CITY OF BLOOMINGTON, IN PLANNING AND ......1 18 2018 DESIGNATION SHEETS PROJECT SURVEY BOOK CONTRACT...
18
1 18 2018 DESIGNATION SHEETS PROJECT SURVEY BOOK CONTRACT of CITY OF BLOOMINGTON, IN PLANNING AND TRANSPORTAION DEPARTMENT APPROVED FOR LETTING: DATE PHONE NUMBER PLANS PREPARED BY: DATE CERTIFIED BY: INDIANA DEPARTMENT OF TRANSPORTATION INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED AND SUPPLEMENTS THEREOF, SHALL BE USED WITH THESE PLANS. MONROE PROJECT LOCATION SHOWN BY Sidewalk Improvements Along East Side of Mitchell Street From Circle Drive to Maxwell Drive Section 3, T-8-N, R-1-W, Perry Township, Monroe County, Indiana SIDEWALK IMPROVEMENT PLAN S. MITCHELL STREET S. Mitchell St. Circle Dr. Maxwell Ln. S. High St. E. Sheridan Ln. E. Hillside Dr. S. Woodlawn Ave. S. Henderson St. E. Atwater Ave. Construction Area 90% PLANS SCALE: 1"=1000'
Transcript of CITY OF BLOOMINGTON, IN PLANNING AND ......1 18 2018 DESIGNATION SHEETS PROJECT SURVEY BOOK CONTRACT...
1 18
2018
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
CITY OF BLOOMINGTON, IN
PLANNING AND TRANSPORTAION DEPARTMENT
APPROVED
FOR LETTING:
DATE
PHONE NUMBER
PLANS
PREPARED BY:
DATE
CERTIFIED BY:
INDIANA DEPARTMENT OF TRANSPORTATION
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED
AND SUPPLEMENTS THEREOF, SHALL BE
USED WITH THESE PLANS.
MONROE
PROJECT LOCATION SHOWN BY
Sidewalk Improvements Along East Side of Mitchell Street From Circle Drive to Maxwell Drive
Section 3, T-8-N, R-1-W, Perry Township, Monroe County, Indiana
SIDEWALK IMPROVEMENT PLAN
S. MITCHELL STREET
S. M
itchell St.
Circle Dr.
Maxwell Ln.
S. H
igh St.
E. Sheridan Ln.
E. Hillside Dr.
S. W
oodlaw
n Ave.
S. H
enderson St.
E. Atwater Ave.
Construction Area
9
0
%
P
L
A
N
S
SCALE:
1"=1000'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
REVISIONS
INDEX
DRAWINGS INDEXSHEET NO.
REVISEDDATESHEET NO.
1
TITLE
2
INDEX
3
TYPICAL SECTION
INDEX
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4
PLAN AND PROFILE
5-6
CURB RAMP DETAILS
7
CROSS SECTIONS
9
MAINTENANCE OF TRAFFIC
11-18
STRUCTURE DATA TABLE
8
EROSION CONTROL
10
MISCELLANEOUS TABLES
UTILITIES
AT&T Distribution Communications
240 North Meridian Street , Room 225
Indianapolis, IN 46204
Contact: Brent McCabe
812-334-4521
City of Bloomington Utilities
Sanitary Sewer and Water
600 East Miller Drive
Bloomington, IN 47402
Contact: Jane Fleig
812-349-3631
Comcast Central Cable TV
2450 South Henderson Street
Bloomington, IN 47401
Contact: Scott Templeton
812-355-7822
Duke Energy Power/Electric
3001 West Broadway Street
Princeton, IN 47670
Contact: Dawn McDaniel
812-385-1636
Smithville Fiber Telephone
1600 West Temperance Street
P.O. Box 728
Ellettsville, IN 47429
Contact: Joe Bryniarski
812-935-2262
Vectren Energy Natural Gas
2345 East Main Street
Danville, IN 46122
Contact: Ariel Thomas
812-330-4018
9
0
%
P
L
A
N
S
Travel Lane
5.00'
Sidewalk
L
C S Mitchell St.
Travel Lane
10.00'10.00'
Sta. 10+00.00 to 17+24.97 Line "PR-M"
S. Mitchell St.
2.00' 2.00'
6"
1.00'
4
:
1
LEGEND:
F
15 Curb & Gutter, Concrete, Modified
5.00'
Grass Buffer
15
F
1
2
:1
K
1.5%
26
26
Subgrade Treatment,
Type IB
26 Seeding, Nursery
Sidewalk, Concrete
Subgrade Treatment, Type III
"PR-M"
2.00'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
N.T.S.
N.T.S.
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TYPICAL SECTION
K
Widening With HMA, Type C
165 lb/yd HMA Surface XX mm on
275 lb/yd HMA Intermediate XX mm on
330 lb/yd HMA Base XX mm
9
0
%
P
L
A
N
S
SHOULDER
CLOSED
W-21-5A
COLEMAN T. & JOCILYN R.WATSON
MARK D. & POLLY
ANDREA M.SHILLING
RONALD C. &MICHAEL W. EVANS
TIMOTHY H. &MICHELE E. STEBBINS
MICHAEL A. &SUSAN L. NORRIS
ARI ROSEN,KAREN GREEN
STONE & ROBERTC. STONE
JAMES K. MAY &ANN M. SEGRAVES
LORENZ M. &HELEN FLURI
ZAKARY SZYMANSKI
MARY CATHERINECARMICHAEL
C
i
r
l
c
e
D
r
.
S
. M
itc
h
e
ll S
t.
ROAD
WORK
AHEAD
XW21-4-A
END
ROAD WORK
XG20-2a
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
13+00
14+00
SHOULDER
CLOSED
W-21-5A
MICHAEL S. LITWIN & MARY J.BLIZZARD
STEVEN M. DUNPHY
JAMES E. JR. &BETSY M. WATSON
COLEMAN T. & JOCILYN R.WATSON
VICKY ST. MYERSMARK D. & POLLY
BROWN
E. M
axw
ell Ln.
END
ROAD WORK
XG20-2a
ROAD
WORK
AHEAD
XW21-4-A
END
ROAD WORK
XG20-2a
14+00
15+00
16+00
1
7
+
0
0
17+
24.97
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
MAINTENANCE OF TRAFFIC
1"=20'
N.A.
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LEGEND:
Channelization Device
Construction Area
Matchline Sta. 14+
00
Matchline Sta. 14+
00
Construction Sign
9
0
%
P
L
A
N
S
JAMES E. JR. &BETSY M. WATSON
COLEMAN T. & JOCILYNR. WATSON
VICKY ST. MYERSMARK D. & POLLYBROWN
ANDREA M.SHILLING
RONALD C. &MICHAEL W. EVANS
TIMOTHY H. &MICHELE E.STEBBINS
ARI ROSEN,KAREN GREEN STONE& ROBERT C. STONE
JAMES K. MAY &ANN M. SEGRAVES
LORENZ M. &HELEN FLURI
ZAKARY SZYMANSKI
MARY CATHERINECARMICHAEL
1
8
.
3
'
1
8
'
12.4'
20'
5
'
5
'
5
'
5'
D
D
D
D
F
F
F
F
15
15
CG 15
S. Mitchell St.
C
i
r
c
l
e
D
r
.
F
R
2
'
2
0
'
2'
20.0'
R
3
5
'
R
1
0
'
R
1
0
'
R
1
0
'
R
1
0
'
R
1
0
'
R
1
0
'
R
1
0
'
R
1
0
'
+
0
5
1
4
'
K
K
5
'
5
'
5'
5'
5'
5'
5'
C
o
n
s
t. L
im
its
C
o
n
s
t
.
L
i
m
i
t
s
C
o
n
st. Lim
its
103
102
101
100
1
6
.
3
'
R
1
0
'
16'
25.2'
16'
1
1
+
0
0
1
2
+
0
0
13+00
14+00
N00°17'42"WCURVE DATA
PI = 10+28.52 "PR-M"
Delta = 52°00'05"
R = 38.50 ft
T = 18.78 ft
L = 34.94 ft
E = 4.34 ft
N20°13'03"E
CURVE DATA
PI = 10+64.92 "PR-M"
Delta = 3°54'57"
R = 233.70 ft
T = 7.99 ft
L = 15.97 ft
E = 0.14 ft
N16°18'06"E
CURVE DATA
PI = 12+22.58 "PR-M"
Delta = 16°35'49"
R = 586.50 ft
T = 85.54 ft
L = 169.89 ft
E = 6.21 ft
LINE "PR-M"
+
4
7
1
6
'
+
5
6
1
4
'
Begin Project
Sta. 10+00.00 "PR-M"
107
+
5
2
+
43
+
4
4
+16
BM
TBM 304
BM
TBM 305
R
3006
R
3007
R
WM
WM
WM
S
GM
S
TP
810
815
820
825
830
835
840
845
850
810
815
820
825
830
835
840
845
850
828.9
828.87
829.8
829.79
830.2
830.22
830.5
830.54
830.8
830.82
831.1
831.10
831.3
831.29
831.5
831.47
831.6
831.63
831.8
831.81
832.0
832.02
832.3
832.27
832.5
832.48
832.7
832.69
833.0
833.01
833.4
833.44
833.8
833.84
834.2
834.15
834.5
834.49
834.9
834.90
835.5
835.50
9+00 10+00 11+00 12+00 13+00 14+00 15+00
12" Pip
e @
2.16%
1
2
" P
ip
e
@
2
.8
2
%
12" Pipe @ 1.00%
12" Pipe @
0.50%
12" Pipe @ 0.37%
STR. 103
STR. 102
STR. 202
STR. 101
STR. 201
STR. 100
Existing Grade
"PR-M"
828.80
829.14
829.24829.56
829.00
829.25
829.35
831.10
831.20
828.79
828.66
Proposed Ditch @ 0.20%
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
Matchline Sta. 15+
00
1"=20'
1" =5'
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PLAN AND PROFILE
LEGEND:
15
Curb and Gutter, Concrete, Modified
D
PCCP for Driveway
F
Sidewalk, Concrete
RCurb Ramp, Concrete
KWidening With HMA, Type C
165 lb/yd HMA Surface XX mm on
275 lb/yd HMA Intermediate XX mm on
330 lb/yd HMA Base XX mm
REMOVE EXISTING INLETS
& 75 LFT OF PIPE
INV = 828.80'
PROPOSED DITCH
GRADED AT 0.2%
PROPOSED DITCH
GRADED AT 0.2%
INV = 829.00'
9
0
%
P
L
A
N
S
MICHAEL S. LITWIN& MARY J. BLIZZARD
STEVEN M. DUNPHY
12'
9'
5'
D
F
F
15
S
6
'
15
S. Mitchell St.
E. M
axw
ell Ln.
R
20'
20'
2'
R
2
3
.
5
'
R
2
.
5
'
K
15
R
2
.
5
'
R
R
2
3
.
5
'
5'
Const. Limits
Const. Limits
105
104
17.8'
R
1
0
'
106
16+00
1
7
+
0
0
N00°17'42"W
CURVE DATA
PI = 16+90.36 "PR-M"
Delta = 90°28'49"
R = 27.00 ft
T = 27.23 ft
L = 42.64 ft
E = 11.34 ft
CURVE DATA
PI = 17+11.76 "PR-M"
Delta = 89°53'31"
R = 6.00 ft
T = 5.99 ft
L = 9.41 ft
E = 2.48 ft
N89°41'29
"E
S00°00'00"E
LINE "PR-M"
K
End Project
Sta. 17+24.97 "PR-M"
107
+12
BM
TBM 306
R
3008
AC
GM
WM
WM
S
S
GM
WM
810
815
820
825
830
835
840
845
850
810
815
820
825
830
835
840
845
850
Existing Grade
"PR-M"
835.5
835.50
836.2
836.17
836.8
836.76
837.5
837.46
838.3
838.26
839.2
839.24
840.2
840.20
840.8
840.77
840.3
840.35
15+00 16+00 17+00 18+00 19+00 20+00 21+00
1
2
" P
ip
e
@
2
.8
6
%
1
2
"
P
i
p
e
@
4
.
7
4
%
STR. 106
STR. 105
STR. 104
833.30
833.40
836.35
836.45
839.44
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
Matchline 15+
00
1"=20'
1" =5'
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Profile 01.dw
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PLAN AND PROFILE
LEGEND:
15
Curb and Gutter, Concrete, Modified
D
PCCP for Driveway
F
Sidewalk, Concrete
RCurb Ramp, Concrete
K Widening With HMA, Type C
165 lb/yd HMA Surface XX mm on
275 lb/yd HMA Intermediate XX mm on
330 lb/yd HMA Base XX mm on
Subgrade Treatment, Type IB
9
0
%
P
L
A
N
S
T
P
Cirlce D
r.
S. Mitchell St.
4.4'
7.3'
6.0'
5.0'
F
K
15
6.0%
1.5%
829.33
829.59
829.59
829.95
829.87
829.51
829.40
S. Mitchell St.
E. M
axw
ell Ln.
6
.
0
'
6
.
5
'
5
.6
'
8
.
6
'
15
K
K
15
8
.
3
%
1.5%
4
.0
'
6
.
0
'
2
.
0
'
840.99
840.88
840.32
840.25
840.22
840.28
840.31
840.38
E. M
axw
ell Ln.
S. Mitchell St.
1.5%
1
7
.
0
'
5.0'
840.82
840.78
840.87
841.23
841.14
7.2%
15.9'
6.0'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
AS SHOWN
AS SHOWN
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CURB RAMP DETAILS
N.E. CORNER OF MITCHELL ST. & CIRCLE DR.
Scale: 1" = 5'
S.E. CORNER OF MITCHELL ST. & MAXWELL LN.
Scale: 1" = 5'
N.E. CORNER OF MITCHELL ST. & MAXWELL LN.
Scale: 1" = 5'
LEGEND:
15
Curb and Gutter, Concrete, Modified
F
Sidewalk, Concrete
K
Widening With HMA, Type C
165 lb/yd HMA Surface XX mm on
275 lb/yd HMA Intermediate XX mm on
330 lb/yd HMA Base XX mm
9
0
%
P
L
A
N
S
BM
BM
TBM 305
R
R
3007
R
WM
WM
WM
S
GM
TP
LORENZ M. &HELEN FLURI
C
i
r
l
c
e
D
r
.
COLEMAN T. & JOCILYN R.WATSON
MARK D. & POLLY
ANDREA M.SHILLING
RONALD C. &MICHAEL W. EVANS
TIMOTHY H. &MICHELE E. STEBBINS
ARI ROSEN,KAREN GREEN
STONE & ROBERTC. STONE
JAMES K. MAY &ANN M. SEGRAVES
+
5
8
ZAKARY SZYMANSKI
+
0
0
S
. M
itc
h
e
ll S
t.
+
9
0
+
8
3
+
8
3
+
72
P
.
T
.
=
1
1
+
1
3
.
2
5
"
P
R
-
A
"
P
.
C
.
=
1
1
+
7
5
.
9
5
"
P
R
-
A
"
P.T. =
13+
43.96 "PR-A"
+
8
9
+
1
4
+04
+17
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
13+00
14+00
MICHAEL S. LITWIN & MARY J.BLIZZARD
STEVEN M. DUNPHY
BM
TBM 306
R
3008
AC
GM
WM
S
S
GM
WM
E. M
axw
ell Ln.
JAMES E. JR. &BETSY M. WATSON
COLEMAN T. & JOCILYN R.WATSON
VICKY ST. MYERSMARK D. & POLLY
BROWN
+64
+43
+14
+62
+13
+36
+50
+79
+76
+79
+16
14+00
15+00
16+00
1
7
+
0
0
17+
24.97
1"=20'
N.A.
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RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
EROSION CONTROL
Matchline Sta. 14+
00
Matchline Sta. 14+
00
LEGEND:
Mulched Seeding
Silt Fence
Inlet Protection
9
0
%
P
L
A
N
S
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
N.A.
N.A.
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uatity Sum
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STRUCTURE DATA TABLE
9
0
%
P
L
A
N
S
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
N.A.
N.A.
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MISCELLANEOUS TABLES
9
0
%
P
L
A
N
S
10+00.00
820
825
830
835
820
825
830
835
10+17.20
820
825
830
835
840
820
825
830
835
840
10+50.00
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Ex. Water
10+75.00
820
825
830
835
840
820
825
830
835
840
11+00.00
820
825
830
835
840
820
825
830
835
840
11+25.00
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=828.84
Ex. Water
Ex. Water
Ex. Water
Offset=
19.30
Source Elevation=
828.72
Offset=
20.45
Source Elevation=
828.77
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
11 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
9
0
%
P
L
A
N
S
11+33.45
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
Inv.=828.88
Ex. Water
11+52.06
820
825
830
835
840
820
825
830
835
840
11+70.66
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=829.02
Inv.=828.95
Ex. Water
Ex. Water
-2.00%-0.39%
12+01.81
820
825
830
835
840
820
825
830
835
840
12+24.37
820
825
830
835
840
820
825
830
835
840
12+42.95
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
STR. 100
Inv.=829.35
Inv.=829.44
Ex. Water
Ex. Water
Ex. Water
-2.00%
-0.90%
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
12 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
CLASS I DRIVE REQ'D., RT.
CLASS I DRIVE REQ'D., RT.
9
0
%
P
L
A
N
S
12+61.52
820
825
830
835
840
820
825
830
835
840
12+66.45
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
STR. 101
Inv.=829.54
Ex. Water
Ex. Water
12+75.00
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
Ex. Water
13+00.00
820
825
830
835
840
820
825
830
835
840
13+25.00
820
825
830
835
840
820
825
830
835
840
13+37.56
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Ex. Water
Ex. Water
Ex. Water
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
13 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
9
0
%
P
L
A
N
S
13+56.54
820
825
830
835
840
820
825
830
835
840
13+75.51
820
825
830
835
840
820
825
830
835
840
13+79.44
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=829.35
Inv.=829.19
Ex. Water
Ex. Water
-8.33%
-1.50%
-6.0
0%
-1
4
.0
0
%
13+96.56
820
825
830
835
840
820
825
830
835
840
14+36.63
820
825
830
835
840
845
820
825
830
835
840
845
14+16.60
820
825
830
835
840
845
820
825
830
835
840
845
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=830.96
Inv.=830.40
Inv.=832.01
Inv.=829.83
Ex. Water
Ex. Water
Ex. Water
-4.00%
-1.50%
-2.77%
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
14 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
CLASS I DRIVE REQ'D., RT.
CLASS I DRIVE REQ'D., RT.
9
0
%
P
L
A
N
S
14+50.00
820
825
830
835
840
845
820
825
830
835
840
845
14+75.00
825
830
835
840
845
825
830
835
840
845
14+41.54
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
STR. 103
Inv.=831.92
Inv.=831.38
Ex. Water
Ex. Water
Ex. Water
14+89.77
825
830
835
840
845
825
830
835
840
845
-30 -20 -10 0 10 20 30
Inv.=832.24
Ex. Water
15+33.77
825
830
835
840
845
825
830
835
840
845
15+11.77
825
830
835
840
845
825
830
835
840
845
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=832.72
Inv.=833.59
Inv.=833.19
Ex. Water
Ex. Water
-4.00%
-1.50%
-6.0
0%
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
15 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
CLASS I DRIVE REQ'D., RT.
9
0
%
P
L
A
N
S
14+50.00
820
825
830
835
840
845
820
825
830
835
840
845
14+75.00
825
830
835
840
845
825
830
835
840
845
14+41.54
820
825
830
835
840
820
825
830
835
840
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
STR. 103
Inv.=831.92
Inv.=831.38
Ex. Water
Ex. Water
Ex. Water
14+89.77
825
830
835
840
845
825
830
835
840
845
-30 -20 -10 0 10 20 30
Inv.=832.24
Ex. Water
15+33.77
825
830
835
840
845
825
830
835
840
845
15+11.77
825
830
835
840
845
825
830
835
840
845
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=832.72
Inv.=833.59
Inv.=833.19
Ex. Water
Ex. Water
-4.00%
-1.50%
-6.0
0%
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
16 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
9
0
%
P
L
A
N
S
15+50.00
825
830
835
840
845
825
830
835
840
845
15+75.00
825
830
835
840
845
825
830
835
840
845
15+38.77
825
830
835
840
845
825
830
835
840
845
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
STR. 104
Inv.=833.72
Inv.=834.44
Ex. Water
Ex. Water
Ex. Water
16+00.00
825
830
835
840
845
825
830
835
840
845
16+25.00
825
830
835
840
845
850
825
830
835
840
845
850
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Inv.=835.87
Inv.=835.15
Ex. Water
Ex. Water
16+41.88
825
830
835
840
845
850
825
830
835
840
845
850
-30 -20 -10 0 10 20 30
STR. 105
Ex. Water
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
17 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
9
0
%
P
L
A
N
S
16+84.45
830
835
840
845
850
830
835
840
845
850
17+04.65
830
835
840
845
850
830
835
840
845
850
16+93.21
830
835
840
845
850
830
835
840
845
850
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
-30 -20 -10 0 10 20 30
Ex. Water
Ex. Water
Ex. Water
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALE
CITY OF BLOOMINGTON, INDIANA
VERT. SCALE
CROSS SECTIONS
1"=5'
1" =5'
18 18
LAB
NCK
AJS
NCK
7/11/18
p:\2016\160076 m
itchell st. &
w
alnut st. sidew
alk design\Plans\Construction Plans\M
itchell\Sht_M
itch_CrossSections.dw
g
7/11/18
7/11/18 7/11/18
7/11/18
9
0
%
P
L
A
N
S
