SOUTH COLLEGE MALL ROAD REPAVING€¦ · REA COLLEGE MALL ROAD 3 8 DETAILS 9' 24" 36" 0+00 1+00 2+00 3+00 4+00 5+00 6+00 BP: 0+00.00 PC: 1+44.25 Mid: 2+85.24 PT: 4+26.23 STA:1+01.87
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SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
SOUTH COLLEGE MALL ROAD
REPAVING PROJECT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
81
XX
CITY OF BLOOMINGTON
SOUTH COLLEGE MALL ROAD
REPAVING
ROUTE: SOUTH COLLEGE MALL ROAD FROM EAST 3RD STREET TO EAST MOORES PIKE, WEST HALF
SECTION 02, T-8-N, R-1-W, PERRY TOWNSHIP, MONROE COUNTY, INDIANA
MILLING, CURB RAMPS, HMA PAVEMENT, AND PAVEMENT MARKING REPLACEMENT.
CITY OF BLOOMINGTON
MONROE COUNTY
INDIANA
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2020
AND CURRENT SUPPLEMENTS THERETO, TO
BE USED WITH THESE PLANS
DATA
TRAFFIC DATA COLLEGE MALL ROAD
AADT (2019)
23169
AADT (2014 PROJECTED
DHV (2040 PROJECTED)
28270
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN DATA COLLEGE MALL ROAD
DESIGN SPEED 40 MPH
PROJECT DESIGN CRITERIA PEDESTRIAN
FUNCTIONAL CLASSIFICATION LOCAL
RURAL/URBAN
COMMERCIAL
TERRAIN LEVEL
ACCESS CONTROL NA
PROJECT LOCATION
7/14/2020 9:54:15 A
M, 1:1
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
82
GENERAL NOTES
**
Existing utilities: Existing buried utilities shown in the plan are shown in accordance with the
available records and field information available to the engineer. Other utilities may also be present.
It is anticipated that numerous buried utility lines are likely to be encountered during construction.
The contractor shall be responsible for field locating and coordinating with the owners of the
existing utilities to determine the location of their buried facilities. The contractor shall contact City
Engineering of any conflicts between existing utilities and proposed work.
**
Maintenance of traffic (vehicular and pedestrian): Continuous maintenance of access to business
and residences shall be provided along with protection of the public from construction activities at all
times. Temporary traffic control shall be provided by the contractor and in accordance with the
latest addition of the Indiana MUTCD. Contractor shall be responsible for keeping the project site in
a neat and safe condition at all times.
**
Install all pavement markings as shown on plans.
**
Use manufactures recommended primer on all thermoplastic pavement markings that are being
applied to concrete pavement or worn asphalt pavement.
**
Pavement marking dimensions shown on plans are from the face of curb or the center of the line.
For double lane lines dimensions are to the point between the lane lines.
**
Detectable warning elements shall comply with the City's Approved Material List as described in
Memo 18-02. https://bloomington.in.gov/engineering/resources. All warning plates shall be cast
iron.
** REPRESENTS GENERAL NOTES REQUIRED
INDEX TO SHEETS
SHEET NO. DRAWING INDEX
1
TITLE SHEET
2
INDEX AND GENERAL NOTES
3
DETAILS
4COLLEGE MALL ROAD, 0+00 TO 12+40
5COLLEGE MALL ROAD, 12+40 TO 25+20
6 COLLEGE MALL ROAD, 25+20 TO 38+00
7COLLEGE MALL ROAD, 38+00 TO 50+50
8 2ND STREET, 0+00 TO 04+42
REVISIONS
SHEET NO. DATE REVISED
UTILITIES
City of Bloomington
Parking Enforcement
401 N Morton Street
Suite #120
Raye Ann Cox
812-349-3436
City of Bloomington
Street Department
1981 South Henderson St
Joe Vandeventer
812-349-3448
Water and Sewer
City of Bloomington
Utility Department
600 E Miller Drive
Bloomington, IN 47401
Jane Fleig
812-339-1444
Gas
Vectren
205 S Madison St
Bloomington, IN 47404
812-330-4009
Electricity
Duke Energy
1100 West 2nd Street
Bloomington, IN 47403
Kerry Ducker
812-337-3035
COLLEGE MALL ROAD
GENERAL NOTES
7/14/2020 9:54:16 A
M, 1:1
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
83COLLEGE MALL ROAD
DETAILS
9'
36"24"
0
+
0
0
1
+
0
0
2
+
0
0
3+00
4
+
0
0
5
+
0
0
6
+
0
0
B
P
:
0
+
0
0
.
0
0
P
C
:
1
+
4
4
.
2
5
Mid: 2+
85.24
P
T
:
4
+
2
6
.
2
3
P
C
:
5
+
2
9
.
4
8
Mid: 6+01.90STA:1+01.87
OFF:35.35' L
STA:1+08.03
OFF:35.28' R
STA:4+48.28
OFF:84.56' R
STA:4+86.15
OFF:79.23' R
Station=
6+
27.46
Offset=
-41.26 L
IN
STALL R3-17, R3-17B
SIG
N AN
D PO
ST
Station=
1+
68.07
Offset=
41.49 R
IN
STALL R3-17
SIG
N AN
D PO
ST
Station=
4+
26.50
Offset=
42.38 R
IN
STALL CU
RB RAM
P
Station=
5+
04.92
Offset=
40.55 R
IN
STALL CU
RB RAM
P
Station=
6+
10.32
Offset=
40.87 R
REPLACE 20 LFT O
F SID
EW
ALK
Station=
3+
10.96
Offset=
-18.63 L
REM
OVE SIG
NAL LO
OP
DETECTO
R BO
X,
PATCH
PAVEM
EN
T
Station=
1+
18.01
Offset=
-4.72 L
REM
OVE SIG
NAL LO
OP
DETECTO
R BO
X,
PATCH
PAVEM
EN
T
6+00
7+00 8+00 9+00 10+00 11+00
12+00
Mid: 6+01.90
PT: 6+
74.31
PC: 11+
31.01
Mid: 12+
30.02
Station=
10+
84.93
Offset=
44.40 R
IN
STALL CU
RB RAM
P
Station=
11+
63.16
Offset=
43.86 R
IN
STALL CU
RB RAM
P
Station=
6+
27.46
Offset=
-41.26 L
IN
STALL R3-17, R3-17B
SIG
N AN
D PO
ST
Station=
6+
10.32
Offset=
40.87 R
REPLACE 20 LFT O
F SID
EW
ALK
ML - 6+
00.00
ML - 12+
40.00
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
COLLEGE MALL ROAD
0+00 TO 12+40
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
1" = 20'
84
Pavement Markings, 6" Thermoplastic, White, Bike Lane Line
WH
Pavement Marking, 12" Thermoplastic, White, Cross Hatch
R3-17
R3-17
R3-17b
K1
K1
Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line
5
Pavement Marking, 4" Thermoplastic, Yellow, Two-way Left Turn
YH
Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch
2
6
2
Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line
4
4
10.00
4.50
10.00
Sidewalk, 4 IN concrete on 4 IN compacted aggregate.
S4
K1Mill 1
1
2
", Pave 165# HMA Surface Type B
CR
Concrete Curb Ramp with detectable plates.
SB
10.00
12.00
12.00
6.00
6.00
10.00
10
12
6" DASHED WHITE, 2' SOLID, 4' GAP
6.00
10.00
10.00
6.00
10.00
10.00
10
2
5
YH
210
6
K1
K1
K1
CR
CR
CR
CR
S4
S4
INSTALL 17 FT CONCRETE
CURB ALONG BACK OF
SIDEWALK.
S4
6
Pavement Marking, 4" Thermoplastic, White, Solid Line
SB
Pavement Marking, 24" Thermoplastic, Stop Bar
Pavement Markings, 6" Thermoplastic, White, Dashed
Bike Lane Line
12
WH
6
PP
PP
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
6
WH
5
10
2
2
10
PAVEMENT MARKING, THERMOPLASTIC, 8"
WHITE DASHED, 3 FT SOLID-9 FT GAP
YH
10
6
USE MANUFACTURER RECOMMENDED PRIMER
FOR INSTALLATION OF THERMOPLASTIC
PAVEMENT MARKINGS ON CONCRETE AND WORN
ASPHALT
N
N
7.00
Pavement Patch, 9" Concrete
PP
12.00
10.50
7/14/2020 9:54:19 A
M, 1:1
STA:15+97.91
OFF:31.22' L
13+00 14+00 15+0016+00 17+00 18+00
Mid: 12+
30.02
PT: 13+
29.03
STA:15+97.91
OFF:3.18' L
STA:17+12.64
OFF:31.23' L
STA:16+20.94
OFF:3.18' L
STA:16+20.88
OFF:31.75' R
STA:17+12.63
OFF:3.19' L
STA:17+32.80
OFF:3.19' L
STA:17+32.76
OFF:31.74' R
STA:17+74.00
OFF:90.43' L
STA:17+43.46
OFF:84.65' L
Station=
16+
18.60
Offset=
36.89 R
REPLACE 5 LFT O
F SID
EW
ALK
ML - 12+
40.00
19+00
20+00
21+00
22+00
23+0024+00
25+00
PC: 23+
38.50
Mid: 24+
38.17
Station=
22+
13.13
Offset=
36.64 R
IN
STALL CU
RB RAM
P
Station=
22+
63.26
Offset=
35.29 R
IN
STALL CU
RB RAM
P
Station=
22+
29.94
Offset=
44.61 R
REPAIR CO
NCRETE D
RIVE
Station=
21+
04.52
Offset=
36.84 R
REPLACE 5 LFT SID
EW
ALK
ML - 18+
80.00
ML - 25+
20.00
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
1" = 20'
85
6.00
10.00
10
6.00
10.00
10
2
2
K1
K1
K1
K1
K1
CW
SB
SB
SB
CW
SB
CW
6
6
4
10
2
10
6.00
10.00
6.00
10.00
K1
K1
10
10
2
2
K1
S4
6.00
10.00
6.00
10.0010
2
10
2
K1
K1
S4
CR
CR
REPLACE SECTION OF
CONCRETE APRON
REPLACE SECTIONS OF CURB AND APRON
TO MATCH GRADE FOR RAMP
COLLEGE MALL ROAD
12+40 TO 25+20
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
Pavement Markings, 6" Thermoplastic, White, Bike Lane Line
WH
Pavement Marking, 12" Thermoplastic, White, Cross Hatch
Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line
5
Pavement Marking, 4" Thermoplastic, Yellow, Two-way Left Turn
YH
Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch
2
Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line
4
Sidewalk, 4 IN concrete on 4 IN compacted aggregate.
S4
K1Mill 1
1
2
", Pave 165# HMA Surface Type B
CR
Concrete Curb Ramp with detectable plates.
10
6
Pavement Marking, 4" Thermoplastic, White, Solid Line
SB
Pavement Marking, 24" Thermoplastic, Stop Bar
Pavement Markings, 6" Thermoplastic, White, Dashed
Bike Lane Line
12
10.00
6
6
2
USE MANUFACTURER RECOMMENDED PRIMER
FOR INSTALLATION OF THERMOPLASTIC
PAVEMENT MARKINGS ON CONCRETE AND WORN
ASPHALT
6
4
10.00
6
NN
CW ALL CROSSWALK MARKINGS TO BE 2' WIDE BY 9' LONG AND SPACED 5' ON CENTERS. CROSSWALKS
SHOWN ON PLAN SET MAY NOT BE DRAWN TO SCALE.
THE FOLLOWING CROSSWALKS ACROSS COLLEGE MALL ROAD ARE INTENTIONALLY DESIGNED TO ALIGN
MARKINGS WITH LANE LINES AND HALFWAY BETWEEN LANE LINES TO MINIMIZE WEAR BY VEHICLE TIRES:
AT COVENANTER DRIVE (SOUTH LEG AND NORTH LEG), AT BUICK CADILLAC BLVD (SOUTH LEG AND NORTH
LEG), AT 2ND STREET (SOUTH LEG ONLY). CROSSWALK LAYOUT TO START BY PLACING ONE CROSSWALK
BAR IN LINE WITH BOTH THE NORTHBOUND AND SOUTHBOUND DASHED LANE LINE AND THEN SPACING
ADDITIONAL BARS AT 5' ON CENTER IN BOTH DIRECTIONS FROM THOSE POINTS. SPACING WILL VARY
FROM THE TYPICAL ONLY AT THE CENTER MEDIAN ISLAND.
ALL OTHER CROSSWALKS TO MAINTAIN 5' ON CENTER SPACING (ALIGNMENT WITH LANE LINES NOT
REQUIRED).
7/14/2020 9:54:22 A
M, 1:1
26+
00
27+
00
28+00
29+00
30+
00
31+
00
PT: 25+
37.84
PC: 26+
99.92
Mid: 28+
83.90
PT: 30+
67.88
Station=
28+
09.68
Offset=
-34.39 L
IN
STALL R3-17, R3-17b
SIG
N AN
D PO
ST
ML - 25+
20.00
32+00
33+00
34+00
35+00
36+00
37+00
38+
00
PC: 36+
04.03
Mid: 37+
71.43
Station=
37+
00.98
Offset=
44.02 R
IN
STALL R3-17, R3-17b
SIG
N AN
D PO
ST
Station=
38+
03.19
Offset=
-31.18 L
IN
STALL CU
RB RAM
P
Station=
38+
17.08
Offset=
-36.27 L
IN
STALL CU
RB RAM
P
Station=
38+
14.05
Offset=
-47.75 L
IN
STALL CU
RB
Station=
38+
10.97
Offset=
39.87 R
REPLACE CU
RB
AN
D G
UTTER
Station=
38+
10.80
ML - 31+
60.00
M
L - 38+
00.00
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
1" = 20'
86
R3-17
R3-17b
R3-17
R3-17b
6.00
10.00
6.00
10.00
10
2
K1
K1
10
SB
K1
CW
CW
SB
10
K1
K1
12.00
6.00
10.00
12.00
6.00
10.00
10
2
2
K1
K1
10.00
10
PAVEMENT MARKINGS, DROP LANE LINE.
FROM 100 FT FROM STOP BAR, INSTALL 6"
THERMOPLASTIC WHITE DASHED LINE, 2 FT
SOLID WITH 4 FT GAP.
K1
K1
12.00
COLLEGE MALL ROAD
25+20 TO 38+00
Pavement Markings, 6" Thermoplastic, White, Bike Lane Line
WH
Pavement Marking, 12" Thermoplastic, White, Cross Hatch
Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line
5
Pavement Marking, 4" Thermoplastic, Yellow, Two-way Left Turn
YH
Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch
2
Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line
4
Sidewalk, 4 IN concrete on 4 IN compacted aggregate.
S4
K1Mill 1
1
2
", Pave 165# HMA Surface Type B
CR
Concrete Curb Ramp with detectable plates.
10
6
Pavement Marking, 4" Thermoplastic, White, Solid Line
SB
Pavement Marking, 24" Thermoplastic, Stop Bar
Pavement Markings, 6" Thermoplastic, White, Dashed
Bike Lane Line
12
10.00
2
6
10
10.00
6
2
2
10.00
6.00
2
2
N
N
CW ALL CROSSWALK MARKINGS TO BE 2' WIDE BY 9' LONG AND SPACED 5' ON CENTERS. CROSSWALKS
SHOWN ON PLAN SET MAY NOT BE DRAWN TO SCALE.
THE FOLLOWING CROSSWALKS ACROSS COLLEGE MALL ROAD ARE INTENTIONALLY DESIGNED TO ALIGN
MARKINGS WITH LANE LINES AND HALFWAY BETWEEN LANE LINES TO MINIMIZE WEAR BY VEHICLE TIRES:
AT COVENANTER DRIVE (SOUTH LEG AND NORTH LEG), AT BUICK CADILLAC BLVD (SOUTH LEG AND NORTH
LEG), AT 2ND STREET (SOUTH LEG ONLY). CROSSWALK LAYOUT TO START BY PLACING ONE CROSSWALK
BAR IN LINE WITH BOTH THE NORTHBOUND AND SOUTHBOUND DASHED LANE LINE AND THEN SPACING
ADDITIONAL BARS AT 5' ON CENTER IN BOTH DIRECTIONS FROM THOSE POINTS. SPACING WILL VARY
FROM THE TYPICAL ONLY AT THE CENTER MEDIAN ISLAND.
ALL OTHER CROSSWALKS TO MAINTAIN 5' ON CENTER SPACING (ALIGNMENT WITH LANE LINES NOT
REQUIRED).
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
7/14/2020 9:54:25 A
M, 1:1
38+
00
39+00
40+00
41+00
42+00
43+00
44+
00
PT: 39+
38.83
PC: 42+
99.71
Mid: 43+
36.32
PT: 43+
72.93
4
+
0
0
4
+
4
2
E
P
: 4
+
4
1
.9
5
STA:38+33.39
OFF:78.92' R
STA:38+82.62
OFF:77.77' R
Station=
38+
03.19
Offset=
-31.18 L
IN
STALL CU
RB RAM
P
Station=
38+
17.08
Offset=
-36.27 L
IN
STALL CU
RB RAM
P
Station=
38+
14.05
Offset=
-47.75 L
IN
STALL CU
RB
Station=
38+
95.76
Offset=
-44.33 L
RESET IN
LET
Station=
39+
05.80
Offset=
-39.65 L
IN
STALL CU
RB RAM
P
Station=
39+
05.98
Offset=
37.52 R
IN
STALL CU
RB RAM
P
Station=
38+
10.97
Offset=
40.31 R
IN
STALL CU
RB RAM
P
Station=
38+
10.97
Offset=
39.87 R
REPLACE CU
RB
AN
D G
UTTER
Station=
41+
95.63
Offset=
-29.97 L
REPLACE CU
RB
Station=
42+
05.79
Offset=
-34.67 L
PATCH
D
RIVE APRO
N
Station=
39+
08.33
Offset=
46.01 R
IN
STALL CO
NCRETE CU
RB
AT SIG
NAL BASE
Station=
39+
08.53
Offset=
46.53 R
RESET PU
SH
BU
TTO
NS
Station=
38+
07.27
Offset=
50.36 R
RESET PU
SH
BU
TTO
NS
Station=
38+
10.80
Offset=
-44.38 L
RESET PU
SH
BU
TTO
NS
ML - 38+
00.00
ML - 44+
40.00
50+74
45+00
46+00
47+00
48+00
49+00
50+00
PC: 47+
32.47
Mid: 47+
44.87
PT: 47+
57.27
PC: 48+
70.14
Mid: 48+
80.38
PT: 48+
90.62
EP: 50+
73.85
STA:50+42.29
OFF:53.96' L
STA:50+23.35
OFF:98.40' R
Station=
45+
67.81
Offset=
-34.58 L
IN
STALL CU
RB RAM
P
Station=
45+
68.31
Offset=
-44.10 L
IN
STALL CU
RB AT
BACK O
F SID
EW
ALK
Station=
45+
88.31
Offset=
-36.06 L
IN
STALL CU
RB RAM
P
Station=
46+
63.54
Offset=
-32.93 L
IN
STALL CU
RB RAM
P
Station=
46+
56.53
Offset=
-39.94 L
IN
STALL CU
RB AT
BACK O
F SID
EW
ALK
Station=
47+
77.36
Offset=
6.37 R
PAVEM
EN
T PATCH
Station=
49+
93.74
Offset=
3.08 R
PAVEM
EN
T PATCH
Station=
49+
73.10
Offset=
24.60 R
REPLACE 20 SIG
NAL
LO
OP D
ETECTO
RS
Station=
45+
65.02
Offset=
-42.18 L
RESET PU
SH
BU
TTO
NS
Station=
46+
64.16
Offset=
-39.33 L
RESET PU
SH
BU
TTO
NS
ML - 44+
40.00
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
1" = 20'
87
CW
CW
CR
CR
S4
SB
SB
SB
SB
CR
CR
S4
2
PP
4
4
YH
PP
12.00
K1
K1
EXTEND RAMP TO PEDESTRIAN
PUSH BUTTONS AND INSTALL
CURB AT SIGNAL BASE
REPLACE 30 LFT CURB AND
GUTTER
RESET CURB INLET
INSTALL 9 LFT CURB
K1
K1
YELLOW CENTER LINE HATCH SPACED 30 FT
STATION 40+45.97 TO 44+88.63
K1
10
PAVEMENT MARKINGS, 12" THERMOPLASTIC
CHEVRON, WHITE, SPACED 20 FT
STATION 44+05.40 TO 45+46.73
4
2
K1
K1
SB
CW
K1
CW
CR
S4
INSTALL CURB AT BACK
OF SIDEWALK
INSTALL CURB AT BACK OF
SIDEWALK
CR
4
SB
4
K1
4
PP
K1
K1
K1
CW
SB
REPLACE LANE LINE EXTENSIONS,
MATCH EXISTING
PP
2
4
4
6
COLLEGE MALL ROAD
38+00 TO 50+50
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
Pavement Patch, 9" Concrete
PPPavement Markings, 6" Thermoplastic, White
WH
Pavement Marking, 12" Thermoplastic, White, Cross Hatch
Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line
YH
Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch
2
Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line
4
Sidewalk, 4 IN concrete on 4 IN compacted aggregate.
S4
K1Mill 1
1
2
", Pave 165# HMA Surface Type B
CR
Concrete Curb Ramp with detectable plates.
10
6
Pavement Marking, 4" Thermoplastic, White, Solid Line
SB
Pavement Marking, 24" Thermoplastic, Stop Bar
Pavement Markings, 6" Thermoplastic, White, Dashed
Bike Lane Line
12
6
6
14.00
12.00
12.00
12.00
14.00
2
6
4
12.00
11.00
11.00
YH
410
YH
WH
10
2
14.00
12.00
11.00
13.00
10.50
12.00
11.00
6
6
2
2
11.00
10.00
13.00
11.00
11.00
2
6
N
N
7/14/2020 9:54:30 A
M, 1:1
STA:0+45.17
OFF:16.83' R
STA:0+45.15
OFF:16.83' L
of
SHEETS
BRIDGE FILE
DESIGNATION
PROJECTCONTRACT
SURVEY BOOK
VERTICLE SCALE
HORIZONTAL SCALE
CITY OF BLOOMINGTON
ENGINEERING DEPARTMENT
RECOMMENDED
FOR APPROVAL
CITY ENGINEERDATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
I:\com
mon\Transportation Engineering\Projects\College M
all Repaving, 2020\Plan Set\CAD
\Source D
raw
ings\CollegeM
all_2020_FIN
AL_07-14-20.dw
g
REA
1" = 20'
88EAST SECOND STREET
0+00 TO 04+42
K1
K1
4
SB
6
11.00
11.00
12.00
ALL PAVEMENT MARKING DIMENSIONS ARE FROM THE
FACE OF CURB OR THE CENTER OF THE LINE.
N
SB
Pavement Patch, 9" Concrete
PPPavement Markings, 6" Thermoplastic, White, Bike Lane Line
WH
Pavement Marking, 12" Thermoplastic, White, Cross Hatch
Pavement Marking, 4" Thermoplastic, White, Dashed Lane Line
YH
Pavement Marking, 12" Thermoplastic, Yellow, Cross Hatch
2
Pavement Marking, 4" Thermoplastic, Yellow, Solid Center Line
4
Sidewalk, 4 IN concrete on 4 IN compacted aggregate.
S4
K1Mill 1
1
2
", Pave 165# HMA Surface Type B
CR
Concrete Curb Ramp with detectable plates.
10
6
Pavement Marking, 4" Thermoplastic, White, Solid Line
SB
Pavement Marking, 24" Thermoplastic, Stop Bar
Pavement Markings, 6" Thermoplastic, White, Dashed
Bike Lane Line
12
7/14/2020 9:54:33 A
M, 1:1
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