+29.12
Elev.76.87
Exist.
Sta.24+50.00
Elev.75.97
Exist.
Sta.24+50.00
Elev. 74.51
-4.00%
-2.00% -2.00% -4.00%
Elev. 74.43
-4.00% -2.00% -2.00% -4.00%
2.00%
O/S-22.70 RT.
2.00%
2.00%
10.0%
14.0%
O/S-34.57 RT.
O/S-34.50 RT.
O/S-49.24 RT.
O/S-46.03 LT.
2.00%
25.0%
O/S-22.70 RT.
O/S-34.57 RT.
O/S-34.50 RT.
O/S-50.68 RT.
Elev. 74.76
2.00% 10.0%
CUT = 17.19 C.Y.
FILL = 6.83 C.Y.
CUT = 49.94 C.Y.
FILL = 0.54 C.Y.
-2.00%
-4.00%
-2.00% -4.00%
CUT = 38.98 C.Y.
FILL = 11.45 C.Y.
_____
29
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

30. HIGHWAYDivision:Filename:...MSTA030_XSECT_24+73_019.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
65
70
75
80
85
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
24+73.00
65
70
75
80
85
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
85
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
24+86.00
65
70
75
80
85
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
85
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+00.00
65
70
75
80
85
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. 24+73.00 to Sta. 25+00.00
CL
C
L
C
L
C
L
CL
C
L
Elev.75.35
Exist.
Sta.24+73.00
Elev.77.87
Exist.#441
Sta.24+74.85
Elev.77.82
Exist.
Sta.24+73.00
Elev.73.82
Exist.
Sta.24+59.07
Elev.76.05
Exist.#441
Sta.25+04.89
Elev.77.87
Exist.#441
Sta.24+74.85
Elev.74.18
Exist.2 STORY WOOD FRAME
Sta.24+86.00
Elev.73.60
Exist.2 STORY WOOD FRAME
Sta.24+86.00
Elev.75.69
Exist.
Sta.25+00.00
Elev.76.19
Exist.
Sta.25+00.00
Elev.76.04
Exist.#441
Sta.25+04.89
Elev.72.87
Exist.
Sta.25+15.00
Elev.66.81
Exist.10" UNK
Sta.25+15.80
Elev.74.16
Exist.2 STORY WOOD FRAME
Sta.25+00.00
Elev.72.04
Exist.2 STORY WOOD FRAME
Sta.25+00.00
Elev. 73.94
-4.00% -2.00% -2.00% -4.00%
O/S-22.70 RT.
O/S-45.95 LT.O/S-46.03 LT.
O/S-61.95 LT.
-2.00%
-4.00%
-2.00% -4.00%
-2.00%
-4.00%
-2.00% -4.00% 2.00% 10.0%
2.00%
25.0%
O/S-46.25 LT.
O/S-46.03 LT.
O/S-32.81 RT. O/S-50.58 RT.
O/S-46.25 LT.
O/S-46.35 LT.
2.00%
10.0% 2.00% -0.52%
O/S-64.89 LT.
O/S-33.14 RT.
O/S-44.83 RT.
O/S-18.96 RT.
O/S-19.56 RT.
2.00% -0.49%2.00%
25.0%
Elev. 74.19
Elev. 74.07
CUT = 28.49 C.Y.
FILL = 3.50 C.Y.
CUT = 25.77 C.Y.
FILL = 3.79 C.Y.
CUT = 32.70 C.Y.
FILL = 7.50 C.Y.
4.00%
_____
30
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

31. HIGHWAYDivision:Filename:...MSTA031_XSECT_25+32_020.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
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
25+32.00
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
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
25+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
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
25+67.00
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
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
26+00.00
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. 25+32.00 to Sta. 26+00.00
C
L
CL
C
L
CL
C
L
C
L
CL
CL
Elev.74.10
Exist.#441
Sta.25+54.50
Elev.72.87
Exist.
Sta.25+15.00
Elev.66.81
Exist.10" UNK
Sta.25+15.80
Elev.73.13
Exist.
Sta.25+42.45
Elev.74.10
Exist.#441
Sta.25+54.50
Elev.73.12
Exist.
Sta.25+42.45
Elev.73.23
Exist.2 STORY WOOD FRAME
Sta.25+67.00
Elev.73.96
Exist.2 STORY WOOD FRAME
Sta.25+67.00
Elev.74.10
Exist.#441
Sta.25+54.50
Elev.72.74
Exist.
Sta.25+81.89
Elev.66.76
Exist.10" UNK
Sta.25+83.09
Elev.73.13
Exist.
Sta.25+42.45
Elev.72.74
Exist.
Sta.25+81.89
Elev.66.76
Exist.10" UNK
Sta.25+83.09
Elev.72.41
Exist.
Sta.26+19.95 Elev.74.14
Exist.#441
Sta.26+02.55
Elev.74.04
Exist.1.5 STORY WOOD
Sta.26+00.00
Elev.73.86
Exist.1.5 STORY WOOD
Sta.26+00.00
/S-22.98 LT.
Elev. 73.43
2.00%
-4.00% -2.00% -2.00% -4.00% 2.00%
O/S-39.95 LT.
O/S-19.56 RT.
O/S-18.96 RT. O/S-22.36 RT.
-2.00%
-4.00% -2.00% -4.00%
-2.00%
-4.00% -2.00% -4.00%2.00%
10.0% 2.00% -10.0%
-18.0%
O/S-39.95 LT. O/S-22.36 RT.
2.00%
10.0% 2.00% -25.0%
O/S-23.15 LT.
O/S-40.34 LT.O/S-39.95 LT.
O/S-62.57 LT. O/S-22.36 RT.
0.00%
-1.76%
O/S-23.15 LT.
O/S-22.98 LT.
O/S-22.52 RT.
O/S-32.59 RT.
O/S-32.48 RT.
O/S-50.82 RT.
2.00% -0.56%-2.00%
-4.00% -2.00% -4.00%2.00%
-4.00%
Elev. 73.54
Elev. 73.67
Elev. 73.25
CUT = 37.81 C.Y.
FILL = 5.43 C.Y.
FILL = 1.49 C.Y.
CUT = 14.14 C.Y.
FILL = 1.76 C.Y.
CUT = 53.66 C.Y.
FILL = 19.53 C.Y.
CUT = 37.38 C.Y.
_____
31
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

32. HIGHWAYDivision:Filename:...MSTA032_XSECT_26+08_021.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
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
26+08.00
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
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
26+50.00
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
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
26+71.00
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
Sta. 26+08.00 to Sta. 26+71.00
C
L
CL
C
L
CL
C
L
C
L
Elev.72.29
Exist.
Sta.26+30.82
Elev.66.76
Exist.10" UNK
Sta.25+83.09
Elev.72.41
Exist.
Sta.26+19.95
Elev.74.14
Exist.#441
Sta.26+02.55
Elev.74.49
Exist.
Sta.26+08.00
Elev.72.29
Exist.
Sta.26+30.82
Elev.65.09
Exist.10" UNK
Sta.26+33.97
Elev.72.66
Exist.
Sta.26+35.05
Elev. 73.21
-4.00% -4.00% 2.00% -4.00% -2.00% -2.00% -4.00%
Elev. 73.05
2.00%
-4.00% -2.00% -2.00% -4.00%
2.00%
Elev. 72.99
2.00%
-4.00% -2.00% -2.00% -4.00%
O/S-48.11 LT.
O/S-22.52 RT.
O/S-32.48 RT.
O/S-33.90 RT.2.00% -0.55%
O/S-22.98 LT.
O/S-23.92 LT.
O/S-23.90 LT.
-25.0%-25.0%
O/S-48.11 LT.
-25.0%
-4.00% -12.0%
-18.0%
FILL = 14.61 C.Y.
CUT = 26.68 C.Y.
FILL = 6.91 C.Y.
CUT = 36.92 C.Y.
FILL = 8.62 C.Y.
CUT = 33.86 C.Y.
_____
32
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

33. HIGHWAYDivision:Filename:...MSTA033_XSECT_27+00_022.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
60
65
70
75
80
85
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
27+00.00
60
65
70
75
80
85
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
27+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
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
27+88.00
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
Sta. 27+00.00 to Sta. 27+88.00
C
L
C
L
C
L
C
L
C
L
CL
Elev.75.84
Exist.
Sta.27+00.00
Elev.75.78
Exist.
Sta.27+00.00
Elev.74.78
Exist.
Sta.27+50.00
Elev.74.34
Exist.
Sta.27+50.00
Elev.72.30
Exist.
Sta.27+41.75
Elev.71.86
Exist.16" ASH
Sta.27+43.88
Elev.74.03
Exist.
Sta.27+88.00
Elev.74.93
Exist.#441
Sta.27+85.85
Elev.73.93
Exist.
Sta.27+88.00
O/S-41.32 LT.O/S-57.15 LT.
O/S-50.51 LT. O/S-29.82 LT.
O/S-29.58 LT.
O/S-57.62 LT.
O/S-35.42 LT.
O/S-23.08 RT. O/S-31.12 RT.
Elev. 72.95
-4.00% -2.00% -2.00% -4.00%
2.00%
-4.00% -12.0%
-18.0%
-2.00%-4.00% -2.00% -4.00%
2.00%5.21%
-4.00% -12.0%
-18.0%
-4.00% -2.00% -2.00% -4.00%
2.00%
25.0%
-4.00% -12.0%
-18.0%
Elev. 72.95
Elev. 73.01
CUT = 45.20 C.Y.
CUT = 22.34 C.Y.
CUT = 62.88 C.Y.
FILL = 23.57 C.Y.
FILL = 6.65 C.Y.
FILL = 2.24 C.Y.
_____
33
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

34. HIGHWAYDivision:Filename:...MSTA034_XSECT_28+00_023.dgnUsername:Date:7/28/2015Katherine.S.Gray
DESIGN-DETAILED
BYDATEPROJ.MANAGER
SHEET NUMBER
FIELDCHANGES
REVISIONS1
REVISIONS2
REVISIONS3
REVISIONS4
CHECKED-REVIEWED
OF
DESIGN2-DETAILED2
DESIGN3-DETAILED3
PIN
HIGHWAYPLANS
DEPARTMENTOFTRANSPORTATION
STATEOFMAINE
DATE
SIGNATURE
P.E.NUMBER
CROSSSECTIONS
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
28+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
28+33.00
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
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
28+48.00
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. 28+00.00 to Sta. 28+48.00
C
L
C
L
C
L
CL
CL
C
L
C
L
Elev.73.78
Exist.
Sta.28+00.00
Elev.74.93
Exist.#441
Sta.27+85.85
Elev.73.80
Exist.
Sta.28+00.00
Elev.73.73
Exist.RAILROAD AVE
Sta.28+33.00
Elev.73.44
Exist.
Sta.28+60.63
O/S-26.67 LT.
O/S-29.82 LT.
O/S-47.24 LT.
O/S-27.70 LT.
O/S-31.27 RT.
Elev. 73.05
-2.20% -1.10% -2.00% -4.00%
2.00%
-4.00% -12.0%
-18.0%
-0.40%-1.10% -2.00% -3.20% 0.95%
2.00%4.00%
-0.16% -1.40% -2.84%-0.53%
Elev. 73.78
Elev. 73.53
FILL = 0.00 C.Y.
CUT = 10.98 C.Y.
FILL = 59.4 C.Y.
CUT = 70.32 C.Y.
FILL = 7.47 C.Y.
CUT = 0.00 C.Y.
MATCH EXISTING RAILROAD GRADE
_____
34
STP-2029(100)
38
20291.10
BIDDEFORD
MAINSTREET
__________
______
______
______
______
______
______
______
______
____________
K.GRAY____________
S.HAYDENT.WHITE
________________________
DEC2014
______
R.BETZ

35. IPF IPF
IPF
SillEL
W
IPF
SillEL
IPF
SillEL
SillEL
IPF
W
W
SillEL
SillELSillEL
SillEL
T
IPF
W
MAIN STREET
STATE AID HIGHWAY NO."13"
20’ PASSAGE WAY
TOWELLS
TOSACO
ON FILE AT THE MAINE HISTORICAL SOCIETY
DATED - 1848
AT SACO & BIDDEFORD MAINE
OF SACO WATER POWER CO.
PLAN OF LAND
ON FILE AT THE MAINE HISTORICAL SOCIETY
DATED - 1848
AT SACO & BIDDEFORD MAINE
OF SACO WATER POWER CO.
PLAN OF LAND
G
R
ID
N
O
R
T
H
M
A
IN
E
2
0
0
0
W
E
S
T
Z
O
N
E
+13*
+66* +17* +81* +81*
9,016* S.F. (CALC.)
TOTAL AREA =
160* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (7)
BENSON LAM
XIAO YIN HUANG
+14*
212* S.F.
+93*
APARTMENTS, LLC
UPPER MAIN
+84*
33* S.F.
+85* +92* +01*
91* S.F.
94* S.F.
6,731* S.F. (CALC.)
TOTAL AREA =
94* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (3)
ENTERPRISES, LLC
DAILY DOUBLE
+01*
+08*
17*S.F.
BEGIN B.L.
STATE AID HIGHWAY NO.13 /MAIN STREET
9,283* S.F. (PER CITY)
TOTAL AREA =
108* S.F. (2)
TEMP. CONST. RIGHTS =
ITEM NO. (1)
MANAGEMENT, LLC
SHAI PROPERTY
COMBINED FACTOR - 0.9999767
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - US STATE PLANE NAD83(2011)
CONTROL INFORMATION
8,383* S.F. (CALC.)
TOTAL AREA =
212* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (2)
ELMAIN, CORP.
+14.5
12’
COMMON
PASSAGEWAY
P.L.
P.L.
P.L. P.L.
3’
4,133* S.F. (DEED)
TOTAL AREA =
102* S.F. (2)
TEMP. CONST. RIGHTS =
ITEM NO. (9)
ANTHONY D. TROTTIER
DAVID R. TROTTIER
LOT 2
LOT 1
LOT2
LOT1
8’PASSAGEWAY
PINGREE PROPERTIES, LLC
+13*
+06.5
TOTAL AREA = 9,752* S.F. (CALC.)
TEMP. CONST RIGHTS = 33* S.F. (1)
ITEM NO (37)
JOSHUA W. BROCKMAN
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.
P.L.
P.L.
TEMP. CONST.
LIMITS
SIDEWALK
SIDEWALK
TEMP. CONST.
LTS.
127* S.F.
4,795*S.F.(DEED)
TOTALAREA=
127*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(4)
ENWAPARTMENTS,LLC
TEMP. CONST. LTS.
124* S.F.
TEMP. CONST. LTS.
131* S.F.
+25
TEMP.
CONST. LTS.160* S.F.
5,663*S.F.(PERCITY)
TOTALAREA=
131*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(6)
BUSHWOODEQUITY,LLC
FENCE
COVERED PORCH
STAIRS
+22
55* S.F.
TEMP. CONST. LIMITS
TEMP.
SIDEWALK
SIDEWALK
SIDEWALKSIDEWALK
BUILDING
BUILDINGBUILDINGBUILDINGBUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
SIDEWALK
TEMP. CONST. LIMITS
CONST.
P.L.
LIMITS
6,888* S.F. (CALC.)
TOTAL AREA =
240* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (8)
KMMS, LLC
»¿240
SIDEWALK
SIDEWALKSIDEWALK
SIDEWALK
SIDEWALK
TEMP.
LIMITS
TEMP.
CONST.
BUILDING
4,545*S.F.(CALC.)
TOTALAREA=
124*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(5)
WALTERA.GRAF,JR.
TAX MAPS 37 & 38
1) CITY OF BIDDEFORD
TAX MAP INFORMATION
MAY 7, 1877 50’ WIDE
BOOK 1, PAGE 92-94
A) CITY OF BIDDEFORD
6) WESTERN AVENUE
PER CITY COUNCIL IN 1979
RECOGNIZED AND MAINTAINED STREET
A) CITY OF BIDDEFORD
5) HORRIGAN COURT
AUGUST 22, 1876 50’ WIDE
BOOK 1, PAGE 85-87
A) CITY OF BIDDEFORD
4) HARVEY STREET (F/K/A WAKEFIELD STREET)
JUNE 5, 1858 50’ WIDE
BOOK 1, PAGE 32
A) CITY OF BIDDEFORD
3) ST. MARYS STREET
JUNE 21, 1869 50’ WIDE
BOOK 1 , PAGE 67
A) CITY OF BIDDEFORD
2) BRADBURY STREET
1869 3 RODS WIDE (49.5’)
VOLUME 22, PAGE 99
YORK COUNTY COMMISSIONERS RECORDS
B) FROM ABOUT STATION 28+00 TOWARDS SOUTH STREET
ON FILE AT THE BIDDEFORD HISTORICAL SOCIETY
JUNE 4, 1847 4 RODS WIDE (66’)
VOLUME 5, PAGE 9
CITY OF BIDDEFORD RECORDS
A) ELM STREET TO ABOUT STATION 28+00
1) MAIN STREET
EXISTING RIGHT OF WAY INFORMATION
PLAN SHOWING A DIVISION OF LAND
FOR TROTTIER DEVELOPMENT, CO
347 MAIN STREET, BIDDEFORD MAINE
BY JOHN E. PERRY, JR.
DATED DECEMBER 21, 2009
UNRECORDED
U.S.ROUTE1/ELMSTREET
STATEHIGHWAY"1"
10+00 11+00 12+00 13+00 14+00
POB=STA.10+00.00
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORD
SHEET NUMBER
OF
DATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
RIGHTOFWAYMAP
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
ITEMTECHCHECKED
RIGHT-OF-WAY MAP
WIN
PLAN FILED IN PLAN BOOK PAGE
HIGHWAYDivision:Filename:...10ROWMSTA035_RWPLAN1.dgnUsername:Date:7/28/2015Katherine.S.Gray 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
AREAS
EXISTINGCONDITIONPLAN
FINALRIGHTOFWAY
between abutters are approximate and for general reference purposes only.
See sheet X of this plan set for coordinates. (3) Other boundary lines, including lines
Exceptions: (1) No separate survey report, (2) Monumentation only as shown on plan.
Maine Board of Licensure for Professional Land Surveyors 02-360 CMR, Chapter 90;
are based upon a survey conforming to the Standards of Practice promulgated by the
To the best of my knowledge and belief the Highway Right of Way lines depicted hereon
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
Well
WELL
Existing Proposed
Ditch
16STATEHOUSESTATION-AUGUSTA,ME04333-0016-207-624-3460
CHAIN LINK BARB WIRE STOCKADE
Replacement Pin Set
Iron Rod Found
Retaining Wall
Mailbox
Rock/Boulder Flag Pole
Existing Proposed
Curbing
Scale of Feet
0
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
20 20 40 60 80
20291.10
FEDERAL AID PROJECT NO. STP-2029(110)
BIDDEFORD
BIDDEFORD
YORK COUNTY
STATE AID HIGHWAY NO. 13
MAIN STREET
G.L.L.
G.L.L.
JANUARY 2015
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 1 OF 4SCALE 1"= 20’
D.O.T. FILE NO. 16-505
35
38

36. IPF
IPFIPF IPFIPF
IPFIPF
IPFIPF
IPF
SillEL
IPF
W
SillEL
W
IPF
SillEL
IPF
SillEL
W
SillEL
IPF
R R
SillEL
W
W
SillEL
IPF
SillEL
SillEL
SillEL
G
STB
IPF
IPF
SillEL
W
3’RIGHTOFWAY
APPROX.LOCATION
BRADBURYSTREET
PLAN V2 ME/98
LAST REVISION DATE - APRIL 12, 1983
DATED - JUNE 30, 1914
STATION 5212+10 TO STATION 5265+20
OPERATED BY THE BOSTON AND MAINE RAILROAD
BOSTON AND MAINE RAILROAD
RIGHT OF WAY AND TRACK MAP
PLAN BOOK 305, PAGE 29
YORK COUNTY REGISRY OF DEEDS
DATED - AUGUST 26, 2005
BY DOW & COULOMBE, INC.
FOR VACATION PROPERTIES, INC.
PLAN SHOWING A BOUNDARY SURVEY
RECORDING DATE - MAY 21, 1926
PLAN BOOK 10, PAGE 39
YORK COUNTY REGISTRY OF DEEDS
BY R. W. LIBBY
OF PEPPERELL MANUFACTURING CO.
PLAN OF PROPERTY
G
R
ID
N
O
R
T
H
M
A
IN
E
2
0
0
0
W
E
S
T
Z
O
N
E
+93*
+71* +76*
113* S.F.
+99 +93*
+12*
+42* +72 +86
149* S.F.
+14*
+28* +42*
T.C.R.
65* S.F.
+55*
+75*
105* S.F.
+38 +58*
T.C.R.
99* S.F.
+65*
298* S.F.
TEMP. CONST. LIMITS
428* S.F.
+78
+94+84*
+89*
T.C.L.
58* S.F.
+58*
TEMP.CONST. LTS.
+11*
92* S.F.
RACHAELWEYAND
T.C.L.
7* S.F.
APARTMENTS, LLC
UPPER MAIN
STATE AID HIGHWAY NO.13 /MAIN STREET
ST.MARYSSTREET
COMBINED FACTOR - 0.9999767
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - US STATE PLANE NAD83(2011)
CONTROL INFORMATION
5,506* S.F. (CALC.)
TOTAL AREA =
7* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (10)
APARTMENTS, LLC
UPPER MAIN
7,542* S.F. (CALC.)
TOTAL AREA =
228* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (12)
ENW APARTMENTS, LLC
12, 681* S.F. (CALC.)
TOTAL AREA =
92* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (13)
MAHFUZ A. FULLI
TOTAL AREA = 10,624* S.F. (CALC.)
TEMP. CONST. RIGHTS = 209* S.F. (3)
ITEM NO. (14)
ELIZABETH S. WHITE
DAVID E. WHITE
4,133* S.F. (DEED)
TOTAL AREA =
102* S.F. (2)
TEMP. CONST. RIGHTS =
ITEM NO. (9)
ANTHONY D. TROTTIER
DAVID R. TROTTIER
LOT 2
LOT 1
LOT 2
LOT 1
LOT2
LOT1
26’
12’PASSAGEWAY
APPROX.C.L.OFHOUSE
(SURVEY PLAN)
TOTAL AREA = 10,154* S.F.
TEMP. CONST. RIGHTS = 102* S.
ITEM NO. (19)
VACATION PROPERTIES, INC.
18,295*S.F.(PERTOWN)
TOTALAREA=
298*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(20)
ABILITYEQUIPMENTSALES,INC.
TKN, LLC
+21.2
+24*
15* S.F.
+20.7* +26
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.
P.L.
P.L.
P.L. P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
+09*
45* S.F.
25* S.F.
6,488*S.F.(CALC.)
TOTALAREA=
90*S.F.(2)
TEMP.CONST.RIGHTS=
ITEMNO.(16)
CHERYLERICKSON
RICHARDERICKSON
COVERED PORCH
STAIRS
+22
55* S.F.
TEMP. CONST. LIMITS
FENCE
TEMP. CONST.
LTS.
SIDEWALK SIDEWALK
TEMP. CONST. LIMITS
TEMP. CONST.
LIMITS
228* S.F.
SIDEWALK SIDEWALK SIDEWALK
TEMP. CONST. LTS.
15* S.F.
TEMP. CONST. LIMITS
TEMP. CONST. LIMITS
LIMITS
CONST.
TEMP.
SIDEWALK
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
SIDEWALK
TEMP.
TEMP. CONST. LIMITS
TEMP. CONST. LIMITS
+52*
SIDEWALK
SIDEWALK
SIDEWALKSIDEWALKSIDEWALK
SIDEWALK
BUILDING
BUILDING
P.L.
217* S.F.
TO
TA
L
A
R
EA
=
6,575*
S
.F.
(D
EED
)
TEM
P.
C
O
N
S
T.
R
IG
H
TS
=
58*
S
.F.
(1)
ITEM
N
O
.
(38)
S
ETH
S
.
H
A
R
K
N
ES
S
»¿47
3,293* S.F. (CALC.)
TOTAL AREA =
217* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (15)
LIVING TRUST
RODNEY L. BELANGER & PRISCILLE P. BELANGER
PRISCILLE P. BELANGER, TRUSTEE
RODNEY L. BELANGER, TRUSTEE
PLAN SHOWING A DIVISION OF LAND
FOR TROTTIER DEVELOPMENT, CO
347 MAIN STREET, BIDDEFORD MAINE
BY JOHN E. PERRY, JR.
DATED DECEMBER 21, 2009
UNRECORDED
PLAN BOOK 3, PAGE 14
YORK COUNTY REGISTRY OF DEEDS
DATED - JULY 14, 1886
FOR LOT "A" OF B. & M. R.R.
LOT "B" OF MRS. L. E. STAFFORD
PLAN OF LAND EXCHANGED
2,153*S.F.(CALC.)
TOTALAREA=
128*S.F.(2)
TEMP.CONST.RIGHTS=
ITEMNO.(11)
LINDAL.CAOUETTE
TOTAL AREA = VAST HOLDINGS
TEMP. CONST. RIGHTS = 428* S.F. (1)
ITEM NO. (17)
BOSTON AND MAINE RAILROAD
TOTAL
AREA
=
VAST
HOLDINGS
TEM
P.CONST.RIGHTS
=
204*
S.F.(2)
ITEM
NO.(18)
BOSTON
AND
M
AINE
RAILROAD
14+00 15+00 16+00 17+00 18+00 19+00
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORD
SHEET NUMBER
OF
DATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
RIGHTOFWAYMAP
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
ITEMTECHCHECKED
RIGHT-OF-WAY MAP
WIN
PLAN FILED IN PLAN BOOK PAGE
HIGHWAYDivision:Filename:...10ROWMSTA036_RWPLAN2.dgnUsername:Date:7/28/2015Katherine.S.Gray 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
AREAS
EXISTINGCONDITIONPLAN
FINALRIGHTOFWAY
between abutters are approximate and for general reference purposes only.
See sheet X of this plan set for coordinates. (3) Other boundary lines, including lines
Exceptions: (1) No separate survey report, (2) Monumentation only as shown on plan.
Maine Board of Licensure for Professional Land Surveyors 02-360 CMR, Chapter 90;
are based upon a survey conforming to the Standards of Practice promulgated by the
To the best of my knowledge and belief the Highway Right of Way lines depicted hereon
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
Well
WELL
Existing Proposed
Ditch
16STATEHOUSESTATION-AUGUSTA,ME04333-0016-207-624-3460
CHAIN LINK BARB WIRE STOCKADE
Replacement Pin Set
Iron Rod Found
Retaining Wall
Mailbox
Rock/Boulder Flag Pole
Existing Proposed
Curbing
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
Scale of Feet
020 20 40 60 80
20291.10
FEDERAL AID PROJECT NO. STP-2029(110)
BIDDEFORD
BIDDEFORD
YORK COUNTY
STATE AID HIGHWAY NO. 13
MAIN STREET
G.L.L.
G.L.L.
JANUARY 2015
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 2 OF 4SCALE 1"= 20’
D.O.T. FILE NO. 16-505
36
38

37. IPF
IPF IPFIPF IPF
IPFIPF
IPF
IPF
IPF
IPF
IPFIPF
IPF
IPF
SillEL
SillEL
IPF
SillEL
WW
SillEL
SillEL
IPF
SillEL
W
IPF
IPFIPF
W
SillEL
W
IPF
SillEL
SillEL
SillEL
SillEL
W
SillEL
IPF
SillEL
IPF
W
SillEL
HARVEYSTREETHARVEYSTREET
RIGHT OF WAY
Y.C.R.D. BK. 380, PG. 503
PLAN BOOK 305, PAGE 29
YORK COUNTY REGISRY OF DEEDS
DATED - AUGUST 26, 2005
BY DOW & COULOMBE, INC.
FOR VACATION PROPERTIES, INC.
PLAN SHOWING A BOUNDARY SURVEY
G
R
ID
N
O
R
T
H
M
A
IN
E
2
0
0
0
W
E
S
T
Z
O
N
E
+58*
T.C.R.
99* S.F.
+18* +38
T.C.R.
102* S.F. 109 S.F.
+10*
+47*
T.C.L.
83* S.F.
+86* +97* +58* +92*
+15*
189* S.F.
+33*+80*
172* S.F.
+80* +81*
170* S.F.
+20*
+14*
272* S.F.
+09*+22*+32*
346* S.F.
PAYTON E. HURLIN
+65*
298* S.F.
STATE AID HIGHWAY NO.13 /MAIN STREET
COMBINED FACTOR - 0.9999767
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - US STATE PLANE NAD83(2011)
CONTROL INFORMATION
22,552* S.F. (CALC.)
TOTAL AREA =
346* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (21)
CATHY T. LANGEVIN
WILLIAM R. LANGEVIN
6,455* S.F. (CALC.)
TOTAL AREA =
535* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (25)
PAYTON E. HURLIN
3,948* S.F. (CALC.)
TOTAL AREA =
272* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (27)
MATTHEW BROOKER
13,250* S.F. (CALC.)
TOTAL AREA =
344* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (28)
YVON J. PAQUET
5,300*S.F.(CALC.)
TOTALAREA=
172*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(30)
LISAM.BARDEN
5,230*S.F.(CALC.)
TOTALAREA=
211*S.F(1)
TEMP.CONST.RIGHTS=
ITEMNO.(31)
THOMASSANGILLO
4,664*S.F.(CALC.)
TOTALAREA=
83*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(23)
APEXPROPERTIES,LLC
10’RIGHTOFWAY
5,026*S.F.(CALC.)
TOTALAREA=
109*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(22)
LILACPROPERTIES,LLC
PROPERTIES, INC.
VACATION
(SURVEY PLAN)
TOTAL AREA = 10,154* S.F.
TEMP. CONST. RIGHTS = 102* S.F. (1)
ITEM NO. (19)
VACATION PROPERTIES, INC.
24’RIGHTOFWAY
18,295*S.F.(PERTOWN)
TOTALAREA=
298*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(20)
ABILITYEQUIPMENTSALES,INC.
386 MAIN STREET, LLC
8’RIGHT OFWAY
2,552*S.F.(CALC.)
TOTALAREA=
170*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(29)
JAFENTERPRISE,LLC
12’ PASSAGEWAY
HORRIGANCOURT
10’RIGHTOFWAY
+63
535* S.F.
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.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
P.L.
TEMP.
CONST.
LIMITS
SIDEWALK SIDEWALK
SIDEWALK
BUILDING
BUILDING
BUILDINGBUILDING
BUILDING
TEMP. CONST. LIMITS
142* S.F.
6,147.5* S.F. (DEED)
TOTAL AREA =
142* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (24)
DENISE J. DUNN
DAVID A. DUNN
SIDEWALK SIDEWALK
BUILDING BUILDING BUILDING
TEMP. CONST. LTS.
TEMP.
CONST.
LIMITS
344* S.F.
SIDEWALK
TEMP.
CONST.
LTS.
SIDEWALK
TEMP.CONST.
LIMITS
SIDEWALKSIDEWALK
P.L.P.L.
TEMP.
CONST.
LIMITSLIMITSTEMP. CONST. BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
BUILDING
TEMP.
CONST. LIMITS
SIDEWALKSIDEWALKSIDEWALKSIDEWALK
SIDEWALK
TEMP.
CONST.
LIMITS
BUILDING
12,585* S.F. (CALC.)
TOTAL AREA =
189* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (26)
HOLLYDAY MULTI, LLC
P.L.
P.L.
OLDINGS
S = 428* S.F. (1)
ILROAD
REA
=
VAST
HOLDINGS
T.RIGHTS
=
204*
S.F.(2)
NE
RAILROAD
20+00 21+00 22+00 23+00 24+00 25+00
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORD
SHEET NUMBER
OF
DATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
RIGHTOFWAYMAP
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
ITEMTECHCHECKED
RIGHT-OF-WAY MAP
WIN
PLAN FILED IN PLAN BOOK PAGE
HIGHWAYDivision:Filename:...10ROWMSTA037_RWPLAN3.dgnUsername:Date:7/28/2015Katherine.S.Gray 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
AREAS
EXISTINGCONDITIONPLAN
FINALRIGHTOFWAY
between abutters are approximate and for general reference purposes only.
See sheet X of this plan set for coordinates. (3) Other boundary lines, including lines
Exceptions: (1) No separate survey report, (2) Monumentation only as shown on plan.
Maine Board of Licensure for Professional Land Surveyors 02-360 CMR, Chapter 90;
are based upon a survey conforming to the Standards of Practice promulgated by the
To the best of my knowledge and belief the Highway Right of Way lines depicted hereon
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
Well
WELL
Existing Proposed
Ditch
16STATEHOUSESTATION-AUGUSTA,ME04333-0016-207-624-3460
CHAIN LINK BARB WIRE STOCKADE
Replacement Pin Set
Iron Rod Found
Retaining Wall
Mailbox
Rock/Boulder Flag Pole
Existing Proposed
Curbing
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
Scale of Feet
020 20 40 60 80
20291.10
FEDERAL AID PROJECT NO. STP-2029(110)
BIDDEFORD
BIDDEFORD
YORK COUNTY
STATE AID HIGHWAY NO. 13
MAIN STREET
G.L.L.
G.L.L.
JANUARY 2015
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 3 OF 4SCALE 1"= 20’
D.O.T. FILE NO. 16-505
37
38

38. IPFIPF
SillEL
SillEL
W
W
SillEL
G
IPF
SillEL
SillEL
W
IPF
IPF
IPF
SillEL
W
W
WESTERNAVENUE
PLAN BOOK 15, PAGE 15
YORK COUNTY REGISTRY OF DEEDS
DATED - AUGUST 12, 1943
BY LIBBY & DOW ENGINEERS
OF PEPPERELL M’F’G CO.
PLAN SHOWING LAND
L.O.W.P.
PLAN V2 ME/97B
LAST REVISION DATE - DECEMBER 3, 1965
DATED - JUNE 30, 1914
STATION 4940+67 TO STATION 4993+47
OPERATED BY THE BOSTON AND MAINE RAILROAD
BOSTON AND MAINE RAILROAD
RIGHT OF WAY AND TRACK MAP
TO
SO
U
TH
STR
EET
G
R
ID
N
O
R
T
H
M
A
IN
E
2
0
0
0
W
E
S
T
Z
O
N
E
+33* +83*+80*
172* S.F.
211* S.F.
L.O.W
.P.
L.O
.W
.P.
WROUGHT PORTION (L.O.W.P.)
HIGHWAY PURPOSES WITHIN LIMITS OF
NOTE: PRESCRIPTIVE EASEMENT FOR
TEMP.
CONST.
+33*
+52*
157* S.F.
LIM
ITS
+11
+54
248*
S.F.
+12
+69*
TEMP. CONST. LIMITS
973* S.F.
+12*
322* S.F.
+40*
380* S.F.
+80* +81*
170* S.F.
+20*
STATE AID HIGHWAY NO.13 /MAIN STREET
16.62’
18.62’
COMBINED FACTOR - 0.9999767
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - US STATE PLANE NAD83(2011)
CONTROL INFORMATION
S.F. (CALC.)
AREA =
S.F. (1)
ONST. RIGHTS =
O. (27)
W BROOKER
S.F. (CALC.)
REA =
.F. (1)
ONST. RIGHTS =
. (28)
AQUET
5,300*S.F.(CALC.)
TOTALAREA=
172*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(30)
LISAM.BARDEN
5,230*S.F.(CALC.)
TOTALAREA=
211*S.F(1)
TEMP.CONST.RIGHTS=
ITEMNO.(31)
THOMASSANGILLO
18,363* S.F. (CALC.)
TOTAL AREA =
157* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (34)
MAIN STREET STORAGE LLC
2,552*S.F.(CALC.)
TOTALAREA=
170*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(29)
JAFENTERPRISE,LLC
HORRIGANCOURT
6,061* S.F. (CALC.)
TOTAL AREA =
380* S.F. (1)
TEMP. CONST. RIGHTS =
ITEM NO. (32)
DAVID M. BRIDGES
4,456*S.F.(CALC.)
TOTALAREA=
322*S.F.(1)
TEMP.CONST.RIGHTS=
ITEMNO.(33)
N/K/ATCIOFSOUTHERNMAINE
MAINE,INC.
HERITAGECABLEVISIONOF
MARCEL J. TREMBLAY, INC.
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.
BUILDING
BUILDING
BUILDING
TEMP.
CONST.
LTS.
SIDEWALK
SIDEWALK
TEMP. CONST. LIMITS
LIMITS
TEMP. CONST. LIMITS
SIDEWALK
CITY OF BIDDEFORD
TEM
P.CO
N
ST.
SIDEWALK
TOTAL AREA =
TEMP. CONST. RIGHTS = 973* S.F. (1)
ITEM NO. (35)
CITY OF BIDDEFORD
SIDEWALKSIDEWALK
BUILDING
TEMP. CONST.
LIMITS
TEMP.CONST.
LIMITS
SIDEWALK
LIMITS
TEMP. CONST.
LIMITS
BUILDING
RIGHTOFWAYTOOTHERS
PLAN BOOK 3, PAGE 11 & 21
YORK COUNTY REGISTRY OF DEEDS
DATED FEBRUARY 9, 1878
BY JAMES HADE
BELONGING TO R. W. RANDALL
PLAN OF HOUSE LOTS
PLAN BOOK 15, PAGE 18
YORK COUNTY REGISTRY OF DEEDS
VAL. SEC.3 - MAP 93 - PT. PCLS 3 & 4 ON MAP 92
DATED - NOVEMBER 1945
BIDDEFORD - SACO GRAIN COMPANY
BOSTON & MANE RAILROAD TO
PLAN OF LAND
100.55’
STA.
29+
93.89
EN
D
B.L.
134.63’
SEE SHEET NO. 2 FOR ITEM NO. (38)
SEE SHEET NO. 1 FOR ITEM NO. (37)
NOTE:
BOSTONANDMAINERAILROAD
TEMP.CONST.RIGHTS=248*S.F.(1)
ITEMNO.(36)
BOSTONANDMAINERAILROAD
25+00 26+00 27+00
28+00
29+
00
2
9
+
9
4
2
9
+
9
4
PC=STA.27+23.47
PT
=
STA.28+24.02PC
=
STA.28+42.64
PT
=
S
TA
.
2
9
+
7
7
.2
7
PO
E
=
S
TA
.
2
9
+
9
3
.8
9
E = 4.66’
T = 50.84’
L = 100.55’
R = 275.00’
PI = 27+74.31
CURVE DATA
E = 3.18’
T = 67.51’
L = 134.63’
R = 716.00’
PI = 29+10.15
CURVE DATA
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORD
SHEET NUMBER
OF
DATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
RIGHTOFWAYMAP
STATEOFMAINE
DEPARTMENTOFTRANSPORTATION
ITEMTECHCHECKED
RIGHT-OF-WAY MAP
WIN
PLAN FILED IN PLAN BOOK PAGE
HIGHWAYDivision:Filename:...10ROWMSTA038_RWPLAN4.dgnUsername:Date:7/28/2015Katherine.S.Gray 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
AREAS
EXISTINGCONDITIONPLAN
FINALRIGHTOFWAY
between abutters are approximate and for general reference purposes only.
See sheet X of this plan set for coordinates. (3) Other boundary lines, including lines
Exceptions: (1) No separate survey report, (2) Monumentation only as shown on plan.
Maine Board of Licensure for Professional Land Surveyors 02-360 CMR, Chapter 90;
are based upon a survey conforming to the Standards of Practice promulgated by the
To the best of my knowledge and belief the Highway Right of Way lines depicted hereon
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
Well
WELL
Existing Proposed
Ditch
16STATEHOUSESTATION-AUGUSTA,ME04333-0016-207-624-3460
CHAIN LINK BARB WIRE STOCKADE
Replacement Pin Set
Iron Rod Found
Retaining Wall
Mailbox
Rock/Boulder Flag Pole
Existing Proposed
Curbing
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
Scale of Feet
020 20 40 60 80
20291.10
FEDERAL AID PROJECT NO. STP-2029(110)
BIDDEFORD
BIDDEFORD
YORK COUNTY
STATE AID HIGHWAY NO. 13
MAIN STREET
G.L.L.
G.L.L.
JANUARY 2015
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 4 OF 4SCALE 1"= 20’
D.O.T. FILE NO. 16-505
38
38