3
PROJECT LOCATION SHOWN BY
%
3
185
1,850
1,320
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)
(2038)
(2038)
% A.A.D.T.
% D.H.V.
V.P.H.
V.P.D.
V.P.D.
CR 500 NORTH
DESIGN DATA
TRAFFIC DATA
50/50
None
Reconstruction
Level
Minor Arterial
40 MPH
Rural
The Project Includes Installation of Traffic Signal at The Intersection of C.R. 500 North and C.R. 50 West.
INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2018 TO BE USED WITH THESE PLANS.
SCALE: NONE
END PROJECT
P.O.T. Sta. 110+50 "A"
BEGIN CONSTRUCTION
P.O.T. Sta. 49+00 "S-1-A"
Approx. 40°29'22" N. Lat. & 86°54'57" W. Long.
VICINITY MAP
TIPPECANOE COUNTY
CERTIFIED BY:
DATE
CONTRACT PROJECT
SHEET
DESIGNATION
OF
FILE
BFS N
O.
SURVEY BOOK
C I V I L E N G I N E E R S
Butler FairmanSeufert
1 1
1
5-31-19
UTILITIES
Sanitary Sewer
American Suburban Utilities
3350 West CR 350 North
West Lafayette, Indiana 47906
Attn. Tammy Grandstaff
P (765) 463-3856
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
2 PLAT NO. 1
3 MAINTENANCE OF TRAFFIC
4-5 EROSION CONTROL PLAN
6-10 SIGNAL SHEETS
11 SIGN TABLE AND SIGN DETAILS
PRESIDENTDAVID BYERS
TRACY BROWN VICE PRESIDENT
THOMAS MURTAUGHMEMBER
ATTEST: BOB PLANTENGA AUDITOR
TIPPECANOE COUNTY
BOARD OF COMMISSIONERS
STEWART KLINE, P.E. COUNTY HIGHWAY DIRECTOR/ERC
ROAD PLANS
TRAFFIC SIGNAL INSTALLATION
C.R. 500 N. & C.R. 50 W.
3
%
3
1,020
10,200
7,300
% A.A.D.T.
% D.H.V.
V.P.H.
V.P.D.
V.P.D.
CR 50 WEST
50/50
None
3R (Non-Freeway)
Level
Minor Arterial
50 MPH
Rural
Communications
Comcast
335 East 10th Street
Anderson, Indiana 46016
Attn. Buddy Cabiness
P (765) 622-2904
Electric
Duke Energy
1619 W. Deffenbaugh Street
Kokomo, Indiana 46902
Attn. Connie Maus
P. (765) 454-6180
Communications
Frontier Communications
2401 Chicago Street
Valparaiso, Indiana 46383
Attn. Chuck McKean
P. (219) 531-6947
Water
Indiana-American Water Co.
555 E. County Line Road, Suite 201
Greenwood, Indiana 46143
Attn. Mike Seals
P. (317) 885-2444
Communications
Indiana Dataline, LLC
427 N. 6th Street, Suite C
Lafayette, Indiana 47901
Attn. Mike Wehr
P. (765) 269-8510
Electric
Tipmont REMC
403 South Main Street
Linden, Indiana 47955
Attn. Joe Kline
P. (765) 426-6170
Gas
Vectren
3419 Rascal Drive
Lafayette, Indiana 47909
Attn. Steven Neal
P. (765) 449-5673
END CONSTRUCTION
P.O.T. Sta. 51+00 "S-1-A"
BEGIN PROJECT
P.O.C. Sta. 108+00 "A"
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING SCALES.
REDUCED SIZED PLANS WILL NOT CONFORM TO STANDARD SCALES.
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
P.O.T. Sta. 99+53.22 "A"
P.C. Sta. 100+95.50 "A"
P.T. Sta. 105+53.60 "A"
20' U
tility &
D
rainage Easem
ent
20' U
tility &
D
rainage Easem
ent
40' Electric Line Easem
ent
20' Water Easement
25' U
tility &
D
rainage Easem
ent
15' U
tility &
D
rainage Easem
ent
2.5' U
tility Easem
ent
20' W
ater Easem
ent
20' Utility & Drainage
Easement
40' Sewer & Utility Easement
Blanket Electric Line
Easement
Blanket Electric Line
Easement
Blanket Electric Line
Easement
6' U
tility &
D
rainage Easem
ent
6' U
tility &
D
rainage Easem
ent
6' U
tility &
D
rainage Easem
ent
6' Utility & Drainage Easement
6' Utility & Drainage Easement
6' Utility & Drainage Easement
15' U
tility Easem
ent
10' U
tility Easem
ent
20' Water Easement
P.I. Sta. 103+24.56 "A"
Δ = 1°08'42" Rt.
CURVE DATA
P.I Sta. 103+24.56 "A"
Δ = 1°08'42" Rt.
R = 22923.55'
T = 229.06'
L = 458.10'
E = 1.14'
LINE "A"LINE "A"
LINE "A
"
LINE "A" & App.
1
4 Sec. Line
LIN
E "S-1-A"
6' U
tility &
D
rainage Easem
ent
BEGIN PROJECT
P.O.T. Sta. 108+00.00 "A"
END PROJECT
P.O.T. Sta. 110+50.00 "A"
END CONSTRUCTION
P.O.T. Sta. 51+00.00 "S-1-A"
BEGIN CONSTRUCTION
P.O.T. Sta. 49+00.00 "S-1-A"
P.I. Sta. 109+22.94 "A" =
Δ = 0°00'54" Lt.
(No Curve Run)
P.I. Sta. 50+00.00 "S-1-A"
Δ = 0°14'54" Lt.
(No Curve Run)
LIN
E "S-1-A"
App. 14 Sec. Line
App.
Sec.
Line
App.
Sec.
Line
Electric Easement in favor of
Tippecanoe-Montgomery County R.E.M.C
(Limits Cannot be Determined)
SHEPERD'S POINT
SUBDIVISION
LOT 3
LOT 2
LOT 1
LOT 4
ZACHARY S. &MEGAN L.BOLYARD
SHEPERD'S POINT
SUBDIVISION PART 2
LOT 5
LOT 6
LOT 31
LOT 30
SHEPERD'S POINT
SUBDIVISION PART 2
HAWTHORNE RIDGE
SUBDIVISION PART 1
LOT 9
BOARD OF COMMISSIONERSOF THE COUNTY OF
TIPPECANOE, INDIANA
CHRISTALDETTMAN &
DAN TOWERY
JULIE K.DWIGGINS
THERESA A.EBERLE
MICHAEL A. &DEE ELLEN
GIBSON
JOSEPH A.HEDRICK
WILLIAM P.KEYS JR. &
CATHY JEANKEYS
DANIEL L. HENDERSON
ROD G. &VERNA L.YODER
THE NORTH AMERICANISLAMIC TRUST, INC.
TIPPECANOE DEVELOPMENT,LLC
SEC. 31, T.24N., R.4W.
WABASH TOWNSHIP
TIPPECANOE COUNTY
SEC. 30, T.24N., R.4W.
WABASH TOWNSHIP
TIPPECANOE COUNTY
SEC. 31, T.24N., R.4W.
WABASH TOWNSHIP
TIPPECANOE COUNTY
SEC. 30, T.24N., R.4W.
WABASH TOWNSHIP
TIPPECANOE COUNTY
R/W
R
/
W
R/W
R/W
R/W
R
/
W
R/W
R/W
Res. "A"
Res. "A"
Res. "A"
Res. "A"
App. ⅊
A
p
p
. ⅊
A
p
p
. ⅊
App. ⅊
App. ⅊
App. ⅊
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊A
p
p
. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊ App. ⅊
App. ⅊
A
p
p
. ⅊
App. ⅊ App. ⅊App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
App. ⅊
R/W
Temp.
R/W
Temp.
R/W
App. ⅊
R/W
App. ⅊
App. ⅊
31 30
31 30
45+00
55+00
100+
00
105+
00
110+
00
115+
00
C.R. 50 W.
C.R. 50 W.
C.R. 500 W
.
C.R. 500 W
.
BOARD OF COMMISSIONERSOF THE COUNTY OF
TIPPECANOE
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MW
JCS
JMT
JCS
TIPPECANOE COUNTY
PLAT NO. 1
1"=60'
N/A
2 11
61435-31-19
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
60+
00
41+
00
42+
00
43+
00
44+
00
45+
00
46+
00
47+
00
48+
00
49+
00
50+
00
51+
00
52+
00
53+
00
54+
00
55+
00
56+
00
57+
00
58+
00
59+
00
LIN
E "A"
P.O.T. Sta. 50+00.00 "S-1-A" =
P.O.T. Sta. 109+22.94 "A"
CR. N
. 50 W
.
CR. W. 500 N.
BEGIN CONSTRUCTION
P.O.T. Sta. 49+00.00 "S-1-A"
END CONSTRUCTION
P.O.T. Sta. 51+00.00 "S-1-A"
LINE "S-1-A"
O
H
E
&
T
OHE&T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
TO
HE&
TO
HE&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OHE&T
OHE&T
OHE&T
O
H
E
&
T
BEGIN PROJECT
P.O.T. Sta. 108+00.00 "A"
END PROJECT
P.O.T. Sta. 110+50.00 "A"
ROAD
AHEAD
CONSTRUCTION
XW20-1
ROAD
AHEAD
CONSTRUCTION
XW20-1
ROAD
AHEAD
CONSTRUCTION
XW20-1
ROAD
AHEAD
CONSTRUCTION
XW20-1
END
CONSTRUCTION
XG20-2
END
CONSTRUCTION
XG20-2
END
CONSTRUCTION
XG20-2
END
CONSTRUCTION
XG20-2
ONE LANE
AHEAD
ROAD
XW20-4
XW20-7
ONE LANE
AHEAD
ROAD
XW20-4
XW20-7
ONE LANE
AHEAD
ROAD
XW20-4
XW20-7
ONE LANE
AHEAD
ROAD
XW20-4
XW20-7
500' 500'
500' 500'
500'
500'
500'
500'
SEQUENCE OF OPERATIONS
1. Maintain ingress and egress to all properties at all times.
2. Install maintenance of traffic devices in accordance with MUTCD 2011.
3. Install silt fence complying with 401 Permit.
4. Install traffic signal utilizing flagging operations.
LEGEND
TRAFFIC FLOW
CR 500 N. MOT DESIGN SPEED=30 MPH
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
BKM
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
MAINTENANCE OF TRAFFIC
1"=60'
N/A
3 11
61435-31-19
CR 50 W. MOT DESIGN SPEED=40 MPH
TRAFFIC SIGNS
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
O
H
E
&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T OHE&TOHE&T
OHE&T
OHE&T
OH
E&T
OH
E&T
OHE&T
OHE&TOHE&T
OH
E&
TO
HE&
T
OH
E&
T
O
H
E
&
T
99+
53
100+
00
101+
00
102+
00
103+
00
104+
00
105+
00
106+
00
107+
00
108+
00
109+
00
110+
00
111+
00
112+
00
113+
00
114+
00
115+
00
116+
00
117+
00
118+
00
45+
00
46+
00
47+
00
48+
00
49+
00
50+
00
51+
00
52+
00
53+
00
54+
00
55+
00
P.I. Sta. 50+00.00 "S-1-A"
Δ = 0°14'54" Lt.
(No Curve Run)
P.I. Sta. 109+22.94 "A"
Δ = 0°00'54" Lt.
(No Curve Run)
BEGIN PROJECT
P.O.T. Sta. 108+00.00 "A"
END PROJECT
P.O.T. Sta. 110+50.00 "A"
END CONSTRUCTION
P.O.T. Sta. 51+00.00 "S-1-A"
BEGIN CONSTRUCTION
P.O.T. Sta. 49+00.00 "S-1-A"
P.O.T. Sta. 99+53.22 "A"
P.C. Sta. 100+95.50 "A"
P.T. Sta. 105+53.60 "A"
LINE "A"
LIN
E "S-1-A"
LIN
E "S-1-A"
LINE "A"
TfB
Du
TfB
TfB
Du
TfB
TfB
Du
TfB
CR. N. 50 W.
CR. N. 50 W.
CR. W
. 500 N
.
CR. W
. 500 N
.
675
675
676
677
678
6
7
9
6
7
8
6
7
7
6
7
6
676
6
7
8
677
674
6
7
0
6
6
9
6
6
8
6
6
7
6
6
6
670
671
672
6
7
1
6
7
2
6
7
3
674
669
668
6
6
7
666
6
6
8
6
6
9
665
664
6
6
3
662
661
670
669
668
668
669
6
7
0
671
672
673
672
673
674
675
6
7
6
6
7
5
6
7
4
6
7
3
6
7
2
6
7
1
6
7
5
6
7
4
6
7
5
6
7
6
673
674
674
673
672
671
672
673
674
675
674
673
674
675
6
7
6
6
7
7
+50 "B" +50 "B"
+79
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
S
F
+42 "A"
+
2
0
"
S
-
1
-
A
"
+
3
3
"
S
-
1
-
A
"
+
1
1
"
A
"
+33 "A"
+
8
1
"
S
-
1
-
A
"
+
6
1
"
S
-
1
-
A
"
+
2
4
"
A
"
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
BKM
JCS
BKM
JCS
TIPPECANOE COUNTY
EROSION CONTROL PLAN
1"=60'
N/A
4 11
61435-31-19
SF PERIMETER PROTECTION (SILT FENCE)
LEGEND
SOIL TYPE IDENTIFICATION PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
BKM
JCS
BKM
JCS
TIPPECANOE COUNTY
EROSION CONTROL DETAIL
As Shown
N/A
5 11
61435-31-19
(M
in.)
18"
18" (M
in.)
30" (M
ax.)
5.0' (Max.)
NOTES:
Installation:
Silt Fence Is Not Recommended For Use As A Diversion And Should Not Be Used Across A Stream,
Channel, Ditch, Swale, Or Anywhere That Concentrated Flow Is Anticipated.
Lay Out The Location Of The Fence So That It Is Parallel To The Contour Of The Slope And At Least
10 Feet Beyond The Toe Of The Slope To Provide A Sediment Storage Area. Turn The Ends Of The
Fence Up Slope Such That The Point Of Contact Between The Ground And The Bottom Of The Fence
End Terminates At A Higher Elevation Than The Top Of The Fence At Its Lowest Point
Along The Entire Fence Line, Dig An 8 Inch Deep Flat Bottomed Or V-Shaped Trench. Place Fence
According To Manufacturer's Recommendations.
Maintenance:
Inspect The Silt Fence Weekly And After Each Storm Event.
If Fence Fabric Tears, Starts To Decompose, Or In Any Way Becomes Ineffective, Replace The
Affected Portion Immediately.
Remove Deposited Sediment When It Reaches Half The Height Of The Fence At Its Lowest Point Or
Is Causing The Fabric To Bulge.
Take Care To Avoid Undermining The Fence During Clean Out.
After The Contributing Drainage Area Has Been Stabilized, Remove The Fence And Sediment
Deposits, Bring The Disturbed Area To Grade, And Stabilize.
8" Embedment
(M
in.)
8"
FLOW
4"
Ground Line
Metal, Synthetic,
Or Wood Post
18" (M
in.)
Metal, Synthetic, or Wood Post
Silt Fence
Metal, Synthetic,
Or Wood Post
SILT FENCE (SEDIMENT FENCE) DETAIL
NOT TO SCALE
UNSUPPORTED SILT FENCE
TRENCH DETAIL
JOINT DETAIL
Compacted
Soil
Geotextile
Fabric
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
O
H
E
&
T
O
H
E
&
T
O
H
E
&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OHE&T
OH
E&
T
OH
E&
T
OH
E&
TO
HE&
TO
HE&
TO
HE&
TO
HE&
TO
HE&
TO
HE&
TO
HE&
TO
HE&
T
O
H
E
&
T
O
H
E
&
T
O
H
E
&
T
O
H
E
&
T
1N
3
N
4
N
5
N
6
N
7
C
2
N
A
A
2-5c/14
Cable
3-5c/14
2-5c/14
5c/14
2-5c/14
Cable
5c/14
Cable
5c/14
Cable
CR 500 N
(40 MPH)
CR 500 N
(40 MPH)
CR 50 W
(50 M
PH
)
CR 50 W
(50 M
PH
)
WA
EA
NA
SA
D3-1b
D3-1b
D3-1a
D3-1a
5c/14
Cable
5c/14
3-5c/14
Cable
5c/14
2-5c/14
2 - 2" Empty Conduit
w/Pull Tape & Tracer
Wire
P.I. Sta. 109+22.94 "A"
P.I. Sta. 50+00.00 "S-1-A"
LIN
E "A"
LIN
E "A"
LINE "S-1-A"
2-5c/14
2-5c/14
Cable
Cable
4-5c/14
2-Cable
3c/8
Approximate Location
N.=223675.83
E.=783042.38
Contractor to Establish With Field Engineer Approval
N.=223647.13
E.=783038.43
N.=223654.80
E.=782929.86
N.=223539.88
E.=782918.76
N.=223527.36
E.=783028.57
1
N
3
N
4
N
5
N
6
N
7
C
2
N
1
N
3
N
4
N
5
N
6
N
7
C
2
N 12'
(Typ.)
1
N
3
N
4
N
5
N
6
N
7
C
2
N
N.=223649.41
E.=783006.16
N.=223641.53
E.=782928.60
N.=223636.35
E.=783037.35
N.=223529.50
E.=783010.18
DETAIL A
OH
E&
T
OH
E&
T
A
SPAN MOUNTED SIGN
SERVICE POINT
36' STEEL STRAIN POLE AND FOUNDATION
STOP BAR
2" CONDUIT
TS2 CONTROLLER AND "P-1" CABINET ON "P-1" FOUNDATION
TRAFFIC SIGNAL HEAD, 3 FACE, 12": RED, AMBER, GREEN, POLYCARBONATE, W/BACKPLATE AND TAPE
LEGEND
DISCONNECT HANGER
SIGNAL HANDHOLE, TYPE II
10' SIGNAL PEDESTAL ON "A" FOUNDATION
1
1
WIRELESS VEHICLE DETECTOR (NON COUNTING)
WIRELESS VEHICLE DETECTOR (COUNTING)
WIRELESS REPEATER
C
WIRELESS ACCESS BOX WITH RECEIVER/PROCESSOR
A
N
R
PHASE DIAGRAM
ɸ1 ɸ2 ɸ3 ɸ4
ɸ5 ɸ6 ɸ7 ɸ8
TAG NUMBERLANE
EA4 - 7*
EA
WA8 - 1,2,3,4,5,6
WA
LANE TAG NUMBER
LOOP TAG TABLE
NA
NA2 - 7*
NOTES
1. The contractor shall install two empty conduits, with pull tape
& tracer wire, for purposes of signal service from the installed
signal handhole to the nearest Duke Energy utility pole located
at the northwest corner of the intersection and for purposes of
fiber optic cable.
2. The wireless magnetometer detectors shall be placed in
accordance with the plans. The location of the back detectors
for dilemma zone protection assume a passage time of 5
seconds per the INDOT design manual Figure 502-3AA.
Coordinate with the Engineer for placement of all detectors.
3. "Cable" refers to the cable from the wireless detection access
box to the controller.
4. Signal equipment shall be installed per plan, accommodating a
future intersection widening project. The owner will be
constructing turn lanes in 2020, at which time signal heads &
detection will need to be relocated.
NO PREFERENTIALITY
ALL RED FLASH
WA8 - 7*
NA
NA2 - 1,2,3,4,5,6
NA
NA2 - 8*
* COUNT CAPABLE DETECTOR
WA
WA8 - 8*
WA
EA4 - 8*
EA
SA6 - 7*SA
SA6 - 8*
SA
SA
SA6 - 1,2,3,4,5,6
EA4 - 1,2,3,4,5,6
EA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
SIGNAL SHEET
1"=20'
N/A
6 11
61435-31-19
MATCH LINE A
49+
00
50+
00
51+
00
MATCH LINE B
MATCH
LIN
E C
MATCH
LIN
E D
DETAIL A
4-5c/14
2-Cable3c/8
2-5c/14
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
365' From
Stop Bar
3'
R
8
C
CR 50 W
LIN
E "A"
24'
N.=224029.39
E.=782940.31
LEGEND
10' SIGNAL PEDESTAL ON "A" FOUNDATION
1
WIRELESS VEHICLE DETECTOR (COUNTING)
WIRELESS REPEATER
C
R
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
SIGNAL SHEET
1"=20'
N/A
7 11
61435-31-19
MATCH LINE A
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
R
365' From
Stop Bar
8
C
3'
P.T. Sta. 105+53.60 "A"
CR 50 W
LIN
E "A"
35'
N.=223151.68
E.=783014.43
LEGEND
10' SIGNAL PEDESTAL ON "A" FOUNDATION
1
WIRELESS VEHICLE DETECTOR (COUNTING)
WIRELESS REPEATER
C
R
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
SIGNAL SHEET
1"=20'
N/A
8 11
61435-31-19
MATCH LINE B
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T
OHE&T
O
H
E
&
T
O
H
E
&
T
OHE&T
295' To Stop Bar
R
8
C
3'
CR 500 N
LINE "S-1-A"
LINE "S-1-A"
N.=223638.53
E.=783315.64
LEGEND
10' SIGNAL PEDESTAL ON "A" FOUNDATION
1
WIRELESS VEHICLE DETECTOR (COUNTING)
WIRELESS REPEATER
C
R
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
SIGNAL SHEET
1"=20'
N/A
9 11
61435-31-19
52+
00
53+
00
54+
00
MATCH
LIN
E C
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
OH
E&
T
295' To Stop Bar
R
8
C
3'
CR 500 N
LINE "S-1-A"
37'
N.=223552.87
E.=782604.83
LEGEND
10' SIGNAL PEDESTAL ON "A" FOUNDATION
1
WIRELESS VEHICLE DETECTOR (COUNTING)
WIRELESS REPEATER
C
R
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
INTERSECTION CR 500 N AND CR 50 W
SIGNAL SHEET
1"=20'
N/A
10 11
61435-31-19
48+
00
MATCH
LIN
E D
47+
00
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
C I V I L E N G I N E E R S
Butler FairmanSeufertCHECKED:
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.
MO
JCS
BKM
JCS
TIPPECANOE COUNTY
SIGN TABLE AND DETAILS
N/A
N/A
11 11
61435-31-19
PROFESLANOIS ENGIN
EER11100651
No.
INDIANA
STATE OF
REG SI TERED TEEHSYLR
J
CA
SOANNA
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