Appendix B - Hamilton County, IN
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Transcript of Appendix B - Hamilton County, IN
Project Area
Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri
Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia,NGCC, © OpenStreetMap contributors, and the GIS User Community
º
General Location Map Location: 276th Street
Township: JacksonCounty: Hamilton
Map Datum: NAD 83Map Projection: UTM Zone 16 NorthThis map is intended to serve as an aid in graphic representation only.This information is not warranted for accuracy or other purposes.Data obtained from the State of Indiana GIO Library.Orthophotography obtained from Indiana Map Framework Data.
General Location276th Street Extension & Realignment Project
Des. No. 1600597Hamilton County, Indiana
LegendProject Area
0 1 20.5Miles
Project Location
Des. No. 1600597 Appendix B: Graphics B1
Project Area
º
USGS Topographic Map Location: 276th Street
Township: JacksonCounty: Hamilton
Map Datum: NAD 83Map Projection: UTM Zone 16 NorthThis map is intended to serve as an aid in graphic representation only.This information is not warranted for accuracy or other purposes.Data obtained from the State of Indiana GIO Library.Orthophotography obtained from Indiana Map Framework Data.
USGS Topographic MapArcadia Quadrangle (1:24,000)
276th Street Extension & Realignment ProjectDes. No. 1600597
Hamilton County, Indiana
LegendProject Area
0 0.5 10.25Miles
Des. No. 1600597 Appendix B: Graphics B2
SR
19
GW
INN
RD
E 276TH ST
E 279TH ST
E 281ST ST
AR
CA
DIA
RD
WH
ET
ST
ON
RD
MIL
LE
RS
BU
RG
RD
E 281ST ST
NRCS, State of Indiana
This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.
2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension
Des. No. 1600597Hamilton County, Indiana
Orthophotography and data obtained from Indiana Map Framework Data
Map Datum: NAD 83Map Projection: UTM Zone 16 North
Currently Proposed Permanent ROW
Currently Proposed Temporary ROW
Currently Proposed Construction Limits
Currently Proposed Mill and Resurface
Previously Proposed Permanent ROW
Previously Proposed Temporary ROW
º
0 0.25 0.50.125Miles
Refinement of Original Alignment to Preferred Alignment
Des. No. 1600597 Appendix B: Graphics B3
Legal Drain 1
Legal Drain 2Legal Drain 4
Wetland A
UNT 2/Legal Drain 3
Legal Drain 5
UNT 4
UNT 3
UNT 1/Legal Drain 6
SR
19
GW
INN
RD
E 276TH ST
E 279TH ST
E 281ST ST
AR
CA
DIA
RD
WH
ET
ST
ON
RD
E 274TH ST
E RAILROAD ST
E 281ST ST
NRCS, State of Indiana
This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.
2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension
Des. No. 1600597Hamilton County, Indiana
Orthophotography and data obtained from Indiana Map Framework Data
Map Datum: NAD 83Map Projection: UTM Zone 16 North
Permanent ROW
Temporary ROW
Construction Limits
Mill and Resurface
Identified Streams
Delineated Wetland
NWI Wetland
Floodplain
º
0 0.25 0.50.125Miles
Project Area Map
Des. No. 1600597 Appendix B: Graphics B4
¸!(
¸!(
¸!(
¸!(
¸ !(
¸!(
¸!(
¸ !(
¸!(
¸!(¸
!(
¸!(
Legal Drain 1
Legal Drain 2
Potential Detention
Pond Location
9
87
6
5
4
3
2
1
12
11
10
E 276TH ST
GW
INN
RD
E 281ST ST
NRCS, State of Indiana
This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.
2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension
Des. No. 1600597Hamilton County, Indiana
Orthophotography and data obtained from Indiana Map Framework Data
Map Datum: NAD 83Map Projection: UTM Zone 16 North
¸!( Photo Location
Permanent ROW
Temporary ROW
Construction Limits
Mill and Resurface
Identified Streams
NWI Wetland
Floodplain
º
0 800 1,600400Feet
Project Area & Photo Location Map - Page 1
Des. No. 1600597 Appendix B: Graphics B5
¸!(
¸ !(
¸!(
¸!(
¸!(¸!(
¸!(
¸!(
¸ ! (
¸!(¸!( ¸!(
¸ ! (
¸!(
¸!(¸!(
¸!(
¸ !(
¸!(
¸!(
¸!(
Legal Drain 4
Wetland A
UNT 2/Legal Drain 3
Legal Drain 5UNT 4
UNT 3
UNT 1/Legal Drain 6
shed no longer present
31
29
30
332827
26
32
25 242221
2019
18 1713
14
SR
19
E 279TH ST
E 281ST ST
WH
ET
ST
ON
RD
MIL
LE
RS
BU
RG
RD
AR
CA
DIA
RD
E RAILROAD ST
E 281ST ST
23
16
15
NRCS, State of Indiana
This map is intended to serve as an aid in graphic representation only. This information is not warrantedfor accuracy or other purposes.
2016 Aerial Photograph - Project Area Map276th Street Realignment & Extension
Des. No. 1600597Hamilton County, Indiana
Orthophotography and data obtained from Indiana Map Framework Data
Map Datum: NAD 83Map Projection: UTM Zone 16 North
¸!( Photo Location
Permanent ROW
Temporary ROW
Construction Limits
Identified Streams
Delineated Wetland
NWI Wetland
Floodplain
º
0 800 1,600400Feet
Project Area & Photo Location Map - Page 2
Des. No. 1600597 Appendix B: Graphics B6
1. Looking northeast at extension area
2. Looking east at 276th Street
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B7
3. Looking south at Beck’s Hybrids access road
4. Looking west at 276th Street
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B8
5. Looking southeast at Beck’s Hybrids
6. Looking northeast at Beck’s Hybrids
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B9
7. Looking west at extension area
8. Looking east at extension area
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B10
9. Looking south at agricultural field
10. Looking north at agricultural field
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B11
11. Looking southwest at extension area
12. Looking east at extension area
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B12
13. Looking west at extension area
14. Looking north at Wetsone Road
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B13
15. Looking east at extension area
16. Looking south at Wetsone Road
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B14
17. Looking southwest at unnamed tributary (UNT)
18. Looking northeast at UNT
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B15
19. Looking east along extension area
20. Looking west along extension area
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B16
21. Looking northeast along extension area
22. Looking southwest at UNT (outside project limits)
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B17
23. Looking north at UNT (outside project limits)
24. Looking east along extension area
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B18
25. Looking west along extension area
26. Looking northwest at extension area (hay shed relocated by owner)
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B19
27. Looking southeast at extension area
28. Looking south at
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B20
29. Looking north at
30. Looking north at SR 19
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B21
31. Looking east at 281st Street
32. Looking south at SR 19
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B22
33. Looking west at extension area
276th Street Phase II Photos taken 11/15/2016
Des. No. 1600597 Appendix B: Graphics B23
E. 276th Street
E. 276th Street
E. 281st Street E. 281st Street
E. 281st Street
E. 274th Street
E. 274th Street
E. 274th Street
E. 274th Street
W. Main Street
Gw
inn Road
Gw
inn Road
E.63rd
Devaney Road
Devaney Road
Albright Road
Albright Road
N.Edm
ondson Road
E. 286th Street
E. 286th Street
E. 279th Street
SR 19
S
R
1
9
C
i
c
e
r
o
R
o
a
d
Arcadia Road
Mosbaugh Road
Mosbaugh Road
N.Crooked Creek Road
N.Crooked Creek Road
N.Crooked Creek Road
N.W
hetstone Road
SCALE: 1" = 1,500'
DATED 2016INDIANA DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS TO BE USED WITH THESE PLANS.
1600597
R-39726
1600597
CONTRACT
PROJECT DESIGNATION
O A
A
AT
I
NTF TR N S PO
RT
AT
ION
NA
DE
PR
ME
ND I
INDOT
ROAD PLANS
INDIANA DEPARTMENT
OF TRANSPORTATION
PROJECT LOCATION SHOWN BY
LATITUDE: LONGITUDE:40° 11' 25" N 86° 03' 10" W
FOR LETTING:APPROVED
CERTIFIED BY:
PREPARED BY:PLANS
DATE
DATE
PHONE NUMBER
INDIANA DEPARTMENT OF TRANSPORTATIONPROJECT
DESIGNATION
ofSHEET
1600597
1600597
1 158
R-39726
CONTRACT
SURVEY BOOK
Gross Length:
Net Length:
Maximum Grade: %
MI.
MI.
1.89
1.89
3.75
PROJECT NO. R/W
CONST.
1600597
1600597PROJECT NO.
276TH STREET PHASE II
BRIDGE FILEN/A
NEW ROAD CONSTRUCTION, ROAD RECONSTRUCTION AND ROAD REHABILITATION BEGINNING AT A POINT ON 276TH STREET 0.60 MILES
WEST OF GWINN ROAD AND EXTENDING NORTH AND EAST TO THE INTERSECTION OF S.R. 19 AND 281ST STREET IN SECTIONS 10, 11, 12,
14 & 15, TOWNSHIP 20 NORTH, RANGE 4 EAST IN JACKSON TOWNSHIP, ALL IN HAMILTON COUNTY, INDIANA.
A.A.D.T.
A.A.D.T.
D.H.V
DIRECTIONAL DISTRIBUTION
TRUCKS
V.P.D.
V.P.D.
V.P.H.
%
(2018)
(2038)
(2038)
A.A.D.T.
D.H.V.
%
%
TRAFFIC DATA
1320
1720
172
50
15
15
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 2:09 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\01 TITLE\SH
T TITLE.D
WG
PRIN
T D
ATE: 4/2/18
HAMILTON COUNTY
HAMILTON COUNTY BOARD OF COMMISSIONERS
STEVEN C. DILLINGER, PRESIDENT
CHRISTINE ALTMAN
MARK HEIRBRANDT
DATE
ATTEST
DAWN COVERDALE, COUNTY AUDITOR
DATE
RECOMMENDED FOR APPROVAL
JOEL THURMAN P.E., ACTING HAMILTON COUNTY ENGINEER
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
M.P.H.
DESIGN DATA
50
NEW CONSTRUCTION (NON-FREEWAY)
LOCAL AGENCY COLLECTOR
RURAL
LEVEL
NONE
LINE "A"
STA. 10+00 TO 104+00 LINE "A"
LATITUDE: LONGITUDE:40° 11' 51" N 86° 01' 21" W
BEGIN:
END:
END PROJECT NO. STA. 111+71.97, LINE "F"
BEGIN PROJECT NO. STA. 10+00.00, LINE "F"
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
M.P.H.
DESIGN DATA
30
NEW CONSTRUCTION (NON-FREEWAY)
LOCAL AGENCY COLLECTOR
RURAL
LEVEL
NONE
STA. 104+00 TO 109+72.61 LINE "A"
SEE INDEX SHEET FOR S-LINE TRAFFIC DATA AND DESIGN DATA
E.R.C. (EMPLOYEE OF RESPONSIBLE CHARGE)
Please note that the Preliminary Design cover page does not currentlyinclude the original eastern portion of Phase I now being coveredunder Phase II; however, this portion of the project will be depictedon the Final Design cover page.
Des. No. 1600597 Appendix B: Graphics B24
LEGEND
PROPOSED TANGENT SECTION
12'-0" TRAVEL LANE
PROFILE GRADE
K
C OF CONSTRUCTION
L
12'-0" TRAVEL LANE 3'-0"
2'-0"
1'-0"3'-0"
SHLDR.
2%
24'-0"
R/W VARIES
K
2'-0"
1'-0"
2%
14'-0" CLEAR ZONE
R/W VARIES
SHLDR.
"Line F"
3
:
1
M
A
X
.
4:1
4'-0"
4
:
1
OO
Subgrade Treatment, Type IB
Existing Ground
Existing Ground
14'-0" CLEAR ZONE
STA. 13+37.72 "F" TO P.C. 30+08.03 "F"
P.T. 45+68.36 "F" TO P.C. 88+70.84 "F"
P.T. 91+61.69 "F" TO P.C. 96+08.34 "F"
P.T. 102+92.22 "F" TO P.C. 109+00.25 "F"
P.T. 109+74.42 "F" TO STA. 105+85.00 "F"
11
1
Clear zone is 20'-0" from sta. 13+26.73 to sta.
83+00.00
3
:
1
M
A
X
.
PROPOSED SUPERELEVATED SECTION
12'-0" TRAVEL LANE
K
12'-0" TRAVEL LANE3'-0"
2'-0"
1'-0" 3'-0"
SHLDR.
24'-0"
R/W VARIES
K
2'-0"
1'-0"
14'-0" CLEAR ZONE
R/W VARIES
SHLDR.
e%
e%
C OF CONSTRUCTION
L
"LINE F"
3
:
1
M
A
X
.
4
:
1
4'-0"
4
:
1
PROFILE GRADE &
AXIS OF ROTATION
Subgrade Treatment, Type IB
O
O
EXISTING GROUND EXISTING GROUND
(CURVES TO THE RIGHT, REVERSE FOR CURVES TO THE LEFT)
P.C. 30+08.03 "F" TO P.T. 45+68.36 "F"
P.C. 88+70.84 "F" TO P.T. 91+61.69 "F"
P.C. 96+08.34 "F" TO P.T. 102+92.22 "F"
P.C. 109+00.25 "F" TO P.T. 109+74.42 "F"
CLEAR ZONE VARIES FROM 16'-0" TO 26'-0"
1
2
See sheets XX for superelevation transition
details
3
See cross sections
NOTES
Tack coat to be placed between HMA layers.
Joint Adhesive to be installed at all longitudinal
joints in the surface and intermediate layers.
Liquid asphalt sealant to be placed centered on
the longitudinal joints.
3
2
2
3
:
1
M
A
X
.
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
3
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1/2" = 1'-0"
LLC AJF
LLCDCK
TYPICAL CROSS SECTIONS
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\03 TYPICAL\SH
T TYPICALS.D
WG
PRIN
T D
ATE: 4/2/18
LINE "F"
N/A
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
14 Combined Curb and Gutter
Compacted Aggregate, No. 53O
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"
13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
Des. No. 1600597 Appendix B: Graphics B25
2'-7"
2'-0"
4"
2'-0"
2%2%
1'-0"
(MIN.)
12'-0" TRAVEL LANE 12'-0" TRAVEL LANE
10'-0" CLEAR ZONE
KK
TYPICAL SECTION
STA. 105+85.00 "A" TO STA. 111+54.58 "F"
14
4
:
1
4
:
1
Subgrade Treatment, Type XX
LINE "A"
PROFILE GRADE
EXISTING GROUND
EXISTING GROUND
C OF CONSTRUCTION
L
C OF CONSTRUCTION
L
1'-0"
3'-0"
SHLDR
14'-0" CLEAR ZONE
RIRAP DITCH DETAIL
NOT TO SCALE
1'-6"
1'-0"
2'-0" 2'-0"
4'-0"
18" OF REVETMENT RIPRAP
GEOTEXTILES
SODDING
REQUIRED
4
:
1
4
:
1
DITCH SODDING DETAIL
NOT TO SCALE
4'-0"
SEEDING
SEEDING
1'-0"
SODDING
EXIST. GROUND
NOTES
Tack coat to be placed between HMA layers.
Joint Adhesive to be installed at all longitudinal
joints in the surface and intermediate layers.
Liquid asphalt sealant to be placed centered on
the longitudinal joints.
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
4
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1/2" = 1'-0"
N/A
LLC AJF
LLCDCK
TYPICAL CROSS SECTIONS
LINE "F"
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\03 TYPICAL\SH
T TYPICALS.D
WG
PRIN
T D
ATE: 4/2/18
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
14 Combined Curb and Gutter
Compacted Aggregate, No. 53O
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"
13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
Des. No. 1600597 Appendix B: Graphics B26
INCIDENTAL CONSTRUCTION
STA. 216+71.41 TO STA. 217+31.39 "PR-A"
EXISTING GRADEC OF CONSTRUCTION LINE "PR-A"L
VARIES EXISTING TO 19'-0" VARIES EXISTING TO 19'-0"
VARIES
VARIES
EXISTING PAVEMENT
KK
Subgrade Treatment, Type xx
2'-0" 2'-0"
VARIES EXISTING TO 4:1
K2
OR LINE "D"
STA. 10+00.00 TO STA. 10+89.58 LINE "D"
VARIES EXISTING TO 4:1
STA. 222+88.65 TO STA. 223+88.65 "PR-A"
TYPICAL SECTION
LINE "PR-A"
EXISTING %
21'-0"
8'-0"
EXISTING %
STA. 223+88.65 TO STA. 251+00.00 "PR-A"
OBSTRUCTION FREE ZONE
Existing HMA Pavement
RC
Varies
K2
K2
10'-6" 10'-6"
TRAVEL LANE
TRAVEL LANE
8'-0"
OBSTRUCTION FREE ZONE
3
See cross sections
3
VARIES %VARIES %
K K
OO
PROFILE GRADE
Subgrade Treatment, Type xx
4:1 4:1
2'-0" 2'-0"
10'-6" 10'-6"
1'-0"1'-0"
TYPICAL SECTION
STA. 251+00.00 TO STA. 252+93.16 "PR-A"
C OF CONSTRUCTION LINE "PR-A"L8'-0"
OBSTRUCTION FREE
ZONE
8'-0"
OBSTRUCTION FREE
ZONE
NOTES
Tack coat to be placed between HMA layers.
Joint Adhesive to be installed at all longitudinal
joints in the surface and intermediate layers.
Liquid asphalt sealant to be placed centered on
the longitudinal joints.
TYPICAL SECTION
STA. 10+89.58 TO P.C. 12+04.83 LINE "D"
EXISTING GRADEC OF CONSTRUCTION LINE "D"L
VARIES EXISTING TO 19'-0" VARIES EXISTING TO 19'-0"
VARIES
VARIES
KK
Subgrade Treatment, Type xx
2'-0" 2'-0"
VARIES EXISTING TO 4:1
K2
VARIES EXISTING TO 4:1
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
5
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1/2" = 1'-0"
N/A
LLC AJF
LLCDCK
TYPICAL CROSS SECTIONS
LINE "PR-A" & LINE "D"
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\03 TYPICAL\SH
T TYPICALS.D
WG
PRIN
T D
ATE: 4/2/18
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
14 Combined Curb and Gutter
Compacted Aggregate, No. 53O
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"
13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
Des. No. 1600597 Appendix B: Graphics B27
SPLITTER ISLAND TYPICAL SECTION
P.R.C. 11+16.92 TO STA. 13+37.72 LINE "F-1"
23
2%
K
4
:
1
4
:
1
EXISTING GROUND
20'-0"
CLEAR ZONE
4'-0"6'-0" TO 7'-0"
VARIES
1'-0"
4'-0"
SHOULDER
13'-0" TO 17'-8"
TRAVEL LANE
LINE "F-1"LINE "D-1"
4'-0" TO 45'-0"
VARIES
27
2%
K
4
:
1
4
:
1
EXISTING GROUND
CLEAR ZONE
1'-0"
27
P.C. 12+05.24 TO STA. 12+86.42 LINE "D-1"
2'-0"
2'-0"
Subgrade Treatment, Type xx
O O
4'-0" 6'-0" TO 7'-0"
VARIES
4'-0"
SHOULDER
13'-0" TO 17'-8"
TRAVEL LANE
20'-0"
SPLITTER ISLAND TYPICAL SECTION
STA. 217+31.37 TO STA. 223+00.42 LINE "PR-A-1"
23
2%
K
4
:
1
4
:
1
EXISTING GROUND
20'-0"
CLEAR ZONE
4'-0"6'-0" TO 7'-0"
VARIES
1'-0"
4'-0"
SHOULDER
13'-0" TO 17'-8"
TRAVEL LANE
LINE "PR-A-1"LINE "PR-A-2"
4'-0" -44'-9"
VARIES
27
2%
K
4
:
1
4
:
1
EXISTING GROUND
1'-0"
27
STA. 219+71.27 TO STA. 222+88.65 LINE "PR-A-2"
2'-0"2'-0"
Subgrade Treatment, Type xx
20'-0"
CLEAR ZONE
4'-0" 6'-0" TO 7'-0"
VARIES
4'-0"
SHOULDER
13'-0" TO 17'-8"
TRAVEL LANE
O O
2%
1
0
:1
TYPICAL SECTION IN ROUNDABOUT
LINE "R"
P.O.C 0+00.00 TO P.O.C 4+64.96 "LINE R"
55'-10"
6"
8'-0" 2'-8" 23'-0"
90'-0"
CENTER OF ROUNDABOUT
K
15
22
13
26
Subgrade Treatment, Type xx
2%
2'-0"
NOTES
Tack coat to be placed between HMA layers.
Joint Adhesive to be installed at all longitudinal
joints in the surface and intermediate layers.
Liquid asphalt sealant to be placed centered on
the longitudinal joints.
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
6
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1/2" = 1'-0"
LLC AJF
LLCDCK
TYPICAL CROSS SECTIONS
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\03 TYPICAL\SH
T TYPICALS.D
WG
PRIN
T D
ATE: 4/2/18
SPLITTER ISLANDS
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
14 Combined Curb and Gutter
Compacted Aggregate, No. 53O
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"
13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
N/A
Des. No. 1600597 Appendix B: Graphics B28
INCIDENTAL CONSTRUCTION
STA. 45+00 TO STA. 45+50 "PR-G"
EXISTING GRADE OR PROFILE GRADEC OF CONSTRUCTION LINE "PR-G"L
VARIES EXISTING TO 15'-0" VARIES EXISTING TO 15'-0"
EXISTING TO 2%
EXISTING TO 2%
EXISTING PAVEMENT
KK
V
A
R
I
E
S
E
X
I
S
T
I
N
G
T
O
4
:
1
STA. 51+50 TO STA. 52+00 "PR-G"
Subgrade Treatment, Type xx
2'-0"
2'-0"
V
A
R
I
E
S
E
X
I
S
T
I
N
G
T
O
4
:
1
K2
TYPICAL SECTION
STA. 45+50 TO STA. 46+50 "PR-G"
11'-0" 11'-0"
4'-0"4'-0"
1'-0"1'-0"
4
:
1
2% 2%
K K
O
4:1
O
C OF CONSTRUCTION LINE "PR-G"L
Subgrade Treatment, Type xx
2'-0"
Subgrade Treatment, Type xx
2'-0"
STA. 50+50 TO STA. 51+50 "PR-G"
TRAVEL LANETRAVEL LANE
2%2%
22'-0" 20'-0"
CLEAR ZONE
CLEAR ZONE
20'-0"
SHOULDERSHOULDER
TANGENT SECTION
PROFILE GRADE
K
C OF CONSTRUCTION
L
4'-0"
2'-0"
1'-0"
2'-0"
SHLDR.
2%
2%
K
4
:
1
2'-8"
2%
2%
SHLDR.
STA. 46+50.00 TO STA. 50+50.00 "PR-G"
4
:
1
LINE "PR-G"
15
Subgrade Treatment, Type IB
O
11'-0" 11'-0"
22'-0" 20'-0"20'-0"
CLEAR ZONECLEAR ZONE
TRAVEL LANETRAVEL LANE
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
7
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1/2"=1'-0"
N/A
LLC AJF
LLCDCK
TYPICAL CROSS SECTIONS
LINE "PR-G"
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\03 TYPICAL\SH
T TYPICALS.D
WG
PRIN
T D
ATE: 4/2/18
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
14 Combined Curb and Gutter
Compacted Aggregate, No. 53O
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"
13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
NOTES
Tack coat to be placed between HMA layers.
Joint Adhesive to be installed at all longitudinal
joints in the surface and intermediate layers.
Liquid asphalt sealant to be placed centered on
the longitudinal joints.
Des. No. 1600597 Appendix B: Graphics B29
113+00
2
0
+
0
0
4
0
+
0
0
60+00 80+00
1
0
0
+
0
0
580+
00
600+
00
620+
00
200+00
220+00
240+00
RAILROAD STREET
WALNUT STREET
MILL STREET
MAIN
STREET
App. P.L. &
Exist. R/W
App. P.L.
App. P.L.
App. P.L. &
Exist. R/W
App. P.L. &
Exist. R/W
App. P.L. &
Exist. R/W
L
L
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
A
p
p
. P
.L
. &
E
x
is
t. R
/
W
A
p
p
. P
.L
. &
E
x
is
t. R
/
W
App. P.L.
App. P.L.
10
1110
1110
1211
1314
10
10
1515
1110
1415
12
1313
11
1212
12
1211
22
1111
23
1110
33
1010
TEMP. R/W
TEMP. R/W
TEMP. R/W FOR
DRIVE CONSTRUCTION
TEMP. R/W FOR
DRIVE CONSTRUCTION
TEMP. R/W FOR
DRIVE CONSTRUCTION
1
0
+
0
0
2
0
+
0
0
4
0
+
0
0
60+00 80+00
100+
00
114+81
P.C. 30+08.03 "F"
P.T. 45+68.36 "F"
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAT NO. 1
1600597
8
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 400'
N/A
D.K. K.R.U.
L.L.C.L.L.C.
STA. 10+00.00 TO 111+53.27 LINE "F"
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 11:32 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\04 PLAT 1\SH
T PLAT1 276TH
II-A_01.D
WG
PRIN
T D
ATE: 4/2/18
Beck's SuperiorHybrids, Inc.
01
Beck's Superior Hybrids, Inc.Lockwood, Jerry E. & Peggy S.
Miller, Susann E. &Miller, Ronald K.
Spurgeon,Claude A.& Debra S.
Adler, Raymond M.& Katherine A.
Beck's Superior Hybrids, Inc.
01
Beck, Scott C. & Shantel R.
OWNERINDEX NO.
JACKSON TWP. - HAMILTON CO.
LITTLE
C
I
C
E
R
O
C
R
E
E
K
&
D
I
C
K
O
V
E
R
D
R
A
I
N
W
A
L
T
Z
,
W
A
R
M
A
N
,
B
O
O
T
H
Beck's SuperiorHybrids, Inc.
LIN
E "PR-G
"
WEBSTER PIT RO
AD
GW
IN
N RO
AD
LIN
E "D
"
LINE "PR-A"
276TH STREET
APP. 30' REGULATED
DRAIN EASEMENT
APP. 30' REGULATED
DRAIN EASEMENT
Beck's SuperiorHybrids, Inc.
Beck's SuperiorHybrids, Inc.
Philip N. Etchison, undivided 50%LaVonne M. Etchison, undivided 50%
Thomas E. &Lee Ann Lockwood
Philip N. Etchison, undivided 50%LaVonne M. Etchison, undivided 50%
William L. Whisler,Trustee et al
02
03
04
05
06 07 10
09
Allen, Alice M.
Endicott, Larry L. Jr. and Jennifer L.
02
03
04
05
06
07
08
09
10
Collins, Leannie
Parker, Paul A.
Robert D. Whisler, Jr. et al
Larry L. Endicott Jr., et al
Burtner, Dean & Teresa
Robert D. Whisler, Jr. et al
Thomas E. & LeeAnn Lockwood
Thomas E. & LeeAnn Lockwood
Sh
erlin
En
dico
tt
Waltz-ENA Farms, LLC
Caroline Jean Endicott
08
LINE "A"
LINE "A"
LINE "S-1-A" LINE "S-2-A"
LINE "B-D"
LINE "B-D"
WH
ETSTO
NE RO
AD
BEGIN PROJECT STA. 10+00.00, LINE "F" =
END PROJECT STA. 111+53.27, LINE "F" =
60' R/W
60' R/W
R
/W
R
/
W
Whelchel, Neal A. & Cheryl A.11
Butcher, Larry12
11
12
R4E
T20N
R4E
T20N
T20N
55' R/W
50' R/W
TEMP. R/W FOR
GRADING
TEMP. R/W FOR
GRADING
STA. 10+00.00, LINE "A"
STA. 109+72.61, LINE "A"
LINE "F"
LINE "F"
LINE "F"
LINE "A"
Des. No. 1600597 Appendix B: Graphics B30
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
9
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.C.L.L.C.
276th STREET - PHASE I
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
RMA-6
XM4-8
10
D ETO U R
RMA-2
6
RMA-10B
XM4-8
15
D ETO U R
RMA-1
XM4-8
M5-1(L)
(24"x12")
(21"x15")
5
RMA-5
XM4-8
9
RMA-7
XM4-8
11
D ETO U R
D ETO U R D ETO U R
M3-2
(24"x12")
RMA-9
13
XM4-8
(24"x12")
D ETO U R
M6-3
(21"x15")
XM4-6
(24"x12")
E N D
1 2
T2 H76 D3-1
C L O S E DAH EA D
ROAD
XW20-3
D E T O URAH EAD
XW20-2
(36"x36") (36"x36")
XM4-8D ETO U R
ST R E
M6-1(L)
(21"x15")
M6-3
(21"x15")
M6-1(R)
(21"x15")
M5-1(R)
(21"x15")
(24"x12")
(24"x12")(24"x12") (24"x12")
(24"x12")
D3-1
D3-1D3-1 D3-1
D3-1
D3-1
RMA-3
7
RMA-4
8
XM4-8D ETO U R
M3-2
(24"x12")
(24"x12")
D3-1
RMA-8
12
XM4-8
M5-1(R)
(21"x15")
D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
XM4-8D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
M6-1(R)
(21"x15")
4
C L O S E DROAD
XW20-3-A
(36"x36")
FEET500
RMA-11
16
RMA-12
17
XM4-8D ETO U R
M3-2
(24"x12")
(24"x12")
D3-1
XM4-8D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
M6-3
(21"x15")
T H R U TRAF F I C
R OAD CLOS E DT O
18
R11-4
(60"x30")
19
20 21
ROADC LOSED
R11-2
(48"x30")
XM4-10(L)
(48"x18")
XM4-10(R)
(48"x18")
ETT2 H76
ST R E ET
T2 H76STR EET
T2 H76ST R E ET
T2 H76ST R E ET
T2 H76ST R E ET
T2 H76STR EET
T2 H76STR EET
T2 H76ST R E ET
T2 H76ST R E ET
T2 H76STR EET
T2 H76STR EET
EA S T EA S T
EA S T
W E S T W E S T
W E S T
M5-1(R)
(21"x15")
M6-1(R)
(21"x15")
RMA-10A
14
XM4-8
(24"x12")
D ETO U R
XM4-6
(24"x12")
E N D
D3-1T2 H76ST R E ET
M5-1(R)
(21"x15")
M5-1(L)
(21"x15")
22
R11-3
(60"x30")
ROAD C LOS ED
LOCAL T R A F F I C O N LYXX M I LES AH EAD CLOS ED
23
(60"x30")
T2 H76 ST R EET TE SA
T2 H6 ST R E ET6S EU
TIPTON COUNTY
HAMILTON COUNTY
296TH. STREET
286TH. STREET
281ST. STREET
276TH. ST.
256TH. STREET
CAL CARSO
N RO
AD
ALBRIG
HT RO
AD
DEVAN
EY RO
AD
LITTLE
C
I
C
E
R
O
C
R
E
E
K
LEGEND
Construction Sign w/ Type "A" Light
Barricade Type III
Construction Area
Low Intensity Light
High Intensity Light
Road Closure Sign Assembly
Construction Sign
19
19
279TH. STREET
ARCAD
IA RO
AD
281ST. STREET
RAILROAD STREET
WEBSTER PIT RO
AD
286TH. STREET
GW
IN
N RO
AD
274TH. STREET
281ST. STREET
ARCADIA
MILLERSBURG
1000'500'
500'
100'
200'
10
9
21
13
4
22 21
TYPE III-B
WITH &
BARRICADES
100'
6
200'
13
22
22
TYPE III-B
WITH
BARRICADES
100'
14
200'
100'
13
6
500'
500'
4
3
22
TYPE III-B
WITH
BARRICADES
500'500'1000'
6
5
2
1
13
200'
100'
10
13
13
100'
10
200'
13
15
18
TYPE III-B
WITH
BARRICADES
200'
3
C L O S E DROAD
XW20-3-A
(36"x36")
FEET1000
18
TYPE III-B
WITH
BARRICADES
168
7
6
276TH. STREET
500'
Des. No. 1600597 Appendix B: Graphics B31
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
ER
ER
ER
12" STEEL
850.00
12" STEEL
849.52
12" CMP
853.80
8" CMP
866.20
8" CMP
865.42
(G
rav)
(Grass)(Grav)
(Grass)
Com
m Bldg
(Grass)
(Asph)
(
G
r
a
v
)
(Asph)
(Conc)
(G
rav)
(G
rav)
276th STREET
(Grass)
(Grass)
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
ER
ER
ER
12" STEEL
850.00
12" STEEL
849.52
12" CMP
853.80
8" CMP
866.20
8" CMP
865.42
(G
rav)
(Grass)(Grav)
(Grass)
Com
m Bldg
(Grass)
(Asph)
(
G
r
a
v
)
(Asph)
(Conc)
(G
rav)
(G
rav)
276th STREET
(Grass)
(Grass)
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
10
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.C.L.L.C.
276th STREET - PHASE I-A AND I-B
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
PHASE I-A PHASE I-B
Des. No. 1600597 Appendix B: Graphics B32
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
11
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.C.L.L.C.
276th STREET - PHASE II
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
TIPTON COUNTY
HAMILTON COUNTY
296TH. STREET
286TH. STREET
281ST. STREET
276TH. STREET
256TH. STREET
CAL CARSO
N RO
AD
ALBRIG
HT RO
AD
DEVAN
EY RO
AD
LITTLE
C
I
C
E
R
O
C
R
E
E
K
RMA-6
XM4-8
10
D ET O U R
RMA-2
6
RMA-10B
XM4-8
15
D ETO U R
RMA-1
XM4-8
M5-1(L)
(24"x12")
(21"x15")
5
RMA-5
XM4-8
9
RMA-7
XM4-8
11
D ETO U R
D ET O U R D ETO U R
M3-2
(24"x12")
RMA-9
13
XM4-8
(24"x12")
D ET O U R
M6-3
(21"x15")
XM4-6
(24"x12")
E N D
1 2
T2 H76 D3-1
C L O S E DAH EAD
ROAD
XW20-3
D E T O URAH EAD
XW20-2
(36"x36") (36"x36")
XM4-8D ETO U R
ST R E
M6-1(L)
(21"x15")
M6-3
(21"x15")
M6-1(R)
(21"x15")
M5-1(R)
(21"x15")
(24"x12")
(24"x12")(24"x12") (24"x12")
(24"x12")
D3-1
D3-1D3-1 D3-1
D3-1
D3-1
RMA-3
7
RMA-4
8
XM4-8D ETO U R
M3-2
(24"x12")
(24"x12")
D3-1
RMA-8
12
XM4-8
M5-1(R)
(21"x15")
D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
XM4-8D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
M6-1(R)
(21"x15")
4
C L O S E DROAD
XW20-3-A
(36"x36")
FEET500
RMA-11
16
RMA-12
17
XM4-8D ETO U R
M3-2
(24"x12")
(24"x12")
D3-1
XM4-8D ETO U R
M3-4
(24"x12")
(24"x12")
D3-1
M6-3
(21"x15")
T H R U TRAF F I C
R O AD CLOS E DT O
18
R11-4
(60"x30")
LEGEND
Construction Sign w/ Type "A" Light
Barricade Type III
Construction Area
Low Intensity Light
High Intensity Light
19
20 21
ROADC LOSED
R11-2
(48"x30")
XM4-10(L)
(48"x18")
XM4-10(R)
(48"x18")
Road Closure Sign Assembly
Construction Sign
ETT2 H76
ST R E ET
T2 H76STR EET
T2 H76STR EET
T2 H76ST R E ET
T2 H76ST R E ET
T2 H76ST R EET
T2 H76STR EET
T2 H76ST R E ET
T2 H76ST R E ET
T2 H76ST R EET
T2 H76STR EET
EA S T EA S T
EA S T
W E S T W E S T
W E S T
M5-1(R)
(21"x15")
M6-1(R)
(21"x15")
RMA-10A
14
XM4-8
(24"x12")
D ETO U R
XM4-6
(24"x12")
E N D
D3-1T2 H76ST R E ET
M5-1(R)
(21"x15")
M5-1(L)
(21"x15")
22
R11-3
(60"x30")
ROAD CLOS ED
LOCAL T R A F F I C O N LYXX M I LES AH EAD CLOS ED
23
(60"x30")
T2 H76 ST R E ET TE SA
T2 H6 ST R EET6S EU
19
19
279TH. STREET
ARCAD
IA RO
AD
281ST. STREET
RAILROAD
WEBSTER PIT RO
AD
286TH. STREET
GW
IN
N RO
AD
274TH. STREET
281ST. STREET
ARCADIA
MILLERSBURG
3
C L O S E DROAD
XW20-3-A
(36"x36")
FEET1000
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
STREET
266TH. STREET
Des. No. 1600597 Appendix B: Graphics B33
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
12
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.C.L.L.C.
276th STREET - PHASE III
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
RMA-14
XM4-8
25
D ETO U R
RMA-13
XM4-8
24
D ETO U R
1 2
C L O S E DAH EAD
ROAD
XW20-3
D E T O URAH EAD
XW20-2
(36"x36") (36"x36")
M6-1(R)
(21"x15")
M5-1(R)
(21"x15")
(24"x12") (24"x12")
D3-1 D3-1
4
C L O S E DROAD
XW20-3-A
(36"x36")
FEET500
T H R U TRAF F I C
R OA D CL OS E DT O
18
R11-4
(60"x30")
19
20 21
ROADC LOSED
R11-2
(48"x30")
XM4-10(L)
(48"x18")
XM4-10(R)
(48"x18")
BN
TIPTON COUNTY
HAMILTON COUNTY
296TH. STREET
286TH. STREET
281ST. STREET
276TH. STREET
256TH. STREET
CAL CARSO
N RO
AD
ALBRIG
HT RO
AD
DEVAN
EY RO
AD
LITTLE
C
I
C
E
R
O
C
R
E
E
K
LEGEND
Construction Sign w/ Type "A" Light
Barricade Type III
Construction Area
Low Intensity Light
High Intensity Light
Road Closure Sign Assembly
Construction Sign
19
19
279TH. STREET
ARCAD
IA RO
AD
281ST. STREET
RAILROAD
WEBSTER PIT RO
AD
286TH. STREET
GW
IN
N RO
AD
274TH. STREET
281ST. STREET
ARCADIA
MILLERSBURG
3
C L O S E DROAD
XW20-3-A
(36"x36")
FEET1000
276TH. STREET
NOTE:
DETOURS ARE FOR SHORT TERM CLOSURES FOR
INTERSECTION CONSTRUCTION.
STREET
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
25
24
WH
ETSTO
N RO
AD
Y PA S SA M E
26
RMA-15
XM4-8D ETO U R
M6-1(L)
(21"x15")
(24"x12")
D3-1BNY PA S SA M E
BNY PA S SA M E
26
28
27
XM4-8D ETO U R
RMA-17
M6-3
(21"x15")
(24"x12")
D3-1
28
BNY PA S SA M E
RMA-16
XM4-8
M5-1(L)
(24"x12")
(21"x15")
D ETO U R
T2 H76 D3-1
STR EET
27
26
28 24
25
18
TYPE III-B
WITH
BARRICADES
266TH. STREET
Des. No. 1600597 Appendix B: Graphics B34
1832
869.96
Control Cab-Irrigation
1833
869.90
Elec Trans Box
1834
869.43
Water V
1921
866.60
Riprap
1922
865.53
Riprap
1923
865.71
Riprap
1924
866.07
Riprap
1925
864.99
Riprap
1926
865.48
Riprap
1927
866.37
Riprap
(G
rav)
(G
rav)
(Cultivated)
(Cultivated)
(G
rav)
(Asph)
(Asph)
(Asph)
15366
850.52
FL
15371
850.82
FL
15376
850.86
FL
15388
851.32
FL
15445
852.53
UG
15446
853.24
UG
15448
853.88
UG
15450
854.07
UG
15452
854.34
UG
15454
854.46
UG
15456
854.53
UG
15458
854.78
UG
15489
849.92
FL
15499
850.26
FL
15512
850.67
FL
15535
850.91
FL
15586
850.96
FL
15592
851.23
FL
15596
851.53
FL
15597
851.71
FL
15598
851.94
FL
15599
852.13
FL
15618
852.58
FL
15621
852.61
FL
15622
852.61
FL
15635
852.41
FL
15650
851.85
FL
15667
851.72
FL
15669
852.48
PMAT GRAVEL
15670
853.30
PMAT GRAVEL
2765
854.83
Woods Line
2766
854.63
Woods Line
2773
854.16
Woods Line
2798
854.81
Woods Line
2799
854.88
Woods Line
2800
854.45
Woods Line
2801
854.28
Woods Line
2830
856.44
RR1
2831
856.43
RR2
2834
851.64
TL1
2837
852.20
TL1
2896
847.14
Stump
4000
856.37
RR1
4001
856.37
RR2
4002
856.23
RR2
4003
856.24
RR1
4004
856.09
RR1
4005
856.09
RR2
4006
855.97
RR2
4007
855.98
RR1
4008
855.86
RR1
4009
855.86
RR2
4010
855.78
RR2
4011
855.76
RR1
4012
855.72
RR1
4013
855.71
RR2
4014
855.61
RR2
4015
855.61
RR1
4016
855.50
RR1
4017
855.49
RR2
Fr G
ar
(Grass)
(Grass)
(Pasture)
(Pasture)
(Grass)
(Grass)
Fr Barn
(Cultivated)
(
A
s
p
h
)
(Grav)
Fr Shack
Mobile
Hom
e
1 Sty Fr H
se
(Ballast)
(Ballast)
(Asph)
(G
rav)
(Asph)
(Asph)
(Asph)
(Asph)
MAIN
STREET
S.R. 19
RAILROAD STREET
G
G
G
G
GG
G
G
15101
848.35
FL
15113
848.21
FL
15156
853.46
FL
15184
853.03
FL
15235
849.72
FL
15244
850.49
FL
15303
853.28
5/8" Rebar
(Grass)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Grass)
(Grass)
(Grass)
(Asph)
(Conc)
(Asph)
(Asph)
XX
XX
X
X
XX
XX
X
X
X
XXXXX
X
(Cultivated)
(Cultivated)
(Asph)
281st STREET
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
13
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.CL.L.C.
276th STREET - PHASE III-A
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
18
TYPE III-B
WITH
BARRICADES19
TYPE III-B
WITH
BARRICADES
T H R U TRAF F I C
R OA D CL OS E DT O
18
R11-4
(60"x30")
19
ROADC LOSED
R11-2
(48"x30")
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
Des. No. 1600597 Appendix B: Graphics B35
1832
869.96
Control Cab-Irrigation
1833
869.90
Elec Trans Box
1834
869.43
Water V
1921
866.60
Riprap
1922
865.53
Riprap
1923
865.71
Riprap
1924
866.07
Riprap
1925
864.99
Riprap
1926
865.48
Riprap
1927
866.37
Riprap
(G
rav)
(G
rav)
(Cultivated)
(Cultivated)
(G
rav)
(Asph)
(Asph)
(Asph)
15366
850.52
FL
15371
850.82
FL
15376
850.86
FL
15388
851.32
FL
15445
852.53
UG
15446
853.24
UG
15448
853.88
UG
15450
854.07
UG
15452
854.34
UG
15454
854.46
UG
15456
854.53
UG
15458
854.78
UG
15489
849.92
FL
15499
850.26
FL
15512
850.67
FL
15535
850.91
FL
15586
850.96
FL
15592
851.23
FL
15596
851.53
FL
15597
851.71
FL
15598
851.94
FL
15599
852.13
FL
15618
852.58
FL
15621
852.61
FL
15622
852.61
FL
15635
852.41
FL
15650
851.85
FL
15667
851.72
FL
15669
852.48
PMAT GRAVEL
15670
853.30
PMAT GRAVEL
2765
854.83
Woods Line
2766
854.63
Woods Line
2773
854.16
Woods Line
2798
854.81
Woods Line
2799
854.88
Woods Line
2800
854.45
Woods Line
2801
854.28
Woods Line
2830
856.44
RR1
2831
856.43
RR2
2834
851.64
TL1
2837
852.20
TL1
2896
847.14
Stump
4000
856.37
RR1
4001
856.37
RR2
4002
856.23
RR2
4003
856.24
RR1
4004
856.09
RR1
4005
856.09
RR2
4006
855.97
RR2
4007
855.98
RR1
4008
855.86
RR1
4009
855.86
RR2
4010
855.78
RR2
4011
855.76
RR1
4012
855.72
RR1
4013
855.71
RR2
4014
855.61
RR2
4015
855.61
RR1
4016
855.50
RR1
4017
855.49
RR2
Fr G
ar
(Grass)
(Grass)
(Pasture)
(Pasture)
(Grass)
(Grass)
Fr Barn
(Cultivated)
(
A
s
p
h
)
(Grav)
Fr Shack
Mobile
Hom
e
1 Sty Fr H
se
(Ballast)
(Ballast)
(Asph)
(G
rav)
(Asph)
(Asph)
(Asph)
(Asph)
MAIN
STREET
S.R. 19
RAILROAD STREET
G
G
G
G
GG
G
G
15101
848.35
FL
15113
848.21
FL
15156
853.46
FL
15184
853.03
FL
15235
849.72
FL
15244
850.49
FL
15303
853.28
5/8" Rebar
(Grass)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Grass)
(Grass)
(Grass)
(Asph)
(Conc)
(Asph)
(Asph)
XX
XX
X
X
XX
XX
X
X
X
XXXXX
X
(Cultivated)
(Cultivated)
(Asph)
281st STREET
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
TRAFFIC MAINTENANCE DETAILS
1600597
14
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
D.C.K. K.R.U.
L.L.CL.L.C.
276th STREET - PHASE III-B
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:34 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\05 M
OT\SH
T M
OT-276TH
.D
WG
PRIN
T D
ATE: 4/2/18
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
T H R U TRAF F I C
R OA D CL O S E DT O
18
R11-4
(60"x30")
19
ROADC LOSED
R11-2
(48"x30")
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
19
TYPE III-B
WITH
BARRICADES
Des. No. 1600597 Appendix B: Graphics B36
1
0
+
0
0
1
3
+
3
8
P.C. 10+97.70 "D"
P.T. 13+18.98 "D"
2
2
0
+
0
0
1
0
+
0
0
1
0
+
0
0
1
5
+
0
0
LINE "F"
N21°37'43"E
L
I
N
E
"
P
R
-
A
"
N
2
9
°
4
5
'
4
4
"
E
A
p
p
.
P
.
L
.
A
p
p
.
P
.
L
.
A
p
p
.
P
.
L
.
&
E
x
i
s
t
.
R
/
W
E
R
E
R
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
T
8
"
C
M
P
8
6
6
.
2
0
8
"
C
M
P
8
6
5
.
4
2
X
X
X
X
X
X
(
G
r
a
s
s
)
(
G
r
a
v
)
(
G
r
a
s
s
)
(
G
r
a
s
s
)
(
A
s
p
h
)
(
G
r
a
v
)
(
C
o
n
c
)
(
G
r
a
v
)
U
E
U
E
UE
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
X
X
X
X
X
X
X
X
X
X
X
(
G
r
a
s
s
)
(
G
r
a
s
s
)
BEGIN PROJECT
P.O.T. 10+00.00 "F"=
P.O.T. 220+54.41 "PR-A"=
P.O.T. 10+00.00 "A" =
P.O.T. 310+77.74 "C" =
P.O.T. 13+36.68 "D"
MONUMENT TYPE C REQ'D.
P.I. 11+51.47 "D"
P.I. 12+62.42 "D"
CURVE DATA
Δ = 12°18'02"R = 499.00'T = 53.77'L = 107.13'E = 2.89'
P.I. 11+51.47 Line "D"
CURVE DATA
Δ = 18°41'14"R = 350.00'T = 57.59'L = 114.15'E = 4.71'
P.I. 12+62.42 Line "D"
L
IN
E
"A
"N
2
9
°
4
5
'4
4
"E
P.R.C. 12+04.83 "D"
R
/
W
R
/
W
R/W
R
/
W
5
0
'
R
/
W
R
/
W
50' R/W
50' R/W
R
/
W
R
/
W
Str. No. 13
87 Lft. of 18" Pipe
with 2 End Sections
Req'd.
+49 Rt.,
+44 Lt.,
Str. No. 12
Inlet E-7
and 54' of 15" Pipe with
1 End Section Req'd.
850
855
860
865
870
875
880
885
850
855
860
865
870
875
880
885
10+00
867.7
11+00
868.5
12+00
866.2
13+00
864.4
14+00
861.9
865.80
15+00
861.4
865.45
868.2
867.5
865.2
863.3
866.04
860.6
865.60
-0.54%
P.V.I. 15+00.00
ELEV = 865.23
V.C. = 300'
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
GRADE OF 4' BOTTOM SPL. DITCH, RT.
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
BEGIN PROFILE GRADE LINE "F"
STA = 13+37.72
ELEV = 866.11
SEE PROFILE LINE "F-1" ON ALIGNMENT
PROFILE SHEET FOR PROPOSED GRADE
-0.7
0%
864.18
+ 00.0
861.00
+ 54.6
-0.91%
+ 29.2
864.45
+ 53.9
861.50
801
P.O.T. 10+00.00 "A"
MAG NAIL SET
10+
10.1,10.1'-Pw
P
10+
25.9,81'-M
ailbox
14+
82.2,114.6'-D
rainage M
H
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
15
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 10+00.00 TO 15+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".LINE "C" = LINE "A" FROM PROJECT 138334.
TBM #3 - Mag Nail Set 1' up in North Face of Power,
on South Side of 276th Street at West side of Drive
"D".
N 47253.3784, E 46783.3270 Elev. = 868.049
TBM #2 - Mag Nail Set 1' up in South Face of Power
Pole No. 254-105, on North Side of 276th Street
approx. 500' East of Proposed Round-a-Bout.
Sta. 12+32.01 "A", 378.39' Rt.
N 47319.1411, E 47230.9669 Elev. = 870.305
10+
00
15+
00
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck, Scott C.
& Shantel R. Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
BEGIN PROJECT STA. 10+00.00, LINE "F"
See Spot Elevation Details
for Proposed Roundabout
Des. No. 1600597 Appendix B: Graphics B37
1
5
+
0
0
2
0
+
0
0
2
5
+
0
0
LINE "F"
N21°37'43"E
L
IN
E
"A
"
N
2
9
°
4
5
'4
4
"E
X
X
X
X
X
X
(
C
u
l
t
i
v
a
t
e
d
)
(
G
r
a
v
)
A
P
P
.
S
E
C
T
I
O
N
L
I
N
E
N
2
9
°
4
5
'4
4
"E
50' R/W
50' R/W
60' R/W
65' R/W
TEMP. R/W FOR GRADING
60' R/W
Str. No. 15
71 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+00 Lt.,
Str. No. 14
68 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+98 Rt.,
Str. No. 15B
71 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+00 Lt.,
Str. No. 15A
68 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+02 Rt.,
Str. No. 16B
104 Lft. of 12" Pipe
with 2 End Sections
Req'd.
+48 Rt.,
Str. No. 16
65 Lft. of 16'x4'
Reinforced Concrete
Box Culvert
+50 Lt.,
+50
50'
+50
60'
+50
50'
+50
60'
+50
50'
+50
60'
+00
50'
+00
65'
+30 Rt.,
Str. No. 16A
MH C-4
+73 Lt.,
Str. No. 16B
MH C-4
and 100' of 12" Pipe
Req'd.
850
855
860
865
870
875
880
885
850
855
860
865
870
875
880
885
15+00
861.4
865.45
863.4
865.34
16+00
864.0
865.29
864.5
IN
FIN
ITY
17+00
864.7
865.33
864.9
865.43
18+00
865.9
865.59
866.5
865.80
19+00
868.0
866.07
870.8
866.39
20+00
872.3
866.77
870.8
867.17
21+00
869.4
867.58
868.5
867.99
22+00
868.3
868.39
868.2
868.78
23+00
868.4
869.13
868.9
869.44
24+00
869.5
869.72
870.6
869.96
25+00
870.9
870.17
870.2
870.33
26+00
868.5
870.46
867.6
870.58
27+00
866.8
870.69
866.4
870.80
28+00
865.3
870.91
864.6
871.03
29+00
865.4
871.14
866.3
871.25
30+00
866.2
871.36
+
0.81%
P.V.I. 24+00.00
ELEV = 870.02
V.C. = 400'
P.V.I. 15+00.00
ELEV = 865.23
V.C. = 300'
P.V.I. 18+25.00
ELEV = 865.35
V.C. = 350'
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
GRADE OF 4' BOTTOM SPL. DITCH, RT.
+0.31%
+0.6
2%
-0.5
3%
862.15
+ 21.0
865.21
+ 15.0
862.50
+ 23.6
+0.30%
+0.5
3%
-0.6
3%
+ 21.0
862.60
+ 15.0
865.21
+ 21.2
862.00
802
N.R.A.
0.3' Below Grade in
P.O.T. 18+00.00 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Grass Field
803
Buried 1.5' in
N.R.A.
P.O.T. 26+00.00 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Cultivated Field
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
16
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 15+00.00 TO 30+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
25+
00
30+
00
20+
00
15+
00
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
+00.0
CLASS V DRIVE REQ'D.
W = 24'
+00.0
CLASS V DRIVE REQ'D.
W = 24'
+00.0
CLASS V DRIVE REQ'D.
W = 24'
+00.0
CLASS V DRIVE REQ'D.
W = 24'
Des. No. 1600597 Appendix B: Graphics B38
P.C. 30+08.03 "F"
3
5
+
0
0
40+
00
P.C. 33+30.20 "A"
+
8
0
.
0
7
2
.
2
1
'
R
+
7
9
.
5
0
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
(
C
u
l
t
i
v
a
t
e
d
)
(
C
u
l
t
i
v
a
t
e
d
)
W
W
W
W
W
W
W
W
W
Approximate Location of 8" Water Line
buried approximately 5'.
CURVE DATA
Δ = 68°14'41"R = 1310.00'T = 887.68'L = 1560.33'E = 272.43'Se = 6.80%
P.I. 38+95.71 Line "F"
P.I. 40+88.22 "A"
CURVE DATA
Δ = 60°06'39"R = 1310.00'T = 758.02'L = 1374.36'E = 203.50'Se = 6.8%
P.I. 40+88.22 Line "A"
LIN
E "A
"
LINE "F"
N
2
1
°
3
7
'
4
3
"
E
N
2
9
°
4
5
'
4
4
"
E
N
8
9
°
5
2
'
2
3
"
E
N
8
9
°
5
2
'
2
3
"
E
A
P
P
.
S
E
C
T
I
O
N
L
I
N
E
A
P
P
.
1
/
4
S
E
C
T
I
O
N
L
I
N
E
P.O.C. 40+00.00 "F"=
MONUMENT TYPE B REQ'D.
6
0
'
R
/
W
65' R
/
W
65' R
/
W
Str. No. 16C
71 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+00 Lt.,
+08.03
60'
+08.03
65'
+08.04
65'
855
860
865
870
875
880
885
890
855
860
865
870
875
880
885
890
30+00
866.2
871.36
866.3
871.48
31+00
866.8
871.59
867.9
871.70
32+00
869.1
871.81
870.0
871.93
33+00
870.2
872.04
870.5
872.15
34+00
870.1
872.26
870.0
872.38
35+00
869.7
872.49
869.8
872.60
36+00
870.0
872.71
870.4
872.83
37+00
870.9
872.94
870.6
873.05
38+00
870.2
873.16
870.2
873.27
39+00
869.7
873.39
869.4
873.50
40+00
869.1
873.61
869.2
873.72
41+00
869.5
873.84
869.7
873.94
42+00
870.5
874.03
871.2
874.08
43+00
872.3
874.11
873.6
874.11
44+00
875.3
874.08
877.4
874.02
45+00
878.4
873.93
+0.22%
P.V.I. 43+72.92
ELEV = 874.45
V.C. = 500'
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
+0.4
0%
+0.6
9%
866.25
+ 51.7
870.38
+ 50.0
+0.4
6%
+0.6
9%
+ 51.7
866.25
+ 50.0
870.38
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
GRADE OF 4' BOTTOM SPL. DITCH, RT.
804
P.C. 33+30.20 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.5' in
N.R.A.
Cultivated Field
805
P.O.C. 40+17.38 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.5' in
N.R.A.
Cultivated Field
806
P.I. 40+80.22 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
0.3' Below Grade in
N.R.A.
Grass Field
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
17
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 30+00.00 TO 45+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
40+
00
45+
00
35+
00
30+
00
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
MONUMENT TYPE B REQ'D.
Des. No. 1600597 Appendix B: Graphics B39
P.T. 45+68.36 "F"
4
5
+
0
0
50+00
55+00
P.T. 47+04.57 "A"
UE UEUE
UEUE
UEUE UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
(G
rav)
(G
rav)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(G
rav)
(Asph)
(Asph)
(Asph)
T
T
T
T
T
T
LINE "F"N89°52'23"E
LINE "A"N89°52'23"E
APP. 1/4 SECTION LINE
10+
00
P.I. 10+36.34 "S-1-A"
P.O.T. 58+71.82 "F"=
P.O.T. 9+88.00 "S-1-A"
P.O.T. 56+71.96 "A"=
P.O.T. 10+00.00 "S-1-A"
LIN
E "S-1-A"
S0°12'21"W
LIN
E "S-1-A"
S0°13'07"W
APP. P.L. &
1/4 SECTIO
N LIN
E
APP. P.L. &
1/4 SECTIO
N LIN
E
(No Curve Run)Δ = 0°00'46"
P.I. 10+36.34 Line "S-1-A"
CURVE DATA
65'R
/
W
R/W
50' R/W
65' R/W
60' R/W
50' R/W
50' R/W
50' R/W
Str. No. 17
86 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+49 Lt.,
Str. No. 18
135 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+83 Rt.,
+68.35
65'
+68.36
65'
+00
62'
+00
60'
+00
65'
+00
50'
+00
60'
+00
50'
+40
50'
+70 "S-1-A"
20'
R
/
W
+70 "S-1-A"
20'
+25
55'
+25
50'
+25
50'
+98 "S-1-A"
31'
+98 "S-1-A"
29'
R
/
W
R
/
W
855
860
865
870
875
880
885
890
855
860
865
870
875
880
885
890
45+00
878.4
873.93
877.5
873.82
46+00
876.7
873.67
876.2
873.51
47+00
875.7
873.34
875.0
873.17
48+00
874.4
873.00
873.7
872.83
49+00
873.1
872.66
872.3
872.49
50+00
871.7
872.32
871.5
872.15
51+00
871.3
871.98
871.1
871.81
52+00
871.1
871.64
870.7
871.46
53+00
870.5
871.28
870.3
871.08
54+00
870.2
870.87
870.3
870.66
55+00
870.4
870.43
869.4
870.19
56+00
868.8
869.94
868.6
869.68
57+00
869.3
869.42
869.7
869.14
58+00
869.2
868.87
868.5
868.59
59+00
867.2
868.32
866.4
868.04
60+00
866.0
867.77
-0.34%
P.V.I. 54+50.00
ELEV = 870.79
V.C. = 500'
EXISTING PROFILE ALONG LINE "F"
PROPOSED PROFILE GRADE
GRADE OF 4' BOTTOM SPL. DTICH, LT.
(PLOTTED 10' ABOVE DATUM)
-0.25%
-0.80%
867.19
+ 18.1
-0.26%
+ 18.1
867.03
GRADE OF 4' BOTTOM SPL. DITCH, RT.
807
P.T. 47+04.57 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
0.3' Below Grade in
N.R.A.
Grass Field
808
P.O.T. 56+71.96 "A" =
P.O.T. 10+00.00 "S-1-A"
MAG NAIL SET
822
P.O.T. 7+50.00 "S-1-A"
MAG NAIL SET
823
P.O.T. 12+50.00 "S-1-A"
MAG NAIL SET
56+
57,120.9'-G
uy W
56+
57.6,97.4'-Bench M
ark TBM
1
56+
32.6,71.2'-Control Cab-Irrigation
56+
32.8,72.8'-Elec Trans Box
56+
30.2,59.3'-W
ater V
56+
29.1,77.3'-W
ater Supply Line
56+
25.8,71.8'-Post
56+
57.5,96.5'-Pw
P 077-17
56+
71.7,36.3'-Sec Cor-RR Spike
56+
90.2,9.3'-Post W
OO
D
57+
00.4,21.9'-Sign-STO
P
56+
97.1,18.5'-Post W
OO
D
56+
56.4,34.2'-Sign-ARRO
W
56+
87.3,73.7'-Sign-STREET
12+
50
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
18
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 45+00.00 TO 60+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
55+
00
60+
00
50+
00
45+
00
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Adler, Raymond M.& Katherine A.
Etchison, Philip N. &Etchison, LaVonne M.
TBM #1 - Mag Nail Set 1' up in East Face of Power
Pole No. 077-17, First Power Pole North of 281st
Street, West Side of Gwinn Road
Sta. 9+02.66 "S-1-A", 14.97' Lt.
N 50087.6480, E 50031.1322 Elev. = 870.662
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
GW
IN
N RO
AD
281ST STREET
MONUMENT TYPE B REQ'D.
MONUMENT TYPE B REQ'D.
+73.5
PUBLIC ROAD APPROACH,
TYPE B REQ'D.
+73.5
PUBLIC ROAD APPROACH,
TYPE B REQ'D.
Des. No. 1600597 Appendix B: Graphics B40
60+00 65+00 70+00
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Asph)
LINE "F"N89°52'23"E
LINE "A"N89°52'23"E
APP. P.L.
APP. P.L. & 1/4 SECTION LINE
APP. P.L. & 1/4 SECTION LINE
50' R/W
50' R/W
50' R/W
50' R/W
50' R/W
TEMP. R/W FOR GRADING
TEMP. R/W FOR GRADING
Str. No. 19
67 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+72 Lt.,
Str. No. 20
46 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+23 Rt.,
Str. No. 21
54 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+65 Rt.,
+50
50'
+50
55'
+50
50'
+50
55'
TEMP. R/W FOR DRIVE CONSTRUCTION
+00
50'
+00
55'
+00
50'
+00
70'
+45
70'
+45
50'
+25
50'
+25
60'
+50
50'
+50
60'
60' R/W
60' R/W
+50
50'
+50
55'
845
850
855
860
865
870
875
880
845
850
855
860
865
870
875
880
60+00
866.0
867.77
865.3
867.50
61+00
864.8
867.22
864.7
866.95
62+00
864.3
866.67
863.9
866.40
63+00
863.2
866.12
862.5
865.85
64+00
862.1
865.58
862.1
865.30
65+00
861.9
865.03
861.8
864.75
66+00
861.6
864.48
861.7
864.21
67+00
861.7
863.93
861.9
863.66
68+00
862.9
863.38
863.0
863.11
69+00
862.0
862.83
860.9
862.56
70+00
860.3
862.29
860.1
862.01
71+00
859.9
861.74
859.8
861.46
72+00
860.0
861.19
859.4
860.91
73+00
859.2
860.64
858.9
860.37
74+00
859.6
860.09
859.9
859.82
75+00
860.4
859.54
-0.5
5%
PROPOSED PROFILE GRADE
EXISTING GROUND ALONG LINE "F"
-0.80%
-0.30%
861.19
+ 71.6
859.60
+ 71.4
857.25
+ 64.9
-0.79%
-0.30%
-0.28%
+ 71.5
859.50
+ 46.7
857.77
+ 63.8
857.16
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
GRADE OF 4' BOTTOM SPL. DITCH, RT.
809
P.O.T. 65+00.00 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
810
P.O.T. 74+00.00 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Signed-REG
ULATED
D
RAIN
63+
71.2,19.3'-15 CM
P
63+
70.8,49.2'-15 CM
P
63+
59.5,50.3'-8 Vert PVC
65+
12.9,18.1'-Tele Ped
69+
95.8,45.8'-D
ecid 26 D
ead
69+
61.7,48.2'-Post W
OO
D
72+
02.2,46.9'-Fence-Farm
Field
71+
64.2,17.1'-15 CM
P
71+
64.8,42.4'-15 CM
P
71+
48.3,46.5'-Fence-Farm
Field
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
19
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 60+00.00 TO 75+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
70+
00
75+
00
65+
00
60+
00
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Lockwood, Thomas E. & Lee Ann
Etchison, Philip N. &Etchison, LaVonne M.
Adler, Raymond M.& Katherine A.
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
281ST STREET
Des. No. 1600597 Appendix B: Graphics B41
P.C. 88+70.84 "F"
75+00
80+00
85+00
P.C. 85+67.19 "A"
(Grass)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
(Grass)
(Grass)
(Grass)
(Cultivated)
(Cultivated)
(Asph)
(Conc)
(Asph)
(Asph)
XXXXX
XX
X
X
XX
XX
X
X
X
XXXXXX
APP. P.L.
APP. P.L.
P.I. 20+27.94 "S-2-A"
P.O.T. 82+55.82 "A"=
P.O.T. 20+00.00 "S-2-A"
P.O.T. 84+55.75 "F"=
P.O.T. 19+88.00 "S-2-A"
LIN
E "S-2-A"
S0°30'52"W
LIN
E "S-2-A"
S0°32'17"W
P.I. 87+63.32 "A"
LINE "F"N89°52'23"E
LINE "A"N89°52'23"E
CURVE DATA
Δ = 12°38'46"R = 1770.00'T = 196.13'L = 390.67'E = 10.83'
P.I. 87+63.32 Line "A"
50' R/W
50' R/W
50' R/W
50' R/W
+33 Rt.,
Str. No. 21A
MH C-4
and 123' of 24" Pipe
Req'd.
+16 Lt.,
Str. No. 21B
MH C-4
and 178' of 24" Pipe
Req'd.
Str. No. 24
70 Lft. of 24" Pipe
with 2 End Sections
Req'd.
+02 Rt.,
Str. No. 22
125 Lft. of 9' x 4'
Reinforced Concrete
Box
+27 ,
Str. No. 23
75 Lft. of 7' x 4'
Reinforced Concrete
Box
+28 ,
60' R/W
+00
60'
+00
60'
+50 "S-2-A"
20'
+18 "S-2-A"
24'
+10
50'
+10
50'
+50 "S-2-A"
20'
+18 "S-2-A"
21'
R
/
W
R
/
W
R
/
W
R
/
W
+70.84
50'
+70.84
50'
+13 Lt. "S-2-A",
Str. No. 21C
MH C-4
840
845
850
855
860
865
870
875
840
845
850
855
860
865
870
875
75+00
860.4
859.54
860.8
859.27
76+00
860.6
858.99
859.5
858.72
77+00
858.2
858.45
857.6
858.17
78+00
856.8
857.90
855.9
857.62
79+00
855.3
857.35
854.9
857.08
80+00
854.1
856.80
853.6
856.53
81+00
853.5
856.25
853.4
855.98
82+00
853.4
855.70
853.0
855.43
83+00
851.7
855.16
851.7
854.88
84+00
852.1
854.61
853.5
854.33
85+00
852.2
854.07
852.7
853.90
86+00
853.4
853.82
854.6
853.82
87+00
854.7
853.92
853.8
854.11
88+00
853.7
854.37
853.2
854.64
89+00
854.0
854.91
854.5
855.18
90+00
855.2
855.45
P.V.I. 86+20.00
ELEV = 853.40
V.C. = 300'
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
-0.95%
847.61
+ 76.7
-0.98%
+0.5
2%
+
1
.1
9
%
+ 72.7
848.25
+ 35.0
853.76
+ 20.0
850.00
+ 90.3
851.45
+0.5
1%
850.88
+ 90.1
853.14
+ 35.0
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
GRADE OF 4' BOTTOM SPL. DITCH, RT.
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
811
P.O.T. 82+55.82 "A" =
P.O.T. 20+00.00 "S-2-A"
MAG NAIL SET
812
P.C. 85+67.19 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
813
P.I. 87+63.32 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
814
P.T. 89+57.86 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
824
P.O.T. 17+50.00 "S-2-A"
MAG NAIL SET
825
P.O.T. 22+50.00 "S-2-A"
MAG NAIL SET
Sign-REG
ULATED
D
RAIN
82+
40.2,100.6'-Fence-Barbed W
ire
82+
76.9,76.8'-65x40 CM
P
82+
43.9,79'-Sign-H
AZZARD
82+
40.4,69.3'-65x40 CM
P
82+
38.7,46.1'-6 Vert PVC
80+
42.9,11.8'-Fence-Barbed W
ire
80+
39.1,100.9'-Fence-Barbed W
ire
82+
55.5,27.9'-Sec Cor-5/8 Rebar
74+
23.7,45.1'-Fence-Farm
Field
74+
20.7,45.3'-Post W
OO
D
73+
70.6,45.1'-Fence-Farm
Field
82+
39.4,10.5'-Sign-281ST&
WH
ETSTO
N
82+
37.4,11.3'-Fence-Barbed W
ire
82+
72.7,27.4'-Sign-ARRO
W
81+
93.2,76.2'-Bldg Cor
81+
64.8,76.1'-Bldg Cor
82+
41.8,124.3'-12 CM
P
82+
43.5,120.3'-M
ailbox
82+
24.3,103.4'-D
ecid 24
82+
24.8,68'-D
ecid 24
81+
97.2,39.5'-Sign-STO
P
81+
78.7,50.8'-D
ecid 24
81+
34.8,11.7'-Fence-Barbed W
ire
81+
45.3,67.7'-D
ecid 24
80+
86.7,40.3'-D
ecid 24
80+
84.1,40.3'-D
ecid 24
80+
81.2,40.1'-D
ecid 24
80+
98,43.5'-U
D/CLEAN
OU
T?
80+
84,10.5'-24 CM
P
80+
57.2,39.9'-24 CM
P
80+
29.2,12.5'-Fence-Barbed W
ire
80+
42.3,12.1'-Fence-Barbed W
ire
79+
93,41.6'-D
ecid 72
79+
85.6,42.2'-Fence-Barbed W
ire
78+
12.2,42.5'-Fence-Barbed W
ire
80+
42,8.5'-5/8 Rebar Capped
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
20
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 75+00.00 TO 90+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
85+
00
90+
00
80+
00
75+
00
SEC. 12, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Lockwood, Thomas E. & Lee Ann
Etchison, Philip N. &Etchison, LaVonne M.
Parker, Paul A.
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Whisler, William L., Trustee et al.
Whisler, William L., Trustee et al.
TBM #4 - Mag Nail Set 1' up in East Face of Power
Pole No. 073-341, approx. 150' South of 281st Street
on West Side of Whetston Road.
Sta. 21+70.41 "S-2-A", 12.18' Rt.
N 49825.6779, E 52615.8663 Elev. = 855.173
Collins, Leannie L.
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
281ST STREET
WH
ETSTO
N RO
AD
Des. No. 1600597 Appendix B: Graphics B42
P.C. 96+08.34 "F"
P.T. 91+61.69 "F"
P.T. 102+92.22 "F"
9
0
+
0
0
9
5
+
0
0
1
0
0
+
0
0
P.C. 94+36.51 "A"
P.T. 89+57.86 "A"
P.T. 100+87.62 "A"
15062
855.69
CHK 111
(Grass)
(Cultivated)
(Cultivated)
(Cultivated)
(Cultivated)
X
X
X
X
X
X
X
X
Fr Barn
(Tree Farm)
(Grav)
Fr Shack
U
C
UC
UC
UC
U
C
UC
U
C
UC
UC
UC
UC
X
X
P.I. 90+16.59 "F" =
O.P.O.T. 88+16.84 "A", 5.63' Rt.
CURVE DATA
Δ = 9°24'53"R = 1770.00'T = 145.75'L = 290.85'E = 5.99'Se = 5.60%
P.I. 90+16.59 Line "F"
P.I. 97+68.94 "A"
P.I. 99+54.60 "F" =
O.P.O.C. 97+60.30 "A", 13.51' Rt.
CURVE DATA
Δ = 28°28'40"R = 1310.00'T = 332.43'L = 651.11'E = 41.52'
P.I. 97+68.94 Line "A"
CURVE DATA
Δ = 22°08'15"R = 1770.00'T = 346.26'L = 683.88'E = 33.55'Se = 5.60%
P.I. 99+54.60 Line "F"
L
I
N
E
"
A
"
N
7
7
°
1
3
'3
7
"
E
L
IN
E
"
F
"
N
8
0
°
2
7
'3
0
"
E
APP. P.L.
APP. P.L.
APP. P.L.
APP. P.L.
APP. P.L. & 1/4 SECTION LINE
APP. P.L.
APP. P.L.
APP. P.L.
L
I
N
E
"
A
"
S
7
4
°
1
7
'
4
3
"
E
L
I
N
E
"
F
"
S
7
7
°
2
4
'1
5
"
E
50' R
/
W
70' R
/
W
R
/
W
R
/
W
Str. No. 25
75 Lft. of 24" Pipe
with 2 End Sections
Req'd.
+73 Lt.,
+14 Lt.,
Str. No. 26
Manhole Type "C-4"
and 14' of 18" Pipe
Req'd.
+94 Lt.,
Str. No. 27
Manhole Type "C-4"
and 277' of 18" Pipe
Req'd.
+87 Lt.,
Str. No. 28
Manhole Type "C-4"
and 293' of 18" Pipe
Req'd.
+87 Lt.,
Str. No. 29
Inlet Type "E-7"
and 13' of 12" Pipe
Req'd.
+04 Lt.,
Str. No. 30
Manhole Type "C-4"
and 317' of 18" Pipe
Req'd.
+09 Lt.,
Str. No. 32
Inlet Type "E-7"
and 9' of 12" Pipe
Req'd.
Str. No. 31A
28 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+29 Rt.,
Str. No. 31
52 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+07 Rt.,
+61.69
50'
+61.69
50'
5
0
' R
/W
5
0
' R
/W
+00
50'
+08.34
50'
+08.34
70'
+92.22
50'
+92.22
70'
+12
50'
+10
78'
+02
88'
+09
114'
TEMP. R/W FOR DRIVE CONSTRUCTION
+P.L.
85'
840
845
850
855
860
865
870
875
840
845
850
855
860
865
870
875
90+00
855.2
855.45
855.4
855.72
91+00
854.8
855.99
854.3
856.26
92+00
853.8
856.53
853.1
856.80
93+00
852.7
857.08
852.3
857.46
94+00
852.2
857.96
852.4
858.58
95+00
853.0
859.30
853.3
860.00
96+00
853.7
860.59
855.2
861.08
97+00
856.0
861.46
857.3
861.73
98+00
859.8
861.90
861.4
861.97
99+00
863.3
861.92
863.8
861.78
100+00
863.6
861.52
862.8
861.16
101+00
861.4
860.70
860.8
860.13
102+00
859.9
859.45
858.5
858.72
103+00
856.9
858.00
855.9
857.27
104+00
855.4
856.63
854.9
856.17
105+00
853.8
855.90
+
1
.5
0
%
-1
.4
6
%
+0.5
4%
P.V.I. 98+50.00
ELEV = 864.55
V.C. = 700'
P.V.I. 93+80.00
ELEV = 857.50
V.C. = 200'
P.V.I. 104+50.00
ELEV = 855.81
V.C. = 200'
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
-0.5
3%
+
0.93%
+
3
.
0
0
%
-1
.5
9
%
+0.31%
+ 69.8
851.45
+ 50.0
855.00
+ 22.0
860.16
+ 10.0
854.00
-0.5
3%
-0.5
9%
+0.24%
-0.16%
+0.4
7%
-1
.1
4
%
+
1
.9
3
%
+
0.91%
850.80
+ 75.9
854.56
+ 87.3
854.95
+ 50.0
854.69
+ 08.8
855.36
+ 50.0
851.30
+ 01.9
855.37
+ 50.0
GRADE OF 4' BOTTOM SPL. DITCH, RT.
GRADE OF 4' SPL. BOTTOM DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
815
P.C. 94+36.51 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
816
P.I. 97+68.94 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
817
P.T. 100+87.62 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
Buried 1.0' in
N.R.A.
Cultivated Field
90+
71.3,46.6'-D
ecid 28 D
ead
91+
06.7,107.8'-Tree Line
91+
20,82.6'-Tree Line
91+
95.1,118.9'-Tree Line
92+
09.9,105.2'-Tree Line
91+
80.6,22'-Tree Line
96+
01.7,111'-Tree Line
95+
94,58.8'-Tree Line
96+
15.7,87.4'-D
ecid 14 Ash
96+
16.7,107.3'-Fence-Farm
Field
CURVE DATA
92+
18.6,25.5'-Tree Line
95+
75.4,90.9'-Tree Line
95+
91.3,136.4'-Fence-Farm
Field
98+
33.8,112'-Bldg Cor
98+
78.5,105.8'-Bldg Cor
98+
32.3,103.8'-Fence-Farm
Field
99+
03.4,111.4'-Fence-Farm
Field
98+
99.8,95.1'-Fence-Farm
Field
102+
42.6,141'-Bldg Cor
102+
65.1,133.7'-Bldg Cor
102+
69.7,142.2'-Tree Line
102+
85.6,141.2'-Tree Line
102+
85.7,147.7'-Pw
P
103+
12.4,145.1'-D
ecid 18 Tw
in-H
ackberry
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
21
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 90+00.00 TO 105+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
100+
00
105+
00
95+
00
90+
00
Whisler, William L., Trustee et al.
Whisler, William L., Trustee et al.
Whisler, Robert D., Jr. et al.
Lockwood, Thomas E. & Lee Ann
Lockwood, Thomas E. & Lee Ann
TBM #5 - Mag Nail Set 1' up in North Face of Power
approx. 40' West of R.R. Track & 25' North of 281st
Street.
Sta. 103+73.25 "A", 81.06' Rt.
N 49974.4438, E 54692.4059 Elev. = 854.974
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
Allen, Alice M.
Whisler, William L., Trustee et al.
Peru
& I
ndi
anap
olis
Rai
lroa
d
Des. No. 1600597 Appendix B: Graphics B43
P.C. 109+00.25 "F"
P.T. 109+74.42 "F"
1
0
5
+
0
0
P.C. 107+10.23 "A"
P.T. 108+03.39 "A"
Fr G
ar
(C
ultiv
ated)
(G
rass)
(G
rass)
(G
rass)
(Pasture)
(Pasture)
(G
rass)
(G
rass)
Fr B
arn
(
A
s
p
h
)
Mobile
Hom
e
1 Sty Fr H
se
(
B
a
lla
s
t
)
(
B
a
lla
s
t
)
(A
sph)
(G
rav)
(A
sph
)
(A
sph
)
(A
sph
)
(A
sph
)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U
C
U
C
U
C
U
C
UC
UC
UC
X
X
X
X
UC
X
X
X
X
X
X
UC
UC
U
C
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
T
T
T
T
T
T
A
P
P
.
P
.L
.
A
P
P
. P
.L
.
P.I. 107+57.09 "A"
P.I. 109+37.47 "F" =
O.P.O.T. 107+56.81 "A", 3.12' Rt.
CURVE DATA
Δ = 15°15'02"R = 350.00'T = 46.86'L = 93.16'E = 3.12'
P.I. 107+57.09 Line "A"
CURVE DATA
Δ = 12°08'31"R = 350.00'T = 37.22'L = 74.17'E = 1.97'Se =
P.I. 109+37.47 Line "F"
APP. EXIST. R
/W
&
P.L.
APP. EXIST. R
/W
&
P.L.
APP. 1/4 SECTIO
N
LIN
E
LIN
E "A"S89°32'30"E
LIN
E "F"
S89°32'30"E
(No Curve Run)Δ = 0°00'16"
P.I. 109+72.61 Line "A"
CURVE DATA
(No Curve Run)Δ = 0°00'16"
P.I. 111+53.27 Line "F"
CURVE DATA
A
P
P
.
E
X
I
ST
.
R
/
W
&
P
.L.
A
P
P
.
E
X
I
ST
.
R
/
W
&
P
.L.
A
P
P
.
E
X
I
ST
.
R
/
W
&
P
.L.
A
PP. EXIST. R
/W
&
P.L.
P.O.T. 111+71.97 "F"=
P.O.C. 605+05.49 "B-D"
L
IN
E
"F
"S
7
7
°2
4
'1
5
"E
L
I
N
E
"
A
"
S
7
4
°
1
7
'4
3
"
E
P.O.T. 114+80.66 "F"=
P.O.T. 113+00.00 "A"
P.I. 111+53.27 "F"=
P.I. 109+72.61 "A"
P.I. 605+06.60 "B-D" =
O.P.O.T. 109+91.79 "A", 1.11' Lt.
N
0°08'54" E
N
0°22'54" E
L
IN
E
"B
-D
"
3
1
3
8
841.6
6
1
2
C
M
P
3
1
4
0
842.1
2
6 CM
P
3
1
3
9
842.8
3
D
IR
O
N
LY
3
1
4
1
843.9
2
D
IR
O
N
LY
6
5
' R
/W
Temp. R/W
Temp. R/W
Str. No. 33
60 Lft. of 9' x 5'
Reinforced Concrete
Box
+86 Rt.,
Str. No. 35
102 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+42 Lt.,
+02 Rt.,
Str. No. 34
Inlet Type "E-7"
and 46' of 15" Pipe
Req'd.
+P.L.
50'
+P.L.
85'
+00
50'
R
/
W
+P.L.
P.L.
+00.25
65'
+P.L.
50'
+70
P.L.
+70
40'
+P.L.
40'
+P.L.
40'
+05
40'
+05
P.L.
R/W
835
840
845
850
855
860
865
870
835
840
845
850
855
860
865
870
105+00
853.8
855.90
854.0
855.81
106+00
852.8
855.70
851.7
855.13
107+00
849.8
854.05
847.6
852.70
108+00
843.2
851.67
846.8
851.03
109+00
848.8
850.77
851.2
850.90
110+00
852.6
851.43
853.3
852.31
111+00
853.6
853.25
854.2
854.19
112+00
854.2
854.9
113+00
855.4
856.1
114+00 115+00115+00
+0.00%
-
2
.
7
8
%
+
1
.8
9
%
P.V.I. STA =
111+
55
P.V.I. ELEV =
854.28
P.V.I. 106+37.00
ELEV = 855.81
V.C. = 140'
P.V.I. 108+79.15
ELEV = 849.08
V.C. = 300'
+ 51.4
854.75
854.27
+ 45.2
-
4
.
0
0
%
+
1
.7
5
%
856.500
+ 00.0
849.500
+ 75.0
855.913
+ 41.4
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
+
1
.5
2
%
-0.4
3%
-
4
.
2
1
%
+ 00.0
852.50
+ 70.0
851.57
+ 42.1
851.25
+ 00.0
850.50
+ 90.0
844.50
GRADE OF 4' BOTTOM SPL. DITCH, RT.
GRADE OF 4' BOTTOM SPL. DITCH, LT.
(PLOTTED 10' ABOVE DATUM)
EXISTING GROUND ALONG LINE "F"
PROPOSED PROFILE GRADE
818
P.C. 107+10.23 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
819
P.I. 107+57.09 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
820
P.T. 108+03.39 "A"
5/8" REBAR W/CAP STAMPED
'CERTIFIED ENGINEERING' SET
821
P.O.T. 113+00.00 "A"
MAG NAIL SET
826
P.C. 600+06.60 "B"
MAG NAIL SET
827
P.T. 610+06.60 "B"
MAG NAIL SET
828
P.I. 605+06.60 "B"
MAG NAIL SET
109+
72.6,0'-Sec Cor-H
arrison
106+
13.1,3.2'-12 CM
P
106+
13.8,80.2'-Fence-Farm
Field
108+
59.6,22.5'-Field Tile
110+
82.5,14.7'-Tele Riser
110+
84.6,13.6'-Pw
P 191-694
110+
70.6,16'-G
uy W
110+
61.4,13.7'-Sign-STO
P
110+
60.3,17.6'-Post
110+
31.9,43.1'-Tele Ped
110+
30.9,44.7'-R/W
M
rkr
110+
31.6,58.2'-U
tility M
rkr-C
110+
26.5,37.9'-15 CM
P
109+
41.1,101.5'-Fence-Farm
Field
109+
65.8,117.7'-Sign-M
ILLERSBU
RG
109+
50.6,38.3'-Tele Ped
109+
51.4,35.2'-R/W
M
rkr
109+
51.1,27.6'-Tele Ped
109+
50.9,30.3'-U
tility M
rkr-C
109+
53,7.5'-Sign-281ST/SR 19
109+
40.6,11.3'-Fence-Farm
Field
109+
66.9,20.4'-M
ailbox #
7851
109+
61.5,20.4'-15 CM
P
107+
87.7,5.5'-Fence-Farm
Field
R
+
1
4
.1
4
A
p
p
. P
.L
.
FL
602+
82,58.2'-D
ecid
24
105+
92.3,121.6'-D
ecid 10 O
ak
106+
36.2,149.8'-D
ecid 22 W
alnut
106+
31.2,124.4'-D
ecid 22 W
alnut
106+
20.8,130'-Stum
p
106+
28.4,104.8'-D
ecid 14 H
ackberry
106+
11.9,88.5'-D
ecid M
ulti-O
ak
106+
00.7,75.2'-D
ecid 14 O
ak
106+
14.9,81.2'-D
ecid 4 O
ak
106+
21.4,83.2'-Post W
OO
D
106+
27.4,72.6'-48 CM
P
106+
28.4,72.6'-12 CM
P
106+
34.1,66.3'-Sign-STREET
107+
21,128.3'-Bldg Cor 1STY FRM
107+
18.1,128.1'-Bush
107+
15.7,121.7'-Bush
107+
05.4,128.4'-D
ecid 8 D
ead
106+
84,135.4'-12 CM
P-TO
P
107+
13,88.7'-Bldg Cor
106+
79.5,53.2'-D
ecid M
utli-Ash
106+
67.3,63.7'-Catch Basin Sq
106+
66,64'-12 CM
P
106+
67.8,73.2'-Sign-STO
P
106+
69.4,78.7'-M
ailbox
106+
70.6,80.9'-M
ailbox
106+
83,84.4'-D
ecid 18 O
ak
107+
12.8,9.6'-Fence-Farm
Field
106+
57.4,29.7'-Sign-RR XIN
G
106+
42.4,32.1'-U
tility M
rkr-C
105+
74,54.2'-Sign-N
O O
UTLET
105+
25.1,64.3'-Fence-Farm
Field
106+
11.7,34.6'-24 RCP
106+
41,29.8'-Fence-Farm
Field
106+
00.3,7.9'-6 CM
P
110+
25.6,40.4'-15 CM
P
110+
29.8,54.3'-Pw
P 191-693
110+
31.3,55.4'-R/W
M
rkr
110+
34.4,69.2'-D
ecid 24
110+
98.6,60.2'-D
ecid 24
111+
70.9,61.8'-D
ecid 24
111+
81.5,55.1'-D
ecid 15
112+
00.6,64.7'-D
ecid 15
111+
54.2,32.7'-D
ecid 24
111+
61.1,28.1'-D
ecid 24
111+
99.3,26.6'-D
ecid 24
110+
86.6,15.2'-Tele Ped
109+
55.8,105.7'-Bench M
ark TBM
6
109+
61.4,45.5'-15 CM
P
109+
55.8,105.7'-Pw
P 058-085
109+
21.7,28.4'-R/W
M
rkr
108+
37.3,36.2'-D
ecid 48
108+
18.7,55.4'-Bush
108+
25.3,25.1'-12 CM
P
107+
96.2,93.9'-Bldg Cor
107+
94.2,68.3'-Bldg Cor
107+
38.2,2.1'-Fence-Farm
Field
107+
40.5,38.7'-D
ecid 15
106+
14.4,34.6'-48 CM
P
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
22
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 105+00.00 TO 114+80.66 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:54 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-F_50_01.D
WG
PRIN
T D
ATE: 4/4/18
105+
00
110+
00
SEC. 12, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Endicott, Sherlin
Waltz-Ena Farms LLC
Endicott, Caroline Jean
281ST STREET
MAIN
STREET
S.R. 19
Endicott, Larry L., Jr.& Jennifer L.
Burtner,Dean &Teresa
Endicott, Larry L., Jr. et al.
Endicott, Sherlin
TBM #6 - Mag Nail Set 1' up in East Face of Power
Pole No. 058-085-100, approx. 75' South of 281st
Street on West Side of S.R. 19
Sta. 603+99.87 "B-D", 35.78' Lt.
N 49841.2859, E 55282.3117 Elev. = 854.824
RAILRO
AD
STREET
Allen, Alice M.
LINE "F" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "F" EXCEPT AS SHOWN.
ALL TOPO NOTES DESCRIBED FROM LINE "A".
Peru
& In
dian
apol
is R
ailr
oad
Des. No. 1600597 Appendix B: Graphics B44
210+00 215+00 220+00 225+00
1
0
+
0
0
1
0
+
0
0
LINE "PR-A" & "C"
S89°17'40"E
LINE "PR-A" & "C"
S89°17'40"E
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
X
X
X
X
X
X
X
TR
ER
ER
ER
TR
PED-T
TR
FOM
FO
FO
FOFO
FOFO
FOFO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
T
TT
(G
rav)
(Grass)
(Grav)
(Grass)
(Grass)
(Asph)
(
G
r
a
v
)
(Asph)
(Conc)
(G
rav)
276th STREET
UE
UE
U
E
U
E
UE
UE
UE
U
E
UE
UE
UE
UCUCUCUCUCUCUCUC
(Grass)
(Grass)
APP. P.L.
APP. P.L.
P.O.T. 220+54.41 "PR-A"=
P.O.T. 10+00.00 "A"=
P.O.T. 10+00.00 "F"=
P.O.T. 310+77.74 "C"=
P.O.T. 13+36.68 "D"
P.O.T. 210+00.00 "PR-A"=
P.O.T. 300+23.33 "C"
A
P
P
.
E
X
I
S
T
.
R
/
W
&
P
.
L
.
A
P
P
. E
X
I
S
T
. R
/
W
&
P
.L
.
APP. EXIST. R/W & P.L.
APP. EXIST. R/W & P.L.
APP. SECTION LINEAPP. SECTION LINE
P.T. 13+18.98 "D"
BEGIN INCIDENTAL CONSTRUCTION
FOR PAVEMENT MARKINGS
STA. 211+90.00 "PR-A"
BEGIN INCIDENTAL CONSTRUCTION
STA. 216+71.41 "PR-A"
BEGIN CONSTRUCTION
STA. 217+31.39 "PR-A"
BEGIN MILL & RESURFACE
STA. 222+88.65 "PR-A"
Str. No. 11
58 Lft. of 15" Pipe
with 2 End Sections
Req'd.
+217 Lt.,
Const. Limits
Const. Limits
1
0
+
0
0
1
0
+
0
0
L
I
N
E
"
F
"
N
2
1
°
3
7
'
4
3
"
E
N
2
9
°
4
5
'
4
4
"
E
L
I
N
E
"
A
"
P.R.C. 12+04.83 "D"
R
/
W
R
/
W
50' R/W
60' R/W
Temp. R/W for Grading
R
/W
R
/
W
50' R/W
840
845
850
855
860
865
870
875
840
845
850
855
860
865
870
875
210+00
855.3
855.2
211+00
855.3
855.4
212+00
855.5
855.8
213+00
856.2
856.4
214+00
856.4
846.4
215+00
841.8
856.3
216+00
857.1
857.8
217+00
858.7
860.0
218+00
861.5
863.2
219+00
864.7
865.9
220+00
867.0
867.8
221+00
868.0
868.0
222+00
868.1
868.5
223+00
869.1
869.4
224+00
869.5
869.8
225+00
870.0
MILL & RESURFACE
Begin Mill & Resurface @ Sta. 222+88.65 "PR-A"
Elev. = 869.03
See Profile Line "PR-A-2" On
Alignment Profile Sheet
For Proposed Grade
See Profile Line "PR-A-1" On
Alignment Profile Sheet
For Proposed Grade
+90.00
+56.56
See Spot Elevation Details
For Proposed Roundabout
Existing Ground Profile
Along Line "PR-A"
Begin Incidental Construction
For Pavement Markings
Sta. 211+90.00 "PR-A"
Begin Incidental Construction
Sta. 216+71.41 "PR-A"
Elev. = 858.15
Begin Construction
Sta. 217+31.39 "PR-A"
Elev. = 859.49
STR. NO. 11
+08.00, 42.15 FARM
FIELD
FEN
CE
+40.48, 42.87 FARM
FIELD
FEN
CE
+57.71, 43.40 FARM
FIELD
FEN
CE
+08.03, 44.63 FARM
FIELD
FEN
CE
+27.07, 45.62 FARM
FIELD
FEN
CE
+31.12, 45.75 PW
R. PO
LE
+52.97, 61.92 FIBER O
PTIC M
ARKER
+07.60, 80.76 CO
W SPRIN
G
+54.20, 15.03 FARM
FIELD
FEN
CE
+15.26, 13.25 D
ELIN
. PO
ST
+14.34, 12.05 D
ELIN
. PO
ST
+56.82, 98.70 FARM
FIELD
FEN
CE
+56.62, 71.17 G
ATE
+51.64, 56.26 G
ATE
+51.85, 47.55 FARM
FIELD
FEN
CE
+50.90, 31.99 FARM
FIELD
FEN
CE
+07.74, 32.78 FARM
FIELD
FEN
CE
+58.62, 33.96 FARM
FIELD
FEN
CE
+09.08, 35.06 FARM
FIELD
FEN
CE
+10.38, 46.60 PW
R. PO
LE
+92.17, 35.58 FARM
FIELD
FEN
CE
+82.46, 35.59 FARM
FIELD
FEN
CE
+75.04, 26.41 FARM
FIELD
FEN
CE
+67.20, 16.60 FARM
FIELD
FEN
CE
+61.28, 60.84 15" CPP
+21.92, 88.29 12" STEEL
+03.57, 78.27 12" STEEL
+55.97, 98.70 G
UY AN
CH
.
+54.23, 77.33 G
UY PO
LE
+53.69, 48.90 PW
R. PO
LE
+54.54, 48.04 ELEC. RISER
+05.58, 26.55 12" CM
P
+55.01, 28.32 12" CM
P
+70.02, 12.43 SIG
N 45 M
PH
SIG
N
+73.32, 14.88 PW
R. PO
LE
+72.30, 14.98 ELEC. RISER
+55.13, 11.46 8" CM
P
+15.21, 11.25 8" CM
P
+13.02, 31.38 PW
R. PO
LE
+11.49, 31.48 ELEC. RISER
+07.04, 26.58 FLARED
EN
D SEC.
+21.56, 19.98 PW
R. PO
LE
+61.55, 11.36 BRID
GE D
ECK CO
R.
+55.03, 11.33 BRID
GE D
ECK CO
R.
+52.78, 47.07 FARM
FIELD
FEN
CE
+35.73, 39.23 FARM
FIELD
FEN
CE
+08.08, 38.32 FARM
FIELD
FEN
CE
+58.59, 37.33 FARM
FIELD
FEN
CE
+47.72, 38.80 PW
R. PO
LE
+69.37, 47.28 FARM
FIELD
FEN
CE
+77.62, 43.88 FARM
FIELD
FEN
CE
+86.96, 40.12 FARM
FIELD
FEN
CE
+07.78, 40.11 FARM
FIELD
FEN
CE
+42.60, 42.12 PW
R. PO
LE
+58.11, 41.08 FARM
FIELD
FEN
CE
+77.50, 29.70 30 X 51" ELLIPTICAL
+47.23, 30.05 30 X 51" ELLIPTICAL
310+
57.11, 47.90 SET 3/4" RBR REF CAP
+15.33, 18.28 D
ELIN
. PO
ST
+49.24, 24.73 TELE. RISER
+47.88, 24.76 TELE. PO
LE
+32.42, 24.42 G
UY AN
CH
.
+23.88, 108.49 FARM
FIELD
FEN
CE
+38.74, 42.13 FARM
FIELD
FEN
CE
+55.53, 20.27 FARM
FIELD
FEN
CE
+04.12, 44.02 FARM
FIELD
FEN
CE
+83.05, 41.74 G
ATE
+67.75, 41.65 G
ATE
+48.15, 41.45 FARM
FIELD
FEN
CE
+39.22, 42.50 FARM
FIELD
FEN
CE
+46.80, 17.50 SIG
N 35M
PH
+15.48, 17.98 D
ELIN
. PO
ST
+13.91, 24.12 TELE. PED
.
+14.44, 24.17 TELE. RISER
+15.51, 24.68 TELE. PO
LE
+35.53, 24.56 G
UY AN
CH
.
+69.15, 39.61 FARM
FIELD
FEN
CE
+72.29, 24.38 FARM
FIELD
FEN
CE
+92.64, 38.51 FARM
FIELD
FEN
CE
+33.01, 37.35 FARM
FIELD
FEN
CE
+58.20, 36.58 FARM
FIELD
FEN
CE
+08.82, 35.64 FARM
FIELD
FEN
CE
+58.13, 34.59 FARM
FIELD
FEN
CE
+78.62, 34.12 FARM
FIELD
FEN
CE
+97.36, 33.10 FARM
FIELD
FEN
CE
+15.39, 32.08 FARM
FIELD
FEN
CE
+57.55, 30.62 FARM
FIELD
FEN
CE
+70.57, 30.15 FARM
FIELD
FEN
CE
+88.37, 29.52 FARM
FIELD
FEN
CE
+07.19, 28.79 FARM
FIELD
FEN
CE
+59.98, 27.15 FARM
FIELD
FEN
CE
+07.74, 25.74 FARM
FIELD
FEN
CE
310+
36.22, 25.77 FARM
FIELD
FEN
CE
310+
44.45, 36.49 FARM
FIELD
FEN
CE
310+
59.07, 58.73 FARM
FIELD
FEN
CE
310+
76.27, 84.31 FARM
FIELD
FEN
CE
310+
77.20, 103.62 FARM
FIELD
FEN
CE
310+
77.25, 111.26 G
ATE
310+
78.11, 135.07 G
ATE
310+
56.76, 141.81 FARM
FIELD
FEN
CE
310+
41.16, 146.62 FARM
FIELD
FEN
CE
+81.38, 23.55 STU
MP CAU
TIO
N LIG
HT
+77.73, 20.71 SIG
N W
ARN
IN
G U
/G
TELE
+73.42, 20.37 SIG
N 35 M
PH
SIG
N
310+
74.40, 52.10 G
UY PO
LE
310+
74.61, 65.83 G
UY AN
CH
.
311+
61.72, 17.13 M
AILBO
X
311+
29.78, 35.90 SIG
N D
RIVE C
+99.24, 19.77 TELE. PED
.
+00.19, 19.69 M
ARKER FO
R U
/G
TELE.
+21.53, 23.51 SIG
N O
FFICE SH
IPPIN
G RECEIVIN
G
+61.57, 16.61 BRID
GE D
ECK CO
R.
+55.07, 16.70 BRID
GE D
ECK CO
R.
+49.23, 24.66 TELE. RISER
A
Z
. 1
0
0
°
1
5
1
.0
1
'
A
Z
.
4
5
°
6
0
.
0
0
'
A
Z
.
3
3
0
°
5
6
.
3
4
'
#513 Set Punched RR Spk. Recessed 1"
P.O.T. 302+00.00 Line "A"
Line "A"
Mag Nail Up 24" in N. Side Tel. Pole
#30102-32
Mag Nail Up 6' in S.
SidePwP #072-573
Mag Nail in Top of East Wood
Gate Post
A
Z
.
3
0
5
°2
7
.
7
0
'
A
Z
.
2
0
4
°
5
6
.
9
8
'
A
Z
.
1
0
3
°
7
7
.
1
4
'
#564 Set Punched RR Spk. Recessed 1"
P.O.T. 310+96.71 Line "A" Line "A"
= P.O.T. 50+00.00 Line "S-Becks-W-Entr"
"S-Becks-
W-Entr"
Line "A"
SE Cor. Conc.
Approach
Mag Nail UP 12" in N. Side PwP
#254-106
Mag Nail Up 12"
in NW Side of
Guy Pole
#HMI-3548
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
23
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
BCF REW
LLCLLC
STA. 210+00.00 TO 225+00.00 LINE ''PR-A''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 7:40 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-PRA_50_01.D
WG
PRIN
T D
ATE: 4/2/18
220+
00
225+
00
215+
00
210+
00
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck, Scott C.& Shantel R.
ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.
LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.
BM #21 - Chiseled Square on N.E. Bridge Wingwall
Sta. 305+64.9 "A", 13.2' Lt., W. of Beck's Plant
N 1800250.0, E 219668.0 Elev. = 856.079
BM #22 - Chiseled "X" on Bolt at end of Loading
Dock Wingwall Sta. 314+69.8 "A", 151.2' Rt.
N 1800074.5, E 220570.8 Elev. = 868.052
+58.4 "PR-A"
CLASS V DRIVE REQ'D.
W = 22'
Des. No. 1600597 Appendix B: Graphics B45
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
225+00
230+00
235+00
240+00
LINE "PR-A" & "C"
S89°17'40"E
LINE "PR-A"
N89°47'45"E
LINE "PR-A" & "C"
N89°47'45"E
APP. SECTION LINE
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
X
X
FP
MB
MB
MB
MB
ER
WV
ER
WV
ER
PED-T
ER
PED-T
UE
UE
U
E
UE
UE
UE
UE
UE
UE
GG
G
G
G
G
G
G
G
G
G
GG
GG
G
W
W
GG
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
W
WW
W
SS
SS
S
S
SS
FO
FO
FO
FO
FO FO FOFO
FOFO
FOFO
FOFO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
FOFO
FOFO
FOFO
FOFO
FO
FOFO
FOFO
FO
FO
TT
T
TT
T T T
T
T
T
T
T
T
TT
APP. SECTIO
N LIN
E
APP. SECTIO
N LIN
E
CURVE DATA
Δ = 0°54'35" LT.R = No Curve Run
P.I. 226+68.91 Line "PR-A"
P.O.T. 226+68.91 "PR-A"=
P.O.T. 316+92.24 "C"
APP. SECTION LINE
Const. Limits
850
855
860
865
870
875
880
885
850
855
860
865
870
875
880
885
225+00
870.0
869.8
226+00
869.3
868.8
227+00
868.7
868.8
228+00
868.9
868.8
229+00
868.9
869.1
230+00
869.2
869.0
231+00
869.0
868.9
232+00
868.7
868.7
233+00
868.5
868.1
234+00
867.6
867.0
235+00
866.3
865.6
236+00
865.1
864.9
237+00
864.6
864.5
238+00
864.4
864.2
239+00
864.1
864.2
240+00
864.1
MILL & RESURFACE
Existing Ground Profile
Along Line "PR-A"
+65.30, 110.16 SET PU
NCH
O
N STO
RM
M
AN
HO
LE
+15.06, 58.89 SET CH
IS X O
N TO
P O
F CO
NC CU
RB
+92.11, 0.00 FN
D. RRS FLU
SH
IN
ASPH
+21.56, 19.98 PW
R. PO
LE
+63.86, 35.03 26" X 37" FIBER VAU
LT
+44.98, 21.26 PW
R. PO
LE
+06.54, 103.69 BLD
G. STO
NE
+84.25, 101.17 BLD
G. STO
NE
+81.94, 103.34 PLASTIC FEN
CE
+80.07, 34.22 PLASTIC FEN
CE
+86.33, 25.33 D
RO
P IN
LET 6" PVC TILE D
RAIN
+20.27, 91.54 SAN
. M
H SEPTIC PLASTIC LID
+69.88, 19.30 PW
R. PO
LE
+69.92, 20.02 ELEC. RISER
+71.14, 72.55 D
ECID
. TREE 6" O
RN
A.
+12.37, 61.80 D
ECID
. TREE 6" O
RN
A.
+28.67, 31.78 D
RO
P IN
LET 22" D
IA
+29.50, 31.86 8" PVC
+38.32, 22.36 54" X 54" FIBER VAU
LT
+37.84, 18.89 TELE. PED
.
+38.09, 19.84 M
ARKER FO
R TELEPH
ON
E
+55.34, 32.00 8" PVC
+55.43, 32.10 D
RO
P IN
LET 22" D
IA
+50.77, 65.55 LT. PO
LE
+13.43, 18.54 6" PVC
+54.37, 18.72 6" PVC
+64.94, 19.89 ELEC. RISER
+64.88, 18.60 PW
R. PO
LE
+56.01, 23.36 SIG
N VISITO
R PARKIN
G
+66.74, 23.38 SIG
N VISITO
R PARKIN
G
+77.31, 23.61 SIG
N VISITO
R PARKIN
G
+88.11, 23.44 SIG
N STO
RK PARKIN
G
+98.83, 23.39 SIG
N RESERVED
PARKIN
G
+04.02, 17.20 4" PVC
+15.40, 17.30 4" PVC
+89.57, 23.18 F. H
YD
RAN
T
+89.82, 27.82 W
TR. VALVE
+79.70, 19.56 PW
R. PO
LE
+14.99, 14.26 SIG
N PED
ESTRIAN
CRO
SSW
ALK
+46.58, 18.42 PW
R. PO
LE
+20.74, 35.34 54" X 54" W
ATER VAU
LT
+23.57, 35.96 15" X 15" W
ATER VAU
LT
+23.55, 34.73 15" X 15" W
ATER VAU
LT
+94.43, 77.62 D
RO
P IN
LET
+94.48, 107.68 D
RO
P IN
LET
+94.47, 47.75 D
RO
P IN
LET
+93.01, 17.89 D
RO
P IN
LET 22" D
IA
+11.02, 68.39 26" X 37" ELEC VAU
LT
+13.61, 55.07 ELEC. BO
X
+13.69, 53.74 ELEC. RISER
+13.76, 51.81 LT. PO
LE 36" D
IA CO
NC BASE 40" U
P
+14.12, 43.02 W
TR. VALVE
+13.91, 40.26 F. H
YD
RAN
T
+11.18, 23.63 FIBER O
PT. M
ARKER
+13.46, 17.74 PW
R. PO
LE
+05.76, 18.20 4" VERT PVC IN
V TO
12" CPP
+77.89, 15.97 SIG
N SH
IP/RECEIVE TRU
CKIN
G
+19.67, 19.79 D
RO
P IN
LET 6" VERT PVC SEALED
SH
UT
+29.05, 21.66 CLEAN
OU
T
+33.66, 17.80 PW
R. PO
LE
+22.67, 18.15 4" VERT PVC IN
V
+29.44, 56.37 G
RO
UN
D LT.
+24.82, 45.55 G
RO
UN
D LT.
+33.11, 45.49 G
RO
UN
D LT.
+29.37, 51.47 ELEC. BO
X
+29.26, 50.07 FLAG
PO
LE
+55.73, 32.16 15" CPP H
EAD
S EAST IN
V
+18.63, 64.38 LT. PO
LE 18" D
IA X 30" TALL CO
NC BASE
+44.32, 54.18 SIG
N N
O PARKIN
G
+43.15, 50.31 PO
ST 4" X 4" W
OO
D RAIN
G
AU
GE
+44.37, 37.03 SIG
N N
O PARKIN
G
+20.76, 35.41 W
ATER VAU
LT
+29.53, 67.66 SET CH
IS X O
N TO
P O
F CU
RB
+06.98, 42.35 BU
SH
+07.32, 48.67 BU
SH
+46.09, 40.40 D
RO
P IN
LET 16" D
IA
+45.98, 40.54 6" VERT CPP
+45.57, 16.02 SIG
N CRO
SSW
ALK AH
EAD
SIG
N
+81.36, 64.19 D
RO
P IN
LET 22" D
IA
+81.40, 64.37 8" VERT PVC
+80.10, 41.74 8" VERT PVC
+80.08, 41.79 D
RO
P IN
LET 22" D
IA
+73.04, 25.02 CO
NIF. TREE 22" PIN
E
+90.19, 57.71 D
ECID
. TREE 18" O
AK
+30.43, 34.71 D
ECID
. TREE 10" TREE
+93.57, 34.62 D
ECID
. TREE 10" M
APLE
+58.33, 34.69 D
ECID
. TREE 12" O
AK
+51.31, 86.26 BLD
G. 2 STO
RY VIN
YL
+21.98, 86.15 BLD
G. 2 STO
RY VIN
YL
+67.57, 43.49 BLD
G. BRICK O
RIG
IN
AL O
FFICE
+72.11, 43.42 BLD
G. BRICK O
RIG
IN
AL O
FFICE
+73.94, 41.57 BLD
G. BRICK O
RIG
IN
AL O
FFICE
+81.73, 41.54 BLD
G. BRICK O
RIG
IN
AL O
FFICE
+93.16, 26.41 12" CM
P
+93.20, 28.08 FLARED
EN
D SEC.
+03.55, 22.46 8" VERT PVC
+17.75, 60.93 SIG
N 10 M
PH
SIG
N
+61.79, 91.85 D
ECID
. TREE 24" PIN
E
+66.95, 80.33 M
AILBO
X
+67.09, 78.91 M
AILBO
X
+67.03, 77.58 M
AILBO
X
+67.12, 76.18 M
AILBO
X
+09.44, 19.59 TELE. PED
.
+75.91, 76.30 SIG
N N
O PARKIN
G
+65.42, 47.03 SIG
N N
O PARKIN
G
+96.21, 29.32 6" CPP VERT T D
RAIN
+21.08, 42.68 D
ECID
. TREE 6" O
RN
A.
+14.42, 33.41 M
AN
HO
LE FO
R SCALES
+92.30, 33.34 M
AN
HO
LE FO
R SCALES
+72.27, 33.29 M
AN
HO
LE FO
R SCALES
+70.81, 40.90 BU
SH
+01.81, 15.46 D
RO
P IN
LET 22" D
IA
+83.86, 43.51 BLD
G. BRICK
+23.63, 43.74 BLD
G. BRICK
+20.64, 63.13 BLD
G. N
EW
BRICK
+80.99, 63.15 BLD
G. N
EW
BRICK
+64.80, 61.46 G
RO
UN
D LT.
+50.78, 61.51 G
RO
UN
D LT.
+36.86, 61.55 G
RO
UN
D LT.
+22.40, 61.45 G
RO
UN
D LT.
+35.05, 42.12 H
AN
DI PARK SPACE
+50.99, 62.54 D
OW
NSPO
UT U
ND
ERG
RO
UN
D
+22.95, 62.50 D
OW
NSPO
UT U
ND
ERG
RO
UN
D
+35.91, 53.18 M
AN
HO
LE BO
LTED
SH
UT
+45.73, 53.32 M
AN
HO
LE BO
LTED
SH
UT
+73.09, 52.46 M
AN
HO
LE 36" LID
+73.25, 41.93 M
AN
HO
LE 36" LID
+68.69, 18.46 6" VERT PVC
+87.31, 18.45 6" VERT PVC
+98.52, 18.48 6" VERT PVC
+49.79, 18.49 4" VERT PVC
+81.16, 69.46 D
RO
P IN
LET 22" D
IA
+28.75, 69.41 D
RO
P IN
LET 22" D
IA
+76.22, 69.00 D
RO
P IN
LET 22" D
IA
+45.32, 67.89 D
RO
P IN
LET 22" D
IA
+95.14, 67.62 8" PVC IN
D
RAIN
+29.08, 54.22 IRRIG
. CO
NT. VALVE
+26.27, 110.96 IRRIG
. CO
NT. VALVE
+93.52, 110.07 IRRIG
. CO
NT. VALVE
+92.11, 84.96 IRRIG
. CO
NT. VALVE
+91.56, 56.26 IRRIG
. CO
NT. VALVE
+84.48, 87.21 50" X 32" G
RO
UN
D VAU
LT
+84.36, 110.14 50" X 32" FIBER VAU
LT
+82.84, 98.62 50" X 32" FIBER VAU
LT
+06.83, 58.19 CLEAN
OU
T
+98.41, 67.21 M
ETAL TRO
UG
H
+87.91, 67.14 8" VERT PVC IN
V
+12.23, 70.79 SAN
. M
H
+10.72, 59.20 CLEAN
OU
T
+06.75, 91.11 SAN
. M
H
+03.59, 62.97 2 FIRE H
OSE H
OO
KU
PS
#6509 Fnd. RR Spk.
P.I. 316+92.24 Line "A" & Apparent Sec. Cor.
Line "A"
7
5
.
2
'
'
A
Z
.
1
2
0
°
5
7
.
0
'
'
A
Z
.
7
0
°
4
5
.
6
'
A
Z
.
3
2
5
°
Gravel Lot
Gravel Lot
PwP
Cor. of
Conc.
Curb
Cor. of
Conc.
Curb
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
24
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
BCF REW
LLCLLC
STA. 225+00.00 TO 240+00.00 LINE ''PR-A''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 7:40 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-PRA_50_01.D
WG
PRIN
T D
ATE: 4/2/18
235+
00
240+
000
230+
00
225+
00
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc. SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 14, T20N, R4E
JACKSON TWP.
HAMILTON CO.
ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.
LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.
BM #23 - Chiseled "X" on S. Bolt of Fire Hydrant in
Beck's parking lot Sta. 325+14.1 "A", 39.9' Lt.
N 1800265.8, E 221616.7 Elev. = 868.020
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
Des. No. 1600597 Appendix B: Graphics B46
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
240+00 245+00 250+00
LINE "PR-A" & "C"
N89°47'45"E
LINE "PR-A" & "C"
N89°47'45"E
50+
00
XX
FP
MB
MB
MB
WV
PED-T
PED-T
EM
PED-T
PED-T
ER
ER
ELECTRIC BOX
ELECTRIC BOX
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
TT
T
T
T
TT
T TT
T T
T
(Asph)
APP. P.L. & SECTION LINE
APP. P.L.
APP. P.L.
P.O.T. 253+03.19 "PR-A"=
P.I. 50+00.00 "S-GWINN"=
P.O.T. 343+26.51 "C"
APP. SECTION LINE
P.I. 49+99.99 "PR-G"=
O.P.O.T. 49+99.98 "S-GWINN", 1.97' LT.
APP. EXIST. R/W
&
P.L.
APP. EXIST. R/W
&
P.L.
APP. EXIST. R/W
&
P.L.
LIN
E "PR-G
"
S0°02'34"W
LIN
E "PR-G
"
S0°06'24"W
END CONSTRUCTION
P.O.T. 252+93.16 "PR-A"
END MILL & RESURFACE
BEGIN FULL DEPTH PAVEMENT
P.O.T. 251+00.00 "PR-A"
845
850
855
860
865
870
875
880
845
850
855
860
865
870
875
880
240+00
864.1
241+00
864.0
242+00
863.6
243+00
859.9
244+00
857.6
245+00
857.0
246+00
857.9
247+00
859.1
248+00
858.8
249+00
858.7
250+00
859.0
251+00
860.1
860.06
252+00
861.7
861.57
253+00
864.4
864.16
864.0
863.9
861.8
858.5
857.1
857.2
858.6
858.9
858.8
858.8
859.4
860.7
860.76
863.2
862.74
+2.00%
+3.12%
+
1
.3
9
%
P.V.I. 252+20.00
ELEV = 861.73
V.C. = 120'
MILL & RESURFACE
Existing Ground Profile
Along Line "PR-A"
End Construction
Sta. 252+93.16 "PR-A"
Elev. = 864.01
End Mill & Resurface
Begin Full Depth Pavement
Sta. 251+00.00 "PR-A"
Elev. = 860.06
343+
26.38, 0.00 FN
D. H
ARRISO
N M
ARKER FLU
SH
+71.79, 133.66 BLD
G. BRICK
+71.70, 101.90 BLD
G. BRICK
+83.89, 111.61 CLEAN
OU
T
+84.15, 126.01 CLEAN
OU
T
+75.27, 128.00 A/C U
NIT
+74.68, 47.38 BASKETBALL G
OAL
+95.42, 32.45 CO
NIF. TREE 15" SPRU
CE
+83.71, 16.81 BO
ULD
ER
+94.85, 19.65 BO
ULD
ER
343+
03.60, 26.18 BO
ULD
ER
343+
10.40, 35.85 BO
ULD
ER
+04.88, 13.38 15" CM
P
+02.83, 13.34 15" CM
P
+79.58, 19.72 20" X 27" ELL CM
P
+77.21, 19.84 20" X 27" ELL CM
P
+78.14, 43.78 24" RCP
+78.19, 46.59 24" CPP
+79.79, 46.19 15" CPP
+39.71, 19.19 FN
D. 5/8" RBR M
ITCH
ELL CAP
+40.60, 18.54 TELE. PED
.
+40.79, 18.91 M
ARKER FO
R TELEPH
ON
E
+40.43, 19.64 PO
ST 8" D
IA W
OO
D
+27.54, 75.21 FLAG
PO
LE
+89.63, 98.89 BLD
G. BRICK
+59.25, 46.18 CO
NIF. TREE 10" SPRU
CE
+44.54, 52.48 D
ECID
. TREE 12"
+31.91, 19.43 PO
ST 6" D
IA W
OO
D
+36.82, 21.42 BU
SH
+21.89, 14.00 SIG
N 35 M
PH
+22.28, 32.69 D
ECID
. TREE 12 "
+09.91, 17.82 D
ECID
. TREE 10"
+62.96, 34.04 D
ECID
. TREE 36"
+91.91, 34.23 D
ECID
. TREE 24" SYCAM
ORE
+47.35, 65.50 BU
SH
+40.74, 59.05 BU
SH
+33.41, 65.60 BU
SH
+41.06, 71.83 BU
SH
+09.82, 34.67 CO
NIF. TREE 8" PIN
E
+25.40, 19.72 PO
ST 10" D
IA W
OO
D
+25.43, 18.75 FN
D. 5/8" RBR N
O CAP 1" AG
+85.93, 18.98 G
UY AN
CH
.
+82.08, 18.63 G
UY AN
CH
.
+60.53, 18.08 PW
R. PO
LE
+58.22, 27.32 G
UY AN
CH
.
+58.31, 41.09 PW
R. PO
LE
+20.16, 16.12 TELE. PED
.
+91.68, 31.49 PO
ST 8" D
IA W
OO
D
+91.43, 25.37 PO
ST 9" D
IA W
OO
D
+32.13, 38.82 D
ECID
. TREE 6"
+80.91, 42.10 D
ECID
. TREE 8"
+52.94, 78.16 D
ECID
. TREE 30"
+28.01, 80.46 D
ECID
. TREE 6" TW
IN
TRU
NK
+60.15, 86.57 BU
SH
+83.28, 50.28 CO
NIF. TREE 20" PIN
E
+20.81, 88.48 D
ECID
. TREE 18"
+34.96, 72.29 BU
SH
+54.94, 64.13 CO
NIF. TREE 10" PIN
E
+91.41, 62.45 D
ECID
. TREE 36"
+36.66, 87.54 D
ECID
. TREE 27"
+28.60, 34.81 CO
NIF. TREE 6"
+18.07, 99.98 BU
SH
+18.61, 92.54 BU
SH
+18.12, 84.70 BU
SH
+18.16, 77.69 BU
SH
+19.58, 52.33 BU
SH
+95.88, 81.49 CO
NIF. TREE 20" PIN
E
+76.19, 46.14 15" CPP
+76.22, 44.17 15" CPP
+77.97, 45.08 IRO
N FEN
CE CO
VER
+34.92, 18.71 PW
R. PO
LE
+96.28, 18.20 SIG
N U
/G
TELE. SIG
N
+10.27, 14.31 SIG
N 35 M
PH
+50.13, 41.49 FIBER O
PT. M
ARKER
+08.34, 18.71 FLASH
IN
G YELLO
W LIG
HT PO
ST
+07.19, 17.97 ELEC. BO
X
+09.36, 17.96 SIG
N TRU
CK CRO
SSIN
G
+05.02, 19.73 PW
R. PO
LE
+48.01, 42.48 50" X 32" FIBER VAU
LT
+48.80, 23.68 W
TR. VALVE
+29.53, 67.66 SET CH
IS X O
N TO
P O
F CU
RB
343+
11.35, 79.12 PW
R. PO
LE
343+
12.66, 56.33 G
UY AN
CH
.
343+
13.56, 51.37 G
UY AN
CH
.
342+
83.34, 19.32 G
UY AN
CH
.
342+
78.98, 18.95 G
UY AN
CH
.
342+
56.23, 19.75 PW
R. PO
LE
342+
59.38, 14.42 SIG
N STO
P
342+
63.37, 13.80 M
AILBO
X
342+
68.40, 19.14 PO
ST 3.5" X 3.5" W
OO
D
+62.15, 18.73 PW
R. PO
LE
+62.28, 18.64 PW
R. PO
LE
+73.65, 12.84 M
AILBO
X
+37.64, 19.96 G
UY AN
CH
.
+42.75, 19.85 G
UY AN
CH
.
+57.67, 19.25 PW
R. PO
LE
+02.80, 16.53 15" CM
P
+04.93, 16.46 15" CM
P
+76.23, 19.93 20" X 27" ELL CM
P
+78.54, 20.03 20" X 27" ELL CM
P
+77.00, 46.71 D
RO
P IN
LET 72" D
IA
+76.99, 43.99 24" RCP
+77.06, 49.05 24" CPP
+04.94, 21.67 15" RCP
+05.26, 23.42 15" RCP
+35.72, 20.95 PW
R. PO
LE
+77.60, 18.43 6" PVC
+77.67, 17.42 6" PVC
AT BECKS E EN
TRAN
CE
#6400 Fnd. Harrison Mon. Flush
P.O.T. 343+26.51 Line "A" & App. 1/4 Sec. Cor.
= P.O.T. 50+00.00 Line "S-Gwinn"
Line "A"
"S-G
winn"
A
Z
.
3
5
°
A
Z
.
2
5
5
°
A
Z
.
1
9
0
°
3
4
.
4
3
'
7
2
.
7
9
'
8
1
.
0
1
'
Mag Nail and
Washer
NW Cor. 8"x8"
Wd. Post
Mag Nail
and Washer
in N. Side
PwP
Mag Nail and Washer
in E. Side PwP
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
25
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
BCF REW
LLCLLC
STA. 240+00.00 TO 253+04.57 LINE ''PR-A''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 7:40 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-PRA_50_01.D
WG
PRIN
T D
ATE: 4/2/18
250+
00
245+
00
240+
00
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 14, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Whelchel, Neal A. & Cheryl A. Butcher, Larry
Spurgeon,Claude A.& Debra S.
Miller, Susan E. &Miller, Ronald K.
ALL EXISTING TOPOGRAPHY DESCRIBED FROM LINE "C". LINE "PR-A" TO BE CONSTRUCTED.
LINE "C" = LINE "A" FROM PROJECT 1383334. ALL R/W DESCRIBED FROM LINE "PR-A" EXCEPT AS SHOWN.
TEMP. R/W FOR DRIVE
CONSTRUCTION & GRADING
TEMP. R/W FOR DRIVE
CONSTRUCTION & GRADING
BM #26 - R.R. Spike up 12" E. Side Pwp. #195-388
Sta. 342+95.2 "A", 520.9' Lt., W. Side Gwinn Rd.
N 1800753.1, E 223396.1 Elev. = 858.935
BM #27 - R.R. Spike up 12" N.E. Side Pwp. #252-581
Sta. 343+07.2 "A", 448.0' Rt., W. Side Gwinn Rd.
N 1799784.3, E 223411.6 Elev. = 862.416
BM #24 - R.R. Spike up 12" S.W. Side Pwp. #197-???
Sta. 336+57.7 "A", 41.3' Lt., down Lane address 7110
N 1800271.3, E 222760.4 Elev. = 858.865
BM #25 - Chiseled "X" on N.W. Corner of Conc. Flag
Pole Pad address 7280 Sta. 342+27.0 "A", 76.0' Lt.
N 1800308.0, E 223329.5 Elev. = 861.789
+40.2 "PR-A"
MOD. CLASS II DRIVE REQ'D.
W = 16'
CO
NSTRU
CTIO
N LIM
ITS
C
O
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
C
O
N
S
T
R
U
C
T
I
O
N
LIM
ITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
Des. No. 1600597 Appendix B: Graphics B47
220+
00
1
0
+
0
0
1
0
+
0
0
L
I
N
E
"
A
"
N
2
9
°
4
5
'
4
4
"
E
A
P
P
. E
X
IS
T
. R
/W
&
P
.L
.
A
P
P
.
E
X
I
S
T
.
R
/
W
&
P
.
L
.
APP. SECTIO
N LIN
E
APP. 15' EXIST. R/W
&
P.L.
APP. 15' EXIST. R/W
&
P.L.
ER
ER
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
(G
rass)
(G
rav)
(G
rass)
(G
rass)
(Asph)
(G
ra
v
)
(Conc)
U
E
U
E
U
E
U
E
UE
UE
UE
UE
UE
U
E
UE
UE
UE
UE
UE
UC
UC
UC
UC
UC
UC
UC
UC
(G
rass)
(G
rass)
APP. P
.L.
APP. P
.L.
A
P
P
. E
X
IS
T
. R
/W
&
P
.L
.
P.C. 10+97.70 "D"
P.C. 12+04.83 "D"
P.T. 13+18.98 "D"
10+
00
BEGIN INCIDENTAL CONSTRUCTION
P.O.T. 10+00.00 "D"
BEGIN PROJECT
P.O.T. 10+00.00 "A"=
P.O.T. 10+00.00 "F" =
P.O.T. 13+37.92 "D"=
P.O.T. 220+54.41 "PR-A"=
P.O.T. 310+77.74 "C"
LIN
E "PR-A"
S89°17'40"E
15+00
P.C. 10+97.68 "D-1"
P.T. 15+24.22 "D-1"
P.R.C. 12+05.24 "D-1"
P.R.C. 12+79.72 "D-1"
P.R.C. 12+86.42 "D-1"
P.R.C. 13+24.99 "D-1"
P.R.C. 13+32.19 "D-1"
P.I. 11+51.47 "D"
P.I. 12+62.42 "D"
CURVE DATA
Δ = 12°18'02"R = 499.00'T = 53.77'L = 107.13'E = 2.89'Se =
P.I. 11+51.47 Line "D"
CURVE DATA
Δ = 18°41'14"R = 350.00'T = 57.59'L = 114.15'E = 4.71'Se =
P.I. 12+62.42 Line "D"
P.O.T. 10+89.71 "D-1"=
O.P.O.T. 10+89.72 "D", 2.00' Rt.
P.O.T. 15+32.15 "D-1"=
O.P.O.T. 10+89.77 "D", -2.00' Lt.
BEGIN CONSTRUCTION
P.O.T. 10+89.58 "D"
R
/
W
R/W
R
/
W
R
/
W
R/W
R
/
W
4
0
'
R
/
W
R/W
1
0
+
0
0
1
0
+
0
0
L
I
N
E
"
F
"
N
2
1
°
3
7
'
4
3
"
E
5
0
'
R
/
W
5
0
'
R
/
W
50' R/W
Temp. R/W for Grading
855
860
865
870
875
880
885
890
855
860
865
870
875
880
885
890
10+00 11+00
866.8
866.77
12+00
866.5
866.46
13+00
867.4
867.40
14+0014+00
866.8
866.78
866.7
866.75
866.9
866.93
-0.03%
+0.3
8%
P.V.I. STA =
10+
00
P.V.I. ELEV =
866.77
P.V.I. STA =
10+
90
P.V.I. ELEV =
866.75
P.V.I. STA =
13+
38
P.V.I. ELEV =
867.68
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
26
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 10+00.00 TO STA. 13+36.38 "D"
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 11:22 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-D
_50_01.D
WG
PRIN
T D
ATE: 4/2/18
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
Beck, Scott C. & Shantel R.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
0+
00
LINE "D" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "D" EXCEPT AS SHOWN.LINE "C" = LINE "A" FROM PROJECT 138334.
Des. No. 1600597 Appendix B: Graphics B48
LIN
E "PR-A"
N89°47'45"E
APP. EXIST. R/W & P.L.
X
X
X
FP
MB
MB
MB
PED
-T
EM
PED
-T
PED
-T
ER
ER
PED
-T
ELECTRIC BO
X
ELECTRIC BO
X
TT
TT
TT
T
T
T
T
T
TT
T
T
+95.36, 48.19 PO
ST 4" X 4" W
OO
D RAIN
G
AU
GE
(Asph)
(Asph)
(Asph)
APP. P.L. &
SECTIO
N LIN
E
P.O.T. 253+03.19 "PR-A"=
P.I. 50+00.00 "S-GWINN"=
P.O.T. 343+26.51 "C"
APP. SECTIO
N LIN
E
45+00
50+00
P.I. 49+99.99 "PR-G"=
O.P.O.T. 49+99.98 "S-GWINN", 1.97' LT.
APP. EXIST. R/W & P.L.APP. EXIST. R/W & P.L.
APP. EXIST. R/W & P.L.
LINE "PR-G"
S0°02'34"W
LINE "PR-G"
S0°06'24"W
APP. P.L.
A
P
P
. E
X
I
S
T
. R
/
W
&
P
.L
.
A
P
P
. E
X
I
S
T
. R
/
W
&
P
.L
.
LINE "PR-G"
S0°12'16"W
P.O.T. 42+00.00 "PR-G"=
P.O.T. 42+00.00 "S-GWINN"
P.O.T. 54+00.01 "PR-G"=
P.O.T. 54+00.00 "S-GWINN"
APP. P.L. & 1/4 SECTION LINE
P.I. 45+51.56 "PR-G"=
O.P.O.T. 45+51.55 "S-GWINN", 0.31' LT.
APP. P.L.
CURVE DATA
Δ = 0°25'53" LT.R = No Curve Run
P.I. 50+00.00 "S-GWINN"
CURVE DATA
Δ = 0°03'49" RT.R = No Curve Run
P.I. 49+99.99 "PR-G"
CURVE DATA
Δ = 0°09'41" LT.R = No Curve Run
P.I. 45+51.56 "PR-G"
LINE "S-GWINN"
S0°15'19"W
LINE "S-GWINN"
S0°10'34"E
END INCIDENTAL CONSTRUCTION
STA. 52+00.00 "PR-G"
BEGIN INCIDENTAL CONSTRUCTION
STA. 45+00.00 "PR-G"
845
850
855
860
865
870
875
880
845
850
855
860
865
870
875
880
858.7
43+00
859.0
858.9
44+00
859.0
859.4
45+00
859.9
860.7
860.59
46+00
861.9
861.86
863.2
863.01
47+00
865.0
863.92
866.6
864.60
48+00
867.2
865.05
866.8
865.26
49+00
865.9
865.23
864.9
864.97
50+00
864.5
864.48
863.6
863.86
51+00
863.1
863.36
863.0
IN
FIN
ITY
52+00
862.9
863.0
53+00
863.3
54+00
-1
.2
3
%
+
2
.
5
3
%
-1
.2
3
%
+
2
.
5
3
%
P.V.I. 48+00.00
ELEV = 866.93
V.C. = 400'
P.V.I. 51+00.00
ELEV = 863.25
V.C. = 100'
BEGIN CONSTRUCTION
STA = 45+50.00 "PR-G"
ELEV = 860.59
BEGIN INCIDENTAL CONSTRUCTION
STA = 45+00.00 "PR-G"
ELEV = 859.90
END CONSTRUCTION
STA = 51+50.00 "PR-G"
ELEV = 863.08
END INCIDENTAL CONSTRUCTION
STA = 52+00.00 "PR-G"
ELEV = 862.92
EXISTING GROUND
PROPOSED PROFILE GRADE LINE "PR-G"
+00.00, 0.00 FN
D. H
ARRISO
N M
ARKER FLU
SH
+51.02, 15.22 12" CM
P
+96.00, 14.95 12" CM
P
+99.88, 17.98 FARM
FIELD
FEN
CE
+99.61, 27.57 FARM
FIELD
FEN
CE
+99.18, 77.68 FARM
FIELD
FEN
CE
+01.03, 28.36 CLEAN
OU
T 6" VERT PVC
+19.68, 16.69 TELE. PED
.
+58.60, 14.84 M
AILBO
X
+14.71, 39.30 CO
NIF. TREE 10" PIN
E
+30.81, 32.60 CO
NIF. TREE 10" PIN
E
+47.50, 32.17 CO
NIF. TREE 6" PIN
E
+63.25, 31.95 CO
NIF. TREE 6" PIN
E
+79.12, 31.84 CO
NIF. TREE 10" PIN
E
+95.29, 32.03 CO
NIF. TREE 10" PIN
E
+10.90, 32.39 CO
NIF. TREE 10" PIN
E
+27.08, 32.53 CO
NIF. TREE 6" PIN
E
+43.27, 32.49 CO
NIF. TREE 10" PIN
E
+31.35, 23.41 D
ECID
. TREE 30"
+74.89, 32.40 CO
NIF. TREE 10" PIN
E
+90.91, 32.69 CO
NIF. TREE 10" PIN
E
+06.70, 32.58 CO
NIF. TREE 10" PIN
E
+22.97, 32.70 CO
NIF. TREE 10" PIN
E
+39.16, 32.65 CO
NIF. TREE 10" PIN
E
+55.11, 32.45 CO
NIF. TREE 10" PIN
E
+70.91, 33.01 CO
NIF. TREE 10" PIN
E
+15.12, 49.48 CO
NIF. TREE 8" PIN
E
+30.09, 69.17 D
ECID
. TREE 30"
+65.45, 61.04 D
ECID
. TREE 30"
+14.93, 55.99 CO
NIF. TREE 6" PIN
E
+14.86, 64.02 CO
NIF. TREE 6" PIN
E
+88.17, 33.28 CO
NIF. TREE 10" PIN
E
+19.63, 33.84 CO
NIF. TREE 10" PIN
E
+35.49, 33.81 CO
NIF. TREE 10" PIN
E
+51.47, 33.53 CO
NIF. TREE 10" PIN
E
+67.30, 33.78 CO
NIF. TREE 10" PIN
E
+83.27, 33.84 CO
NIF. TREE 10" PIN
E
+98.94, 33.62 CO
NIF. TREE 10" PIN
E
+15.14, 33.70 CO
NIF. TREE 10" PIN
E
+30.61, 33.73 CO
NIF. TREE 10" PIN
E
+46.83, 33.49 CO
NIF. TREE 10" PIN
E
+62.77, 33.42 CO
NIF. TREE 10" PIN
E
+95.36, 48.19 PO
ST 4" X 4" W
OO
D RAIN
G
AU
GE
+37.18, 22.86 D
ECID
. TREE 27"
+85.09, 20.98 D
ECID
. TREE 32"
+88.15, 18.22 M
AILBO
X
+49.71, 17.92 TELE. PED
.
+48.07, 17.22 TELE. PED
.
+48.10, 18.10 M
ARKER FO
R U
/G
TELE. M
ARKER
+97.50, 31.39 STU
MP 28"
+00.20, 25.67 FARM
FIELD
FEN
CE
+99.21, 86.59 FARM
FIELD
FEN
CE
+00.21, 17.18 PO
ST 6" X 6" W
OO
D
+03.71, 16.26 SIG
N TRAFFIC BO
TH
W
AYS
+07.44, 16.32 SIG
N G
WIN
N 276TH
+71.16, 18.51 PO
ST 8" X 8" W
OO
D
+24.15, 16.08 SIG
N U
/G
TELE. SIG
N
+19.23, 18.13 FIBER O
PT. M
ARKER
+18.79, 16.31 50" X 32" FIBER VAU
LT
+22.70, 17.46 PW
R. PO
LE
+65.69, 14.50 SIG
N RIG
HT TU
RN
AH
EAD
+78.88, 36.17 PW
R. PO
LE
+79.17, 21.07 G
UY AN
CH
.
+80.89, 17.53 PW
R. PO
LE
+95.68, 57.68 D
ECID
. TREE 6"
+68.28, 67.52 D
ECID
. TREE 20" O
AK
+69.60, 55.66 BLD
G. PO
LE BARN
+99.75, 55.59 BLD
G. O
H BPO
LE BARN
+66.78, 55.66 BLD
G. BRICK
+98.54, 55.50 BLD
G. BRICK
+24.45, 14.85 PW
R. PO
LE
+25.96, 15.17 ELEC. RISER TO
H
OU
SE
+24.45, 15.90 ELEC. RISER TO
BARN
+88.74, 43.38 CLEAN
OU
T
+74.33, 43.24 CLEAN
OU
T
+72.41, 52.14 A/C U
NIT
+82.29, 54.39 ELEC. M
TR.
+83.54, 54.52 ELEC. BO
X
+81.00, 54.48 ELEC. BO
X
49+
53.03, 52.08 BASKETBALL G
OAL
49+
67.80, 31.22 CO
NIF. TREE 15" SPRU
CE
49+
83.53, 42.80 BO
ULD
ER
49+
80.61, 31.69 BO
ULD
ER
49+
74.01, 22.99 BO
ULD
ER
49+
64.28, 16.27 BO
ULD
ER
+64.34, 16.85 PW
R. PO
LE
50+
79.12, 14.99 PW
R. PO
LE
50+
56.34, 13.69 G
UY AN
CH
.
50+
51.37, 12.80 G
UY AN
CH
.
50+
19.34, 43.03 G
UY AN
CH
.
50+
18.97, 47.39 G
UY AN
CH
.
50+
19.79, 70.14 PW
R. PO
LE
50+
14.45, 66.99 SIG
N STO
P
50+
13.83, 63.00 M
AILBO
X
50+
19.17, 57.97 PO
ST 3.5" X 3.5" W
OO
D
49+
25.58, 99.44 FLAG
PO
LE
49+
02.21, 137.54 BLD
G. BRICK
#566 Set Punched RR Spk. Recessed 1"
P.O.T. 42+00.00 Line "S-Gwinn"
"S-G
winn"
Mag Nail Up 12"
in SW Side PwP
#186-244
A
Z
.
2
9
0
°1
9
.
5
0
'
No Other References
Available
A
Z
.
2
5
7
°
5
7
.
4
'
A
Z
.
5
9
°
1
8
.
3
'
A
Z
.
2
9
5
°
6
1
.
0
4
'
#568 Set Punched RR Spk. Recessed 1"
P.O.T. 47+94.99 Line "S-Gwinn"
"S-G
winn"
NE Cor.
Red/Tan Pole
Barn
Wood Support Post
for Roof Overhang
Mailbox Post at
Address 27649
#6400 Fnd. Harrison Mon. Flush
P.O.T. 343+26.51 Line "A" & App. 1/4 Sec. Cor.
= P.O.T. 50+00.00 Line "S-Gwinn"
Line "A"
"S-G
winn"
A
Z
.
3
5
°
A
Z
.
2
5
5
°
A
Z
.
1
9
0
°
3
4
.
4
3
'
7
2
.
7
9
'
8
1
.
0
1
'
Mag Nail and
Washer
NW Cor. 8"x8"
Wd. Post
Mag Nail
and Washer
in N. Side
PwP
Mag Nail and Washer
in E. Side PwP
2
8
5
6
7
5
6
7
P
U
N
C
H
E
D
R
R
S
R
E
C
E
S
S
E
D
N=5.057
E=184.317
0
.
0
0
0
0
A
Z
.
3
5
2
°
1
3
6
.
3
4
'
#567 Set Punched RR Spk. Recessed 1"
P.O.T. 54+00.00 Line "S-Gwinn"
No Other References
Available
"S-G
winn"
Mag Nail Up 12"
in W. Side PwP
#252-582
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE
1600597
27
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 50'
1" = 5'
BCF REW
LLCLLC
STA. 42+00.00 TO 54+00.00 LINE ''PR-G''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 11:22 AM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\06 PLAN
PRO
F\SH
T PLAN
PRO
FILE-276TH
II-PRG
_50_01.D
WG
PRIN
T D
ATE: 4/2/18
Beck's Superior Hybrids, Inc.
SEC. 11, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 14, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Butcher, Larry
Spurgeon, Claude A. & Debra S.Miller, Susan E. &Miller, Ronald K.
Beck's Superior Hybrids, Inc.
Adler, Raymond M. & Katherine A.
50+
00
45+
00
TEMP. R/W FOR
DRIVE CONSTRUCTION
TEMP. R/W FOR
DRIVE CONSTRUCTION
& GRADING
TEMP. R/W FOR
DRIVE CONSTRUCTION
BM #25 - Chiseled "X" on N.W. Corner of Conc. Flag
Pole Pad address 7280 Sta. 342+27.0 "A", 76.0' Lt.
N 1800308.0, E 223329.5 Elev. = 861.789
BM #26 - R.R. Spike up 12" E. Side Pwp. #195-388
Sta. 342+95.2 "A", 520.9' Lt., W. Side Gwinn Rd.
N 1800753.1, E 223396.1 Elev. = 858.935
BM #27 - R.R. Spike up 12" N.E. Side Pwp. #252-581
Sta. 343+07.2 "A", 448.0' Rt., W. Side Gwinn Rd.
N 1799784.3, E 223411.6 Elev. = 862.416
GWINN ROAD
276TH
STREET
STA. 45+50.00 "PR-G"
BEGIN CONSTRUCTION
STA. 51+50.00 "PR-G"
END CONSTRUCTION
LINE "PR-G" TO BE CONSTRUCTED.
ALL R/W DESCRIBED FROM LINE "S-GWINN" EXCEPT AS SHOWN.
CLASS II DRIVE REQ'D.
W = 16'
+57
CLASS II DRIVE REQ'D.
W = 22'
+19
CLASS II DRIVE REQ'D.
W = 12'
+53
MOD. CLASS II DRIVE REQ'D.
W = 12'
+04
CONSTRUCTION LIMITS
+40.2 "PR-A"
MO
D. CLASS II D
RIVE REQ
'D
.
W =
16'
CONSTRUCTION LIMITS
C
O
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
CO
NSTRU
CTIO
N
L
I
M
I
T
S
Des. No. 1600597 Appendix B: Graphics B49
1
1
+
0
0
1
2
+
0
0
216+00
217+00
218+00
219+00
220+00
221+00
222+00
223+00
224+00
225+00
P.C. 10+97.70 "D"
P.T. 13+18.98 "D"
2
1
8
+
0
0
2
1
9
+
0
0
220+
00
2
2
1
+
0
0
2
2
2
+
0
0
223+00
P.C. 217+39.09 "PR-A-1"
P.T. 222+92.66 "PR-A-1"
P.R.C. 219+10.37 "PR-A-1"
P.R.C. 219+85.09 "PR-A-1"
P.R.C. 219+91.62 "PR-A-1"
P.R.C. 220+30.15 "PR-A-1"
P.R.C. 220+37.35 "PR-A-1"
220+00
2
2
1
+
0
0
2
2
2
+
0
0
P.C. 219+79.38 "PR-A-2"
P.T. 222+80.51 "PR-A-2"
P.R.C. 220+24.03 "PR-A-2"
P.R.C. 220+98.61 "PR-A-2"
P.R.C. 221+05.15 "PR-A-2"
P.R.C. 221+43.74 "PR-A-2"
P.R.C. 221+50.94 "PR-A-2"
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
LINE "PR-A"
S89°17'40"E
LINE "PR-A"
S89°17'40"E
CURVE DATA
Δ = 19°35'18" LT.R = 501.00'T = 86.49'L = 171.28'E = 7.41'Se = N.A.
P.I. 218+25.57 Line "PR-A-1"
CURVE DATA
Δ = 48°06'00" RT.R = 89.00'T = 39.72'L = 74.72'E = 8.46'Se = N.A.
P.I. 219+50.09 Line "PR-A-1"
CURVE DATA
Δ = 124°52'09" LT.R = 3.00'T = 5.75'L = 6.54'E = 3.48'Se = N.A.
P.I. 219+90.83 Line "PR-A-1"
CURVE DATA
Δ = 24°31'34" RT.R = 90.00'T = 19.56'L = 38.53'E = 2.10'Se = N.A.
P.I. 220+11.19 Line "PR-A-1"
CURVE DATA
Δ = 137°29'01" LT.R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.
P.I. 220+37.86 Line "PR-A-1"
CURVE DATA
Δ = 29°18'53" RT.R = 499.00'T = 130.51'L = 255.31'E = 16.79'Se = N.A.
P.I. 221+67.86 Line "PR-A-1"
CURVE DATA
Δ = 5°06'21" LT.R = 501.00'T = 22.34'L = 44.65'E = 0.50'Se = N.A.
P.I. 220+01.72 Line "PR-A-2"
CURVE DATA
Δ = 48°00'59" RT.R = 89.00'T = 39.64'L = 74.59'E = 8.43'Se = N.A.
P.I. 220+63.67 Line "PR-A-2"
CURVE DATA
Δ = 124°52'09" LT.R = 3.00'T = 5.75'L = 6.54'E = 3.48'Se = N.A.
P.I. 221+04.36 Line "PR-A-2"
CURVE DATA
Δ = 24°33'54" RT.R = 90.00'T = 19.59'L = 38.59'E = 2.11'Se = N.A.
P.I. 221+24.74 Line "PR-A-2"
CURVE DATA
Δ = 137°29'01" LT.R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.
P.I. 221+51.45 Line "PR-A-2"
CURVE DATA
Δ = 14°52'39" RT.R = 499.00'T = 65.15'L = 129.57'E = 4.24'Se = N.A.
P.I. 222+16.09 Line "PR-A-2"
CURVE DATA
Δ = 360°00'00"R = 67.00'T = 0.00''L = 420.97''E = 0.00''Se = N.A.
P.I. 0+00.00 Line "R"
P.O.T. 219+71.24 "PR-A-2"=
O.P.O.T. 222+88.65 "PR-A", 1.84' Lt.
P.O.T. 222+88.65 "PR-A-2"=
O.P.O.T. 222+88.65 "PR-A", 2.16' Rt.
P.I. 220+01.72 "PR-A-2" =
O.P.O.T. 222+58.18 "PR-A", 1.84' Lt.
P.O.C. 0+00.00 "R"=
P.O.C. 4+20.97 "R"=
O.P.O.T. 220+06.64 "PR-A",
41.02' Lt.
RADIUS POINT LINE "R" =
O.P.O.T. 10+39.00 "A", 0.08' Lt.
P.O.T. 10+00.00 "A"=
P.O.T. 220+54.41 "PR-A"=
P.O.T. 3+36.68 "D"
L
IN
E
"P
R-A
-2"
L
I
N
E
"
P
R
-
A
-
1
"
L
I
N
E
"
R
"
P.I. 222+16.09 "PR-A-2" =
O.P.O.T. 222+15.36 "PR-A", 2.16' Rt.
P.I. 221+04.36 "PR-A-2" =
O.P.O.T. 221+63.20 "PR-A", 27.23' Lt.
P.I. 221+24.74 "PR-A-2" =
O.P.O.T. 221+59.66 "PR-A", 2.14' Lt.
P.I. 221+51.45 "PR-A-2" =
O.P.O.T. 221+44.94 "PR-A", 20.86' Rt.
P.I. 220+63.67 "PR-A-2" =
O.P.O.T. 221+96.44 "PR-A", 3.67' Rt.
P.I. 219+90.83 "PR-A-1" =
O.P.O.T. 219+84.47 "PR-A", 18.45' Lt.
P.I. 220+11.19 "PR-A-1" =
O.P.O.T. 219+81.67 "PR-A", 43.61' Lt.
P.I. 220+37.86 "PR-A-1" =
O.P.O.T. 219+90.17 "PR-A", 69.52' Lt.
P.I. 219+50.09 "PR-A-1" =
O.P.O.T. 219+44.52 "PR-A", 40.16' Lt.
P.I. 221+67.86 "PR-A-1" =
O.P.O.T. 218+69.65 "PR-A", 1.84' Lt.
P.I. 218+25.57 "PR-A-1" =
O.P.O.T. 218+25.62 "PR-A", 2.16' Rt.
P.O.T. 217+31.37 "PR-A-1"=
O.P.O.T. 217+31.42 "PR-A", 2.16' Rt.
P.O.T. 223+00.42 "PR-A-1"=
O.P.O.T. 217+31.37 "PR-A", 1.84' Lt.
1
0
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
P.R.C. 10+08.94 "F-1"
P.R.C. 10+78.69 "F-1"
P.R.C. 10+83.00 "F-1"
P.R.C. 11+16.92 "F-1"
P.R.C. 11+21.50 "F-1"
P.I. 10+82.40 "F-1" =
O.P.O.T. 11+28.42 "F", 1.59' Lt.
P.I. 10+45.67 "F-1" =
O.P.O.T. 11+62.99 "F", 19.41' Rt.
P.I. 9+51.91 "F-1" =
O.P.O.T. 12+54.79 "F", 2.00' Lt.
P.I. 11+00.16 "F-1" =
O.P.O.T. 11+29.19 "F", 19.27' Rt.
P.I. 11+21.34 "F-1" =
O.P.O.T. 11+21.99 "F", 39.62' Rt.
P.I. 12+18.09 "F-1" =
O.P.O.T. 12+15.73 "F", 2.00' Rt.
L
I
N
E
"
A
"
N
2
9
°
4
5
'
4
4
"
E
L
I
N
E
"
F
"
N
2
1
°
3
7
'
4
3
"
E
P.C. 8+94.38 "F-1"=
O.P.O.T. 13+12.32 "F", -2.00' Lt.
P.T. 13+12.32 "F-1"=
O.P.O.T. 13+12.32 "F", 2.00' Rt.
L
I
N
E
"
F
-
1
"
15+
00
P.C. 10+97.68 "D-1"
P.T. 15+24.22 "D-1"
P.R.C. 12+05.24 "D-1"
P.R.C. 12+79.72 "D-1"
P.R.C. 12+86.42 "D-1"
P.R.C. 13+24.99 "D-1"
P.R.C. 13+32.19 "D-1"
P.O.T. 10+89.71 "D-1"=
O.P.O.T. 10+89.72 "D", 2.00' Rt.
P.O.T. 15+32.15 "D-1"=
O.P.O.T. 10+89.77 "D", -2.00' Lt.
P.I. 11+51.67 "D-1" =
O.P.O.T. 11+51.46 "D-1", 2.90' Rt.
P.I. 14+29.40 "D-1" =
O.P.O.T. 11+94.09 "D", 7.42' Rt.
P.R.C. 12+04.83 "D"
P.I. 13+06.01 "D-1" =
O.P.O.T. 12+81.86 "D", 2.74' Rt.
P.I. 12+85.90 "D-1" =
O.P.O.T. 12+81.59 "D", 28.50' Rt.
P.I. 12+44.82 "D-1" =
O.P.O.T. 12+44.46 "D", 0.24' Lt.
P.I. 12+62.42 "D"
P.I. 13+32.70 "D-1" =
O.P.O.T. 12+92.76 "D", 22.15' Lt.
CURVE DATA
Δ = 13°07'39"R = 500.00'T = 57.53'L = 114.56'E = 3.30'Se = N.A.
P.I. 9+51.91 Line "F-1"
CURVE DATA
Δ = 21°52'00"R = 500.00'T = 96.59'L = 190.82'E = 9.24'Se = N.A.
P.I. 12+18.09 Line "F-1"
CURVE DATA
Δ = 44°24'21"R = 90.00'T = 36.73'L = 69.75'E = 7.21'Se = N.A.
P.I. 10+45.67 Line "F-1"
CURVE DATA
Δ = 123°23'23"R = 2.00'T = 3.71'L = 4.31'E = 2.22'Se = N.A.
P.I. 10+82.40 Line "F-1"
CURVE DATA
Δ = 21°35'33"R = 90.00'T = 17.16'L = 33.92'E = 1.62'Se = N.A.
P.I. 11+00.16 Line "F-1"
CURVE DATA
Δ = 131°20'52"R = 2.00'T = 4.42'L = 4.58'E = 2.86'Se = N.A.
P.I. 11+21.34 Line "F-1"
CURVE DATA
Δ = 12°18'02"R = 501.00'T = 53.99'L = 107.56'E = 2.90'Se = N.A.
P.I. 11+51.67 Line "D-1"
CURVE DATA
Δ = 22°02'57"R = 499.00'T = 97.22'L = 192.03'E = 9.38'Se = N.A.
P.I. 14+29.40 Line "D-1"
CURVE DATA
Δ = 47°54'17"R = 89.08'T = 39.57'L = 74.48'E = 8.39'Se = N.A.
P.I. 12+44.82 Line "D-1"
CURVE DATA
Δ = 128°18'19"R = 2.99'T = 6.18'L = 6.70'E = 3.87'Se = N.A.
P.I. 12+85.90 Line "D-1"
CURVE DATA
Δ = 24°33'04"R = 90.00'T = 19.58'L = 38.57'E = 2.11'Se = N.A.
P.I. 13+06.01 Line "D-1"
CURVE DATA
Δ = 137°29'01"R = 3.00'T = 7.71'L = 7.20'E = 5.27'Se = N.A.
P.I. 13+32.70 Line "D-1"
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
1600597
30
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 30'
RDS REW
LLCLLC
GEOMETRIC DETAILS
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 12:53 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\04A G
EO
TIE-U
P\RD
_ALIG
NM
EN
T_D
ETAIL_A_30_01.D
WG
PRIN
T D
ATE: 4/2/18
276TH STREET
276TH STREET
Des. No. 1600597 Appendix B: Graphics B50
LINE "A"
N29°45'44"E
(
G
r
a
s
s
)
(
G
r
a
s
s
)
(
G
r
a
s
s
)
(
G
r
a
s
s
)
A
P
P
.
S
E
C
T
I
O
N
L
I
N
E
P.C. 12+04.83 "D"P.T. 12+04.83 "D"
P.T. 13+18.98 "D"
BEGIN PROJECT
P.O.T. 10+00.00 "A"=
P.O.T. 10+00.00 "F" =
P.O.T. 13+37.92 "D"=
P.O.T. 220+54.41 "PR-A"=
P.O.T. 310+77.74 "C"
L
I
N
E
"
P
R
-
A
"
&
"
C
"
S
8
9
°
1
7
'
4
0
"
E
+37.72
+37.72
+06.62
+12.81
+04.81
+04.84
+57.32
+34.35
+37.85
+89.94
1
0
+
0
0
1
0
+
0
0
L
IN
E
"F
"
N
2
1
°
3
7
'4
3
"E
R
/
W
5
0
' R
/W
R
/
W
5
0
' R
/W
R
/
W
R
/
W
R
/
W
R/W
R
/
W
Temp. R/W for Grading
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
34
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 20'
RDS REW
LLCLLC
STA. 10+00.00 TO 14+50.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:55 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\07 CO
NST D
TL\SH
T CO
NSTD
ETAIL-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's SuperiorHybrids, Inc.
Beck's Superior Hybrids, Inc.
Beck's SuperiorHybrids, Inc.
Beck's Superior Hybrids, Inc.
M
A
T
C
H
L
I
N
E
S
T
A
1
2
+
0
0
"
D
"
M
A
T
C
H
L
I
N
E
S
T
A
2
1
9
+
0
0
"
P
R
-
A
"
M
A
T
C
H
L
I
N
E
S
T
A
2
2
2
+
2
5
"
P
R
-
A
"
12+
00
14+
00
10+
00
6
7
'
2
3
'
13
22
22
15
13
13
15
23
13
K
K
K
K
8
'
1
6
'
1
6
'
1
5
'
1
5
'
2
3
'
2
3
'
2
7
'
2
3
'
26
5
6
'
4
9
6
'
86'
5
5
.
8
3
'
26
8
6
'
4
9
6
'
4
'
8
6
'
5
6
'
4
9
6
'
4
9
6
'
5
6
'
8
6
'
2
4
.
9
5
'
2
3
.
0
1
'
1
7
.
7
0
'
1
8
.
6
4
'
21.60'
1
8
.
8
9
'
21.40'
1
9
.
0
9
'
26
23
23
26
26
K
K
K
K
K
15
22
8
'
8'
K
K
K
K
K
K
K
13
13
13
13
13
13
13
13
13
13
13
27
27
27
27
27
27
27
27
27
27
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53, on
Subgrade Treatment, Type IB
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
D HMA for Approaches,
165 LB/SYD HMA Surface Type B, on
385 LB/SYD HMA Intermediate Type B, on
Subgrade Treatment, Type IIIA
2
1
.
8
8
'
1
7
.
5
5
'
1
8
.
3
5
'
1
6
'
1
7
.
1
1
'
1
7
.
2
'
Des. No. 1600597 Appendix B: Graphics B51
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TR
PED-T
FOM
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
F
(Grass)
A
P
P
.
E
X
I
S
T
.
R
/
W
&
P
.
L
.
A
P
P
. E
X
I
S
T
. R
/
W
&
P
.L
.
APP. EXIST. R/W & P.L.
LINE "PR-A" & "C"
S89°17'40"E
APP. EXIST. R/W & P.L.
APP. EXIST. R/W & P.L.
APP. SECTION LINE
+60.94
+89.94
+71.41
+31.39
LINE "PR-A" & "C"
S89°17'40"E
FO
FOFO
FO
FOFO
FO
FO
FOFO
FO
FO
FOFO
FOFO
FOFO
FOFO
FO
(Grass)
(G
rav)
APP. 15' EXIST. R/W & P.L.
APP. 15' EXIST. R/W & P.L.
APP. SECTION LINE
+88.65
+88.65
+78.45
+57.32
+34.35
+37.85
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
35
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 20'
RDS REW
LLCLLC
LINE ''PR-A''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:55 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\07 CO
NST D
TL\SH
T CO
NSTD
ETAIL-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 219+
00 "PR-A"
MATCH
LIN
E STA 222+
25 "PR-A"
NOTE: LINE "C" = LINE "A" FROM PROJECT 1383334.
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
SEC. 10, T20N, R4E
JACKSON TWP.
HAMILTON CO.
K2
D
W
W
K2
K
W
K
K2
K
23
W
K2
K2
K2
K2
23
17.8'
16'
17.7'
16.1'
13
26
13
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53, on
Subgrade Treatment, Type IB
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
D HMA for Approaches,
165 LB/SYD HMA Surface Type B, on
385 LB/SYD HMA Intermediate Type B, on
Subgrade Treatment, Type IIIA
16'
16'
4'
26.7'
23.9'
36'
29.9'
215+
00
225+
00
1
7
.
6
'
1
5
.
4
'
20.7'
1
3
.9
'
Des. No. 1600597 Appendix B: Graphics B52
(G
ra
v
)
APP. P.L.
APP. P.L.
P.C. 10+97.70 "D"
BEGIN INCIDENTAL CONSTRUCTION
P.O.T. 10+00.00 "D"
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
36
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
158
1" = 20'
RDS REW
LLCLLC
STA. 10+00.00 TO 12+00.00 LINE ''D''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:55 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\07 CO
NST D
TL\SH
T CO
NSTD
ETAIL-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH LINE STA 12+00 "D"
SEC. 15, T20N, R4E
JACKSON TWP.
HAMILTON CO.
Beck's Superior Hybrids, Inc.
Bec
k, S
cott
C. &
Sh
ante
l R.
Beck's Superior Hybrids, Inc.
Beck's Superior Hybrids, Inc.
23
K2
K
K
W
W
K2
K
K
K
1
5
.8
'
16.9'
3'
3'
3'
K Full Depth Asphalt Pavement,
165 LB/SYD QC/QA HMA, 2, 64, Surface 9.5 mm, on
1.5" Milling and Overlay,
275 LB/SYD QC/QA HMA, 2, 64, Intermediate 19 mm, on
330 LB/SYD QC/QA HMA, 2, 64, Base 19 mm, on
3" Compacted Aggregate Base, No. 53, on
Subgrade Treatment, Type IB
K2
165 LB/SYD QC/QA HMA, 3, 64, Surface 9.5 mm, on
1-1/2" Milling
LEGEND
Combined Curb and Gutter, Type B15
Sodding (Nursery)26
27 Seed Mixture, U
23 Concrete Center Curb Type D
Concrete Curb, 6"13
22 Decorative Concrete, 6" on
4" Compacted Aggregate No. 53
D HMA for Approaches,
165 LB/SYD HMA Surface Type B, on
385 LB/SYD HMA Intermediate Type B, on
Subgrade Treatment, Type IIIA
Des. No. 1600597 Appendix B: Graphics B53
2
2
0
+
0
0
2
2
1
+
0
0
2
1
9
+
7
1
2
2
0
+
0
0
221+
00
2
2
2
+
0
0
2
2
2
+
8
9
8+699+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
13+0013+38
1
0
+
9
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
5
+
3
2
10.01'
11.50'
1
6
.
9
8
'
1
6
.
0
3
'
1
9
.
7
1
'
1
6
.
4
4
'
1
3
.
5
1
'
1
6
.
0
0
'
1
5
.
8
4
'
1
6
.
0
1
'
1
6
.
0
0
'
1
6
.
9
8
'
16.00'
1
4
.
0
8
'
10+0010+00 11+00 12+00 13+00 14+00
1
0
+
0
0
1
0
+
0
0
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
37
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U
L.L.C.L.L.C.
STA. 10+00.00 TO 14+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 14+
00 "F"
Des. No. 1600597 Appendix B: Graphics B54
14+00 15+00 16+00 17+00 18+00 19+00 20+00
L
IN
E
"A
"
N
2
9
°
4
5
'4
4
"E
1
5
+
0
0
20+00 21+00 22+00 23+00 24+00 25+00 26+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
38
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 14+00.00 TO 26+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 20+
00 "F"
MATCH
LIN
E STA 14+
00 "F"
MATCH
LIN
E STA 20+
00 "F"
MATCH
LIN
E STA 26+
00 "F"
15+
00
25+
00
47
47
46
46
Des. No. 1600597 Appendix B: Graphics B55
26+00
27+00
28+00
29+00
30+00
31+
00
3
2
+
0
0
3
2
+
0
0
3
3
+
0
0
34+
00
35+00
36+
00
3
7
+
0
0
3
8
+
0
0
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
39
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 26+00.00 TO 38+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 32+
00 "F"
MATCH
LIN
E STA 26+
00 "F"
MATCH
LIN
E STA 32+
00 "F"
MATCH
LIN
E STA 38+
00 "F"
15+
00
25+
00
Des. No. 1600597 Appendix B: Graphics B56
3
8
+
0
0
3
9
+
0
0
40+
00
41+00
42+
00
4
3
+
0
0
4
4
+
0
0
12.00'
12.00'
4
4
+
0
0
45+00 46+00
47+00
48+00
49+00
50+00
4
5
+
0
0
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
40
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 38+00.00 TO 50+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 44+
00 "F"
MATCH
LIN
E STA 44+
00 "F"
MATCH
LIN
E STA 50+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 38+
00 "F"
Des. No. 1600597 Appendix B: Graphics B57
12.00'
12.00'
50+00 51+00 52+00 53+00 54+00 55+00 56+00
50+00
12.00'
12.00'
56+00 57+00 58+00 59+00 60+00 61+00 62+00
55+00 60+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
41
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 50+00.00 TO 62+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 56+
00 "F"
MATCH
LIN
E STA 56+
00 "F"
MATCH
LIN
E STA 62+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 50+
00 "F"
Des. No. 1600597 Appendix B: Graphics B58
12.00'
12.00'
62+00 63+00 64+00 65+00 66+00 67+00 68+00
60+00 65+00
2412.51'
12.00'
12.00'
2412.51'
68+00 69+00 70+00 71+00 72+00 73+00 74+00
70+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
42
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 62+00.00 TO 74+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 68+
00 "F"
MATCH
LIN
E STA 68+
00 "F"
MATCH
LIN
E STA 74+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 62+
00 "F"
Des. No. 1600597 Appendix B: Graphics B59
74+00 75+00 76+00 77+00 78+00 79+00 80+00
75+00
12.00'
12.00'
80+00 81+00 82+00 83+00 84+00 85+00 86+00
80+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
43
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 74+00.00 TO 86+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 80+
00 "F"
MATCH
LIN
E STA 80+
00 "F"
MATCH
LIN
E STA 86+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 74+
00 "F"
Des. No. 1600597 Appendix B: Graphics B60
12.00'
12.00'
12.00'
86+
00
87+
00
88+
00
89+00
90+00
91+
00
9
2
+
0
0
12.00'
85+
00
9
0
+
0
0
12.00'
12.00'
92+00
93+00
94+00
95+00
96+00
97+00
98+
00
90+
00
95+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
44
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 86+00.00 TO 98+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 92+
00 "F"
MATCH
LIN
E STA 92+
00 "F"
MATCH
LIN
E STA 98+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 86+
00 "F"
Des. No. 1600597 Appendix B: Graphics B61
12.00'
12.00'
+69.30
9
8
+
0
0
9
9
+
0
0
100+
00
101+00
102+
00
1
0
3
+
0
0
1
0
4
+
0
0
100+
00
12.00'
12.00'
+60.89
+99.43
+51.14
104+00
105+00
106+00
107+00
108+00
109+00
1
1
0
+
0
0
105+
00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
45
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 98+00.00 TO 110+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 104+
00 "F"
MATCH
LIN
E STA 104+
00 "F"
MATCH
LIN
E STA 110+
00 "F"
15+
00
25+
00
MATCH
LIN
E STA 98+
00 "F"
Des. No. 1600597 Appendix B: Graphics B62
110+00 111+00 112+00 113+00 114+00 114+81110+00 113+00
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
CONSTRUCTION DETAILS
1600597
46
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N.A.
K.R.U. K.R.U.
L.L.C.L.L.C.
STA. 110+00.00 TO 112+00.00 LINE ''F''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
15+
00
MATCH
LIN
E STA 110+
00 "F"
Des. No. 1600597 Appendix B: Graphics B63
219+71
220+00
2
2
2
+
0
0
222+89
9.49'
9.51'
217+31
2
1
8
+
0
0
2
1
9
+
0
0
2
2
1
+
0
0
2
2
2
+
0
0
223+00223+00
12.00'
12.00'
12.00'
12.00'
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING AND SIGN DETAILS
1600597
47
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N/A
JPT AJF
LLCBCF
LINE ''PR-A''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 219+
50 "PR-A"
MATCH
LIN
E STA 213+
50 "PR-A"
MATCH
LIN
E STA 213+
50 "PR-A"
MATCH
LIN
E STA 222+
00 "PR-A"
46
46
46
46
46
46
56
47
47
56
47
MATCH
LIN
E STA 228+
00 "PR-A"
Des. No. 1600597 Appendix B: Graphics B64
9.50'
9.50'
9.50'
9.50'
9.50'
9.50'
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING AND SIGN DETAILS
1600597
48
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N/A
JPT AJF
LLCBCF
LINE ''PR-A''-2
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 234+
00 "PR-A"
MATCH
LIN
E STA 228+
00 "PR-A"
MATCH
LIN
E STA 240+
00 "PR-A"
MATCH
LIN
E STA 228+
00 "PR-A"
MATCH
LIN
E STA 246+
00 "PR-A"
MATCH
LIN
E STA 240+
00 "PR-A"
Des. No. 1600597 Appendix B: Graphics B65
9.50'
9.50'
50+
00
P.I. 49+99.99 "PR-G"
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING AND SIGN DETAILS
1600597
49
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N/A
JPT AJF
LLCBCF
LINE- ''PR-A''-3
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 252+
00 "PR-A"
MATCH
LIN
E STA 246+
00 "PR-A"
MATCH
LIN
E STA 252+
00 "PR-A"
Des. No. 1600597 Appendix B: Graphics B66
51+0052+00
53+0054+0054+00
12.00'
12.00'
45+0046+00 47+00 48+00 49+00 50+00
P.I. 45+51.56 "PR-G"P.I. 49+99.99 "PR-G"
12.00'
12.00'
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING AND SIGN DETAILS
1600597
50
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N/A
JPT AJF
LLCBCF
LINE ''G''
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
MATCH
LIN
E STA 50+
50 "PR-G
"M
ATCH
LIN
E STA 44+
50 "PR-G
"
MATCH
LIN
E STA 50+
50 "PR-G
"
Des. No. 1600597 Appendix B: Graphics B67
PROJECT
INDIANADEPARTMENT OF TRANSPORTATION
PAVEMENT MARKING AND SIGN DETAILS
1600597
51
1600597
N/A
R-39726
SURVEY BOOK
DESIGNATION
BRIDGE FILE
CONTRACT
HORIZONTAL SCALE
VERTICAL SCALE
of
SHEET
DATEDESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DESIGNED: DRAWN:
CHECKED:
LEGEND
Line, Thermoplastic, Solid, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 4 in.46
47
Snowplowable Raised Pavement
Marking, Two-Way, Yellow/Yellow
45 Transverse Marking, Thermoplastic,
Stop Line, White, 24 in.
49 Line, Thermoplastic, Broken, Yellow, 4 in.
Line, Thermoplastic, Solid, White, 8 in.56
37 Pavement Message Marking, Thermoplastic,
R for Railroad
55 Transverse Marking, Thermoplastic,
Railroad X, White, 16 in.
Line, Thermoplastic, Solid, Yellow, 8 in.57
48 Line, Thermoplastic, Broken, White, 12 in. (2' LINE, 2' GAP)
38 Transverse Marking, Thermoplastic
Yield Line, White, 24 in. (Sharks Teeth - see detail)
158
1" = 20'
N/A
JPT AJF
LLCBCF
SIGNS
PLO
T SCALE: 1:1 ED
IT D
ATE: 7/12/11 - 1:10 PM
ED
ITED
BY: KU
PSH
AW
D
RAW
IN
G FILE: P:\17-500-029-1 276TH
STREET PH
ASE II\ACAD
\08 TRAFFIC\SH
T PM
ARK-276TH
II-A_20_01.D
WG
PRIN
T D
ATE: 4/2/18
298
5.7 14.3
2124
8 24
3.5
8
13.1 36.1
645
58 35.3
376
6 9
12.8
5.7
29
21
3.5
23
66
114D1-5a; 9.0" Radius, 2.0" Border, White on Green;
[TO ] E Mod; State Highway 19 M1-6; [276th] E Mod; Circular Intersection Directional Arrow_8" Text; Arrow 6 - 9.0" 0{;
5.7 13.3
28.0
65.1
73.1
81.2
89.5
96.1
58.0
276 t h
I N D I ANA
1 9TO
238
6.6 38.5
4.5
45
6 35.3
238
11 31 4.6
23
4.5
23
54
138D1-5a; 9.0" Radius, 2.0" Border, White on Green;
[BECKS] E Mod; Circular Intersection Directional Arrow_8" Text; [276th] E Mod;
6.6 15.0
22.6
30.6
38.7
51.1
92.4
100.4
108.5
116.8
123.3
276 t hB ECKS
TO
STOP Y I E L D
S P EED
L I M I T
30
R R
30
M .
P.
H
.
ROUNDABOUT
S P EED
L I M I T
40
R2-1 R2-1 R2-1 R2-1
S P EED
L I M I T
50
S P EED
L I M I T
55
R1-1 R1-2
80 81 82 84 85 86
R6-4b
87
W1-7
88
W6-1
89
W6-3
90
W10-1
91
92
93
R4-7
OM3-L
W2-6a
W16-17p
W13-1
94
95
S P EED
L I M I T
30
R2-1
83
Des. No. 1600597 Appendix B: Graphics B68