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FIBER OPTIC
ATNT316 J02 CMP
ATNT316 J02 CMP
FIBER OPTIC
SWAMP
FIBER OPTIC
48"
CM
P
PO
OR
COPPER CABLE
NE
W
42"
CM
P
48"
CM
P
PO
OR
48"
CM
P
PO
OR
48"
CM
P
PO
OR
2x3x2 Boulders
VRI 317 CMP 01
CURVE AHEAD
COPPER CABLE
NE
W
42"
CM
P
Scale of Feet
PLAN
25 0 25 50
19+00 20+0021+00
22+00
23+00
24+00
25+00
26+00
PC
=
ST
A. 20+
32.6
8
PT
=
ST
A.
22
+99.2
4
PC
=
ST
A.
24
+05.0
5
PT
=
ST
A. 26
+06.69
E = 9.96’
T = 134.26’
L = 266.55’
R = 900.00’
PI = 21+66.94
CURVE DATA #3
E = 7.32’
T = 101.53’
L = 201.65’
R = 700.00’
PI = 25+06.57
CURVE DATA #4
Meado
w
Brook
Flo
w
Route 120
10° Skew
Plain Riprap (Typ.)
Plain Riprap Apron (Typ.)
with Terminal End
15’ Radius Guardrail
To Rumford
Sta. 20+00
16’-0" Span x 8’-0" Rise
É Proposed Precast Conc. Box Culvert
Drive
Paved
End
Work
Sta. 23
+50
Proposed Pole
Proposed Pole
Scale of Feet
PLAN
25 0 25 50
11+00
12+00
13+00
14+00
15+00
16+00 17+00 18+00 19+00
PT = STA. 12+13.4
3
PC = STA. 12+48.2
5
PT =
ST
A. 16+
29.2
0
E = 3.04’
T = 78.03’
L = 155.75’
R = 1000.00’
PI = 11+35.71
CURVE D
ATA #1
E = 38.61’
T = 200.25’
L = 380.95’
R = 500.00’
PI = 14+48.51
CURVE DATA #2
To A
ndover
(Typ.)
Flared Terminal
Guardrail 350
with Terminal End
15’ Radius Guardrail
of Cofferdam
Possible Location
Drive
Gravel
Begin
Work
Sta. 12
+00
Proposed Pole
CNTRL
CNTRL
CNTRL
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
BRID
GE
Divisio
n:
Filena
me:...\
BRID
GE\
MS
TA\
003
_Gen_
Pla
n.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
BRID
GE P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
__
__
_
3
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
T.W
HIT
E
__
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__
__
__
__
__
__
__
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__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
WIN
GE
NE
RA
L
PL
AN
BRID
GE N
O. 6475
R.
BU
LG
ER
D.
SH
AW
ME
AD
OW
BR
OO
K
BRID
GE
L.K
RU
SIN
SKI
760 760
760
760760
760 760 7
60
760
760
760
760
765
765
765
765
765
770
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
PROFILE
EL. 771.77
EL. 771.41
EL. 771.00
EL. 770.5
2
EL. 769.9
7
EL. 769.3
7
EL. 768.7
0
EL. 768.0
3
EL. 767.4
4
EL. 766.9
1
EL. 766.4
5
EL. 766.0
6
EL. 765.7
4
EL. 765.4
8
EL. 765.3
0
EL. 765.18
EL. 765.14
EL. 765.16
EL. 765.2
5
EL. 765.3
8
EL. 765.5
0
EL. 765.6
3
EL. 765.7
5
LOW POINT = STA. 16+54.55
ELEV. = 765.14
ELE
V. =
764.5
0
PVI =
ST
A. 15
+50
ELE
V. =
771.50
PVI =
ST
A. 13
+00
G2 = -2.80%G1 = -0.79%
E = -0.503’
SD = 637’ G2 = 0.50%G1 = -2.80%
E = 1.237’
SD = 448’
V.C.L. = 300’V.C.L. = 200’
50’ Transition1050’ Project50’ Transition
Matc
h Existing
Transitio
nin
g
Proposed Grade
Existing GradeCourse Gravel
Aggregate Subbase
4" Hot Mix Asphalt
Proposed 18"Ì Pipe
Proposed 42"Ì Pipe
Sta. 12
+00
Begin
Work
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
EL. 765.2
5
EL. 765.3
8
EL. 765.5
0
EL. 765.6
3
EL. 765.7
5
EL. 765.8
8
EL. 766.0
0
EL. 766.13
EL. 766.2
5
EL. 766.3
8
EL. 766.5
0
EL. 766.6
1
EL. 766.6
7
EL. 766.7
0
EL. 766.6
9
EL. 766.6
4
EL. 766.5
5
EL. 766.4
2
EL. 766.2
5
EL. 766.0
8
EL. 765.9
5
EL. 765.8
5
EL. 765.7
9
EL. 765.7
6
EL. 765.7
7
G2 = 0.40%G1 = -0.75%
E = 0.288’
SD = 706’
LOW POINT = STA. 22+80.11
ELEV. = 765.76
ELEV. = 766.70
G2 = -0.75%G1 = 0.50%
E = -0.312’
SD = 963’
V.C.L. = 200’V.C.L. = 200’
ELE
V. =
767.0
0
PVI =
ST
A. 20+5
0
HIGH POINT = STA. 20+30
ELE
V. =
765.5
0
PVI =
ST
A. 22
+50
G2 = 0.50%
50’ Transition1050’ Project50’ Transition
Transitio
nin
g
Matc
h Existing
Invert EL. 755.0
placed at EL. 756.0
Proposed Streambed Material
8’-0" Rise
16’-0" Span x
Conc. Box Culvert
É Proposed Precast
4" Hot Mix Asphalt
Existing Culvert (Typ.)
PROFILE
Proposed 42"Ì Pipe Existing 42"Ì Pipe
Sta. 23
+50
End
Work
To be extended
745
750
755
760
765
770
775
780
785
790790
745
750
755
760
765
770
775
780
785
790790
745
750
755
760
765
770
775
780
785
790790
745
750
755
760
765
770
775
780
785
790790
BRID
GE
Divisio
n:
Filena
me:...\
00\
BRID
GE\
MS
TA\
004
_Profile.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
PR
OFIL
E
__
__
_
4
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
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T.W
HIT
E
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__
__
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MA
R
2014
__
__
__
SH
AW
N
SMIT
H
WIN
BRID
GE N
O. 6475
R.
BU
LG
ER
D.
SH
AW
ME
AD
OW
BR
OO
K
BRID
GE
L.K
RU
SIN
SKI
750
755
760
765
770
775
780
785
750
755
760
765
770
775
780
785
18+00 19+00 20+00 21+00 22+00
18+00 19+00 20+00 21+00 22+00
G1 = -0.75%
ELEV. = 766.70
G2 = -0.75%G1 = 0.50%
E = -0.312’
SD = 963’
V.C.L. = 200’V.C.L. = 200’
ELE
V. =
767.0
0
PVI =
ST
A. 20+5
0
HIGH POINT = STA. 20+30
8’-0" Rise
16’-0" Span x
Conc. Box Culvert
É Proposed Precast
4" Hot Mix Asphalt
745
740
745
740
Note:This generalized interpretive soil profile is intended to convey
trends in subsurface conditions. The boundaries between strata
are approximate and idealized, and have been developed by
interpretations of widely spaced explorations and samples.
Actual soil transitions may vary and are probably more erratic.
For more specific information refer to the exploration logs.
0
SCALE
5025
PROFILE
HORIZ 25
1050VERT 5
BOE
BB-R
OX-20
1
BOE
BB-R
OX-101
R
BB-R
OX-102
?
? ?
?
Gravel, wood and cobble layer, (Fill).
(Glacial Till).
trace gravel, little to trace silt, occasional cobbles,
Grey, wet, dense, fine to coarse SAND, some to
Cobbles.
gravel, trace silt, (Fill).
fine to coarse SAND, little
Brown, damp to saturated,
silt, (Fill).
some to little gravel, little to trace
very dense, fine to coarse SAND,
Brown, damp to moist, dense to
Boring No.
Strata Interface
for Rock Core SampleRock Quality Designation
RQD=
Offset, if sh
own
BOE= Bottom Of Exploration
Pavement Thickness if applicable
LEGEND
Boring
Top of Intack Bedrock
Weathered ROCK
R
Refusal
CNTRL
CNTRLVRI 317 CMP 01
CURVE AHEAD
FIBER OPTIC
COPPER CABLEATNT316 J02 CMP
ATNT316 J02 CMP
FIBER OPTIC
SWAMP
FIBER OPTIC
48"
CM
P
PO
OR
COPPER CABLE
NE
W
42"
CM
P
48"
CM
P
PO
OR
48"
CM
P
PO
OR
48"
CM
P
PO
OR
2x3x2 Boulders
SHEET NUMBER
OF
IN
TE
RP
RE
TIV
E
SU
BS
UR
FA
CE
PR
OFIL
E
BO
RIN
G
LO
CA
TIO
N
PL
AN
&
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
BRID
GE
Divisio
n:
Filena
me:...\
GE
OT
EC
H\
MS
TA\
005
_B
LP
&IS
P1.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
WIN
BRID
GE P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
__
__
_
5
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
__
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L.K
RU
SIN
SKI
T.W
HIT
E
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__
__
__
__
__
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MA
R
2014
__
__
__
SH
AW
N
SMIT
H
ME
AD
OW
BR
OO
K
BRID
GE
BRID
GE N
O. 6475
R.
BU
LG
ER
D.
SH
AW
MA
G. 19
XX
Scale in Feet
PLAN
25 0 25 50
BB-ROX-102
BB-ROX-101 BB-ROX-201
SOLID STEM AUGER W/DESCRIPTIONS
LEGEND
CASED WASH BORING
Meado
w
Brook
Flo
w
Route 120
10° Skew
Plain Riprap (Typ.)
Plain Riprap Apron (Typ.)
(Typ.)
Flared Terminal
Guardrail 350
with Terminal End
15’ Radius Guardrail
Sta. 20+00
16’-0" Span x 8’-0" Rise
É Proposed Precast Conc. Box Culvert
Drive
Paved
Proposed Pole Proposed Pole
Proposed Pole
18+00 19+00 20+0021+00
22+00
PC
=
ST
A. 20
+32.68
PT
=
ST
A.
22
+99.2
4
E = 9.96’
T = 134.26’
L = 266.55’
R = 900.00’
PI = 21+66.94
CURVE DATA #3
760 760 760
760
760760
760
765
SHEET NUMBER
OF
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
006_
BO
RIN
G
LO
GS
1.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
WIN
BRID
GE P
LA
NS
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
__
__
_
6
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
__
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L.K
RU
SIN
SKI
T.W
HIT
E
__
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__
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__
__
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MA
R
2014
__
__
__
SH
AW
N
SMIT
H
BO
RIN
G
LO
GS
ME
AD
OW
BR
OO
K
BRID
GE
BRID
GE N
O. 6475
R.
BU
LG
ER
D.
SH
AW
0
5
10
15
20
25
S1
S2
S3
0.42 -
6.80
6.80 -
11.00
11.00 -
20.00
SSA 763.78
757.40
753.20
744.20
5" PAVEMENT.
0.42
Brown, damp, fine to coarse SAND, little gravel, trace
silt, (Fill).
6.80
Brown, saturated, fine to coarse SAND, little gravel,
(Fill).
11.00
Grey, wet, fine to coarse SAND, little silt, trace
gravel. (Glacial Till).
20.00
Bottom of Exploration at 20.00 feet below ground
surface.
NO REFUSAL
Maine Department of Transportation Project: Meadow Brook Bridge over Meadow
Brook
Boring No.: BB-ROX-101
Soil/Rock Exploration LogLocation: Roxbury, Maine
US CUSTOMARY UNITS WIN: 19183.00
Driller: MaineDOT Elevation (ft.) 764.2 Auger ID/OD: 5" Dia.
Operator: Enos/Giles Datum: NAVD88 Sampler: Off Flights
Logged By: B. Wilder Rig Type: CME 45C Hammer Wt./Fall: N/A
Date Start/Finish: 1/9/2013-1/9/2013 Drilling Method: Solid Stem Auger Core Barrel: N/A
Boring Location: 19+67.4, 7.2 ft Rt. Casing ID/OD: N/A Water Level*: None Observed
Hammer Efficiency Factor: Hammer Type: Automatic Hydraulic Rope & Cathead
Definitions: R = Rock Core Sample Su = Insitu Field Vane Shear Strength (psf) Su(lab) = Lab Vane Shear Strength (psf)
D = Split Spoon Sample SSA = Solid Stem Auger Tv = Pocket Torvane Shear Strength (psf) WC = water content, percent
MD = Unsuccessful Split Spoon Sample attempt HSA = Hollow Stem Auger qp = Unconfined Compressive Strength (ksf) LL = Liquid Limit
U = Thin Wall Tube Sample RC = Roller Cone N-uncorrected = Raw field SPT N-value PL = Plastic Limit
MU = Unsuccessful Thin Wall Tube Sample attempt WOH = weight of 140lb. hammer Hammer Efficiency Factor = Annual Calibration Value PI = Plasticity Index
V = Insitu Vane Shear Test, PP = Pocket PenetrometerWOR/C = weight of rods or casing N60 = SPT N-uncorrected corrected for hammer efficiency G = Grain Size Analysis
MV = Unsuccessful Insitu Vane Shear Test attempt WO1P = Weight of one person N60 C = Consolidation Test
Remarks:
Stratification lines represent approximate boundaries between soil types; transitions may be gradual. Page 1 of 1
* Water level readings have been made at times and under conditions stated. Groundwater fluctuations may occur due to conditions other
than those present at the time measurements were made. Boring No.: BB-ROX-101
Depth (ft.)
Sa
mple
No.
Sample Information
Pen./
Rec. (in.)
Sa
mple
Depth
(ft.)
Blo
ws (/6 in.)
Shear
Stren
gth
(psf)
N-u
ncorrected
N60
Casin
g
Blo
ws
Elevatio
n
(ft.)
Grap
hic
Lo
g
Visual Description and Remarks
Laboratory
Testing
Results/
AASHTO
and
Unified Class.
0
5
10
15
20
25
S1
S38.00 -
19.00
SSA 763.98
757.40
756.40
745.40
5" PAVEMENT.
0.42
Brown, damp, fine to coarse SAND, some gravel, trace
silt, (Fill).
7.00
GRAVEL layer with wood and cobbles, (Fill).
8.00
Grey, wet, fine to coarse SAND, little silt, trace
gravel. (Glacial Till).
Cobble from 15.0-15.6 ft bgs.
Cobble from 17.2-17.6 ft bgs.
19.00
Bottom of Exploration at 19.00 feet below ground
surface.
REFUSAL
Maine Department of Transportation Project: Meadow Brook Bridge over Meadow
Brook
Boring No.: BB-ROX-102
Soil/Rock Exploration LogLocation: Roxbury, Maine
US CUSTOMARY UNITS WIN: 19183.00
Driller: MaineDOT Elevation (ft.) 764.4 Auger ID/OD: 5" Dia.
Operator: Enos/Giles Datum: NAVD88 Sampler: Off Flights
Logged By: B. Wilder Rig Type: CME 45C Hammer Wt./Fall: N/A
Date Start/Finish: 1/9/2013-1/9/2013 Drilling Method: Solid Stem Auger Core Barrel: N/A
Boring Location: 20+11.4, 7.4 ft Lt. Casing ID/OD: N/A Water Level*: None Observed
Hammer Efficiency Factor: Hammer Type: Automatic Hydraulic Rope & Cathead
Definitions: R = Rock Core Sample Su = Insitu Field Vane Shear Strength (psf) Su(lab) = Lab Vane Shear Strength (psf)
D = Split Spoon Sample SSA = Solid Stem Auger Tv = Pocket Torvane Shear Strength (psf) WC = water content, percent
MD = Unsuccessful Split Spoon Sample attempt HSA = Hollow Stem Auger qp = Unconfined Compressive Strength (ksf) LL = Liquid Limit
U = Thin Wall Tube Sample RC = Roller Cone N-uncorrected = Raw field SPT N-value PL = Plastic Limit
MU = Unsuccessful Thin Wall Tube Sample attempt WOH = weight of 140lb. hammer Hammer Efficiency Factor = Annual Calibration Value PI = Plasticity Index
V = Insitu Vane Shear Test, PP = Pocket PenetrometerWOR/C = weight of rods or casing N60 = SPT N-uncorrected corrected for hammer efficiency G = Grain Size Analysis
MV = Unsuccessful Insitu Vane Shear Test attempt WO1P = Weight of one person N60 C = Consolidation Test
Remarks:
Stratification lines represent approximate boundaries between soil types; transitions may be gradual. Page 1 of 1
* Water level readings have been made at times and under conditions stated. Groundwater fluctuations may occur due to conditions other
than those present at the time measurements were made. Boring No.: BB-ROX-102
Depth (ft.)
Sa
mple
No.
Sample Information
Pen./
Rec. (in.)
Sa
mple
Depth
(ft.)
Blo
ws (/6 in.)
Shear
Stren
gth
(psf)
N-u
ncorrected
N60
Casin
g
Blo
ws
Elevatio
n
(ft.)
Grap
hic
Lo
g
Visual Description and Remarks
Laboratory
Testing
Results/
AASHTO
and
Unified Class.
0
5
10
15
20
25
1D
2D
3D
4D
24/10
24/15
24/4
24/18
5.00 -
7.00
10.00 -
12.00
15.00 -
17.00
20.00 -
22.00
18/27/16/11
2/5/23/16
19/15/14/14
7/12/22/23
43
28
29
34
62
40
42
49
SSA
18
28
36
15
16
6
42
69
68
105
OPEN
HOLE
756.20
752.20
744.70
742.20
Brown, damp, very dense, fine to coarse SAND, some
gravel, little silt, (Fill).
8.00
Brown, moist, dense, fine to coarse SAND, little
gravel, trace silt, (Fill).
12.00
Grey, wet, dense, fine to coarse SAND, some gravel,
occasional cobbles, (Glacial Till).
19.50
Grey, wet, dense, fine to coarse SAND, some gravel,
little silt, (Glacial Till) .
22.00
Bottom of Exploration at 22.00 feet below ground
surface.
NO REFUSAL
G#243305
A-1-b, SP-SM
G#243306
A-1-b, SW-SM
Maine Department of Transportation Project: Meadow Brook Bridge over Meadow
Brook
Boring No.: BB-ROX-201
Soil/Rock Exploration LogLocation: Roxbury, Maine
US CUSTOMARY UNITS WIN: 19183.00
Driller: MaineDOT Elevation (ft.) 764.2 Auger ID/OD: 5" Solid Stem
Operator: Giles/Daggett Datum: NAVD88 Sampler: Standard Split Spoon
Logged By: B. Wilder Rig Type: CME 45C Hammer Wt./Fall: 140#/30"
Date Start/Finish: 8/6/2013; 10:00-13:00 Drilling Method: Cased Wash Boring Core Barrel: N/A
Boring Location: 20+21, 12.1 ft Rt. Casing ID/OD: NW Water Level*: 8.0 ft bgs.
Hammer Efficiency Factor: 0.867 Hammer Type: Automatic Hydraulic Rope & Cathead
Definitions: R = Rock Core Sample Su = Insitu Field Vane Shear Strength (psf) Su(lab) = Lab Vane Shear Strength (psf)
D = Split Spoon Sample SSA = Solid Stem Auger Tv = Pocket Torvane Shear Strength (psf) WC = water content, percent
MD = Unsuccessful Split Spoon Sample attempt HSA = Hollow Stem Auger qp = Unconfined Compressive Strength (ksf) LL = Liquid Limit
U = Thin Wall Tube Sample RC = Roller Cone N-uncorrected = Raw field SPT N-value PL = Plastic Limit
MU = Unsuccessful Thin Wall Tube Sample attempt WOH = weight of 140lb. hammer Hammer Efficiency Factor = Annual Calibration Value PI = Plasticity Index
V = Insitu Vane Shear Test, PP = Pocket PenetrometerWOR/C = weight of rods or casing N60 = SPT N-uncorrected corrected for hammer efficiency G = Grain Size Analysis
MV = Unsuccessful Insitu Vane Shear Test attempt WO1P = Weight of one person N60 C = Consolidation Test
Remarks:
Stratification lines represent approximate boundaries between soil types; transitions may be gradual. Page 1 of 1
* Water level readings have been made at times and under conditions stated. Groundwater fluctuations may occur due to conditions other
than those present at the time measurements were made. Boring No.: BB-ROX-201
Depth (ft.)
Sa
mple
No.
Sample Information
Pen./
Rec. (in.)
Sa
mple
Depth
(ft.)
Blo
ws (/6 in.)
Shear
Stren
gth
(psf)
N-u
ncorrected
N60
Casin
g
Blo
ws
Elevatio
n
(ft.)
Grap
hic
Lo
g
Visual Description and Remarks
Laboratory
Testing
Results/
AASHTO
and
Unified Class.
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
007
_X
SE
CT_
11+5
0-12
+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
770
775
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
770
775
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
765
770
775
780
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
765
770
775
780
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
765
770
775
780
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
765
770
775
780
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
CL
Match Existing
EL. 771.77
-14.0%
É Construction
-6.0%-6.0%
3: 1
3: 1
2: 1
TYPICAL SUPERELEVATED APPROACH SECTION
Loam, Mulch and Seed (Typ.)
4" Hot Mix Asphalt
Course Gravel
20" Aggregate Subbase
Sh.
2’
Travel Lane
11’-0"
Travel Lane
11’-0"
Sh.
2’Berm
2’
Sh.
2’
Travel Lane
11’-0"
Travel Lane
11’-0"
2’
-3% -3%-3%-3%
2: 13: 1
2: 1
(Modified post length)
Type 3C Guardrail (Typ.)Loam, Mulch and Seed (Typ.)
Course Gravel
20" Aggregate Subbase 4" Hot Mix Asphalt
pavement behind guardrail
Control Blanket along edge of
Place Extended Use Erosion
With Guardrail
É Construction
Without Guardrail
TYPICAL APPROACH SECTION
Sh.
Sta. 11+50 to Sta. 12+50
End Transition/Begin Project
Begin Transition
__
__
_
7
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
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R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
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MA
R
2014
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SH
AW
N
SMIT
H
+4.5%
+6.0% +6.0%
-2.0%
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
008
_X
SE
CT
_12
+7
6-13
+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
Sta. 12+76 to Sta. 13+50
760
765
770
775
780
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+76.00
760
765
770
775
780
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
755
760
765
770
775
780
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
755
760
765
770
775
780
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
755
760
765
770
775
780
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
755
760
765
770
775
780
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
EL. 771.40
VRI 317 CMP 01
EL. 771.00
EL. 769.97
-10.0%
3: 1
3.6: 1
-12.0%
-13.0%3: 1
3: 1
3: 1
Invert of Drainage Pipe
STA. 12+75.7, 22.3 LT. STA. 12+76.0, 18.9 RT.
Invert of Drainage Pipe
STA. 13+19.7, 25.6 RT.
as shown on the plans
Install Riprap at end of pipe
as shown on the plans
Install Riprap at end of pipe
__
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_
8
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
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R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
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MA
R
2014
__
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__
SH
AW
N
SMIT
H
Install 50 L.F. of 18 inch Culvert Pipe Option III
Remove existing culvert pipe
Sta. 12+76, 24.4 Ft.– Rt., Invert 768.2–
Sta. 12+76, 25.6 Ft.– Lt., Invert 765.5– to
+6.0%
+5.3%
+6.0%
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
009_
XS
EC
T_
14
+00_
14
+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
755
760
765
770
775
780
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
755
760
765
770
775
780
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
755
760
765
770
775
780
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+44.00
755
760
765
770
775
780
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
755
760
765
770
775
780
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
755
760
765
770
775
780
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
CL
CL
CL
VRI 317 CMP 01
VRI 317 CMP 01
-8.0%
EL. 768.70
EL. 767.57
EL. 767.44
3: 1
-7.8%
3: 1
3: 1
3: 1
24’-0"
-6.0%
STA. 13+91.2, 48.2 RT.
STA. 14+56.5, 52.4 RT.
Drainage Culvert
STA. 14+26.4, 25.4 RT. Drainage Culvert
STA. 14+65.0, 26.9 RT.
Sta. 14+00 to Sta. 14+50
__
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_
9
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
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R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
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__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
To remain
Existing Culvert Pipe
To remain
Existing Culvert Pipe
24’-0"
+6.0%
+6.0%
+6.0%
with 3 Ft. Paved Lip
Construct 16 Ft. Gravel Drive
3.4%–
with 3 Ft. Paved Lip
Construct 16 Ft. Gravel Drive
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
010_
XS
EC
T_
15
+00_
15
+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
750
755
760
765
770
775
780
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
750
755
760
765
770
775
780
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
VRI 317 CMP 01
3: 1
3: 1
3: 1
3: 1
-6.0%
-6.0%
EL. 766.45
EL. 765.74
Sta. 15+00 to Sta. 15+50
__
__
_
10
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
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__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
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__
__
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__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
STA. 15+31.9. 24.8 Lt. +6.0%
+6.0%
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
011_
XS
EC
T_
16
+00-17
+00.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
CL
CL
CL
3: 1
-4.5%3: 1
3: 1
-3.0%
3: 1
0.0%
3: 1
3: 1
EL. 765.25
EL. 765.14
EL. 765.30
-3.0%
+2.0%
Sta. 16+00 to Sta. 17+00
__
__
_
11
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
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R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
+4.0%
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
012
_X
SE
CT_
17
+16-18
+00.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
750
755
760
765
770
775
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+16.00
750
755
760
765
770
775
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
755
760
765
770
775
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
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
CL
CL
3: 1
3: 1
3: 1
-1.5%-3.0%
3: 1
-3.0%
3: 1
-3.0%
EL. 765.75
EL. 765.50
EL. 765.33
-3.0% -0.6%
Drainage Culvert
STA. 17+15.1, 25.5 RT.
Drainage Culvert
STA. 17+16.9, 34.3 LT.
8" MAPLE
STA. 17+81.9, 22.9 RT.
Sta. 17+16 to Sta. 18+00
Install 64 L.F. of 42 inch Culvert Pipe Option III
Sta. 17+16, 31.8 Ft.– Rt., Invert EL. 759.0
Sta. 17+16, 32.3 Ft.– Lt., Invert EL. 758.5 to
as shown on the plans
Install riprap at end of pipe
as shown on the plans
Install riprap at end of pipe
__
__
_
12
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
3.1: 1–
Sta. 17+31, 30 Ft. Lt.
Proposed Pole
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
013
_X
SE
CT_
18
+5
0-19
+4
2.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
755
760
765
770
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
755
760
765
770
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
755
760
765
770
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
755
760
765
770
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
755
760
765
770
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+42.00
755
760
765
770
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
-3.0% -3.0%
-3.0% -3.0%
-3.0% -3.0%
VRI 317 CMP 01
EL. 766.46
EL. 766.25
EL. 766.00
3: 1
3: 1
3.2: 1
755
760
765
770
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+85.00
755
760
765
770
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
CL
3: 1
2.4:
1
-6.4%
2: 1
STA. 18+33.8, 25.5 LT.
42" Drainage Pipe
STA. 19+15.6, 26.0 LT.42" Drainage Pipe
STA. 19+12.5, 23.7 RT.
Sta. 18+50 to Sta. 19+42
Sta. 19+42 Rt. Construct paved drive
Install riprap as shown on the plans
Match existing pipe material and grade
Install 4 L.F. of 42 inch Culvert Pipe Option III
Sta. 19+15.8–, 30.0 Ft.– Lt. to end of existing culvert pipe
Install riprap as shown on the plans
Match existing pipe material and grade
Install 10 L.F. of 42 inch Culvert Pipe Option III
Sta. 19+11.9–, 33.7 Ft.– Rt. to end of existing culvert pipe
-3.0%
EL. 766.18
-3.0%
Install Guardrail 350 Flared Terminal
Sta. 18+84.7–, 17.0 Ft. Lt. to Sta. 19+21.9–, 13.0 Ft. Lt
Install 162.5 L.F. of Type 3C Guardrail
Sta. 19+21.9–, 13.0 Ft. Lt to Sta. 20+83.6–, 13.0 Ft. Lt.
__
__
_
13
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
27’-0"
3: 1
Sta. 19+25, 25 Ft. Lt.
Proposed Pole
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
014
_X
SE
CT
_19
+5
0-2
0+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
755
760
765
770
775
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
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
755
760
765
770
775
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
755
760
765
770
775
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
CL
CL
CL
-3.0% -3.0%
-3.0% -3.0%
2: 1
-1.0%
EL. 766.69
EL. 766.67
EL. 766.50
2.4: 1
-4.5%
2: 1
-6.4%
Varies
Drainage Pipe
STA. 19+93.1, 20.24
Drainage Pipe
STA. 20+09.3, 19.3 RT.
Drainage Pipe
STA. 19+86.3, 21.4 RT.
Drainage Pipe
STA. 20+01.4, 21.1 RT.
Drainage Pipe
STA. 19+79.4, 18.3 LT.
Drainage Pipe
STA. 19+85.1, 19.1 LT.
Drainage Pipe
STA. 19+94.7, 18.0 LT.
Drainage Pipe
STA. 20+03.5, 20.1 LT.
Sta. 19+50 to Sta. 20+50
and a Terminal End
Install 25 L.F. of Type 3C Guardrail with a 15 Ft. radius
Sta. 19+50.1–, 29.4 Ft.– Rt. to Sta. 19+65–, 13.0 Ft. Rt.
Install 175 L.F. of Type 3C Guardrail
Sta. 19+65–, 13.0 Ft. Rt. to Sta. 21+41.6–, 13.0 Ft. Rt.
Install Guardrail 350 Flared Terminal
Sta. 20+83.6–, 13.0 Ft. Lt. to Sta. 21+20.1–, 17.0 Ft. Lt
__
__
_
14
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
Sta. 20+81, 24 Ft. Lt.
Proposed Pole-4.0%
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
015
_X
SE
CT_
21+00-2
1+5
0.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
750
755
760
765
770
775
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
CL
CL
-5.7%-4.0%
2.4: 12.5: 1
3: 1
2.2: 1
EL. 766.25
EL. 766.55
750
755
760
765
770
775
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+19.76
750
755
760
765
770
775
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
766.45
4.0%
3: 1
-5.7%+1.0%-4.0%
VRI 317 CMP 01
STA. 21+27.5, 23.7 LT.
-5.7%
Sta. 21+00 to Sta. 21+50.00
Install Guardrail 350 Flared Terminal
Sta. 21+41.6–, 13.0 Ft. Rt. to Sta. 21+79.3–, 17.0 Ft. Rt
__
__
_
15
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
__
__
__
__
__
__
__
__
__
__
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__
__
__
__
__
__
__
__
__
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__
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__
__
__
__
__
__
__
__
__
__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
+3.0%
+1.8%
BRID
GE
Divisio
n:
Filena
me:...\
016_
XS
EC
T_
21+7
9.4
6-2
3+00.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
755
760
765
770
775
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
755
760
765
770
775
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
760
765
770
775
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
760
765
770
775
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
760
765
770
775
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
760
765
770
775
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
CL
-5.7%-2.5%
-5.7%3: 1
-0.5%3:
1
3: 1
EL. 765.77
EL. 765.79
EL. 765.95
755
760
765
770
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
755
760
765
770
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
766.06
5.7%
3: 1
3.9: 1
-5%–
-5.7%+1.5%
21+79.46
Sta. 21+79.46 to Sta. 23+00
End Project/Begin Transition
__
__
_
16
19183.0
0
20
19183.0
0
ME
AD
OW
BR
OO
K
BRID
GE
ME
AD
OW
BR
OO
K
RO
XB
UR
YO
XF
OR
D
CO
UN
TY
BRID
GE N
O. 6475
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
R.
BU
LG
ER
D.
SH
AW
L.K
RU
SIN
SKI
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
R
2014
__
__
__
SH
AW
N
SMIT
H
+2.4%
3.4: 1–
BRID
GE
Divisio
n:
Filena
me:...\
MS
TA\
017
_X
SE
CT
_2
3+5
0-2
4+00.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
KE
D-
RE
VIE
WE
D
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
PIN
BRID
GE P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
755
760
765
770
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
755
760
765
770
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
755
760
765
770
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
755
760
765
770
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
Match Existing
VRI 317 CMP 01
STA. 23+30.8, 27.2 RT.
750
755
760
765
770
775
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+75.00
750
755
760
765
770
775
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+50 to Sta. 24+00
End Transition
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AD
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R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
NS
1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
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4
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MS
TA\
018
_Box_
Pre-
Buy.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
OF
DE
SIG
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TAIL
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2
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1820
19183.0
0
ME
AD
OW
BR
OO
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BRID
GE
ME
AD
OW
BR
OO
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RO
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OR
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BRID
GE N
O. 6475
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PR
EC
AS
T
CO
NC
RE
TE
BO
X
DE
TAIL
S
PRECAST CONCRETE BOX NOTES
from the downstream end along the box centerline.
construction. A joint between segments shall be located 45 feet–
2. The fabrication of the concrete box shall accommodate stage
specifications as applicable.
Precast Structural Concrete, and with the manufacturer’s
shall be in accordance with Special Provisions Section 534,
1. The construction, handling, and assembly of the precast units
19183.0
0
T.W
HIT
EM
AR
2014
SH
AW
N
SMIT
H
Precast Concrete Toewall (Typ.)
1’-6" (Typ.)
Existing Ground
4" Hot Mix Asphalt
Standard Details, Section 606
Over Buried Structures
See Guardrail Treatment
Guardrail Type 3C (Typ.)
~ Level ~
Flow
12" Special Fill
Precast Concrete Headwall (Typ.)
É Construction
TYPICAL BRIDGE SECTION
Varies
2’-0"
Typ.
Typ.
1’-0"
Typ.
2’-0"
10’-0" (Typ.)
Varies
-3.0%-3.0%
Berm Berm
2’
Sh.
2’
Travel Lane
11’
Travel Lane
11’
Sh.
2’
2’
Granular Borrow (Typ.)
Limits of Excavation &
Precast Concrete Box Culvert
Proposed 16’-0" Span x 8’-0" Rise
Typ.
1’-0
"
Typ.
1’-0"
perpendicular to the Centerline of Construction
Note: Dimensions and grades shown are measured
Course Gravel
20" Aggregate Subbase
Granular Borrow
Invert EL. 755.0 Proposed Streambed
12" Granular Borrow
Invert EL. 755.0
1.9–: 1 1.9–: 1
Rock Band (Typ.)
Typ.
6" Typ.
6"
12" Crushed Stone Slope Protection (Typ.)
1’-0"
2’-0"
Products List
from MaineDOT Qualified
w/ Cementitious Anchoring
2�" Ì PVC Sleeve
6"
É Precast Concrete Toe Wall
PRECAST CONCRETE TOEWALL DETAIL
1’-6
"
min.
2"
#8 bar, 2’-4" long
details on geotextile placement)
(Refer to Page 620(05) for specific
* Match ends of Concrete Box Culvert
1 : 2 m
ax.
Erosion Control Blanket
1 : 2 *
Existing
ground
Toe excavation
Plain Riprap
Protective aggregate cushion
PLAIN RIPRAP SIDE SLOPE
Place Riprap to top of Pipe Arch
24" wide Temporary
12"
3’-0
"
Erosion Control Geotextile
Class 1 Non-Woven
10° Skew
76’-0"
1’-0" Toewall (Typ.) 1’-0" Headwall (Typ.)
16’-0"
8’-0"
8’-0"
É 16’-0" Span x 8’-0"
Ris
e
Precast
Concrete Culvert
14’-0"21’-6"26’-6"14’-0"
6"
6"
PV
C Sleeves
12 sp.
@ 12
"
Layout sa
me
at opposite end
É Construction
Route 120
CONCRETE BOX PLAN
É Rock Band É Rock Band É Rock Band É Rock Band É Rock Band
6’-0"16’-0"16’-0"16’-0"16’-0"6’-0"
20 10
20 20
20 00
19 90
Typ.
1’-6"
Typ.
1’-0
"
É Concrete Box Culvert
Finish Grade
Typ.
12"
min.
Proposed Streambed
12" Special Fill
Membrane Waterproofing
Limits of Excavation
and Granular Borrow
Existing Pipes
(To be removed)
CONCRETE BOX SECTION
Aggregate Subbase
Course Gravel
Excavation for the removal of the
existing pipes shall be incidental to Pay
Item No. 203.20, Common Excavation.
All materials and labor used for
backfilling the area where the
existing pipes laid shall be incidental to
Pay Item No. 203.24, Common Borrow.
Route 12
0
17’–
8’–
10’–
10’–
12’-7"–
12’-7"–
10’–
10’–
9’-11"–
13’-5"–
Downstream UpstreamHeadwallHeadwall
RIPRAP LAYOUT
Rock Bands not shown for clarity
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORDSHEET NUMBER
OFDATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
SY
MB
OLS
(SE
PTIC T
AN
K)
WA
TE
R LIN
E
GA
S LIN
E
ELE
CT
RIC LIN
E
TE
LE
PH
ON
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E
SE
WE
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PR
OP
ER
TY LIN
E
EXIS
TIN
G RIG
HT O
F W
AY
CO
NT
RO
L O
F A
CC
ES
S
NE
W RIG
HT O
F W
AY
RIG
HT O
F W
AY M
AP
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
16 S
TA
TE H
OU
SE ST
ATIO
N - A
UG
UST
A, M
E 0
4333-0
016
NE
W R
OW W
ITHIN E
XIS
T.
RO
W
BM
GR
ADIN
G LIM
IT LIN
E
CO
NS
TR
UC
TIO
N LIM
IT LIN
E PL
(WE
LL)
(RO
W M
ON
UM
EN
T)
(TR
AV
ER
SE P
OIN
T)
ITE
MT
EC
HC
HE
CK
ED
BA
SE
MA
P
EXIS
T.
R/
W
PR
OP.
LIN
ES
AR
EA
S
RIGHT-OF-WAY MAP
WIN
SCALE 1"= 25’
PLAN FILED IN PLAN BOOK PAGE
BRID
GE
Divisio
n:
Filena
me:...\
00\
RO
W\
MS
TA\
001_
RW
PL
AN
1.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
S.T.
WW
GG
EE
TT
WE
LL
(IR
ON PIP
E or PIN F
OU
ND)
IPor
IPF
LIM
ITS O
F W
RO
UG
HT P
OR
TIO
N (
L.O.W.P.)
1920
19183.00
STATE PROJECT NO. 19183.00
ROXBURY
RO
XB
UR
Y
OXFORD COUNTY
STATE AID HIGHWAY NO. 2
PN
S
PN
S
D.O.T. FILE NO. 9-378
DAVID BERNHARDT
JOYCE NOEL TAYLOR
ROUTE 120 ROXBURY NOTCH ROAD
SHEET 1 OF 2
MAY 2014
VRI 317 C
MP 01
Prop
osed P
ole
10+29
10+29
11+00
12+00
13+00
14+00
15+00
16+00
17+00
PO
B
=
ST
A.
10+
28.9
5
PC
=
ST
A.
10+
57.6
8
PT
=
ST
A.
12
+13.4
3
PC
=
ST
A.
12
+48.2
5
PT =
ST
A. 16+
29.2
0
ROUTE 1
20
GRID 19
XX
ZO
NE
TO ANDOVER
MCI INTERNATIONAL, INC.
380.95’
155.75’
55’
55’
LIMIT
S
DRAINAGE
EASE.
+30
LIMITS
TEMP. CONST.
+70
EASE. LI
MITS
DRAINAGE
50’
50’
SLOPE EASE. LIMITS
40’
35’
+45
+50
+75
+25
EASE. LIMITS
DRAINAGE
+60
+90
40’
40’
ï »¿1,128î��
ï »¿528î��
P.L.
P.L.
TOTAL AREA = 0.23* AC. (PER DEED)TEMP. CONST. RIGHTS = 528* S.F. (1)ITEM NO. (5)CENTRAL MAINE POWER COMPANY
STATE AID HIG
HWAY NO.
2
ROXBURY NOTCH
ROAD
TOTAL AREA
= 25
* AC. (P
ER DEE
D)
TEMP. C
ONST. RIG
HTS = 1,302
* S.
F. (1)
SLOPE E
ASE. = 1,887
* S.
F. (2)
DRAINAGE
EASE. = 1,961
* S.
F. (4)
ITEM
NO. (1)
ALAN
T. G
ERACE
BEGIN B.L.
E = 3.04’
T = 78.03’
L = 155.75’
R = 1000.00’
PI = 11+35.71
CURVE DATA #1
E = 38.61’
T = 200.25’
L = 380.95’
R = 500.00’
PI = 14+48.51CURVE DATA #2
34.82’
ï »¿446î��
ï »¿518î�
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ï »¿652î�
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THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT’S ACQUISITION OF
ESTABLISH LEGAL BOUNDARIES BETWEEN ABUTTING PROPERTY OWNERS.
REAL PROPERTY FOR TRANSPORTATION PURPOSES. IT CANNOT BE USED TO
STA. 12+60 LT. TO STA. 12+90 LT.
OUTLET DRAINAGE STRUCTURE
STA. 17+
00 L
T. T
O STA.
17+
30 L
T.
OUTLET D
RAINAGE
STRUCTURE
STA. 17+
00 R
T. T
O STA.
17+
30 R
T.
INLE
T DRAI
NAGE STRUCTURE
TOTAL AREA = 25* AC. (PER DEED)TEMP. CONST. RIGHTS = 1,302* S.F. (1)SLOPE EASE. = 1,887* S.F. (2)DRAINAGE EASE. = 1,961* S.F. (4)ITEM NO. (1)
ALAN T. GERACE
1850, 4 RODS WIDE
VOL. 3, PAGE 180
OXFORD COUNTY COMMISSIONERS RECORDS
EXISTING RIGHT OF WAY REFERENCES
TOTAL AREA = 29* AC. (PER TAX MAP)
TEMP. CONST. RIGHTS = 1,284* S.F. (1)
DRAINAGE EASE. = 1,123* S.F. (3)
SLOPE EASE. = 999* S.F. (1)
ITEM NO. (2)
MCI INTERNATIONAL, INC.
PRIV
ATE W
ATER
LINE
APPROXI
MATE L
OCATION
OF
PRIVATE WATER LI
NE
APPROXIMATE LOCATION OF
CNTRL
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORDSHEET NUMBER
OFDATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
SY
MB
OLS
(SE
PTIC T
AN
K)
WA
TE
R LIN
E
GA
S LIN
E
ELE
CT
RIC LIN
E
TE
LE
PH
ON
E LIN
E
SE
WE
R LIN
E
PR
OP
ER
TY LIN
E
EXIS
TIN
G RIG
HT O
F W
AY
CO
NT
RO
L O
F A
CC
ES
S
NE
W RIG
HT O
F W
AY
RIG
HT O
F W
AY M
AP
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
16 S
TA
TE H
OU
SE ST
ATIO
N - A
UG
UST
A, M
E 0
4333-0
016
NE
W R
OW W
ITHIN E
XIS
T.
RO
W
BM
GR
ADIN
G LIM
IT LIN
E
CO
NS
TR
UC
TIO
N LIM
IT LIN
E PL
(WE
LL)
(RO
W M
ON
UM
EN
T)
(TR
AV
ER
SE P
OIN
T)
ITE
MT
EC
HC
HE
CK
ED
BA
SE
MA
P
EXIS
T.
R/
W
PR
OP.
LIN
ES
AR
EA
S
RIGHT-OF-WAY MAP
WIN
SCALE 1"= 25’
PLAN FILED IN PLAN BOOK PAGE
BRID
GE
Divisio
n:
Filena
me:...\
00\
RO
W\
MS
TA\
002
_R
WP
LA
N2.d
gn
Userna
me:
Date:8/12/2
014
David.S
ha
w
S.T.
WW
GG
EE
TT
WE
LL
(IR
ON PIP
E or PIN F
OU
ND)
IPor
IPF
LIM
ITS O
F W
RO
UG
HT P
OR
TIO
N (
L.O.W.P.)
2020
19183.00
STATE PROJECT NO. 19183.00
ROXBURY
RO
XB
UR
Y
OXFORD COUNTY
STATE AID HIGHWAY NO. 2
ROUTE 120 ROXBURY NOTCH ROAD
PN
S
PN
S
D.O.T. FILE NO. 9-378
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 2 OF 2
MAY 2014
VRI 317 CMP 01
CURVE AHEAD
FIBER OPTIC
COPPER CABLE
ATNT316 J02 CMP
ATNT316 J02 CMP
FIBER OPTIC
SWAMP
FIBER OPTIC
48"
CM
P
PO
OR
COPPER CABLE
NE
W
42"
CM
P
48"
CM
P
PO
OR
48"
CM
P
PO
OR
48"
CM
P
PO
OR
2x3x2 Boulders
01B04
01B03
01A04
01A0301A02
01A0101B02
01B0101A06 01A05
01D0401D03
01B01
01B0601B06
01B0501D02
01D01
01B03
01B02
01F0101E0701E02
01E01
01D06 01D05
01E0601E05
01E04
01E03
01G05
01G04
01F05
01F04
01F03
01F02
01G03
01G0201G01
01F06
Flo
w
of Cofferdam
Possible Location
of Cofferdam
Possible Location
Proposed PoleProposed Pole
Proposed Pole
17+00 18+00 19+00 20+0021+00
22+00
23+00
24+00
PC
=
ST
A. 20
+32.68
PT
=
ST
A.
22
+99.2
4
PC
=
ST
A.
24
+05.0
5
ROXBURY NOTCH ROADROUTE 120 STATE AID HIGHWAY NO. 2
P.L.
P.L.
ME
AD
OW
BR
OO
K
403.48’266.56’
105.81’
LIMITS
TEMP. CONST.
EASE. LIMITS
DRAINAGE
+75 +30+90+01*
+07*
50’
55’
+50
55’
+50
+20 +40+30
+60
LIMITS
TEMP. CONST.
55’
55’
LIMITS
DRAINAGE EASE.
+30
DRAINAGE E
ASE. LIMI
TS
+70 +25
+10
+91*
50’
60’EASE. LIMITS
DRAINAGE
SLOPE
EASE. LIM
ITS
50’
50’50’
+80+30
EASE. LIMITS
DRAINAGE
50’
50’
+40
ï »¿349î��
P.L. +
/-
GRID 19
XX
ZO
NE
+60
TEMP. CONST. LIMITS
+83*
ï »¿1,302î��
1,082�
TOTAL AREA = 25* AC. (PER DEED)
TEMP. CONST. RIGHTS = 1,302* S.F. (1)
SLOPE EASE. = 1,887* S.F. (2)
DRAINAGE EASE. = 1,961* S.F. (4)
ITEM NO. (1)
ALAN T. GERACE
TEMP. CONST. LIMITS
+70+11*
848�
TOTAL AREA = 17* AC. (PER DEED)
TEMP. CONST. RIGHTS = 1,197* S.F. (2)
DRAINAGE EASE. = 662* S.F. (1)
ITEM NO. (4)
F/K/A ELIZABETH GRINDLE
ELIZABETH BRITT
DOROTHY M. ROBERTS
END B.L.
E = 9.96’
T = 134.26’
L = 266.56’
R = 900.00’
PI = 21+66.94
CURVE DATA #3
518�
652�
759�504� 493�
655�
662�471�
1,284�
THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT’S ACQUISITION OF
ESTABLISH LEGAL BOUNDARIES BETWEEN ABUTTING PROPERTY OWNERS.
REAL PROPERTY FOR TRANSPORTATION PURPOSES. IT CANNOT BE USED TO
STA. 17+00 LT. TO STA. 17+30 LT.
OUTLET DRAINAGE STRUCTURE
STA. 17+00 RT. TO STA. 17+30 RT.INLET DRAINAGE STRUCTURE
STA. 19+00 LT. TO STA. 19+30 LT.
OUTLET DRAINAGE STRUCTURE
STA. 19+75 RT. TO STA. 20+50 RT.
INLET DRAINAGE STRUCTURE
STA. 19+60 LT. TO STA. 20+25 LT.
OUTLET DRAINAGE STRUCTURE
TO MEXICO
1850, 4 RODS WIDE
VOL. 3, PAGE 180
OXFORD COUNTY COMMISSIONERS RECORDS
EXISTING RIGHT OF WAY REFERENCES
TOTAL AREA = 29* AC. (PER TAX MAP)TEMP. CONST. RIGHTS = 1,284* S.F. (1)DRAINAGE EASE. = 1,123* S.F. (3)SLOPE EASE. = 999* S.F. (1)ITEM NO. (2)MCI INTERNATIONAL, INC.
SLOPE EASE. LIMITS
999* S.F.
STA. 19+12 RT.
INLET DRAINAGE STRUCTURE
PRIVATE WATER LINEAPPROXIMATE LOCATION OF
TOTAL AREA = 7.6* AC. (PER TAX MAP)
TEMP. CONST. RIGHTS = 1,082* S.F. (1)
DRAINAGE EASE. = 655* S.F. (1)
ITEM NO. (3)
RII TIMBERLAND PARTNERS I, L.P.
MICHAEL SCOTT COLEY (PER TAX RECORDS)
JESSIE STEVEN CHISOLM (PER TAX RECORDS)
CNTRL
CNTRL
