-
WILLIAMS ST.
WASHINGTON ST.
I
N
D
I
A
N
A
P
O
L
I
S
A
V
E
.
GRAN
T ST.
MAYORMATTHEW GENTRY
JANE TAYLOR MEMBER
BILL STONER MEMBER
ALLEN MILBURN MEMBER
DICK ROBERTSON MEMBER
SCALE: NONE
BEGIN PROJECT
P.O.T. Sta. 10+00.00 "PR-A-1"
Approx. 40°03'01" N. Lat. & 86°27'37" W. Long.
VICINITY MAP
CITY OF LEBANON
UTILITIES
AT&T DISTRIBUTION: CURTIS MILLER
116 E TAYLOR ST.
KOKOMO, IN 46901
765-454-4054
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes,
inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE
IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL
CONSTRUCTION.
R
R
INDEX
SHEET NO. DESIGNATION
1 TITLE SHEET
CITY OF LEBANON
BOARD OF PUBLIC WORKS
ERC
END CONSTRUCTION
P.O.T. Sta. 35+04.46 "PR-A-1"
1" = 500'
BOONE COUNTY REMC: JEFF DICKERSON
PO BOX 563
LEBANON, IN 46052
765-482-2390
VECTREN: STEVEN NEAL
3419 RASCAL DR.
KOKOMO, IN 46901
765-449-5673
COMCAST: JOHN GAYDAY
720 TAYLOR ST.
FORT WAYNE, IN 46802
260-458-5107
LEBANON WATER: RYAN OTTINGER
401 S MERIDIAN ST.
LEBANON, IN 46502
765-482-8843
METRONET: DOUG RECKART
8036 COLE WOOD BLVD.
INDIANAPOLIS, IN 46239
317-809-8067
KEVIN KRULIK, P.E. CITY ENGINEER, ERC
13
PROJECT LOCATION SHOWN BY
%
-
-
-
2,718
PROJECT DESIGN CRITERIA
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
ACCESS CONTROL
FUNCTIONAL CLASSIFICATION
TERRAIN
A.A.D.T.
A.A.D.T.
D.H.V.
TRUCKS
RURAL/URBAN
(2018)
(2022)
(2022)
% A.A.D.T.
% D.H.V.
V.P.H.
V.P.D.
V.P.D.
GRANT STREET
DESIGN DATA
TRAFFIC DATA
-
LEVEL
NONE
MAJOR COLLECTOR
RECONSTRUCTION NON-FREEWAY
20 MPH
URBAN
1" = 20'
1" = 20'
1" = 20'
1" = 20'
ROAD PLANS
MAX. GRADE- 4.70%
{ {
PROFILE
PLAN
VERT:-
HORIZ:-
TRANS:-
LONG:-
SCALES:
NET LENGTH: 0.41 mi
GROSS LENGTH: 0.41 mi
GRANT ST. RECONSTRUCTION PHASE 2
THIS PROJECT IS A RECONSTRUCTION AND WIDENING OF GRANT STREET FROM INDIANAPOLIS AVENUE TO.
WASHINGTON STREET . THE PROJECT IS LOCATED IN SECTIONS 30 AND 31, TOWNSHIP 19 NORTH, RANGE 1
EAST ON THE LEBANON, INDIANA QUADRANGLE MAP, LEBANON, INDIANA.
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2020 TO BE USED WITH THESE PLANS.
SCALE: NONE
INDIANA DEPARTMENT
OF TRANSPORTATION
O A
A
AT
I
N TF TR
N S
P ORTATION
NA
DEP
RME
ND I
PROJECT NO. P.E.
R/W
CONST.
FOR LETTING:
DATE
PROJECT DESIGNATION
CONTRACT
PLANS
PREPARED BY:
PHONE
(317)713-4615
Butler Fairman and Seufert Inc.
CERTIFIED BY:
DATE
APPROVED
INDIANA DEPARTMENT OF TRANSPORTATION
CONTRACT PROJECT
SHEET
DESIGNATION
OF
BRIDGE FILE
BFS N
O.
SURVEY BOOK
R-40877
R-40877
2001641
2001641
2001641
2001641
1
6315
COUNTY
INDIANAPOLIS AVE. TO WASHINGTON ST.
XXXXXX
END PROJECT
P.O.T. Sta. 35+04.46 "PR-A-1"
BEGIN CONSTRUCTION
P.O.T. Sta. 10+00.00 "PR-A-1"
AutoCAD SHX Text925.2
AutoCAD SHX TextW.S.
AutoCAD SHX TextKnow what's
AutoCAD SHX TextCall
AutoCAD SHX Textbelow.
AutoCAD SHX Textbefore you dig.
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R101.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:48 PM6/18/2020 7:40 AM Save:1/16/2020 4:48 PM Save:1/16/2020 4:48 PM1/16/2020 4:48 PM
-
2%
11'-0"2'-0"
Line "A"
TYPICAL SECTION - GRANT ST.
Scale: 1/4" = 1'-0'
Sta. 10+28.58 "PR-A-1" to 31+89.21 "PR-A-1"
27
3
:
1
3
:
1
Fill
Cut
5'-0"
2%
11'-0" 2'-0"
27
3
:
1
3
:
1
Fill
Cut
5'-0"
1.5% 1.5%
K
15
K
15
F F
Subgrade Treatment
2'-0" 2'-0"
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
2
2001641
6315
LEGEND
Concrete Sidewalk, 4"
HMA Pavement (Depth TBD)
2' Combined Conc. Curb & Gutter
Seeding, Type U
F
K
15
27
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R211.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 5:00 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 5:00 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 5:00 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 5:00 PM6/18/2020 7:40 AM Save:1/16/2020 5:00 PM Save:1/16/2020 5:00 PM1/16/2020 5:00 PM
-
Structure No. 110
+80, 12.0' Lt.
Inlet, Type J-10 &
Structure No. 112
+80, 4.5' Rt.
Manhole, Type C-4 &
4' Of 12" Pipe Req'd
Structure No. 111
+80, 12.0' Rt.
Inlet, Type J-10 &
146' Of 12" Pipe Req'd
Structure No. 114
+30, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 115
+30, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 113
+30, 12.0' Lt.
Inlet, Type J-10 &
146' Of 12" Pipe Req'd
Structure No. 117
+80, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 118
+80, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 116
+80, 12.0' Lt.
Inlet, Type J-10 &
146' Of 12" Pipe Req'd
I
n
d
i
a
n
a
p
o
l
i
s
A
v
e
.
Grant St.
Grant St.
CR
C
CC
CC
K
K
15
15
15
15
F
F
F
F
F
F
P.O.T. Sta. 10+00.00 "PR-A-1"
10+
00
11+
00
12+
00
13+
00
14+
00
13' Of 12" Pipe Req'd
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
BEGIN PROJECT
P.O.T. Sta. 10+28.58 "PR-A-1"
Match Line - S
ta. 15+
00 "P
R-A
-1"
890
900
910
920
930
940
950
890
900
910
920
930
940
950
10+00 11+00 12+00 13+00 14+00 15+00
936.7
936.7
936.2
936.1
935.7
935.6
935.3
935.0
934.9
934.6
934.4
934.2
933.8
933.4
933.5
933.5
933.5
933.6
933.6
933.5
933.5
933.4
933.5
933.5
933.6
933.5
936.69
936.68
936.24
936.10
935.74
935.55
935.33
934.96
934.90
934.58
934.39
934.17
933.83
933.40
933.47
933.49
933.55
933.62
933.58
933.48
933.53
933.44
933.47
933.45
933.58
933.51
-0.66%
BEGIN PROJECT
Sta. 10+28.58 "PR-A-1"
Str. No. 112
146' Of 12" Pipe @ 0.49% Req'd
Str. No. 115
146' Of 12" Pipe @ 0.59% Req'd
Str. No. 118
Existing Grade
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
3
2001641
6315
LEGEND
Concrete Pavement For Drives, 6"
Concrete Sidewalk, 4"
HMA Pavement
2' Combined Conc. Curb & Gutter
C
F
K
15
Conc. Curb RampCR
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R451.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Save:1/16/2020 4:55 PM1/16/2020 4:55 PM
-
Structure No. 117
+80, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 118
+80, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 116
+80, 12.0' Lt.
Inlet, Type J-10 &
146' Of 12" Pipe Req'd
Structure No. 120
+30, 12.0' Rt.
Inlet, Type J-10 &
5' Of 12" Pipe Req'd
Structure No. 121
+30, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 119
+30, 12.0' Lt.
Inlet, Type J-10 &
66' Of 18" Pipe Req'd
Structure No. 123
+00, 12.0' Rt.
Inlet, Type M-10 &
47' Of 12" Pipe Req'd
Structure No. 122
+00, 12.0' Lt.
Inlet, Type M-10 &
47' Of 12" Pipe Req'd
Structure No. 126
+50, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 124
+00, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
166' Of 24" Pipe Req'd
Structure No. 128
+70, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 129
+70, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 127
+70, 12.0' Lt.
Inlet, Type J-10 &
Structure No. 131
+00, 12.0' Rt.
Inlet, Type J-10 &
Structure No. 130
+00, 12.0' Lt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
13' Of 12" Pipe Req'd
126' Of 24" Pipe Req'd
Structure No. 125
+50, 12.0' Lt.
Inlet, Type J-10 &
Grant St.
E Elm
St.
Grant St.
Grant St.
CR
CC
C
C
C
C
C
K
K
15
15
15
15
F
F
F
F
F
F
16+
00
17+
00
18+
00
19+
00
Structure No. 132
+00, 4.5' Rt.
Manhole, Type C-4 &
346' Of 24" Pipe Req'd
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Match Line - S
ta. 15+
00 "P
R-A
-1"
Match Line - S
ta. 20+
00 "P
R-A
-1"
890
900
910
920
930
940
950
890
900
910
920
930
940
950
15+0015+00 16+00 17+00 18+00 19+00 20+00
933.51
933.51
933.38
933.30
933.30
933.26
933.10
933.08
932.97
932.85
932.83
932.60
932.62
932.58
932.65
932.47
932.68
932.87
933.08
933.21
933.26
933.36
933.52
933.76
933.94
934.07
934.06
933.5
933.5
933.4
933.3
933.3
933.3
933.1
933.1
933.0
932.8
932.8
932.6
932.6
932.6
932.7
932.5
932.7
932.9
933.1
933.2
933.3
933.4
933.5
933.8
933.9
934.1
934.1
0.65%
PVI Sta. 17+00
PVI El. 932.00
200' V.C.
146' Of 12" Pipe @ 0.57% Req'd
Str. No. 121
66' Of 18" Pipe @ 0.23% Req'd
Str. No. 124
166' Of 24" Pipe @ 0.15% Req'd
Str. No. 129
126' Of 24" Pipe @ 0.15% Req'd
Existing Grade
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
4
2001641
6315
LEGEND
Concrete Pavement For Drives, 6"
Concrete Sidewalk, 4"
HMA Pavement
2' Combined Conc. Curb & Gutter
C
F
K
15
Conc. Curb RampCR
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R451.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Save:1/16/2020 4:55 PM1/16/2020 4:55 PM
-
Structure No. 131
+00, 12.0' Rt.
Inlet, Type J-10 &
Structure No. 130
+00, 12.0' Lt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
13' Of 12" Pipe Req'd
Structure No. 134
+50, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 135
+50, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 133
+50, 12.0' Lt.
Inlet, Type J-10 &
146' Of 24" Pipe Req'd
Structure No. 137
+00, 12.0' Rt.
Inlet, Type J-10 &
5' Of 12" Pipe Req'd
Structure No. 138
+00, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 136
+00, 12.0' Lt.
Inlet, Type J-10 &
146' Of 24" Pipe Req'd
Grant St.
Grant St.
E. South St.
CRC
C
CC
C
C
C
C
C
C
C
K
K
15
15
15
15
F
F
F
F
21+
00
22+
00
23+
00
24+
00
Structure No. 132
+00, 4.5' Rt.
Manhole, Type C-4 &
346' Of 24" Pipe Req'd
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Match Line - S
ta. 20+
00 "P
R-A
-1"
Match Line - S
ta. 25+
00 "P
R-A
-1"
890
900
910
920
930
940
950
890
900
910
920
930
940
950
20+0020+00 21+00 22+00 23+00 24+00 25+00
934.1
934.1
934.1
934.0
934.0
934.3
934.5
934.5
934.7
935.0
934.9
934.6
934.3
934.3
934.1
933.8
933.6
933.2
932.9
932.7
932.2
932.1
931.8
931.8
931.6
931.8
931.6
934.06
934.06
934.11
934.04
933.99
934.30
934.46
934.52
934.71
934.96
934.89
934.60
934.30
934.25
934.10
933.83
933.64
933.16
932.92
932.68
932.24
932.13
931.81
931.76
931.58
931.77
931.63
-0.84%
PVI Sta. 21+65
PVI El. 935.00
200' V.C.
Str. No. 132
346' Of 24" Pipe @ 0.15% Req'd
Str. No. 135
146' Of 24" Pipe @ 0.15% Req'd
Str. No. 138
Existing Grade
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
5
2001641
6315
LEGEND
Concrete Pavement For Drives, 6"
Concrete Sidewalk, 4"
HMA Pavement
2' Combined Conc. Curb & Gutter
C
F
K
15
Conc. Curb RampCR
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R451.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Save:1/16/2020 4:55 PM1/16/2020 4:55 PM
-
Structure No. 137
+00, 12.0' Rt.
Inlet, Type J-10 &
5' Of 12" Pipe Req'd
Structure No. 138
+00, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 136
+00, 12.0' Lt.
Inlet, Type J-10 &
146' Of 24" Pipe Req'd
4' Of 12" Pipe Req'd
Structure No. 140
+50, 12.0' Rt.
Inlet, Type J-10 &
Structure No. 141
+50, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 139
+50, 12.0' Lt.
Inlet, Type J-10 &
86' Of 24" Pipe Req'd
Structure No. 152
+70, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 153
+70, 4.5' Rt.
Manhole, Type C-4 &
126' Of 24" Pipe Req'd
Grant St.
E. South St.
Grant St.
E M
ain St.
E M
ain St.
CR
CR
CR
C
C
C
C
C
C
C
C
15
15
15
15
15
15
F
F
F
F
26+
00
27+
00
28+
00
29+
00
Structure No. 143
+40, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 144
+40, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 142
+40, 12.0' Lt.
Inlet, Type J-10 &
86' Of 24" Pipe Req'd
Structure No. 146
+30, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 147
+30, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 145
+30, 12.0' Lt.
Inlet, Type J-10 &
116' Of 24" Pipe Req'd
Structure No. 149
+50, 12.0' Rt.
Inlet, Type J-10 &
Structure No. 150
+50, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 148
+50, 12.0' Lt.
Inlet, Type J-10 &
116' Of 24" Pipe Req'd
4' Of 12" Pipe Req'd
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Prop. R/W
Match Line - S
ta. 25+
00 "P
R-A
-1"
Match Line - S
ta. 30+
00 "P
R-A
-1"
890
900
910
920
930
940
950
890
900
910
920
930
940
950
25+00 26+00 27+00 28+00 29+00 30+00
931.6
931.5
931.1
930.7
930.6
930.7
930.8
930.6
930.5
930.3
930.3
930.5
930.7
930.7
930.8
930.8
930.8
930.5
930.7
930.6
930.6
930.8
931.1
931.2
931.3
931.4
931.63
931.49
931.06
930.72
930.61
930.66
930.79
930.60
930.50
930.33
930.30
930.51
930.66
930.70
930.76
930.77
930.75
930.49
930.67
930.63
930.63
930.85
931.11
931.24
931.32
931.41
0.36%
PVI Sta. 27+00
PVI El. 930.50
200' V.C.
Str. No. 138
146' Of 24" Pipe @ 0.15% Req'd
Str. No. 141
86' Of 24" Pipe @ 0.14% Req'd
Str. No. 144
86' Of 24" Pipe @ 0.14% Req'd
Str. No. 147
116' Of 24" Pipe @ 0.14% Req'd
Str. No. 150
Existing Grade
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
6
2001641
6315
LEGEND
Concrete Pavement For Drives, 6"
Concrete Sidewalk, 4"
HMA Pavement
2' Combined Conc. Curb & Gutter
C
F
K
15
Conc. Curb RampCR
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R451.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Save:1/16/2020 4:55 PM1/16/2020 4:55 PM
-
Structure No. 152
+70, 12.0' Rt.
Inlet, Type J-10 &
4' Of 12" Pipe Req'd
Structure No. 153
+70, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 151
+70, 12.0' Lt.
Inlet, Type J-10 &
126' Of 24" Pipe Req'd
Structure No. 154
+00, 4.5' Rt.
Manhole, Type C-4 &
Structure No. 155
+25.8, 75.3' Rt.
Manhole, Type C-4 &
52' Of 24" Pipe Req'd
Grant St.
Grant St.
E W
ashington St.
CR
C
C
C
C
K
K
15
15
15
F
F
P.O.T. Sta. 35+04.46 "PR-A-1"
31+
00
32+
00
33+
00
34+
00
35+
00
Structure No. 149
+50, 12.0' Rt.
Inlet, Type J-10 &
Structure No. 150
+50, 4.5' Rt.
Manhole, Type C-4 &
13' Of 12" Pipe Req'd
Structure No. 148
+50, 12.0' Lt.
Inlet, Type J-10 &
116' Of 24" Pipe Req'd
4' Of 12" Pipe Req'd
71' Of 24" Pipe Req'd
END PROJECT
P.O.T. Sta. 31+89.21 "PR-A-1"
END INCIDENTAL
P.O.T. Sta. 32+17.24 "PR-A-1"
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
Prop. R/W
Prop. R/W
Match Line - S
ta. 30+
00 "P
R-A
-1"
890
900
910
920
930
940
950
890
900
910
920
930
940
950
30+0030+00 31+00 32+00 33+00 34+00 35+00
931.4
931.4
931.5
931.6
931.6
931.5
931.5
931.8
931.9
932.0
932.0
932.3
932.3
932.6
933.1
933.8
934.3
934.8
935.1
934.4
926.5
921.4
919.2
920.4
934.3
935.2
934.5
931.41
931.41
931.50
931.56
931.57
931.54
931.50
931.81
931.88
932.04
932.02
932.29
932.27
932.57
933.14
933.82
934.34
934.77
935.13
934.43
926.53
921.42
919.17
920.44
934.30
935.16
934.47
END PROJECT
Sta. 31+89.24 "PR-A-1"
END INCIDENTAL
Sta. 32+17.24 "PR-A-1"
116' Of 24" Pipe @ 0.15% Req'd
Str. No. 153
126' Of 24" Pipe @ 0.15% Req'd
Str. No. 154
Existing Grade
CHECKED:
DESIGN ENGINEER
CHECKED:
DESIGNED:
FOR APPROVAL:
DRAWN:
RECOMMENDED
DATE
CONTRACT
VERTICAL SCALE
SURVEY BOOK
PROJECT
SHEET
DESIGNATION
OF
HORIZONTAL SCALE
BRIDGE FILE
BFS N
O.
DEPARTMENT OF TRANSPORTATION
INDIANA
DAV
ACE
SHH
DAV
1" = 20'
1" = 10'
R-40877
2001641
7
2001641
6315
LEGEND
Concrete Pavement For Drives, 6"
Concrete Sidewalk, 4"
HMA Pavement
2' Combined Conc. Curb & Gutter
C
F
K
15
Conc. Curb RampCR
AutoCAD SHX Text\\bfsnt241\jobs5\631500.0000\ProjDevelopment\Design\Drawings\Phase 2\Phase 2 - 6315R451.dwg Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Douglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PMDouglas A. Valmore Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Plot:6/18/2020 7:40 AM Save:1/16/2020 4:55 PM6/18/2020 7:40 AM Save:1/16/2020 4:55 PM Save:1/16/2020 4:55 PM1/16/2020 4:55 PM
1 Phase 2 - 6315R101 Title2 Typ-13 PR-A-1-14 PR-A-1-25 PR-A-1-36 PR-A-1-47 PR-A-1-5