This document provides design plans for a slide correction project on State Road 250 located approximately at RP 68+00, 0.6 mile west of S.R. 156 in Posey Township, Switzerland County, Indiana. The project will involve full depth reconstruction and incidental construction along 0.09 miles of S.R. 250. Design plans include typical road sections, construction details, drainage details, and cross sections. Utility locations in the area are also noted.

1. S.R. 156
S.R. 250
FoxtailLane
Asherman Road
S.R. 250
INDIANA
KENTUCKY
Town of
Patriot
OHIO
RIVER
S.R.156
Goose
Creek
Road
SLIDE CORRECTION ON STATE ROAD 250 LOCATED APPROXIMATELY AT RP 68+00, 0.6 MILE
WEST OF S.R. 156 IN SECTIONS 12 & 13 , T-2-N, R-1-W, POSEY TOWNSHIP, IN THE TOWN OF
PATRIOT, SWITZERLAND COUNTY, INDIANA
GROSS LENGTH: 0.09 MILES
NET LENGTH: 0.09 MILES
PROJECT LOCATION SHOWN BY
1" = 1,000'
PROJECTED
RURAL/URBAN
ACCESS CONTROL
TERRAIN
FUNCTIONAL CLASSIFICATION
DESIGN DATA
TRUCKS
D.H.V.
A.A.D.T.
A.A.D.T.
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
TRAFFIC DATA
PROJECT DESIGN CRITERIA
%
V.P.H.
V.P.D.
V.P.D.
MPH
% A.A.D.T.
% D.H.V.
S.R. 250
2018 280
2038 280
2038 33
49.75
7.7
8.3
30
3R (NON-FREEWAY)
MAJOR COLLECTOR
RURAL
LEVEL
NONE
PROJECT DESIGNATION
CONTRACT
ROAD PLANS
CONST.
R/W
P.E.
1" = 20'
1" = 20' 1" = 5'
1" = 20' }HORIZ:
VERT:
SCALES:
}LONG:
TRANS:
PLAN
LATITUDE: 38° 50' 36" N
LOCATION:
LONGITUDE: 84° 50' 7" W
MAX. GRADE: 4.66%
INDIANA
DEPARTMENT OF
TRANSPORTATION
S.R. 250
PROJECT
DESIGNATION
CONTRACT
of
SHEETS
1
VS ENGINEERING, INC. TEL: (317) 293-3542
XXXX, P.E. INDIANA REG. NO. XXXXXXXX
FAX: (317) 293-4737
INDIANA DEPARTMENT OF TRANSPORTATION DATE
DATE
PHONE NUMBER
FOR LETTING:
APPROVED
CERTIFIED BY:
PREPARED BY:
PLANS
1500070
1500070
26
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings01TitleandIndex
FILE...............16-3582TITLE.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:15pm
LOCATION MAP
POSEY TWP.
SWITZERLAND COUNTY
BEGIN PROJECT
STA. 331+37.50 LINE "B"
[INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2018 TO
BE USED WITH THESE PLANS]
1500070
R-38635
1500070
T2N
R1W
END PROJECT
STA. 336+50.00 LINE "B"
PROJECT NO. 1500070
1500070
1500070
H.U.C. 14 DIGIT CODE NO.: 05090203150030
R-38635
11 12 7
1314

2. DESCRIPTIONNUMBER
DRAWING INDEX
** REPRESENTS GENERAL NOTES REQUIRED
UNDERGROUND UTILITY LOCATIONS HOTLINE: 1-800-382-5544
UTILITIES GENERAL NOTES
**
REVISION DESCRIPTIONDATESHEET NO's.
REVISIONS
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings01TitleandIndex
FILE...............16-3582INDEX.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:15pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
ELECTRIC:
SOUTHEASTERN INDIANA R.E.M.C.
712 South Buckeye
Osgood, IN 47037
Contact: Ian Kinder
Phone: (812) 689-4111 ext. 243
Email: iank@seiremc.com
WATER
PATRIOT MUNICIPAL UTILITIES
352 3rd St.
Patriot, IN 47038
Contact: Joey Duckworth
Phone: (812) 221-0135
Email: jpd71777@aol.com
COMMUNICATIONS:
CENTURY LINK
Contact: Fred Sothard
Phone: (859) 801-6513
Email: ftsothard1@gmail.com
TITLE SHEET1
INDEX & GENERAL NOTES2
TYPICAL SECTIONS - S.R. 2503 - 4
PLAT NO. 15
DETOUR ROUTE6
MAINTENANCE OF TRAFFIC DETAILS7
PLAN & PROFILES - LINE ''B''8 - 9
INDEX & GENERAL NOTES
2
N/A
N/A
CONSTRUCTION DETAILS10
COMBINATION WALL DETAILS11
TEMPORARY EROSION & SEDIMENT CONTROL12
MISCELLANEOUS TABLES13 - 14
CROSS SECTIONS - LINE ''B''15 - 26
All Earth Shoulders, Median Areas and Cut and Fill slopes shall be plain or mulch seeded except where Sodding
is specified.
1. In Areas to Receive Pavement Components or New Embankment Fill All Topsoil, Wet or Soft/Loose Near
Surface Soils, and Existing Pavement Components Shall Be Removed From the Construction Limits.
2. Where Fill is Proposed on the Existing Slopes, Benches Shall Be Cut Into the Existing Slopes Before Fill
Placement so as to Key the New Fill Into the Slope in Accordance with INDOT Standard Specification 203.
Benches Having a Minimum Width of 10 Feet Shall Be Cut Into the Slope Before New Fill is Placed. Where
10 Feet Wide Benches are not Feasible Due to Shallow Embankment Heights, Minimum 4 Feet Wide
Benches are Recommended. Scarifying of the Slope Will Aid in Keying the New Fill Into the Slope.
3. Large Rocks and Boulders are known to be in the area and may exist within the Project Limits.
4. Benching Required at Guardrail Locations.
Geotechnical Notes:
1. INDOT Vincennes District, Environmental Services Shall Be Contacted in the Event of a Change in Slope.
Environmental Note:
**
**

3. FULL DEPTH SECTION
SCALE: 1/4" - 1'-0"
Sta. 331+37.50 To Sta. 332+00.00 Line "B"
J
3:1
M
K
Saw Cut
Profile Grade
10'-0" 2'-0"10'-0"4'-0"
Line "B"
KK
INCIDENTAL CONSTRUCTION
RESURFACE AND SHOULDER SECTION
SCALE: 1/4" - 1'-0"
Sta. 330+50.00 To Sta. 331+37.50 Line "B"
3:1M
J
Exist. Pavement
2% 2% 2%2%
Exist.2%
Varies 2' to 8'
Existing
Profile Grade
J
2'-0"
Exist. Pavement
Saw Cut
Saw Cut
FULL DEPTH AT
COMBINATION WALL SECTION
SCALE: 1/4" - 1'-0"
Sta. 332+00.00 TO Sta. 334+50.00 Line "B"
Line "B"
See Detail "A" Sheet 4
W
2
4
1
SoilWallHeightVaries
Existing Ground
2%
KK
Profile
Grade
10'-0" 2'-0"4'-0" 10'-0"
2%
K
2%
2%
5'-0"
3:1
RR
J
3:1
26
Existing Ground
Existing Ground
Existing Ground
Existing Ground
K
See Underdrain Detail
this sheet
See Underdrain Detail
this sheet
35
34
34
35
34
34
3'-5"
K1
M
ProposedRight-of-WayProposedRight-of-Way
3:1
(2:1 Max.)
3:1
(2:1 Max.)
M
3'-0" 3'-0"
(a)
K
Varies 0' to 4'
(b)
3:1
RR
J
Exist. 2%
2'-0"
Saw Cut 3:1 (2:1 MAX)
Existing Ground
ProposedRight-of-Way
Varies 9'-9" to 10'-0" Varies 9'-9" to 10'-0"
RR
Line "B"
OFZ = 6'
OFZ = 6'
See Base of
Combination Wall
Detail this sheet
(a) 2' from Sta. 330+50 to Sta. 330+67.50
Varies from 2' at Sta. 330+67.50 to 8' at Sta.
330+27.50 and 8' from Sta. 331+27.50 to Sta
331+87.50
(b) 0' from Sta. 330+50.00 to Sta. 330+87.50 and
Varies 2' from Sta. 330+87.50 to 4' at Sta 331+37.50
35
34
34
Reinf.WallHeightVaries
1'-6"1'-6"
RF 1
1
Edge of
Pavement
2%
K
2'-0"
J
3:1
2%
2'-0"
1'-2"
Pipe, Type 4,
Circular, 6" Dia.
Aggregate for
Underdrains
6"
(Typ.)
Geotextile,
Type 1A, for
Underdrains
6"1'-6"(MIN.)
2
Earth
Soil Nail Wall
Bottom of
Soil/Rock Nailing
2%
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings02TypicalSections
FILE...............16-3582TypicalSection.dwg
DIMSCALE..1LTSCALE....0.25
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:15pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
TYPICAL SECTIONS - S.R. 250
3
AS NOTED
AS NOTED
UNDERDRAIN DETAIL
SCALE: 1" - 1'-0"
K
LEGEND
26 Sodding for Ditches
W Wall, Soil/Rock Nail
RR
Revetment Riprap (from Sta. 330+50 Rt to
Sta. 332+25 Rt)
J 10" Compacted Aggregate, No. 53
34 Line, Paint, Solid, White, 4 in.
35 Line, Paint, Solid, Yellow, 4 in.
M Mulched Seeding, R
2 Course Aggregate, No. 2 Stone, 6 in.
OFZ = Obstruction Free Zone
RF Reinforced Fill (10 ft straps) with Wire Meshing
165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm
on
330#/Syd. QC/QA-HMA, 2, 64, Base, 19.0mm
on
3" Compacted Aggregate, No. 53
on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with
Compacted Aggregate, No. 53)
K1 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm
on
6" Compacted Aggregate, No. 53
on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with
Compacted Aggregate, No. 53)
R 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
1.5" Asphalt Milling
BASE OF COMBINATION WALL DETAIL
SCALE: 1" - 1'-0"

4. 3'-0"
Concrete Gutter *
3"
4"
6"
1
4"
2'-6"
(Min.)
1'-6"1'-0"
(Min.)
4" 4"
6"Cl.
Concrete
#4 Reinforcing Steel
Embedded 11
2" Clear
#4 x 2'-0" Reinforcing
Steel Embed 12" Min.
Ease Edge 1
4"
Radius
COMBINATION WALL, CAP &
CONCRETE GUTTER - DETAIL "A"
SCALE: 3
4" - 1'-0"
* For Additional Details, See INDOT Std. Dwg. E 605-CGCS-01
2%
KK1
Guardrail, MGS, W-Beam
5'-0"
Working Width
1'-5"3'-7"
ReinforcedFillWallHeightVaries
1'-6"1'-6"
10' (Min.)
#4 x 2'-0"
Reinforcing
Steel (Typ.)
5"
W
RF
Uniform
Shotcrete Facing
Type II Geogrid
1
1
2'-0"
FULL DEPTH SECTION
SCALE: 1/4" - 1'-0"
Sta. 334+50.00 To Sta. 335+12.50 Line "B"
3:1
26J
K Profile Grade
10'-0" 2'-0"10'-0"4'-0"4'-0"
Line "B"
2% 2% 2%2%
J K
INCIDENTAL CONSTRUCTION
RESURFACE AND AGGREGATE SHOULDER (RT. ONLY) SECTION
SCALE: 1/4" - 1'-0"
Sta. 336+50.00 To Sta. 337+00.00 Line "B"
Line "B"
Exist. Pavement
Exist.
Existing
Profile Grade
Existing Ground
Existing Ground
See Underdrain Detail
Sheet 3
35
3434
Varies 0' to 4'
FULL DEPTH SECTION
SCALE: 1/4" - 1'-0"
Sta. 335+12.50 To Sta. 336+50.00 Line "B"
3:1
RRJ
3:1
M
K
Profile Grade
10'-0" 2'-0"10'-0"Varies 8' to 2'
Line "B"
2% 2% 2%
J K
Existing Ground
Existing Ground
See Underdrain Detail
Sheet 3
35
34
34
ProposedRight-of-Way
3:1
(2:1 Max.)
M
3'-0" 3'-0"
3:1
(2:1 Max.)
(c)
R
(c) 8' from Sta. 335+12.50 to Sta. 335+22.50 and
Varies 8' from Sta. 335+22.50 to 2' at Sta. 335+82.50
and 2' from Sta. 335+82.50 to Sta. 336+50.00
(d) Varies 4' at Sta. 335+12.50 to 2' at Sta. 335+62.50 and
0' from Sta. 335+62.50 to Sta. 336+50.00
(d)
K
3:1
J
Exist. Pavement
Exist. 2%
Saw Cut
Existing Ground
R
RR
3:1
(2:1 Max.)
3:1
M
Existing Ground
OFZ = 6'OFZ = 6'
Varies 10'-0" to 10'-5" Varies 10'-0" to 11'-3" 2'-0"
M
M
ProposedRight-of-Way
OFZ = 6'
35
34
34
30°
2'-0"
63
4"
3:1
SAFETY EDGE DETAIL
SCALE: 3
4" - 1'-0"
J
K
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings02TypicalSections
FILE...............16-3582TypicalSection.dwg
DIMSCALE..1LTSCALE....0.25
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:15pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
TYPICAL SECTIONS - S.R. 250
4
AS NOTED
AS NOTED
K
LEGEND
26 Sodding for Ditches
W Wall, Soil/Rock Nail
RR
Revetment Riprap (from Sta. 330+50 Rt to
Sta. 332+25 Rt)
J 10" Compacted Aggregate, No. 53
34 Line, Paint, Solid, White, 4 in.
35 Line, Paint, Solid, Yellow, 4 in.
M Mulched Seeding, R
2 Course Aggregate, No. 2 Stone, 6 in.
OFZ = Obstruction Free Zone
RF Reinforced Fill (10 ft straps) with Wire Meshing
165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm
on
330#/Syd. QC/QA-HMA, 2, 64, Base, 19.0mm
on
3" Compacted Aggregate, No. 53
on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with
Compacted Aggregate, No. 53)
K1 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm
on
6" Compacted Aggregate, No. 53
on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with
Compacted Aggregate, No. 53)
R 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm
on
1.5" Asphalt Milling

5. Section 12, T12N, R1W
Posey Township
Switzerland County, IN
MARIAN K. LIELAND
MARIAN K. LIELAND
JOHN L. McLEAN
325+00
330+00
335+00
BP Sta. 321+02.95, ''B''
EP Sta. 338+00.00, ''B''
PI Sta. 331+19.23, ''B''
PI Sta. 333+49.75, ''B''
PC Sta. 322+85.88, ''B''
PC Sta. 327+53.84, ''B''
PT Sta. 324+78.28, ''B''
PT Sta. 328+68.94, ''B''
PATRIOT VINEYARDS, LLC.
TERESA KOLAS
Section 12, T12N, R1W
Posey Township
Switzerland County, IN
Section 13, T2N, R1W
Posey Township
Switzerland County, IN
P.I. Sta. 324+31.80
Δ = 112°00'00" Rt.
R = 98.42'
T = 145.92'
L = 192.40'
E = 77.59'
se = Exist.
CURVE DATA
P.I. Sta. 328+18.99
Δ = 67°00'00" Lt.
R = 98.42'
T = 65.15'
L = 115.10'
E = 19.61'
se = Exist.
CURVE DATA
Line ''B''
Line''B''
N 83°17'49" E
S15°17'49"W
S
51°42'11" E
S
47°42'11" E
S
47°27'26" E
Line
''B''
Line
''B''
Begin Project
Sta. 331+37.50, Line ''B'' End Project
Sta. 336+50.00, Line ''B''
Δ = 04°00'00" Rt.
No Curve Run
Δ = 00°14'45" Rt.
No Curve Run
App. Section Line App. Section Line
App.SectionLine
13
12 12
App.
App.
App.
App.
App.App.
S.R.250
Asherman Rd.
70' R/W
R/W
70' R/W
App.&Exist.R/W
App.&Exist.R/W
App.
&
Exist. R/W
App.
&
Exist. R/W
35' R/W
R/W
App.
S.R. 250
PI Sta. 324+31.80, ''B''
PI Sta. 328+18.99, ''B''
R/W
40' R/W
40' R/W
R/W
R/W
JOHN L. McLEAN
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings03PlatNo1
FILE...............16-3582Plat1.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:16pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
PLAT NO. 1
5
1" = 100'
N/A

6. INDIANA
56
SWITZERLAND COUNTY
KENTUCKY
INDIANA
PATRIOT
OHIO COUNTY
EAST ENTERPRISE
ABERDEEN
PROJECT AREA
S.R. 156
S.R. 156
S.R. 156
S.R.156
S.R.250
S.R.250
S.R. 250
S.R.56
S.R. 56
S.R.56
S.R. 250
SEE DETAIL "A"
SEE DETAIL "B"
S.R.56
OHIO RIVER
OHIO
RIVER
SEE DETAIL "C"
SEE DETAIL "D"
Red Hog Pike
Seym
our Rd.
Truitt Rd.
ScottsRidgeRd.KeithRd.
JMarchRd.
BarkworksRd.
TurtleCreekRd.
Bryants Creek
Dr.
AntiochRd.
BooneRobinsonRd.
N.BranchRd.SearcyRidge
DeversRd.
Bodey Hill Rd.
Asherman Rd.
Type III-B Barricades
(24 LFT)
14 ** (2 Miles)
Coleman Rd. W.
Lovers Ln.
9
5
BascomCornerRd.
BrownRd.
DibbleRd.
StewartRidgeRd.
Bunger
Rd.
Dutch
RidgeRd.
5
9
5
9
5
9
N. Landing Rd.
N.BranchRd.
EvansHillRd.
Upper Goose Creek Rd.
Gridley
Rd.
Reyner Rd.
North Dr.
South Dr.
GooseCreekRd.
5
5
9
9
5
9
9
5
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings10MOT10MOTPlans
FILE...............2017-05-1716-3582SR250MOT.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:16pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
DETOUR ROUTE
6
AS NOTED
N/A
LEGEND
CONSTRUCTION SIGN
BARRICADE TYPE III-A OR TYPE III-B AS NOTED
DETOUR ROUTE
CONSTRUCTION SIGN W/TYPE "A" LIGHT DIRECTION OF DETOUR
DETOUR ROUTE "U.S. 250"
SCALE: 1" = 2000'
NOTES:
See Sheet 7 for Traffic Detour Details.
Road Closure Details, and M.O.T. Quantities.

7. S.R. 56
S.R.56
S.R.156
OHIORIVER
WalstonRd.
6
7
5
11
10
9
S.R.56
S.R. 56
Allensville
Rd.
Aberdeen Rd.
CassUnionRd.
6
7 5
11 10
9
PATRIOT
S.R. 250
S.R.156
S.R. 156
Type III-B Barricades
(24 LFT)
1514
14(2000 Feet) **
1st St.
2nd St.
4th St.
5th St.
Plum
St.
ColumbiaSt.
ColumbiaSt.
Plum
St.
OHIO
RIVER
FrontSt.
9
(0.5 Mile) **
350'
650'
1
2
9
3rd St.
5
8
EAST ENTERPRISE
Type III-B Barricades
(24 LFT)
S.R. 250 S.R. 250
1
S.R.56S.R.56
14
12
5
500' 500' 1000'
2 3 4
15 ** (10.4 Miles)
S.R. 250
Type III-A Barricades
(24 LFT)
13
Type III-A Barricades
(24 LFT)
13
Slide Correction
Project Area
S.R. 250
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings10MOT10MOTPlans
FILE...............2017-05-1716-3582SR250MOT.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:16pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
DETAIL "B" - ABERDEEN
SCALE: 1" = 500'
DETAIL "C" - JUNCTION OF STATE ROADS 56 AND 156
SCALE: 1" = 500'
LEGEND
CONSTRUCTION SIGN
BARRICADE TYPE III-A OR TYPE III-B AS NOTED
DETOUR ROUTE
CONSTRUCTION SIGN W/TYPE "A" LIGHT DIRECTION OF DETOUR
DETAIL "A" - EAST ENTERPRISE
SCALE: 1" = 500'
DETAIL "D" - PATRIOT
SCALE: 1" = 500'
M.O.T. QUANTITIES
MAINTAINING TRAFFIC 1 LSUM
CONSTRUCTION SIGN, A 4 EACH
CONSTRUCTION SIGN, B 2 EACH
ROAD CLOSURE SIGN ASSEMBLY 7 EACH
DETOUR ROUTE MARKER ASSEMBLY 38 EACH
TYPE III-A BARRICADE 48 LFT
TYPE III-B BARRICADE 48 LFT
1
XW20-3
(36"x36")
2
XW20-2
(36"x36")
NOTES:
1. CONTRACTOR SHALL MAINTAIN AND PROTECT VEHICULAR TRAFFIC DURING ALL OPERATIONS. VEHICULAR ACCESS TO
PUBLIC/PRIVATE DRIVEWAYS SHOULD BE MAINTAINED AT ALL TIMES.
2. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF "INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS" DURING WORK OPERATIONS AND FOR THE DURATION OF THE PROJECT.
3. THE CONTRACTOR SHOULD REFER TO INDOT STANDARDS AND THE "INDIANA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS" TO PROVIDE SAFE AND EFFICIENT TEMPORARY TRAFFIC CONTROL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ANY ADJACENT OR OVERLAPPING PROJECTS AND
CHECK COMPATIBILITY OF TRAFFIC CONTROL.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING LOCAL EMERGENCY PERSONNEL, SCHOOLS, AND LOCAL
AND COUNTY OFFICIALS OF ANY CHANGES TO THE TRAFFIC PATTERNS THROUGHOUT THE LENGTH OF THE PROJECT.
CONSTRUCTION SIGN LEGEND
DETOUR
AHEAD
ROAD
CLOSED
AHEAD
MAINTENANCE OF TRAFFIC DETAILS
7
AS NOTED
N/A
DETOUR
4
XM4-8
(24"x12")
M3-2(S)
(24"x12")EAST
M1-5(S)
(24"x24")250
INDIANA
DETOUR
3
XM4-8
(24"x12")
M3-2(S)
(24"x12")
M5-1(L)(S)
(21"x15")
EAST
M1-5(S)
(24"x24")250
INDIANA
M6-1(L)(S)
(21"x15")
DETOUR
5
XM4-8
(24"x12")
M3-2(S)
(24"x12")EAST
M1-5(S)
(24"x24")250
INDIANA
M6-3(S)
(21"x15")
8
XM4-8a
(24"x18")DETOUR
END
M3-2(S)
(24"x12")EAST
M1-5(S)
(24"x24")250
INDIANA
DETOUR
9
XM4-8
(24"x12")
M1-5(S)
(24"x24")250
INDIANA
WEST M3-4(S)
(24"x12")
M6-3(S)
(21"x15")
DETOUR
6
XM4-8
(24"x12")
M3-2(S)
(24"x12")EAST
M1-5(S)
(24"x24")250
INDIANA
DETOUR
7
XM4-8
(24"x12")
M3-2(S)
(24"x12")EAST
M1-5(S)
(24"x24")250
INDIANA
M5-1(R)(S)
(21"x15")
M6-1(R)(S)
(21"x15")
DETOUR
10
XM4-8
(24"x12")
M1-5(S)
(24"x24")250
INDIANA
WEST M3-4(S)
(24"x12")
M5-1(L)(S)
(21"x15")
DETOUR
11
XM4-8
(24"x12")
M1-5(S)
(24"x24")250
INDIANA
WEST M3-4(S)
(24"x12")
M6-1(L)(S)
(21"x15")
XM4-8a
(24"x18")DETOUR
END
M1-5(S)
(24"x24")250
INDIANA
WEST M3-4(S)
(24"x12")
12
TYPICAL ROAD CLOSURE AT SLIDE CORRECTION
SCALE: NOT TO SCALE
R11-2
(48"x30")
CLOSED
ROAD
13
ROAD CLOSED
LOCAL TRAFFIC ONLY
**
R11-3a
(60"x30")
14
DETOUR
XM4-10(L or R)
(48"x18")
15

8. S.R. 250
MARIAN K. LIELAND
MARIAN K. LIELAND
Soil Boring - B1
Soil Boring - B2
+40.2,17.3',Guy
+56.2,16.3',Pwp.
+69.9,68.7',Pwp.
+86.2,17.2',Pwp.
+20.4,16.1',Sign"ARROW"&"SPEEDLIMIT"
+90.6,23.4',F.F.T.F.
+54.7,40.5',F.F.T.F.
+66.3,14.5',Sign"MM68"
+41.6,10.9',Sign,"SPEEDLIMIT"
+03.1,24.6',Guy
+84.8,26.9',Pwp.
+01.0,20.8',Sign,"DONOTSPRAY"
+08.5,21.8',Pwp.
329+00
330+00
331+00
332+00
333+00
Begin Incidental Construction
Sta. 330+50.00 Line B
+ (+54.40)
(39.37')
+95
70'
Line B
S 51°42'11" E
S 47°42'11" E
Line B
R/W & F.F.T.F.
+ (+05.19)
(32.81')
70' R/W & F.F.T.F.
+89.7,39.0',Pwp.
+91.9,19.1',F.F.T.F.
+35.9,21.2',F.F.T.F.
+36.5,17.3',Shrub&SmallTreeLine
+42.7,43.7',24"Dec.Tree
+30
35'
+ (+37.10)
35'
+ (+37.54)
40'
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
App. & Exist. R/W
App. & Exist. R/W
App.
P.I. Sta. 333+49.75, B
Δ = 0°14'45" Lt.
(No Curve Run)
TBM #3
TBM #2
35' R/W & F.F.T.F.
R/W & F.F.T.F.
40' R/W
Begin Project
Sta. 331+37.50, Line B
Monument Type "B" Req'd.
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
P.I. Sta. 331+19.23, B
Δ = 4°00'00" Rt.
(No Curve Run)
Constr. Limits
Constr.Limits
Constr. Limits
+87.50
+27.50
+67.50
+25.0
+37.50
+50.0
Constr. Limits
Constr. Limits
22.03'
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
PVI STA. = 332+00.00
PVI ELEV. = 507.55
V.C. = 100'
329+00 329+50 330+00 330+50 331+00 331+50 332+00 332+50 333+00 333+50
500.84
503.08
505.31
507.25
508.60
509.66
510.72
495.73
497.87
499.35
500.84
502.86
505.21
507.18
508.24
508.72
510.00
G.R.E.T Type "OS" Req'd. Lt. 275' Lft of MGS W-Beam Guardrail, 6'-3" Post Spa. Req'd. Lt. to Sta. 334+81.25
+4.47%
+2.11%
Begin Project
Sta. 331+37.50, Line ''B''
Elev. 504.64'
Begin Incidental Construction
Sta. 330+50.00, Line ''B''
Exist. Profile
Profile Grade
+37.50
597' Farm Field Fence Req'd. Lt. to Sta. 336.+51
+54
353' Farm Field Fence Req'd. Rt.
+84
+37
+87.50
+37.50
504.64
+2.90%
+50
499.42
+00
500.71
+00
505.00
+50
506.35
+00
507.80+2.70%
+4.00%
+50
503.00
+50
+25
Begin Incidental Paving +50
Elev. = Match Existing
86 SYS of Ditch Sodding Required to Sta. 333+5488 Tons of Revetment Riprap on 117 SYS Geotextiles for Riprap, Type 2A
+2.68%
+2.58%
+4.58%
+50
509.14
Profile Grade
V-Ditch Profile Grade
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings15P&Ps
FILE...............16-3582P&PSHEET.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:16pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
PLAN & PROFILE - LINE ''B''
8
1" = 20'
1" = 5'
MATCHLINE
LINE"B"STA.333+50
A) E. SIDE SPEED LIMIT 30 SIGN POST
B) E. SIDE MM 68 SIGN POST
C) RR SPIKE IN SW. SIDE OF
PP No. 30016 (TBM No. 3)
P.I. STA. 331+19.23 "B"
MAG NAIL SET
NORTHING: 19,916.4839
EASTING: 20,078.8473
P.O.T. STA. 329+72.22 "B"
TYPE B MON. FND.
NORTHING: 20,007.5889
EASTING: 19,963.4755
P.T. STA. 328+68.94 "B"
TYPE B MON. FND.
NORTHING: 20,071.5958
EASTING: 19,882.4195
P.I. STA. 333+49.75 "B"
MAG NAIL SET
NORTHING: 19,761.3476
EASTING: 20,249.3584
A) E. SIDE SPEED LIMIT 30 SIGN POST
B) RR SPIKE IN SW. SIDE OF
PP No. 30016 (TBM No. 3)
C) CP No. 101.
A) NE. COR. R/W MON.
B) N. SIDE DO NOT SPRAY SIGN POST
C) NW. COR R/W MON.
A) SE. COR. WOOD POST
B) NE. COR. MB POST #20352
C) RR SPIKE IN SW. SIDE OF
PP No. 30014 (TBM No. 2)
88.10' 38.98'
38.32'
70.39'
86.13'
37.30'
49.36'
64.50'
79.52'LINE
"B"
S.R. 250
LINE
"B"
S.R. 250
LINE
"B"
S.R. 250
51.24'
43.61'
25.38'
LINE
"B"
S.R. 250
TBM #2 - Sta. 333+08.76 Line "B", 21.76' Lt., El. 504.80
R.R. Spike Set in S.W. Side of Pwp. No. 30014, 2' Up
TBM #3 - Sta. 330+56.90 Line "B", 16.18' Lt., El. 501.68
R.R. Spike Set in S.W. Side of Pwp. No. 30016, 1' Up
500 502 600 601
"A"
"B"
"C"
"A"
"C"
"B"
"A"
"B"
"C" "C"
"A"
"B"
All R/W and Existing Topography
Described From Line "B"
For Reviewer Only
Rip Rap
No. 2 Stone
EARTHWORK TABULATION - LINE "B"
Unclassified Excavation * 2263 CYS
Fill +25% 1273 CYS
Borrow * 141 CYS
The Estimate Quantities for Benching start at
Sta. 330+50 and end at Sta. 332+00 then start
again at Sta. 334+50 and end at Sta. 337+00
for a Total of 354 CYS for Cut and 442 CYS for
Fill and Are Not Included in Earthwork Summary.
* Assume 50% Useable Cut

9. MB
S.R. 250
TERESA KOLAS
PATRIOT VINEYARDS, LLC
MARIAN K. LIELAND
Soil Boring - B4A
Soil Boring - B3 Soil Boring - B4B
+83.8,13.5',12"CMP
+00.4,12.8',Mbox.
+82.3,28.1',W.M.
+96.9,43.6',Pwp.
+17.0,9.9',24"CMP
+44.6,23.4',Pwp.
+19.3,22.8',Pwp.
338+00
334+00
335+00
336+00
337+00
End Incidental Construction
Sta. 337+00.00, Line B
End Project
Sta. 336+50.00, Line B
Monument Type "B" Req.d'
+50
70'
70' R/W & F.F.T.F.
+58.4,17.8',Shrub&SmallTreesLine
+50
40'
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 13, T2N, R1W
Posey Township
Switzerland County, IN
+38.4,43.3',TreeLine
+50.4,29.5',F.F.T.F.
+12.5,25.8',F.F.T.F.
+97.5,40.2',15"Dec.Tree
+93.1,24.7',Shrub
+00.0,25.4',Shrub
+08.8,28.0',Shrub
+11.4,14.5',Stump
+75.5,26.2',Stump
+78.5,35.8',12"Dec.Tree
+67.4,15.5',Ret.Wall
+36.4,27.7',Ret.Wall
+15.8,18.0',36"Dec.Tree
Line B
S 47°27'26" E
Sta. 334+50 Line 'B"
End Soil Nail
Wall Construction
+76 STR. NO. 11
STR. NO. 13+44
STR. NO. 12+17
App. Section
Line
JOHN L. McCLEAN
+82.50
App.
App. Section
Line
&
App.
+ (+60.00)
(40.00')
+10
20'
TBM #1
R/W & F.F.T.F.
+ (+12.71)
R/W (40.00')
R/W
R/W
R/W
R/W
40' R/W
+20, Class II Drive
W = 12'
+84.5, Class V Drive
W = 24'
Remove
Exist. Pipe
Do Not
Disturb
Remove
Exist. Pipe
Constr. LimitsConstr. Limits
Constr. Limits
10.44'11.28'
+62.50
+22.50
+12.50
+38.00
+44.00
Constr. Limits
JOHN L. McCLEAN
Constr. Limits
Constr. Limits Constr. Limits
Constr.Limits
Constr. Limits
Constr. Limits
21.81'
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
+2.11%
+3.60%
PVI STA. = 336+00.00
PVI ELEV. = 515.99
V.C. = 100'
333+50 334+00 334+50 335+00 335+50 336+00 336+50 337+00
510.00
511.21
512.45
513.23
514.40
516.00
517.79
510.72
511.77
512.82
513.88
514.94
516.18
517.79
519.59
275 Lft of MGS W-Beam Guardrail, 6'-3" Post
Spa. Req'd. Lt. from Sta. 331+87.50 G.R.E.T Type "OS" Req'd. Lt.
519.60
End Project
Sta. 336+50.00, Line "B"
Elev. 517.79
+00
509.50 Exist. Profile
Profile Grade
50' Resurfacing
+50.00
STR. NO. 11
STR. NO. 12
Inv. In: 24" 510.62 (S)
Inv. Out: 24" 495.80 (NE)
STR. NO. 13
Inv. In: 24" 511.76 (N)
36 Lft. of 24" Pipe
@ 3% Req'd.
44 Lft. of 12" Pipe
@ 0.98% Req'd.
+62.50
+12.50
+00
514.00
+44
511.76
597' Farm Field Fence Req'd. Lt. from Sta. 329+84
+51
86 SYS of Ditch Sodding Req'd Rt. from Sta. 332+25.00
+54.00
67 SYS of Ditch Sodding Req'd. Rt.
+00.00
+00.00
78 Tons of Reventment Riprap on 104 SYS of Geotextile for Riprap, Type 2A
+44.00
End Incidental Paving +00.00
Elev. = Match Existing
+50
515.70+4.00%
+3.40%
+00
511.80
+2.29%
+19
510.62
+00
518.80 (Match Existing)
+6.19%
End Incidental Construction
Sta. 337+00.00, Line "B"
47 Lft. of 24" Pipe.
+56
509.07
+2.91%
V-Ditch Profile Grade
V-Ditch Profile Grade
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings15P&Ps
FILE...............16-3582P&PSHEET.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:16pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
PLAN & PROFILE - LINE ''B''
9
1" = 20'
1" = 5'
MATCHLINE
LINE"B"STA.333+50
TBM #1 - Sta. 336+70.46 Line "B", 22.13' Lt., El. 515.84
R.R. Spike Set in S.W. Side of Pwp. No. 11, 2' Up
P.O.T. STA. 337+00.00 "B"
MAG NAIL SET
NORTHING: 19,524.5298
EASTING: 20,507.4122
A) CPT No. 100
B) NAIL W/WASHER W. SIDE PP No.
U.T.C. INC. 81
C) RR SPIKE IN SW. SIDE OF
PP No. 11 (TBM No. 1)
36.56'
146.23' 77.90'
LINE
"B"
S.R. 250
GRAV. DR.
STONE WALL
602
"A"
"C"
"B"
All R/W and Existing Topography
Described From Line "B"
For Reviewer Only
Rip Rap
No. 2 Stone

10. S.R. 250
MARIAN K. LIELAND
329+00
330+00
331+00
332+00
333+00
Line ''B''
Line ''B''
MARIAN K. LIELANDSection 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
App. & Exist. R/W
App. & Exist. R/W
R/W
70' R/W
App.
Begin Incidental Construction
Sta. 330+50.00, Line ''B''
Begin Project
Sta. 331+37.50, Line ''B''
Monument Type "B" Req'd.
+27.50
S 51°42'11" E
S 47°42'11" E
+ (+54.40)
(39.37')
+ (+05.19)
(32.81')
+95
70'
+ (+37.10)
35'
+ (+37.54)
40'
10'
10'
9'-5"
10'4'
J
J
J
K
Reinforced Concrete
Gutter Turnout
132 Cys Coarse Aggregate, No. 2 on
793 Sys of Geotextiles For Riprap Type 2A
9 Tons Revetment Riprap on
12 Sys of Geotextiles For
Riprap Type 2A
14 Tons Revetment Riprap on
18 Sys of Geotextiles For Riprap Type 2A
K
K1
5'
4'
J
35
34
34
W
2
2'
26
26
R/W
+30
35'
35' R/W
Constr. Limits
Constr. Limits
Constr. Limits
2'
+67.50
RR
RR
2'
2'
2'
2'
+87.50
2'
P.I. Sta. 331+19.23, ''B''
Δ = 4°00'00" Rt.
(No Curve Run)
J
K
Constr. Limits
Constr.Limits
R
26
RR
68 Tons Revetment Riprap on 90 Sys
of Geotextiles for Riprap Type 2A
35
34
34
35
Constr. Limits
+87.50
Constr. Limits
Constr. Limits
S.R. 250
TERESA KOLAS
PATRIOT VINEYARDS, LLC
MARIAN K. LIELAND
334+00
335+00
336+00
337+00
MB
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 13, T2N, R1W
Posey Township
Switzerland County, IN
Line ''B''
JOHN L. McCLEAN
End Incidental Construction
Sta. 337+00.00, Line ''B''
End Project
Sta. 336+50.00, Line ''B''
Monument Type "B" Req.d'
70' R/W
App.
App. Section
Line
App. Section
Line
&
App.
+20, Class II Drive
W = 12'
+84, Class V Drive
W = 24'
S 47°27'26" E
+50
70'
+50
40'
10'
10'10'
10'10'4'
4'
2'
6'
2'
5'
4'
2
W
J
K1
+50.00
K
R
94 Tons Revetment Riprap on
125 Sys of Geotextiles For Riprap Type 2A
K
+18.50
Reset Mailbox
Mailbox
Approach
+25.2
12:1 Taper
+73.2
35
34
34
4'
2'
D
Unimproved
Surface
26
26
26
26
STR. NO. 13
38 Lft. of 24" Pipe Req'd.
24" Safety Metal End Section, 4:1, &
+44, 17.3' Rt.
STR. NO. 12
49 Lft. of 24" Pipe & 1 P.E.S. Req'd.
MH Type C-4 &
+17, 11.6' Lt.
44 Lft. of 12" RCP &
2 Pipe End Sections Req'd.
+76, 16.8' Rt.STR. NO. 11
+ (+60.00)
(40.00')
7 Tons Class I Riprap on
7 Sys of Geotextiles For Riprap Type 2A
+ (+12.71)
R/W (40.00')
+10
20'
R/W
R/W
R/W
R/W
R/W
40' R/W
R15'
R25'
R25'
R15'
Constr. Limits
C1
RR
Constr. Limits
Constr.Limits
+12.50
+62.50
+82.50
+22.50
K
Constr. Limits
+62.50
K
2'
J
2'
10'
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
J
+37.80
26
Constr. Limits
Constr. Limits
RR
53 Tons of Revetment Riprap on 70
Sys of Geotextiles for Riprap Type 2
JOHN L. McCLEAN
35
34
34 R
S.R. 250
MARIAN K. LIELAND
329+00
330+00
331+00
332+00
333+00
Line ''B''
Line ''B''
MARIAN K. LIELANDSection 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
App. & Exist. R/W
App. & Exist. R/W
R/W
70' R/W
App.
Begin Incidental Construction
Sta. 330+50.00, Line ''B''
Begin Project
Sta. 331+37.50, Line ''B''
Monument Type "B" Req'd.
+27.50
S 51°42'11" E
S 47°42'11" E
+ (+54.40)
(39.37')
+ (+05.19)
(32.81')
+95
70'
+ (+37.10)
35'
+ (+37.54)
40'
10'
10'
9'-5"
10'4'
J
J
J
K
Reinforced Concrete
Gutter Turnout
132 Cys Coarse Aggregate, No. 2 on
793 Sys of Geotextiles For Riprap Type 2A
9 Tons Revetment Riprap on
12 Sys of Geotextiles For
Riprap Type 2A
14 Tons Revetment Riprap on
18 Sys of Geotextiles For Riprap Type 2A
K
K1
5'
4'
J
35
34
34
W
2
2'
26
26
R/W
+30
35'
35' R/W
Constr. Limits
Constr. Limits
Constr. Limits
2'
+67.50
RR
RR
2'
2'
2'
2'
+87.50
2'
P.I. Sta. 331+19.23, ''B''
Δ = 4°00'00" Rt.
(No Curve Run)
J
K
Constr. Limits
Constr.Limits
R
26
RR
68 Tons Revetment Riprap on 90 Sys
of Geotextiles for Riprap Type 2A
35
34
34
35
Constr. Limits
+87.50
Constr. Limits
Constr. Limits
S.R. 250
MARIAN K. LIELAND
329+00
330+00
331+00
332+00
333+00
Line ''B''
Line ''B''
MARIAN K. LIELANDSection 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
App. & Exist. R/W
App. & Exist. R/W
R/W
70' R/W
App.
Begin Incidental Construction
Sta. 330+50.00, Line ''B''
Begin Project
Sta. 331+37.50, Line ''B''
Monument Type "B" Req'd.
+27.50
S 51°42'11" E
S 47°42'11" E
+ (+54.40)
(39.37')
+ (+05.19)
(32.81')
+95
70'
+ (+37.10)
35'
+ (+37.54)
40'
10'
10'
9'-5"
10'4'
J
J
J
K
Reinforced Concrete
Gutter Turnout
132 Cys Coarse Aggregate, No. 2 on
793 Sys of Geotextiles For Riprap Type 2A
9 Tons Revetment Riprap on
12 Sys of Geotextiles For
Riprap Type 2A
14 Tons Revetment Riprap on
18 Sys of Geotextiles For Riprap Type 2A
K
K1
5'
4'
J
35
34
34
W
2
2'
26
26
R/W
+30
35'
35' R/W
Constr. Limits
Constr. Limits
Constr. Limits
2'
+67.50
RR
RR
2'
2'
2'
2'
+87.50
2'
P.I. Sta. 331+19.23, ''B''
Δ = 4°00'00" Rt.
(No Curve Run)
J
K
Constr. Limits
Constr.Limits
R
26
RR
68 Tons Revetment Riprap on 90 Sys
of Geotextiles for Riprap Type 2A
35
34
34
35
Constr. Limits
+87.50
Constr. Limits
Constr. Limits
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings25CDs
FILE...............16-3582CDSHEET.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:17pm
of
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DESIGN ENGINEER
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RECOMMENDED
CHECKED:
DRAWN:
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DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
CONSTRUCTION DETAILS
10
1" = 20'
N/A
MATCHLINE
LINE"B"STA.333+50
MATCHLINE
LINE"B"STA.333+50
All R/W Described From Line "B"
K 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm on
330#/Syd. QC/QA-HMA, 2, 64, Base, 19.0mm on
3" Compacted Aggregate, No. 53 on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with Compacted
Aggregate, No. 53)
LEGEND
26 Mulched Seeding, R
W Wall, Soil Nail
RR Revetment Riprap
J 10" Compacted Aggregate, No. 53
R 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm on
1.5" Asphalt Milling
34 Line, Paint, Solid, White, 4 in.
35 Line, Paint, Solid, Yellow, 4 in.
K1 165#/Syd. QC/QA-HMA, 3, 64, Surface, 9.5mm on
275#/Syd. QC-QA-HMA, 2, 64, Intermediate, 19.0mm on
6" Compacted Aggregate, No. 53 on
Subgrade Treatment Type IC
(12" of Subgrade Excavated & Replaced with Compacted
Aggregate, No. 53)
D HMA for Approaches:
165#/Syd. HMA Surface Type B on
385#/Syd. HMA Intermediate Type B on
Subgrade Treatment Type II
C1 Class 1 Riprap
2 Coarse Aggregate, No. 2 Stone
Rip Rap
No. 2 Stone
LEGEND NOTE:
Erosion Control Blanket to be placed on all Slopes Steeper than 3:1.

11. +90.00
Line ''B'' (1)
S 47°42'11" E
Line ''B'' (2)
S 47°42'11" E
4'-4"
5'
4'-6"
Constr. Limits
2' 2
RR
RR
W
W
Constr. Limits
RR RR
RF
RF
P.G.
Top of Wall (P.G. -1.63')
BEGINWALL
STA.332+00
ENDWALL
STA.334+50
Bottom of Wall
6" Coarse
Aggregate, No. 2
Proposed Ground Line at Face of Wall
Limits of Revetment Riprap
(Minimum Vertical Thickness 2' Typ.)
2:1
2:1
6"
2'MIN.
+00
505.91
+50
494.00
+00
496.00
+25
496.00
+50
511.39
250'
+25
495.00
+75
495.00
+50
496.00
+00
494.00
+75
495.00
+00
495.00
+25
495.00
+50
495.00
+21
497.77+19
497.30
Combination Wall
11
COMBINATION WALL DETAILS
AS NOTED
AS NOTED
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings25CDs
FILE...............16-3582SoilNailWallDetails.dwg
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RECOMMENDED
CHECKED:
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CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
SOIL/ROCK NAIL WALL PLAN
Sta. 331+100 To Sta. 335+90
Scale: 1"=20'
COMBINATION REINFORCED FILL AND SOIL/ROCK NAIL WALL ELEVATION
Sta. 332+100 To Sta. 334+50
Scale: 1" = 20' (H)
1" = 4' (V)
NOTES
1. Bottom of Wall Elevations shown are back of Combination Wall and are for information
purposes only
2. The Combination Wall shall have a uniform Shotcrete Facing on Front of Wall
LEGEND
Reinforced FillRF
2 Coarse Aggregate, No. 2 Stone
W Soil Nail Wall
Revetment PiprapRR

12. 495
491
492
493
494
496
497
498
500
505
499
501
502
503
504
506
490
495
500
491
492
493
494
496
497
498
499
505
501502503
504
506
485
490
495
500
483
484
486
487
488
489
491
492
493
494
496
497
498
499
505
501
502
503
504
495
500
491
492
493
494
496
497
498
499
500
500
505
510
501502503504
506
507
508
509
510
515
506507508509
511
512
513
514
510
507 508
509
511
512
515
513
514
516
517
330+00
331+00
332+00
333+00
334+00
Begin Filter Berm
Sta. 330+54 ''B''
TSFB
FB
2
TS
TS
Begin Incidental Construction
Sta. 330+50.00, Line ''B''
+99.8
S.R. 250 Line ''B''
MARIAN K. LIELAND
MARIAN K. LIELAND TERESA KOLAS
+ (+54.40)
(39.37')
+ (+05.19)
(32.81')
+95
70'
+30
35'
+ (+37.10)
35'
+ (+37.54)
40'
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
Begin Project
Sta. 331+37.50, Line ''B''
MARIAN K. LIELAND
MB
+78 STR. NO. 11
Flow To Wade Creek
HS HS
TS
RR
RR
CD
CD
RR
RR
+31.1
App. & Exist. R/W
App.
&
Exist. R/W
App.
70' R/W
R/W
35' R/W
40' R/W
Constr. Limits
Constr. Limits Constr. Limits
Constr. Limits
Constr.Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
CD
CD
510
515
506
507
508
509
511
512
513
514
516
500
498
499
501
502
503
504
490
495
487
488
489
491
492
493
494
505
510
506
507
508
509
511
512
520518
519
521
515
520
516
517
518
519
513
514
518
335+00
336+00
337+00
338+00
TS
TS
FB
TS
End Incidental Construction
Sta. 337+00.00, Line ''B''
S.R. 250Line ''B''
PATRIOT
VINEYARDS, LLC
MARIAN K. LIELAND
+50
70'
+50
40'
JOHN L. MCLEAN
End Project
Sta. 336+50.00, Line ''B''
Section 12, T2N, R1W
Posey Township
Switzerland County, IN
Section 13, T2N, R1W
Posey Township
Switzerland County, IN+ (+60.00)
(40.00')
+10
20'
+ (+12.71)
40'STR. NO. 13+44
STR. NO. 12+17
Diffuser (Energy
Dissipator) On Bank
Geotextile Under Riprap
Dewatering
Pump
Intake Hose
Stream
Diversion
Pump
Intake
Hose
Discharge
Hose
Filter Bag on Leveling
Pad with Filter Fabric
Storm Water Leaves
Site Via Swale to
Wade Creek
Sump Pool
(12" to 18" Deep, 2' Dia.)
Discharge
Hose
RR
RR
SD
SD
CD
P
P
End Filter Berm
Sta. 336+55 ''B''
JOHN L. MCLEAN
App. Section
Line
&
App.
70' R/W
R/W
R/W
R/W
40' R/W
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings50EC10ErosionControlPlans
FILE...............16-3582ECSheet.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:18pm
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635
12TEMPORARY EROSION &
SEDIMENT CONTROL
1" = 20'
N/A
MATCHLINE
LINE"A"STA.334+68
MATCHLINE
LINE"A"STA.334+68
LEGEND
TS Temp. Seed Mixture
FB Filter Berm
CD Modified Check Dam
HS Horseshoe Rock Berm
RR Riprap
2 Coarse Aggregate, No. 2 Stone
NOTES:
1. Construction Entrances to be placed near Sta. 331+00 Lt and near
Sta. 336+00 Lt as determined by Contractor and Approved by
Engineer.
2. Q=26 cfs for Temporary Pump around Dewatering System.
SD
Cofferdam Or Plastic Wrap
Sandbags Over Geotextile Req'd.

13. 13
N/A
N/A
MISCELLANEOUS TABLES
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings85TablesTablesforPlanSet
FILE...............16-3582AppTable.dwg
DIMSCALE..1LTSCALE....20
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635

14. 14
N/A
N/A
MISCELLANEOUS TABLES
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings85TablesTablesforPlanSet
FILE...............16-3582AppTable.dwg
DIMSCALE..1LTSCALE....20
PLOTTEDBY..BSwanson
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070R-38635

15. 330
+
00
490
495
500
505
510
515
490
495
500
505
510
515
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
330
+
50
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
Begin Incidental Construction
Sta. 330+50.00 Line "B"
EXST.R/WEXST.R/W
EXST.R/W
PROP.R/W
499.35
500.84
500.54
Ac = 40.7
Vc = 0
Af = 0.4
Vf = 0
3:1
2:1
498.79
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:19pm
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
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DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
15
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

16. 331
+
00
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
331
+
50
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/W
PROP.R/W
Begin Project
Sta. 331+37.50 Line "B"
502.86
503.08
505.21
505.31
Ac = 45.5
Vc = 77.1
Af = 21.8
Vf = 44.0
Ab = 25.3
Vb = 45.6
Ac = 37.8
Vc = 72.7
Af = 25.7
Vf = 24.2
Ab = 23.9
Vb = 0
501.00
3:1
2:1
3:1
3:1
2:1
3:1
503.19
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
16
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

17. 332
+
00
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
332
+
25
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
-2.0%
507.18
507.25
507.75
508.00
Ac = 185.7
Vc = 214.1
Af = 0
Vf = 20.2
Ab = 0
Vb = 23.4
Ac = 197.5
Vc = 177.4
Af = 0
Vf = 0
505.68
3:1
2:1
3:1
2:1
505.00
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
17
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

18. 332
+
50
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
332
+
75
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
-2.0%
508.24
508.60
508.55
509.13
Ac = 150.3
Vc = 163.8
Af = 0.5
Vf = 0.5
Ac = 203.4
Vc = 185.6
Af = 0.5
Vf = 0.2
506.92
3:1
2:1
3:1
2:1
506.35
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:19pm
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
18
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

19. 333
+
25
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
333
+
00
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
-2.0%
508.72
509.66
509.31
510.19
Ac = 168.4
Vc = 146.5
Af = 0.6
Vf = 0.6
Ac = 148.1
Vc = 138.1
Af = 0.6
Vf = 0.5
508.23
3:1
2:1
3:1
2:1
507.50
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:19pm
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
19
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

20. 333
+
50
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
333
+
75
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
-2.0%
510.00
510.72
510.59
511.24
Ac = 164.2
Vc = 156.3
Af = 0
Vf = 0.2
Ac = 173.4
Vc = 158.2
Af = 0.4
Vf = 0.5
Str. No. 11
3:1
2:1
508.96
-0.5% +13.1% +22.5% +18.6%
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:19pm
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HORIZONTAL SCALE
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RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
20
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

21. 333
+
84
485
490
495
500
505
510
515
520
525
485
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
334
+
00
485
490
495
500
505
510
515
520
485
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
-2.0%
510.83
511.44
511.21
511.77
+84, Class V Drive Required Rt
Ac = 215.6
Vc = 116.4
Af = 2.7
Vf = 0.8
Ac = 177.1
Vc = 56.9
Af = 0.0
Vf = 0.0
Str. No. 11
Str. No. 11
-1.9% +10.0%
+19.9%
+2.2%
509.50
2:1
3:1
2:1
3:1
509.35
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
21
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

22. 334
+
25
490
495
500
505
510
515
520
490
495
500
505
510
515
520
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
334
+
50
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
-2.0%
511.83
512.30
512.45
512.82
Ac = 16.5
Vc = 107.5
Af = 143.5
Vf = 66.7
Ab = 40.5
Vb = 0
Ac = 215.8
Vc = 199.7
Af = 0.6
Vf = 1.5
3:1
2:1
510.53
510.07
3:1
2:1
3:1
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
22
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

23. 335
+
00
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
335
+
14
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/W
PROP.R/W
PROP.R/W
513.23
513.88
513.53
514.17
RANGE PROFILE AT STA. 335+14
TO SHOW PROPOSED STORM SYSTEM
Ac = 35.5
Vc = 48.1
Af = 163.7
Vf = 284.4
Ab = 73.3
Vb = 105.4
PROP.R/W
3:1
2:1
511.80
3:1
Inv. 495.80
3:1
Str. No. Pipe - (17)
Inv. In: 24" 510.62 (S)
STR. NO. 12
Inv. Out: 24" 495.80 (NE)
-1.6%
+10.2%
+22.0%
Inv. 495.50
+12.5%
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
23
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

24. 335
+
44
490
495
500
505
510
515
520
525
490
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
335
+
20
495
500
505
510
515
520
525
495
500
505
510
515
520
525
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/WPROP.R/W
+20, Class II Drive Rt
513.67
514.30
514.81
514.25
Ac = 66.7
Vc = 34.7
Af = 171.5
Vf = 162.4
Ab = 33.3
Vb = 36.3
Ac = 11.3
Vc = 17.3
Af = 193.9
Vf = 132.4
Ab = 48.3
Vb = 45.0
Str. No. 12 Pipe - (18)
Inv. 510.62 (S)
3:1
2:1
-2.0%
+10.0%
+22.0%
+13.4%
Str. No. 12 Pipe - (18)
Inv. 510.62 (S)
Str. No. 12 Pipe - (18)
Inv. In 495.80
Inv. Out 495.50
Str. No. 12 Pipe - (1)
Offset 26.11' Rt
Elev. 511.76
Offset 22.45' Rt
Elev. 511.76
Str. No. Pipe - (17)
Inv. In 495.80
Inv Out 495.50
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
24
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

25. 335
+
50
495
500
505
510
515
520
525
530
495
500
505
510
515
520
525
530
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
336
+
00
495
500
505
510
515
520
525
530
495
500
505
510
515
520
525
530
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/WPROP.R/W
PROP.R/W
PROP.R/W
514.40
514.94
516.00
516.18
Ac = 45.7
Vc = 72.1
Af = 67.8
Vf = 183.1
Ab = 35.3
Vb = 58.7
Ac = 32.2
Vc = 11.0
Af = 130.0
Vf = 33.5
Ab = 28.1
Vb = 6.8
512.77
514.00
3:1
3:1
2:1
2:1
3:1
3:1
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
25
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'

26. 337
+
00
500
505
510
515
520
525
530
500
505
510
515
520
525
530
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
336
+
50
505
510
515
520
525
530
505
510
515
520
525
530
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75051015202530354045505560657075
PROP.R/W
PROP.R/W
PROP.R/W
End Incidental Construction
Sta. 337+00.00 Line "B"
517.80
517.80
Ac = 36.3
Vc = 75.9
Af = 0
Vf = 62.8
Ab = 0
Vb = 32.7
Ac = 0
Vc = 33.6
Af = 0
Vf = 0
3:1
2:1
515.71
DIRECTORY....F:201616-3582StateRoad25030SheetDrawings90CrossSec10Mainline
FILE...............16-3582XSECLINEB.dwg
DIMSCALE..1LTSCALE....1
PLOTTEDBY..BSwanson
DATE.............Apr05,2019-12:20pm
of
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
DATE
SHEETS
PROJECT
DESIGNATION
BRIDGE FILE
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
CHECKED:
DRAWN:
CHECKED:
DESIGNED:
INDIANA
DEPARTMENT OF TRANSPORTATION
MWH
JE
WCS
MWH
N/A
1500070
26
1500070
26
CROSS SECTIONS - LINE ''B''
1" = 5'
1" = 5'