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PROJECT LOCATION SHOWN BY
MONROE COUNTY
INDIANA AVE & 3RD STREET
SCALE: 1" = 300’
Perry Township, Monroe Co., IndianaLocated 2.0 Miles West of SR46, In Sections 33 & 4 T-9-N, R-1-W,
Bloomington, INIntersection Improvements at Indiana Ave and 3rd. St.
City of Bloomington
URBAN
DESIGN DATADESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
3R
MAJOR COLLECTOR
LEVEL
NONE
STA. 11+53.31 "S-3RD"
BEGIN PROJECT
STA. 12+64.00 "S-3RD"
END PROJECT
STA. 5+79.37 "S-IN"
BEGIN CONSTRUCTION
STA. 6+83.66 "S-IN"
END CONSTRUCTION
URBAN
DESIGN DATADESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
3R
MAJOR COLLECTOR
LEVEL
NONE
INDIANA AVE
3rd ST.25 MPH
30 MPH
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PREPARED BY:
CERTIFIED BY:
APPROVED
FOR LETTING:
INDIANA DEPARTMENT OF TRANSPORTATION DATE
DATE
PHONE NUMBER
(317) 844-8900
PLANS
SURVEY BOOK
CONTRACT PROJECT
of
SHEETS
DESIGNATION
TO BE USED WITH THESE PLANS
STANDARD SPECIFICATIONS DATED 2020
INDIANA DEPARTMENT OF TRANSPORTATION
1
8900 Keystone Crossing, Suite 475, Indianapolis, IN 46240
Clark Dietz, Inc.
T:317.844.8900...www.clarkdietz.com
INDIANAPOLIS, INDIANA 46240
8900 KEYSTONE CROSSING, SUITE 475
13
ROAD & SIGNAL PLANS
CITY OF BLOOMINGTON, IN
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
ATTN:
TEL. :
Email:
ELECTRIC
ATTN:
TEL. :
Email:
ATTN:
TEL. :
Email:
Communication
Bloomington, IN 47408
4517 E. Indiana Bell Court
AT & T
Russel Owen
812-334-4629 (office)
Lafayette, IN 47905
3395 Greenbush St.
Duke Energy
Chuck Walls
765-446-4015 (office)
GAS
Columbus, IN 47203
4324 Middle Road
Vectren Energy
Chris Baldwin
812-348-6710 (office)
ATTN:
TEL. :
Email:
812-349-3631 (office)
ATTN:
TEL. :
Email:
Communication
812-935-2413 (office)
ATTN:
TEL. :
Email:
City of Bloomington Utilities
Bloomington, IN 47402
600 East Miller Drive
(Water, Sanitary, Storm Sewer)
Jane Fleig
Ellettsville, IN 47429
1600 W. Temperance St.
Smithville Fiber
Ben Kirk
Telecommunication
Indianapolis, IN 46256
9209 Castlegate Drive
Zayo Bandwidth
Waylon W. Higgins
765-341-1199 (cell)
ATTN:
TEL. :
Email:
812-822-3267 (office)
ATTN:
TEL. :
Email:
Communication
616-988-5319 (office)
Comcast Cable Communication
Bloomington, IN 47404
1600 West Fountain Drive
CABLE TV
Steve Mcartor
Grand Rapids, MI 49503
201 Ionia Ave SW
US Signal
Rob Fisher
2
ATTN:
TEL. :
Email:
Mike Stinson
812-349-3450 (office)
Street Department
Bloomington, IN 47401
1981 S Henderson St.
City of Bloomington
REVISIONS
1
SHEET NO. DATE REV. NO. REVISED
2,9,10 & 13 11/10/2020curb ramp to northern project limits.
Curb and gutter to vertical curb. Added driveway
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UTILITIES GENERAL NOTES
All earth shoulders, median areas, cut and fill slopes shall be plain or mulch seeded except where sodding
is specified.
The final cross sections of the grading contract will be the original cross sections of the paving contract. However,
partial or complete cross sections shall be taken if necessary to determine the actual excavation quantities.
The paper relocation will be cross sectioned by the Engineer before construction.
Existing asphalt pavement located outside the construction limits, between Sta. _________ and Sta. _________,
shall be removed as directed.
The quantity of peat excavation shown on the plans has been estimated on the basis of theoretical cross sections
by using treatment of existing fills, treatment by removal, or treatment by displacement where each treatment applies.
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
NONE
NONE
Know what’sbelow.before you dig.Call
R
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
INDEX SHEETSTANDARD DRAWINGS &GENERAL INFORMATION,
CONTROL POINTS
POINT #
100
101
102
NORTHING
1426746.59093
1426928.90624
1426795.13855
EASTING
3110471.38964
3110488.00628
3110738.75495
ELEVATION
788.66
780.97
793.25
DESCRIPTION
5/8" DIA. REBAR WITH RED "CONTROL WITNESS" CAP FLUSH
MAG NAIL FLUSH
MAG NAIL FLUSH
S89° 21’ 37"E 300.00’ LINE "S-3RD"
N00° 3
6’ 56"W 3
00.0
0’ LIN
E "
S-I
N"
#100
#102
#101
EAST 3RD STREET
SO
UT
H I
NDIA
NA A
VE
NU
E
10+00 11+00 12+00 13+00
5+
00
6+
00
7+
00
8+
00
VERTICAL DATUM: NAVD88 (Geoid 12B), U.S. Survey Feet
HORIZONTAL DATUM: NAD83 (2011), Indiana State Plane West Zone, U.S. Survey Feet
E: 3110627.93816
N: 1426780.32795
P.O.T. 13+00.00 "S-3RD"
E: 3110327.95687
N: 1426783.67768
P.O.T. 10+00.00 "S-3RD"
E: 3110523.31682
N: 1426668.97043
P.O.T. 5+00.00 "S-IN"
E: 3110520.09438
N: 1426968.95312
P.O.T. 8+00.00 "S-IN"
3
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
MMK JAJ
MMK KMH
1" = 20’
LAYOUT
CITY OF BLOOMINGTON, INDIANA
NONE
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
1" = 50’
NONE
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
PHASE IMAINTENANCE OF TRAFFIC
**DRUM WITH TYPE "C" STEADY BURNING LIGHT
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN (SOLID WHITE)
71
70
LANE INDICATION ARROW
TEMP. PVMT. MESSAGE, MARKING, REMOVABLE,
EX. PVMT. MESSAGE, MARKING, LANE INDICATION ARROW
DIRECTION OF TRAFFIC (FLOW ARROW)
EXISTING PAVEMENT MARKING
CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
CONSTRUCTION AREA
LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A"
LEGEND
ATWATER AVE
72
S HENDERSON ST
** 85 83
92
** 92
93
*
FLASHING ARROW SIGN
72
71 (Typ.)
72
72
S F
ESS A
VE
82
**
85 83
S I
NDIA
NA A
VE
END
CONSTRUCTION
XG20-2
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
(60" x 36")
XW2-6M PH
ROAD
CONSTRUCTION
AHEAD
XW20-1
XW13-1
25CLOSED
AHEAD
RIGHT LANE
XW20-5(R) XW4-2(R)
MUST
LEFT LANE
TURN LEFT
R3-7(L)
80 82 83 85 90
9392
R1-1
STOP
LIN
E "
S-I
N"
LINE "S-3RD"
ADJUSTED AS DIRECTED BY THE ENGINEER.
SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE
THE LOCATIONS OF SIGNS AND TRAFFIC CONTROL DEVICES5.
OTHERWISE DIRECTED BY THE ENGINEER.
THE TYPICAL SPACING FOR DRUMS SHALL BE 25’ OR AS4.
REQUIREMENTS.
ON UNIFORM TRAFFIC CONTROL DEVICES (IMUTCD)
ALL SIGNS SHALL MEET THE LATEST INDIANA MANUAL3.
UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS FROM LINE "S-IN" OR LINE "S-3RD"2.
MAINTAINED AT ALL TIMES.
ACCESS TO ALL DRIVES AND APPROACHES SHALL BE1.
NOTES:
70
5+00
10+
00
175’
4
"A"
"A"
X X X REMOVE EXISTING PAVEMENT MARKINGS
X X X
X X X
72
+55
+30
X X X
+98
+90
*
*
SIDEWALK
CLOSED
R9-9
79
79
79
+28
= 25 mph
Construction Design Speed
NOTE:
89*
80
*
80
100’
*
82
*
82
200’100’100’
82
*
80
*
82
*
*
80
*
82
100’
100’
90
**
90
71(Typ.)
82
89
*
*
100’
100’
89*
90’ Taper
92
*
92
**
93
*
E 3RD ST
175’’
79*
Merger115’ Lane
STAY
IN
LANE
(24"x30")
R4-9
72
SECTION "A-A"
Scale: None
5’1’WORK ZONE 10’ TRAVEL LANE
LANE
BIKE
2’
7272
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
1" = 50’
NONE
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
PHASE IIMAINTENANCE OF TRAFFIC
ATWATER AVE
S HENDERSON ST
93
*
82
71 (Typ.)
71(Typ.)
72
S F
ESS A
VE
S I
NDIA
NA A
VE
END
CONSTRUCTION
XG20-2
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
(60" x 36")
XW2-6M PH
ROAD
CONSTRUCTION
AHEAD
XW20-1
XW13-1
25CLOSED
AHEAD
RIGHT LANE
XW20-5(R) XW4-2(R)
MUST
LEFT LANE
TURN LEFT
R3-7(L)
80 82 83 8581
90 9392
R1-1
STOP
SIGN LEGEND
LIN
E "
S-I
N"
LINE "S-3RD"
ADJUSTED AS DIRECTED BY THE ENGINEER.
SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE
THE LOCATIONS OF SIGNS AND TRAFFIC CONTROL DEVICES5.
OTHERWISE DIRECTED BY THE ENGINEER.
THE TYPICAL SPACING FOR DRUMS SHALL BE 25’ OR AS4.
REQUIREMENTS.
ON UNIFORM TRAFFIC CONTROL DEVICES (IMUTCD)
ALL SIGNS SHALL MEET THE LATEST INDIANA MANUAL3.
UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS FROM LINE "S-IN" OR LINE "S-3RD"2.
MAINTAINED AT ALL TIMES.
ACCESS TO ALL DRIVES AND APPROACHES SHALL BE1.
NOTES:
**DRUM WITH TYPE "C" STEADY BURNING LIGHT
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN (SOLID WHITE)
71
70
LANE INDICATION ARROW
TEMP. PVMT. MESSAGE, MARKING, REMOVABLE,
EX. PVMT. MESSAGE, MARKING, LANE INDICATION ARROW
DIRECTION OF TRAFFIC (FLOW ARROW)
EXISTING PAVEMENT MARKING
CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
CONSTRUCTION AREA
LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A"
LEGEND
72
70
10+
00
5+00
5
*
72
SECTION "A-A"
Scale: None
5’1’WORK ZONE 10’ TRAVEL LANE
LANE
BIKE
*
* 79*79
72
+55
+10
+30
+81
+74
= 25 mph
Construction Design Speed
NOTE:
81*
90
81
*
SIDEWALK
CLOSED
R9-9
79
79
*
80
*
8282
*
80
*
82
*
71(Typ.)
REMOVE EXISTING PAVEMENT MARKINGSX X X
X
X
X
72
Shift
Taper
90’ Lane
100’
100’
*
90
100’
100’
100’
** 85 83
*
82
**
85 83
175’
* 92
92
*
"A"
"A"
*
82
*
80
*
80
100’
*
82
200’100’100’
92
*
92
**
93
*
79
*
E 3RD ST
X
X
X
72
X X X
Merger115’ Lane
X X X
(36" x 36")
W1-4b
2’
7272
FLASHING ARROW SIGN
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
1" = 50’
NONE
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
ATWATER AVE
S HENDERSON ST
93
7271 (Typ.)
S F
ESS A
VE
S I
NDIA
NA A
VE
PHASE IIIMAINTENANCE OF TRAFFIC
END
CONSTRUCTION
XG20-2
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
(60" x 36")
XW2-6
XW20-5(L) XW9-2(R)
M PH
ROAD
CONSTRUCTION
AHEAD
XW20-1
XW13-1
25MERGE
RIGHT
LEFT LANE
CLOSED
AHEAD
XW4-2(L)
MUST
LEFT LANE
TURN LEFT
R3-7(L)
80 82 84 81 86 87
90 9392
R1-1
STOP
LANE ENDS
SIGN LEGEND
LIN
E "
S-I
N"
LINE "S-3RD"
ADJUSTED AS DIRECTED BY THE ENGINEER.
SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE
THE LOCATIONS OF SIGNS AND TRAFFIC CONTROL DEVICES5.
OTHERWISE DIRECTED BY THE ENGINEER.
THE TYPICAL SPACING FOR DRUMS SHALL BE 25’ OR AS4.
REQUIREMENTS.
ON UNIFORM TRAFFIC CONTROL DEVICES (IMUTCD)
ALL SIGNS SHALL MEET THE LATEST INDIANA MANUAL3.
UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS FROM LINE "S-IN" OR LINE "S-3RD"2.
MAINTAINED AT ALL TIMES.
ACCESS TO ALL DRIVES AND APPROACHES SHALL BE1.
NOTES:
**DRUM WITH TYPE "C" STEADY BURNING LIGHT
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN (SOLID WHITE)
71
70
LANE INDICATION ARROW
TEMP. PVMT. MESSAGE, MARKING, REMOVABLE,
EX. PVMT. MESSAGE, MARKING, LANE INDICATION ARROW
DIRECTION OF TRAFFIC (FLOW ARROW)
EXISTING PAVEMENT MARKING
CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
CONSTRUCTION AREA
LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A"
LEGEND
72
5+00
10+
00
175’
6
71
SECTION "A-A"
Scale: None
WORK ZONE
LANE
BIKE
72
X X X REMOVE EXISTING PAVEMENT MARKINGS
X X X
*
79
SIDEWALK
CLOSED
R9-9
79
71
+90
+65 +
96
+28
5’ 10’ 1’
= 25 mph
Construction Design Speed
NOTE:
2’
Bike Buffer Zone
71
71
*
82
71(Typ.)
70
*
81*
90
81
*
*
80
*
8282
*
80
*
82
*
71(Typ.)
X
X
X
72
Shift
Taper
90’ Lane
100’
100’
*
90
100’
100’
100’
*
79
*
82
87
* *
84
*
82
*
80
*
84
*
82
*
8087
"A"
"A"
*
86
*
86*
100’ 100’ 100’ 100’ 100’
92
*
92
*
E 3RD ST
*
93
* 92
92
*
*
79*
*79
Merger115’ Lane
(36" x 36")
W1-4b
X
X
X
FLASHING ARROW SIGN
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
1" = 50’
NONE
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
END
CONSTRUCTION
XG20-2
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
(60" x 36")
XW2-6
XW20-5(L) XW9-2(R)
M PH
ROAD
CONSTRUCTION
AHEAD
XW20-1
XW13-1
25MERGE
RIGHT
LEFT LANE
CLOSED
AHEAD
XW4-2(L)
80 82 84 86 87
9392
R1-1
STOP
LANE ENDS
SIGN LEGEND
ATWATER AVE
S HENDERSON ST
*
93
*93
71 (Typ.)
S F
ESS A
VE
S I
NDIA
NA A
VE
PHASE IVMAINTENANCE OF TRAFFIC
72
ONLY
94 95
R3-5a R3-6
LIN
E "
S-I
N"
LINE "S-3RD"
ADJUSTED AS DIRECTED BY THE ENGINEER.
SHOWN ON THE PLANS ARE APPROXIMATE AND SHALL BE
THE LOCATIONS OF SIGNS AND TRAFFIC CONTROL DEVICES5.
OTHERWISE DIRECTED BY THE ENGINEER.
THE TYPICAL SPACING FOR DRUMS SHALL BE 25’ OR AS4.
REQUIREMENTS.
ON UNIFORM TRAFFIC CONTROL DEVICES (IMUTCD)
ALL SIGNS SHALL MEET THE LATEST INDIANA MANUAL3.
UNLESS OTHERWISE NOTED.
ALL STATION CALLOUTS FROM LINE "S-IN" OR LINE "S-3RD"2.
MAINTAINED AT ALL TIMES.
ACCESS TO ALL DRIVES AND APPROACHES SHALL BE1.
NOTES:
**DRUM WITH TYPE "C" STEADY BURNING LIGHT
TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN (SOLID WHITE)
71
70
LANE INDICATION ARROW
TEMP. PVMT. MESSAGE, MARKING, REMOVABLE,
EX. PVMT. MESSAGE, MARKING, LANE INDICATION ARROW
DIRECTION OF TRAFFIC (FLOW ARROW)
EXISTING PAVEMENT MARKING
CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
CONSTRUCTION AREA
LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A"
LEGEND
72
FLASHING ARROW SIGN
5+00
10+
00
70
175’
7
71
SECTION "A-A"
Scale: None
WORK ZONE
72
71
10’ 1’
+46
= 25 mph
Construction Design Speed
NOTE:
Bike Buffer Zone
2’
LANE
BIKE
5’
71
SIDEWALK
CLOSED
R9-9
79
79
79*
79
*
79
*
*
84
*
82
*
8087
*
100’ 100’ 100’ 100’
87
* *
84
*
82
*
80
*
86
86*
100’
*
82
"A"
"A"
71
82
*
80
*
82
*
*
80
*
82
100’
100’
94
**
95
71(Typ.)
82
95
*
*
100’
94*
92
*
200’
92
*
E 3RD ST
* 92
92
*
Merger115’ Lane
72
X X X
CROSS HERE
AHEAD
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK CLOSED
USE OTHER SIDE
SIDEWALK CLOSED
Type III-A Barricade
Type III-A Barricade
Type III-A Barricade
Type III-A Barricade
(24" x 18")
R9-11
(24" x 18")
R9-11
Type III-A Barricade
(24" x 12")
R9-10
(24" x 12")
R9-10(24" x 12")
R9-10
PEDESTRIAN MOT TYPICAL DETAIL*
CONSTRUCTION AREA
CONSTRUCTION WARNING LIGHT, TYPE "A"
*
*
*
***
CONSTRUCTION SIGN AND SUPPORTS
shall be covered or deactivated.
Pedestrian traffic signal displays controlling closed crosswalks 4)
shall be used on barricades that support signs and close sidewalks.
For overnight sidewalk closures, Type A Flashing warning lights3)
traffic.
are required in addition to the MOT requirements for vehicular
required for pedestrian MOT. The displayed signing and barricades
The details on this sheet show the minimum required signage2)
alteration, maintenance, or other condition.
pedestrian circulation path is temporarily closed by construction,
An alternate pedestrian access route is required when an existing1)
Notes
AHEAD
CLOSED
SIDEWALK
DETOUR
72
71
71
71 71
71 71
7171
71
71
72
79
70
70
XM4-8
XW11-2
M6-3
END
DETOURXM4-8a
XW11-2
DETOUR
71 72
CLOSED
SIDEWALK
R9-9
70
79
79
73
7373
73
73
73
73
73
79
79
TYPICAL PEDESTRIAN DETOUR
Construction Area
Construction Area
73
XW20-3 ("SIDEWALK")
XM4-96 (L or R)
PEDESTRIAN ACCESSMAINTENANCE OF TRAFFIC
P:\
B0270060_
Blo
omin
gton IN - 3rd
St at In
dia
na
Ave\
Desig
n\
Pla
ns\
MntTraff\
MO
T_
Pedestrain
Detail.d
gn
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2020
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DESIGNED:
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CHECKED:
FOR APPROVALRECOMMENDED
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BRIDGE FILE
XXXXXXX
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JAJ
KMH KMH
JAJ
1" = 50’
NONE
8
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
TR
SS
STST
SS
ST
W
TR
SS
STST
SS
ST
W
(12" RCP)(12" RCP)
(18" RCP)
(8" CLAY)(8" CLAY)
(8" CLAY)
(12" PVC)
P:\
B0270060_
Blo
omin
gton IN - 3rd
St at In
dia
na
Ave\
Desig
n\
Pla
ns\
Pla
nProf\
PP01.d
gn
11/
11/
2020
2:2
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0
PM
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ JAJ
KMHKMH
1" = 20’
1" = 5’
CITY OF BLOOMINGTON, INDIANA
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
ASPHALT
ASPHALT
CONC.
CONC.
ASPHALT
LANDSCAPE
LANDSCAPE
GRASS
LANDSCAPE
CANOPY
CONC.
CIRCLE K SIGN
GAS PUMP
ISLAND
GAS PUMP
ISLAND
WALL
INDIANA UNIVERSITY
SIGN
WALLSIGNAL BOX
BRIC
K
N100
INDIA
NA A
VE
"CONTROL WITNESS" FLUSH
5/8" DIA. REBAR WITH RED
3rd ST
20.1’ 17.9’
10.5’4" Dec. Tree
No Parking
Sign
Conc.
Sdwk.
LIN
E "
S-I
N"
LINE "S-3RD"EL. 788.66
E: 3110471.38964
N: 1426746.59093N
101
INDIA
NA A
VE
LIN
E "
S-I
N"
MAG NAIL FLUSH
16.8’
5.4’
Gas Fill Cap
Light P.
5.9’
Conc. Slab
Edge of
EL. 780.97
E: 3110488.00628
N: 1426928.90624
10+
73.7
9, 6.0
4’, Dr. M
h.
11+
03.0
2, 2.1
9’, W
at. G
ate
+38.0
3, 16.2
1’, Sin
g. Post Sig
n (
NO P
AR
KIN
G)
+44.3
7, 17.2
4’, Sin
g. Post Sig
n (
SIG
NA
L A
HE
AD)
+49.6
4, 44.2
7’, D
ecid.
Tr. (4 I
N)
+55.7
7, 26.7
8’, C
ontr.
Cab.
+60.1
3, 26.3
7’, Traf. Sig. Strain P
ole
+61.5
1, 29.6
1’, Sin
g. Post Sig
n (
ON
E W
AY)
+63.9
1, 27.5
4’, Traf. Sig.
Mh.
12+
18.2
5, 31.2
3’, Lt. P
ole
+18.3
2, 18.2
9’, Traf. Sig. Strain P
ole
+18.4
8, 33.7
6’, Elec.
H.H. (V
AU
LT)
+30.0
9, 19.7
9’, M.
Nail S
et
+30.1
2, 25.2
1’, R
et. W
all
+30.1
3, 26.9
1’, R
et. W
all
+30.8
1, 36.6
8’, R
et. W
all
+30.8
5, 26.9
7’, R
et. W
all
+31.6
6, 25.1
8’, R
et. W
all
+31.6
7, 25.3
4’, R
et. W
all
+31.8
4, 26.2
5’, Brick W
all
+31.9
6, 36.3
2’, Brick W
all
+34.2
2, 41.7
3’, R
et. W
all
+34.7
1, 41.0
4’, Brick W
all
+40.0
2, 25.0
5’, R
et. W
all
+40.0
9, 26.1
2’, Brick W
all
10+
36.9
9, 95.5
2’, Brick W
all
+37.4
2, 82.4
0’, Brick W
all
+37.7
7, 18.7
8’, Lt. P
ole
+37.7
9, 65.9
6’, Brick W
all
+37.9
2, 95.5
3’, R
et. W
all
+38.2
7, 48.0
8’, Brick W
all
+38.3
1, 82.4
0’, R
et. W
all
+38.5
4, 80.5
0’, C.L.T.F.
+38.7
5, 29.6
4’, Brick W
all
+38.7
7, 95.4
3’, C.L.T.F.
+38.8
0, 65.9
6’, R
et. W
all
+39.1
4, 48.0
6’, R
et. W
all
+39.4
2, 61.6
0’, Lt. P
ole
+39.5
8, 29.7
4’, R
et. W
all
+40.6
2, 77.1
3’, C
onc.
Car
Sto
ps
+40.8
6, 68.9
6’, C
onc.
Car
Sto
ps
+41.0
9, 44.2
4’, C
onc.
Car
Sto
ps
+41.1
2, 60.7
4’, C
onc.
Car
Sto
ps
+41.2
0, 52.7
3’, C
onc.
Car
Sto
ps
+41.8
2, 36.1
1’, C
onc.
Car
Sto
ps
+48.7
5, 19.5
5’, Sin
g. Post Sig
n (
PA
RKIN
G A
HE
AD)
+74.9
8, 8.5
3’, Dr. M
h.
+84.2
4, 1.1
3’, S
an.
Mh.
+90.6
5, 32.7
4’, C
npy.
Cor.
+91.7
9, 91.0
7’, C
npy.
Cor.
+93.9
9, 25.3
9’, D
ecid.
Tr. (12 I
N)
+98.8
1, 25.3
8’, B
ush
11+
01.6
2, 43.7
4’, G
as P
mp.
+01.6
7, 39.8
1’, G
as P
mp.
+01.9
6, 63.7
7’, G
as P
mp.
+01.9
6, 67.8
2’, G
as P
mp.
+02.1
8, 41.8
1’, Misc. Fixed Str. (D
OW
N S
PO
UT)
+02.5
4, 65.7
9’, Misc. Fixed Str. (D
OW
N S
PO
UT)
+02.6
5, 42.2
1’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+02.6
7, 41.3
8’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+02.9
8, 65.3
8’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.1
0, 66.2
2’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.2
6, 89.7
1’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.2
6, 25.8
9’, B
ush
+03.3
0, 39.6
9’, G
as P
mp.
+03.3
4, 90.4
5’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.4
0, 43.8
6’, G
as P
mp.
+03.4
8, 42.2
0’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.4
8, 41.4
0’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+03.6
2, 63.6
7’, G
as P
mp.
+03.7
6, 67.8
4’, G
as P
mp.
+03.7
7, 65.3
4’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+04.1
3, 89.6
5’, C
olu
mn C
or. (
CA
NO
PY P
OST)
+04.2
5, 40.3
9’, G
as P
mp.
+04.2
9, 43.1
3’, G
as P
mp.
+04.6
1, 64.3
7’, G
as P
mp.
+08.8
6, 25.4
2’, D
ecid.
Tr. (15 I
N)
+09.1
3, 43.1
2’, G
as P
mp.
+09.1
5, 40.2
9’, G
as P
mp.
+09.4
8, 64.2
6’, G
as P
mp.
+09.5
5, 67.0
8’, G
as P
mp.
+09.9
3, 39.6
3’, G
as P
mp.
+09.9
8, 43.7
9’, G
as P
mp.
+10.4
4, 67.7
4’, G
as P
mp.
+10.4
5, 63.4
8’, G
as P
mp.
+11.6
6, 43.7
1’, G
as P
mp.
+11.7
7, 39.6
7’, G
as P
mp.
+12.0
5, 63.5
2’, G
as P
mp.
+12.1
2, 67.5
1’, G
as P
mp.
+14.9
6, 25.4
1’, B
ush
+15.1
7, 32.3
1’, C
npy.
Cor.
+15.8
7, 91.0
2’, C
npy.
Cor.
+20.1
7, 25.2
5’, B
ush
+24.0
2, 20.4
9’, W
at. M
eter
+55.0
0, 35.3
2’, C
om
m. Sig
n (
CIR
CLE K)
+55.7
6, 34.2
9’, C
om
m. Sig
n (
CIR
CLE K)
+62.2
2, 41.5
2’, C
om
m. Sig
n (
CIR
CLE K)
+62.9
3, 40.5
7’, C
om
m. Sig
n (
CIR
CLE K)
+66.9
3, 99.5
9’, B
ush
+67.0
2, 87.1
8’, B
ush
+67.0
5, 75.9
8’, D
ecid.
Tr. (20 I
N)
+67.1
8, 92.4
6’, D
ecid.
Tr. (14 I
N)
+67.6
2, 81.8
2’, B
ush
+68.2
9, 21.8
3’, M
st. Arm P
ole
+87.1
5, 26.6
7’, W
at. G
ate
12+
11.0
1, 93.2
9’, P
ole
+17.1
8, 7.1
5’, Dr. M
h.
+17.3
1, 0.3
7’, S
an.
Mh.
+23.5
9, 55.8
9’, Stn.
Wall
+23.6
6, 54.0
7’, Stn.
Wall
+24.1
4, 51.0
5’, Stn.
Wall
+24.7
6, 47.5
2’, Stn.
Wall
+25.7
9, 44.1
5’, Stn.
Wall
+27.0
8, 51.7
8’, Grn
d.
Lig
ht
+27.6
5, 40.8
0’, Stn.
Wall
+28.8
3, 48.4
9’, Grn
d.
Lig
ht
+28.9
2, 53.8
4’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+29.1
8, 18.3
7’, C
b. Inlet
+29.8
3, 37.8
4’, Stn.
Wall
+30.6
0, 54.6
1’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+30.6
1, 45.0
4’, Grn
d.
Lig
ht
+30.7
6, 54.6
0’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+32.1
4, 35.3
0’, Stn.
Wall
+32.8
4, 42.2
2’, Grn
d.
Lig
ht
+34.7
8, 18.5
4’, Traf. Sig. Strain P
ole
+34.8
0, 33.0
9’, Stn.
Wall
+35.4
6, 39.5
3’, Grn
d.
Lig
ht
+37.2
5, 41.3
4’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+37.7
8, 31.2
9’, Stn.
Wall
+38.2
2, 36.9
6’, Grn
d.
Lig
ht
+38.7
6, 42.9
4’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+41.0
6, 29.7
4’, Stn.
Wall
+41.1
9, 34.8
8’, Grn
d.
Lig
ht
+44.2
6, 28.6
4’, Stn.
Wall
+44.5
4, 32.8
7’, Grn
d.
Lig
ht
+47.6
8, 28.0
3’, Stn.
Wall
+47.8
4, 31.3
0’, Grn
d.
Lig
ht
+49.9
0, 33.1
3’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+50.5
7, 34.9
1’, C
om
m. Sig
n (
CO
NC
RETE SIG
N)
+51.6
8, 27.6
8’, Stn.
Wall
765
770
775
780
785
790
795
765
770
775
780
785
790
795
10+00 11+00 12+00 13+00
P.O.T. 10+00.00 "S-3RD"
10+
00
LINE "S-3RD"
LIN
E "
S-I
N"
App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
App.
Ex.
R/W
App.
Ex.
R/W
App.
Ex.
R/W
App.
Ex.
R/W
App. Ex. R/W
S I
NDIA
NA A
VE
E 3RD ST
KOOSHTARD PROPERTY V, LLC
OF MONROE COUNTY
INDIANA UNIVERSITY
THE TRUSTEES OF
INDIANA UNIVERSITY
THE TRUSTEES OF
INDIANA UNIVERSITY
THE TRUSTEES OF
Ex. Grade Line "S-3RD"
Inv. 785.05
Inv. 783.50
Inv. 783.82
Inv. 778.89
(Ex. 18" RCP)
(Ex. 8" CLAY San.)
(Ex. 8" CLAY San.
)
(Ex. 8" CLAY San.)
LEGEND
32
F
26
F F15
15
DisturbDo Not
- Do Not Disturb
- Do Not Disturb
- Do Not Disturb
- Do Not Disturb
See Intersection Details for additional information.
All R/W described from Line "S-3RD" or Line "S-IN".
Remove Traffic Signal Equipment
15
9
Signal Equipment
Remove Traffic
Remove Inlet & Remove Pipe
(Ex. 12" RCP)
(Ex. 12" RCP)
Inv. 784.10 (Field Verify)
Plug Existing Opening
P.O.T. 8+00.00 "S-IN"
P.O.T. 5+
00.0
0 "
S-I
N"
P.O.T. 6+12.55 "S-IN"
P.O.T. 11+94.16 "S-3RD" =
STA. 11+53.31 "S-3RD"
BEGIN PROJECT
Signal Equipment
Remove Traffic
P.O.T. 13+00.00 "S-3RD"
STA. 12+64.00 "S-3RD"
END PROJECT
STA. 6+83.66 "S-IN"
END CONSTRUCTION
STA. 5+79.37 "S-IN"
BEGIN CONSTRUCTION
Do Not Disturb
TOPOGRAPHY NOTES&
STORM SEWER PROFILE
MONROE COUNTY
PERRY TWP.
SEC 4, T8N, R1W
MONROE COUNTY
PERRY TWP.
SEC 33, T9N, R1W
Field Verify Location & Elevations
Construct Manhole Around Existing Pipe
Inv. E/W 784.10
Inv. N 785.30
Rim 788.41
M.H. C-4 & 6’ of 12" Pipe
12+30.92, 6.94’ LT, STR. NO.12
15
15
15
P
P
R
R
R
R
F
P
R
Asphalt Material for Tack Coat
165 #/Syd. HMA Surface, Type B, on
Milling, Asphalt, (1.5" Depth) and
15
26 Sodding, Nursery
31 Brick Pavers
32 Hardwood Mulch
31Inv. 785.50
Rim 788.26 (@ E/P)
Inlet J-10, 3’ of 12" Pipe
12+30.96 LT, STR. NO.11
FF F
1
2
Paired Perpendicular Conc. Curb Ramp
Blended Transition Conc. Curb Ramp
2 1
1
1
LEGEND
TYPICAL EROSION CONTROL
Scale: NONE P
Signal EquipmentRemove Traffic
Pavement*
Remove Driveway
+Concrete Vertical Curb
4" Compacted Aggregate, 53.
Sidewalk, Concrete, 4" PCCP on
0.0
000
11+55.0
0
TEMPORARY CURB INLET PROTECTIONCIP
SF PERIMETER PROTECTION
CIP
Rev. 11/10/2020
Rev. 11/10/2020
P
P
P
P
P
P
PSubgrade Treatment Type II
PCCP Patching, Full Depth^^, on
165#/Syd. HMA Surface, Type B on
+
*
^^
E 605-CCSJ-01
ON INDOT STANDARD DRAWING
SEE CONCRETE CURB (VERTICAL)
PAVEMENT REMOVAL PAY ITEM.
SHALL BE INLUDED IN THE
DRIVEWAY PAVEMENT REMOVAL
DRAWING SC-2
SEE BLOOMINGTON STANDARD
NOTE:
Revisions:
11/10/2020
SS
ST
SS
SS
ST
SS
P:\
B0270060_
Blo
omin
gton IN - 3rd
St at In
dia
na
Ave\
Desig
n\
Pla
ns\
Mis
c\IntDet01.d
gn
11/
11/
2020
4:2
2:0
5
PM
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ JAJ
KMHKMH
1" = 10’
NONE
CITY OF BLOOMINGTON, INDIANA
SPOT ELEVATIONS&
INTERSECTION DETAILS13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
#100
17.9’
787.36
+42.82, 16.26
8.4
0%
1.5
0%
6.21%
7.76%
787.47
+47.82, 16.15
787.45
+36.83, 17.81
9.70%
787.67
+32.24, 19.84
787.92
+32.65, 20.261.44%
1.47%
787.85
+29.18, 23.64
787.95
+25.91, 29.55
788.12
+24.25, 34.66
8.40%788.37
+24.86, 34.43
788.01
+36.69, 29.861.50%
1.44%
787.92
+36.86, 23.87
787.92
+42.90, 30.05787.83
+42.86, 23.83
787.63(Ex.)
+46.34, 30.00
788.05(Ex.)
+40.46, 35.32
786.66(Ex.)
+55.52, 17.22
788.39(Ex.)
+31.42, 34.26
0.5
6%
0.9
1%
1.4
4%
1.5
0%
2.2
0%
3.71%
788.07(Ex.)
+23.24, 29.37
5.7
5%
787.24(Ex.)
+42.81, 13.676.00%
787.49(Ex.)
+36.90, 15.00 2.00%
787.10(Ex.)
+55.35, 26.84
8.0
4%
5.5
5%
4
788.04(Ex.)
+81.82, 13.13
787.76(Ex.)
+86.85, 8.58
787.96
+86.81, 13.16
787.88(Ex.)
+92.85, 8.62
788.04
+92.81, 13.20
4.00%
5.00%
1.3
3%
8.00%
8.00%
5.99
%
1.49%
0.25% 1.60%
4.9
5%
3.8
0%
788.05(Ex.)
+81.79, 17.00788.13(Ex.)
+81.68, 22.00788.49(Ex.)
+80.84, 24.67
788.73(Ex.)
+83.97, 29.84
789.05(Ex.)
+86.55, 35.397.94%
788.49
+86.62, 28.33
1.75
%
788.38
+86.72, 22.74
7.88
%
1.0
3%
1.88%
0.1
7%
1.00%
788.38
+96.56, 22.69
0.83%
3.80%
788.57
+96.70, 17.69
788.38
+96.68, 15.57
1.3
3%
1.88%
788.44
+92.56, 22.58
788.50
+92.38, 28.57
0.5
2%
1.5
0%
1.7
5%
10.00%
5.0
0%
788.53(Ex.)
+98.96, 28.76
788.43
+96.38, 28.69
3.00%
788.93
+96.24, 33.69
789.00(Ex.)
+96.18, 35.69
788.36
+92.78,17.20
788.28
+86.78,17.16
786.56
+87.93, 25.65
786.89(Ex.)
+84.37, 24.38
1.77%
1.46%1.50%
786.44
+88.07, 33.40
786.41
+88.10, 35.40
786.21(Ex.)
+94.21, 41.29
2.5
3%
3.2
2%
786.72(Ex.)
+79.37, 33.17
786.74(Ex.)
+79.28, 28.07
0.39%
786.50(Ex.)
+98.28, 38.93
3.77% 786.29
+997.21, 35.23
2.33%
2.00%
1.3
3%
1.2
9%
786.33
+94.10, 35.32
786.27(Ex.)
+88.21, 41.39786.52
+87.97, 27.91
1.98%
786.75
+28.35, 24.43
786.86
+27.96, 18.43
786.96(Ex.)
+24.85, 18.41
3.2
1%
3.40
%
1.67%
8.20
%
6.2
0%8.
20%
4.53
% 1.5
0%
786.46(Ex.)
+30.28, 26.70
10.32%
1.21
%
785.98(Ex.)
+26.55, 37.70
1.40
%
786.30
+37.55, 31.48
786.13(Ex.)
+39.99, 34.07
786.69
+42.59, 24.51
1.6
7%
2.00%
2.25%
1.5
0%
0.2
3%
0.3
6%
786.78
+36.59, 24.48
786.88
+36.62, 18.48
786.78
+42.62, 18.51
1.50%
786.87
+42.64, 14.51
1.8
0%
786.96
+36.64, 14.48
787.27
+31.50, 14.84
4.3
3%
6.4
2%
786.71
+30.94, 26.46
786.37
+33.56, 28.46
1.83%
786.72(Ex.)
+25.10, 24.56
0.9
2%
785.85(Ex.)
+33.02, 37.446.00
%
2.93
%
786.87(Ex.)
+42.66, 11.93
1.0
4%
787.02 B.C.
+30.93, 14.44
786.96 T.C.
+47.64, 14.54
786.50 B.C.
+47.64, 13.96
784.84(Ex.)
+83.71, 15.45
784.36(Ex.)
+83.65, 14.16
785.83(Ex.)
+67.00, 15.45
786.59(Ex.)
+81.37, 23.08
787.67(Ex.)
+81.85, 8.54
786.13(Ex.)
+54.41, 29.39
784.53(Ex.)
+83.57, 28.08
787.73(Ex.)
+30.89, 20.98
787.01(Ex.)
+28.92, 15.81
786.54(Ex.)
+93.22, 28.47
788.10(Ex.)
+97.76, 12.34
784.88(Ex.)
+83.59, 22.73
786.00(Ex.)
+56.14"S-3RD", 12.26’
786.15(Ex.)
+55.64"S-RD", 14.54
Match Ex.+63.65"S-3RD", 15.58
789.50(Ex.)+64.00"S-3RD", 12.77
788.39(Ex.)
+38.63"S-3RD", 12.37
788.90(Ex.)
+38.54"S-3RD", 0.78
788.73(Ex.)
+30.22"S-3RD", 13.00
788.49(Ex.)+23.00"S-3RD", 0.67
788.37(Ex.)+17.31"S-3RD", 0.37
788.15(Ex.)+17.18"S-3RD", 7.15
784.94(Ex.)
+83.68, 0.00
786.09(Ex.)
+63.68, 0.00
787.11(Ex.)
+43.68, 0.00
787.54(Ex.)
+25.93, 0.00
787.79(Ex.)
+99.19, 0.00
787.51(Ex.)
+81.66, 0.00
Inv. 785.50
Rim 788.26 (@ E/P)Inlet J-10, 3’ of 12" Pipe12+30.96 LT, STR. NO.1
781.85(Ex.)
+34.66, 22.73
781.45(Ex.)
+34.55, 12.86
1.43%
782.48(Ex. T.C.)+30.16, 22.75
781.97 (B.C.)
+30.66, 22.75
7.8
5%
5.0
0%
783.06
+16.82, 23.09
781.89(B.C.)
+30.37, 17.75
781.57(Ex.)
+34.61, 17.79
782.85(Ex.)
+16.89, 17.61
Existing
E 3RD ST
S I
NDIA
NA A
VE
App. Ex. R/W
App. Ex. R/W
App.
Ex.
R/W
App. Ex. R/WApp. Ex. R/W
App.
Ex.
R/W
App.
Ex.
R/W
App.
Ex.
R/W
Radius
R3
R4
R5
R6
R5
R6
R1
Center of Radius
R2
R4
Station
6+45.14
6+27.91
6+29.39
6+31.29
5+95.91
5+92.82
Offset
22.87 LT
23.77 LT
16.19 LT
21.40 RT
14.13 RT
28.90 RT
7.5’
5’
4’
LINE "S-3RD"
LIN
E "
S-I
N"
Value
8’
3’
6’
20’
3’
18’
Line
10
6+
00
7+
00
12+00
CURB RAMP DETAIL - NORTHWEST QUADRANT
CURB RAMP DETAIL - SOUTHWEST QUADRANT
CURB RAMP DETAIL - NORTHEAST QUADRANT
CURB RAMP DETAIL - SOUTHEAST QUADRANT
SCALE: 1" = 5’
SCALE: 1" = 5’
SCALE: 1" = 5’
SCALE: 1" = 5’
4’
4’
R2
R1
S-IN
S-IN
S-IN
S-IN
S-IN
S-IN
R3
All callouts described from Line "S-IN" unless otherwise shown.
LEGEND
Perpendicular Conc. Curb Ramp1
1
1
1
2
2 Blended Transition Conc. Curb Ramp
P
Detectable Warning Surface, 2’ Width (Typ.)
P
15
15
F Concrete, Sidewalk
31 Brick Pavers
Rev. 11/10/2020
Rev. 11/10/2020
F
F
F
FF
F
F
31
15
Revisions:
11/10/2020
Subgrade Treatment Type II
PCCP Patching, Full Depth^^, on
165#/Syd. HMA Surface, Type B on
E 605-CCSJ-01
ON INDOT STANDARD DRAWING
SEE CONCRETE CURB (VERTICAL)
DRAWING SC-2
SEE BLOOMINGTON STANDARD
NOTE:
+Concrete Vertical Curb
+
^^
2’2’
2’
2’
4’
2’
2’
2’
4’
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
JAJ
KMH KMH
JAJ
1" = 20’CITY OF BLOOMINGTON, INDIANA
LINE "S-3RD"SIGNING & STRIPING PLAN
NONE
13
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
LEGEND
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.
41
43
44
45
50
LINE "S-3RD"E 3RD ST
LIN
E "
S-I
N"
10+
00
5+00
S I
NDIA
NA A
VE
51
EXISTING SIGN AND SUPPORT TO REMAIN
EXISTING SIGN AND SUPPORT TO BE REMOVED
50
50
51
A
O
B
N
M K
L
H
FD
C E
J
G
I
41 (Typ.)
41(Typ.)
41 (Typ.)
(Typ.) 41
45
Station Offset
(Line "S-3RD")Crosswalk Layout Points
Point
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
11+66.92
11+77.04
12+05.33
12+05.29
11+72.62
11+67.34
11+58.16
14.13 LT
12.91 LT
27.42 RT
17.42 RT
27.20 RT
17.16 RT
13.03 RT
42
(NOT TO SCALE)
CROSSWALK DETAIL
45
2’ (Typ.)
4’
11
for Locations.
See Crosswalk Layout Points
Crosswalk Layout Line (Typ.)
OR41
11+81.52 31.84 LT
11+81.80 21.85 LT
12+07.04 32.55 LT
12+09.57 22.62 LT
12+25.39 10.83 LT
12+15.42 15.45 LT
12+25.22 12.96 RT
12+15.22 12.89 RT
45
46
See Note 2
CURB PAINTING, YELLOW
46
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 IN. (2 FT. LINE, 4 FT. GAP)
TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN.
43
+80.2
+56.1
44(Typ.)
50
INFORMATION.
SEE THE TRAFFIC SIGNAL PLAN FOR ADDITIONAL SIGNING3.
NORTH PROJECT LIMIT AS DIRECTED BY THE ENGINEER.
SHALL BE PAINTED YELLOW FROM THE CURB RAMP TO THE
THE PROPOSED CURB ON THE WEST SIDE OF S INDIANA AVE2.
808 OF THE STANDARD SPECIFICATIONS.
APPROVED BY THE ENGINEER IN ACCORDANCE WITH SECTION
PAVEMENT MARKINGS SHALL BE REMOVED USING A METHOD
RESURFACING LIMITS THAT CONFLICT WITH THE PROPOSED
EXISTING PAVEMENT MARKINGS OUTSIDE OF THE PAVEMENT1.
NOTES:
TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN. (CROSSWALK, L = 10’)
4444
52
53
4343
LINE, PAINT, SOLID, WHITE, 4 IN.
LINE, PAINT, DOTTED, WHITE, 4 IN. (2 FT. LINE, 4 FT. GAP)
54 LINE, PAINT, BROKEN, WHITE, 4 IN.
55
55
+09
+30
+64
55 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN.
55
67’ 63’48’72’
TR
SS
STST
SS
ST
W
TR
SS
STST
SS
ST
W
CONTRACT NO.
DESIGN ENGINEER DATE
SCALE: 1" = 10’
TOTALPROJECT NO.DES. NO.
JAJJAJ
JAL JAL
DESIGNED:
CHECKED: CHECKED:
DRAWN:
COMM. NO. N/A
DESIGNED BY: DATE:
COMM. NO. N/A
S INDIANA AVENUE & E 3RD STREET
XXXXX XXXXXXX
MONROE COUNTY
BLOOMINGTON, INDIANA
TRAFFIC SIGNAL PLAN
CITY OF BLOOMINGTON, INDIANA
PROJECT NO. N/A
12 13
SHEET
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Ex. Electric Utilities
Ex. Water Utilities
Ex. Sanitary & Storm Sewer Utilities
SIGNAL LEGEND
NEW HANDHOLE, TYPE I
TR EXISTING HANDHOLE
EXISTING SIGNAL DUAL ARM CANTILEVER STRUCTURE & FOUNDATION
EXISTING SIGNAL PEDESTAL & FOUNDATION
SIGNAL INDICATION WITH BACKPLATE
NEW 1-WAY, 3-SECTION (12" RED, 12" AMBER, 12" GREEN)
EXISTING TRAFFIC SIGNAL CONTROLLER & CABINET
NEW TRAFFIC SIGN (AS INDICATED)
NEW STREET NAME SIGN (AS INDICATED)
EXISTING CONDUIT
NEW SIGNAL PEDESTAL ON NEW "A" FOUNDATION
WAY
ONE
WAY
ONE
ON REDTURN
NO
SIGN LEGEND
1 2 3 4
5 6 7 8
PHASE BLOCK DIAGRAM
ALL RED FLASH
NONE PREFERENTIAL
UTILITY LEGEND
12+
00
6+00
App. Ex. R/W
App.
Ex.
R/W
App.
Ex.
R/W
App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
App.
Ex.
R/W
App.
Ex.
R/W
(30 m
ph)
S I
NDIA
NA A
VE
(25 mph)
E 3RD ST
35’
AR
M
D3-1
D3-1
R6-2(R)
LIN
E "
S-I
N"
LINE "S-3RD"
Station Offset
EXISTING UTILITY POLE
NEW APS PUSH-BUTTON (QUANTITY SHOWN)APS(#)
APS(2)
APS(1)
APS(2)
APS(1)
P1
P2
P3
P4
P5P6
No.
P1
P2
P3
P4
P5
P6
Pedestal and Mast Arm Data (Line "S-3RD")
11+65.65
11+60.32
30.41 LT
26.21 RT
Signal Dual Arm Cantilever Structure
Description
Signal Pedestal 15’
Signal Pedestal 11’
12+10.90
11+76.19 22.69 LT
12+16.46 23.78 LT
12+24.18 18.54 RT
26.39 RT
3rdE
500
S
300IndianaONE WAY ONE WAY
NEW PEDESTRIAN COUNTDOWN SIGNAL HEAD, INTERNATIONAL SYMBOLS, 18"
APS(2)(Luminaire Arm)
3-1c/10
1-7c/14
1-5c/14
1-7c/14
1-5c/14
1-5c/14
1-3c/14
Service to Remain
Existing Electrical
1-7c/14
3-5c/14
2-3c/14
1-7c/14
1-5c/14
Ave
200
St
600
Conduit to Remain)
(Existing Service
1-3c/8
NEW 2" GALVANIZED STEEL CONDUIT
R10-11 36"x48" R6-2(L) 30"x36" R6-2(R) 30"x36" D3-1 60"x18"
R6-1(L) 54"x18" R6-1(R) 54"x18"
Signal Pedestal 15’
Signal Pedestal 15’
Signal Pedestal 15’
D3-1 SIGN DETAILS
Additional Information
See D3-1 Sign Details for
(Signal Arm)
2-5c/14
ON NEW "SPECIAL" FOUNDATION
NEW SIGNAL DUAL ARM CANTILEVER STRUCTURE WITH POLE SECTION 2
ON NEW "P-1 MODIFIED" FOUNDATION
NEW TS2 CONTROLLER & "P-1" CABINET WITH UNINTERRUPTIBLE POWER SUPPLY
35’ LUMINAIRE MOUNTING HEIGHT
NEW 120V LUMINAIRE WITH PHOTOCELL ON 12’ TRUSS-TYPE ARM,
Modified Cabinet Foundation
Conduit to New Type P-1
Connect Existing Service
1 1 WIRE, NO. 4 COPPER IN PLASTIC DUCT, 4-1/C
1
1R6-1(R)
5c/14
2-5c/14
R6-2(L)
R10-11
35’ ARM
R6-1(L)
12’ ARM
R6-2(R)
17.98 RT
11+55.62
26.56 RT
11+55.03
R6-2(L)
5c/14
Type I (For Lighting)
Service Point
D3-1 102"x18"
2-5c/14
7c/14
2-5c/14
1
D3-1 SIGN DETAILS
R10-11
1-7c/14
1-5c/14
20.57 LT
12+15.91
24.48 LT
11+64.39
18.01 RT
12+13.04
unless otherwise shown.All callouts described from Line "S-3RD",
PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
3
WITH BACKPLATE
12" FLASHING AMBER ARROW) SIGNAL INDICATION
1-WAY, 3-SECTION (12" RED, 12" AMBER ARROW,
3
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
BY APPLIED INFORMATION SHALL BE PROVIDED IN THE CONTROLLER CABINET.
AN AI-500-085-02 GLANCE PREEMPT AND PRIORITY VIDEO CAPABLE FMU MANUFACTURED
SIGNAL TIMINGS SHALL BE INCLUDED IN THE COST OF CONTROLLER AND CABINET, P1.
THE PRE-CONSTRUCTION MEETING. PRIOR TO SIGNAL EQUIPMENT INSTALLATION. IMPLEMENTATION OF
THE CONTRACTOR SHALL INPUT THE SIGNAL TIMINGS, PROVIDED BY THE ENGINEER AT
AT THIS LOCATION WHEN COMPARED TO OTHER SIGNAL LOCATIONS ALONG 3RD STREET.
CONTRACTOR SHALL BE AWARE WHEN PROGRAMMING THE CONTROLLER THAT THE PHASING IS DIFFERENT
TO BE OPENED WITHOUT REQUIRING THE PEDESTRIAN SIGNAL HEAD BE ROTATED OR MOVED.
THE PEDESTRIAN SIGNAL HEADS SHALL BE PLACED SO THAT THE HOUSINGS WILL BE ABLE
EQUIPMENT AND SIGNS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
THE COST TO REPAIR OR REPLACE DAMAGED OR LOST SALVAGEABLE TRAFFIC SIGNAL
FOR AS SIGN, SHEET, RELOCATE.
REMOVAL AND REINSTALLATION OF THE HONORARY STREET NAME SIGN ILL BE PAID
COST OF SIGN, SHEET, REMOVE, AND NO ADDITIONAL COMPENSATIONWILL BE ALLOWED.
MATERIALS, AND EQUIPMENT REQUIRED FOR THIS WORK SHALLBE INCLUDED IN THE
CANTILEVER STRUCTURE AS DIRECTED BY THE ENGINEER.THE COST OF ALL LABOR,
ARM CANTILEVER STRUCTURE SHALL BE INSTALLED ON THE NEW SIGNAL DUAL ARM
EXCEPT THAT THE HONORARY STREET NAME SIGN ON THE EXISTING SIGNAL DUAL
ALL EXISTING SIGNS MOUNTED TO TRAFFIC SIGNAL EQUIPMENT SHALL BE REMOVED,
CABINET FOR THE NEW LUMINAIRE.
A SINGLE-POLE 15A CIRCUIT BREAKER SHALL BE PROVIDED IN THE NEW CONTROLLER
BLOOMINGTON.
REMOVED FROM THE EXISTING CONTROLLER CABINET AND RETURNED TO THE CITY OF
THE EXISTING RADIO EQUIPMENT FOR THE TRAFFIC SIGNAL INTERCONNECT SHALL BE
805-T-084.
TO BE SALVAGED AND RETURNED TO THE CITY OF BLOOMINGTON ARE SPECIFIED IN
ALLOWED. THE REMOVAL OF INDIVIDUAL ITEMS WILL NOT BE PAID FOR SEPARATELY. ITEMS
OF TRAFFIC SIGNAL EQUIPMENT, REMOVE, AND NO ADDITIONAL COMPENSATION WILL BE
MATERIALS, AND EQUIPMENT REQUIRED FOR THIS WORK SHALL BE INCLUDED IN THE COST
IN PLACE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE COST OF ALL LABOR,
NOT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CAPPED AND ABANDONED
WITH THE PROPOSED CONSTRUCTION SHALL BE REMOVED. EXISTING CONDUITS THAT DO
BY THE ENGINEER. PORTIONS OF THE EXISTING CONDUITS THAT INTERFERE IN ANY WAY
HANDHOLES, SHALL BE REMOVED UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED
ALL EXISTING TRAFFIC SIGNAL EQUIPMENT, INCLUDING ALL SIGNAL CABLE AND SIGNAL
SEE THE SIGNING & STRIPING PLAN FOR EXACT PAVEMENT MARKINGS.
LIGHTING CABLE SHALL BE PLACED IN ITS OWN CONDUIT, SEPARATE FROM SIGNAL CABLE.
THE LUMINAIRE SHALL BE EQUIPPED WITH AN INDIVIDUAL PHOTOCELL.
HEIGHT OF THE LUMINAIRE SHALL BE 35’.
MAST ARMS AND A SINGLE 12’ TRUSS-TYPE ARM FOR THE LUMINAIRE. THE MOUNTING
THE COMBINATION MAST ARM ASSEMBLY SHALL CONSIST OF DUAL 35’ CANTILEVER SIGNAL
THE CONTRACTOR SHALL LEAVE A NYLON PULL CORD IN ALL CONDUITS.
TRAFFIC SIGNAL INSTALLATION.
THE EXISTING ELECTRICAL SERVICE SHALL REMAIN AND BE REUSED FOR THE NEW
NOTES:
5-7c/14
5-5c/14
2-3c/14
3-7c/14
1-5c/14
Rev. 11/10/2020
Revisions:
11/10/2020
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4:1
4:5
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DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVALRECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
XXXXXXX
of
XXXXX XXXXXXX
13
CITY OF BLOOMINGTON, INDIANA
13ADV
KMH
ADV
KMH
NONE
NONE
MISCELLANEOUS TABLES PRO
FESSIONAL ENGI
N
EER
REGISTERED
NO.
PE10707495
STATE OF
INDIANA
KE
VIN M. HETRICK
9/30/2020
