road plans - indiana2520 lincoln drive vectren energy delivery of indiana [email protected] 812)...
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CONTRACT
PROJECT DESIGNATION
(INDIANA DEPARTMENT OF TRANSPORTATION
TO BE USED WITH THESE PLANS)
FEDERAL HIGHWAY ADMINISTRATION
APPROVED:
DATE
DIVISION ADMINISTRATOR
PLANS
PREPARED BY:
APPROVED
FOR LETTING:
DATE
DATE
U.S. DEPT. OF TRANSPORTATION
DWG. NO.
of
SHEET NO.
BRIDGE FILE
DESIGNATION
CONTRACT PROJECT
PROJECT LOCATION SHOWN BY
LOCATION MAP
TI-01
KIN DESIGNATION NUMBERS
END CONSTRUCTION
1" = 1000’
1
CLARK COUNTY, INDIANA
GROSS LENGTH: 0.674 mi.
NET LENGTH: 0.674 mi.
MAXIMUM GRADE: 1.23%
INDIANA
DEPARTMENT OF
TRANSPORTATION
ROAD PLANS
COMPANY NAME
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256-3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
UTICA TOWNSHIP
OHIO
RIV
ER
STANDARD SPECIFICATIONS DATED 2012
LONGITUDE: 85°40’2"WLATITUDE: 38°20’57"N
CERTIFIED BY:
PLANS
0810242
HYDROLOGIC UNIT CODE: 05140101100010
0810242
ROUTE: S.R. 265 FROM: R.P. 12.12 TO: R.P. 11.41
0810242
0810242
INDIANA DEPARTMENT OF TRANSPORTATION
0900254
BRIDGE FILE
265-10-9604
PROJECT NO. 0810242 CONST.
PROJECT NO. 0810242 R/W
PROJECT NO. 0810242 P.E.
265-10-9604
DATA SEE SHEET NO. 2
NOTE: FOR INDEX OF SHEET, NO. ’S AND TRAFFIC
BRIDGE PLANS - SALEM ROAD OVER S.R. 265
LINE "LS-1"
P.O.T. STA. 39+79.57
PROJECT NO. 0810242
American Structurepoint, Inc.
34
DECEMBER 30, 2011
FINAL SUBMITTAL
24
37
36
35
22
S.R. 265S.R. 2
65
LINE "A"S.R. 265
SA
LE
M
RD.
S.R. 62
SE
LLE
RS
BUR
G R
D.
UTIC
A - BEGIN CONSTRUCTION
BEGIN PROJECT
END PROJECT
"LS-1"
LIN
E
25
NOT FOR CONSTRUCTION
STRUCTURE NO. 20
DES. NO. 0900254
PROJECT NO. 0810242
DES. NO. 0810242
LINE "A"
P.O.C. STA. 260+17.00
PROJECT NO. 0810242
LINE "LS-1"
P.O.T. STA. 11+95.00
PROJECT NO. 0810242
RAMP "NWR"
RAMP "SWR"
RAMP "SER"
RAMP "NER"
DES. NO. 0810242
LINE "A"
P.O.T. STA. 295+79.00
PROJECT NO. 0810242
Interchange in Illinois Grant, Survey 17, Utica Township, Clark County, Indiana
Approximately 2.2 Miles to the Northeast of the Existing S.R. 265 & S.R. 62
A New Interchange For Proposed Salem Road over Proposed S.R. 265 Located
DD 16 - IN
ST #2699
AS
HB
UR
N
JO
HN
NIE & D
ON
NA J.
INDEX & GENERAL NOTES
NA
NA
**
IX-01
NO.SHEET DESIGNATION
SHEET
NO.
DRAWING
1
DATENO. DESCRIPTION
IF NECESSARY TO DETERMINE THE ACTUAL EXCAVATION QUANTITIES.
OF THE PAVING CONTRACT. HOWEVER, PARTIAL OR COMPLETE CROSS SECTIONS SHALL BE TAKEN
THE FINAL CROSS SECTIONS OF THE GRADING CONTRACT WILL BE THE ORIGINAL CROSS SECTIONS
THE PAPER RELOCATION WILL BE CROSS SECTIONED BY THE ENGINEER BEFORE CONSTRUCTION.
REPRESENTS GENERAL NOTES REQUIRED.
TITLE SHEET
INDEX AND GENERAL NOTES
PLAN AND PROFILE
TI-01
IX-01
34
2
REVISIONS
GENERAL NOTES DRAWING INDEX
SE-01 SUPERELEVATION DIAGRAMS
JSB EAK
WSL WSL
**
OF THE PLANS IN THIS RESPECT IS NOT GUARANTEED BY AMERICAN STRUCTUREPOINT.
ACCORDING TO INFORMATION OBTAINED FROM THE VARIOUS UTILITY COMPANIES. THE ACCURACY
THE PLANS SHOW SOME OF THE UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT
GEOMETRIC LAYOUT SHEETS
TYPICAL CROSS SECTIONS
GLP-01 TO 03
V-01 TO 11
TS-01 TO 05
PN-01 TO 11
EB S.R. 265 TO SALEM RD.
WB S.R. 265 TO SALEM RD.
SALEM ROAD TO EB S.R. 265
SALEM ROAD TO WB S.R. 265
SALEM ROAD INTERCHANGE
ROADWAY ALIGNMENT
RAMP "NER"
RAMP "SWR"
RAMP "SER"
RAMP "NWR"
LINE "A"
LINE "A"
A.A.D.T. 2030 D.H.V. 2030SPEEDDESIGN
12
12
70
70
45
45
TRAFFIC DATA
TRUCKS% A.D.T.
TRUCKS% D.H.V.
(FREEWAY)NEW CONSTRUCTION
(FREEWAY)NEW CONSTRUCTION
LINE "LS-1"
LINE "LS-1"(NON-FREEWAY)
NEW CONSTRUCTION
S.R. 265 EAST OF SALEM RD. EB
S.R. 265 EAST OF SALEM RD. WB
45LINE "LS-1"
45LINE "LS-1"
LINE "A"
LINE "A"
70
70
S.R. 265 WEST OF SALEM RD. EB
S.R. 265 WEST OF SALEM RD. WB
SALEM ROAD NORTH OF S.R. 265 NB
SALEM ROAD NORTH OF S.R. 265 SB
SALEM ROAD SOUTH OF S.R. 265 NB
SALEM ROAD SOUTH OF S.R. 265 SB
CLASSIFICATIONFUNCTIONAL
ARTERIALPRINCIPAL
V.P.D. V.P.H. mph
CRITERIADESIGN
PROJECT
CONTROLACCESS
URBANRURAL /
TERRAIN
URBAN FULL
PARTIALFULL/
DESIGN DATA
45, 55
45, 55
45, 55
COLLECTOR(SUBURBAN)
URBAN
RAMPSINTERCHANGE
11 SC-01 CONTROL POINTS AND REFERENCE TIES
45, 55
WHERE OTHERWISE SPECIFIED.
SEEDING MIXTURE,R TO BE PLACED ON ALL DISTURBED EARTH AREAS EXCEPT
UTILITIES
TELECOMMUNICATIONS
2
3-7
8-10
12-33
XS-01 TO 26
XS-01 TO 25
XS-01 TO 14
XS-01 TO 11
XS-01 TO 10
XS-01 TO 15
CROSS SECTIONS - Line "A"
CROSS SECTIONS - Line "LS-1"
CROSS SECTIONS - Ramp "NER"
CROSS SECTIONS - Ramp "NWR"
CROSS SECTIONS - Ramp "SER"
CROSS SECTIONS - Ramp "SWR"
15
15
7
8
8
11
26000
26000
19500
19500
3600
3300
3400
2800
RURAL ROLLING FULL
1500
8000
8000
1500
200
600
700
200
13
2
3
11
9
2
1
9
ROLLING
6000
6000
3600
3600
500
500
350
350
3
3
6
6
2
2
3
3
ROLLING
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INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
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SHEET NO.
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0810242
0810242
DWG. NO.
265-10-9604
34
UTILITIES
WATER
(317) 402-2745
Attn: Jim Shields
Kokomo, IN 46902
1619 West Defenbaugh Street
Duke Energy
ELECTRIC
MISCELLANEOUS AGENCIES
TELECOMMUNICATIONS
GAS PIPELINES
(812) 948-7179
Attn: Monte Gullion
New Albany, IN 47150
510 E. Spring St.
P.O. Box 1405
AT&T Indiana
(502) 639-6838
Attn: Nathen Howerton
Louisville, KY 40229
4701 Commerce Crossings Drive
Insight Communications
(502) 836-5921
Attn: Rick Stephens
Charlestown, IN 47111
4010 HWY 3
Level 3 Communications
(812) 246-5416
Attn: Glenn Freeman
Jeffersonville, IN 47130
4106 Utica-Sellersburg Road
Watson Water
(502) 445-1934 (cell)
(812) 948-4954 (office)
Attn: Paul Schroeder
Clarksville, IN 47129
2520 Lincoln Drive
Vectren Energy Delivery of Indiana
812) 248-7504
Attn: Larry Edwards
Sellersburg, IN 47172
7810 SR 60
Clark County REMC
(904) 366-3057
Attn: Leslie L. Scherr
JACKSONVILLE, FL 32202
500 WATER STREET
CSX Transportation
(812) 283-9662
Attn: Scott Stewart
Jeffersonville, IN 47130
5100 Port Rd.
Ports of Indiana- Jeffersonville
SANITARY
(812) 285-6451
Attn: Len Ashack
Jeffersonville, IN 47130
1420 Pennsylvania Ave.
City of Jeffersonville
TS-01
WSL
EAK
WSL
JSB 3
1" = 10’
TYPICAL CROSS SECTIONS
LINE "A"
N/A
N/A
S
3:1 Max.
SHOULDER
3:1 Max.
O
1’-0’’
4%
U
CLEAR ZONE
26
2’-0’’
2’-8’’ GROUND
EXISTING
6:1 Max.
S
LINE "A"
S.R. 265 SUPERELEVATED LEFT
e%e%
1’-0’
6:1 Max.
O
U
6:1 Max.
1’-0’
2’-0’
O
U
e%e%
S
e%e%
4’-0’4’-0’4’-0’
26
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND
4’-0’’4’-0’’4’-0’’4’-0’’
SHDR SHDR
3:1 Max.
GROUND
EXISTING
ROTATION
AXIS OF
GRADE &
PROFILE
ROTATION
AXIS OF
GRADE &
PROFILE
12’-0’’
SHOULDER
VARIES
4%
12’-0’’12’-0’’ VARIES VARIES
SHARED-USE
PATH
2’-6’’2’-0’’
C
1
5’-0"
3:1 Max.
6:1 Max.
26
VARIES4’-0’VARIES VARIES
RAMP "NER"TRAVEL LANE
VARIES%
GORE
VARIES%
VARIES 4’-0’ VARIES
L
GORE
VARIES%
13’-0’’
RAMP "SER"
TRAVEL LANE
VARIES
VARIES%
1
2
3 4 5
6
CONSTANT 16’-0" FROM STA. 264+00.00 TO STA. 267+19.43
VARIES FROM 12’-0" @ STA. 261+00.00 TO 18’-0" @ STA. 264+00.00
CONSTANT 12’-0" FROM STA. 260+17.00 TO STA. 261+00.00
2
CONSTANT 6.6% FROM STA. 264+32.59 TO STA. 267+19.43
VARIES FROM 3.463% @ STA. 263+24.42 TO 6.6% @ STA. 264+32.59
CONSTANT 3.463% FROM STA. 260+17.00 TO STA. 263+24.42
3VARIES FROM 2’-0" @ STA. 264+00.00 TO 22’-0" @ STA. 267+19.43
CONSTANT 0’-0" FROM STA. 260+17.00 TO STA. 264+00.00
6
CONSTANT 16’-0" FROM STA. 263+76.07 TO STA. 266+21.59
VARIES FROM 12’-0" @ STA. 260+69.39 TO 20’-0" @ STA. 263+76.07
CONSTANT 12’-0" FROM STA. 260+17.00 TO STA. 260+69.395
4VARIES FROM 4’-0" @ STA. 263+76.07 TO 22’-0" @ STA. 266+21.59
CONSTANT 0’-0" FROM STA. 260+17.00 TO STA. 263+76.07
VARIES FROM 3.463% LT @ STA. 264+10.38 TO 2.8% RT @ STA. 266+21.59
CONSTANT 3.463% LT FROM STA. 260+17.00 TO STA. 264+10.38
S
LINE "A"
S.R. 265 SUPERELEVATED LEFT
e%e%
1’-0’
6:1 Max.
O
U
6:1 Max.
1’-0’
2’-0’
O
U
e%e%
S
e%e%
4’-0’4’-0’4’-0’
26
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND
3:1 Max.
GROUND
EXISTING
ROTATION
AXIS OF
GRADE &
PROFILE
ROTATION
AXIS OF
GRADE &
PROFILE
12’-0’’
SHOULDER
VARIES
4%
12’-0’’12’-0’’
SHARED-USE
PATH
2’-6’’2’-0’’
C
5’-0"
3:1 Max.
6:1 Max.
26
VARIES4’-0’VARIES
L
GORE
VARIES%
13’-0’’
RAMP "SER"
TRAVEL LANE
VARIES
VARIES%
1
2
3
3:1 Max.
4%
SHOULDER
12’-0’’
1’-0’’
U
O
CLEAR ZONE
26
2’-0’’ 2’-8’’
SEE RAMP "NER"
3:1 Max.
6:1 Max.
VARIES 4’-0’ VARIES
3:1 Max.
CLEAR ZONE
26
2’-8’’
SEE RAMP "NER"
3:1 Max.
6:1 Max.
VARIES 4’-0’ VARIES
S
S.R. 265 SUPERELEVATED LEFT
e%e%
1’-0’
6:1 Max.
O
U
6:1 Max.
1’-0’
2’-0’
O
U
e%e% e%e%
4’-0’4’-0’4’-0’
26
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND
ROTATION
AXIS OF
GRADE &
PROFILE
ROTATION
AXIS OF
GRADE &
PROFILE
12’-0’’12’-0’’
2’-0’’
4%
SHOULDER
12’-0’’
1’-0’’
U
O
2’-0’’
LINE "A"
CL
OR RAMP "NWR"
3:1 Max.
CLEAR ZONE
26
2’-8’’
SEE RAMP "SER"
3:1 Max.
6:1 Max.
VARIES4’-0’VARIES
4%
SHOULDER
12’-0’’
1’-0’’
U
O
2’-0’’
OR RAMP "SWR"
A1
A1
A1A1
A1A1
A1A1
A1
23’-3’’23’-3’’
27’-3’’ 27’-3’’
23’-3’’
27’-3’’
23’-3’’
27’-3’’
4’-0’’4’-0’’
SHDR
4’-0’’4’-0’’
SHDR
23’-3’’
27’-3’’
23’-3’’
27’-3’’
4’-0’’4’-0’’
SHDR
4’-0’’4’-0’’
SHDR
7
7
CONSTANT 8’-0" FROM STA. 266+19.40 TO STA. 266+21.59
VARIES FROM 12’-0" @ STA. 265+20.99 TO 8’-0" @ STA. 266+19.40
CONSTANT 12’-0" FROM STA. 260+17.00 TO STA. 265+20.99
STA. 260+17.00 TO STA. 266+21.59 LINE "A" (emax = 3.463%)
STA. 266+21.59 TO STA. 267+19.43 LINE "A" (emax = 3.463%)
STA. 267+19.43 TO STA. 284+52.81 LINE "A" (emax = 3.463%)
SHDR
SHDR
2%
F1
2%
F1
65
65
* SEE CROSS SECTIONS FOR SIDE SLOPES
CLEAR ZONE
S
S.R. 265 SUPERELEVATED LEFT
e%e%
1’-0’
6:1 Max.
O
U
6:1 Max.
1’-0’
2’-0’
O
U
e%e% e%e%
4’-0’4’-0’4’-0’
26
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND
ROTATION
AXIS OF
GRADE &
PROFILE
ROTATION
AXIS OF
GRADE &
PROFILE
12’-0’’12’-0’’
2’-0’’
4%
SHOULDER
12’-0’’
1’-0’’
U
2’-0’’
LINE "A"
CL
CLEAR ZONE
4%
SHOULDER
12’-0’’
1’-0’’
U
2’-0’’
A1A1
23’-3’’
27’-3’’
23’-3’’
27’-3’’
4’-0’’4’-0’’
SHDR
4’-0’’4’-0’’
SHDR
TYPICAL SECTION WITH OVERHEAD BRIDGES
8:1
70
8:1
70
2’-6"
2’-6"
B
B
B
B
BB
BB
S
S
SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05SEE TABLE ON DWG.NO. TS-05
6’-0’
6’-0’
LEGEND
A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
SUBGRADE TREATMENT, TYPE xx
UNDERDRAIN, 6"U
S
26
62
66
SODDING, NURSERY 70
72
M.S.E. RETAINING WALL
W-BEAM GUARDRAIL
71 REINFORCED CONCRETE MOMENT SLAB, XX
CONCRETE BARRIER, 33", MODIFIED
CONCRETE BARRIER, 45", MODIFIED
B SUBBASE FOR PCCP
J 65 CONCRETE BARRIER, 45"
F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)
61 CONCRETE BARRIER, 33"
FULL DEPTH HMA SHOULDER (TO BE DETERMINED)
P:\IN
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12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:11 P
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SHEET NO.
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0810242
0810242
DWG. NO.
265-10-9604
34
TS-02
WSL
EAK
WSL
JSB 4
1" = 10’
TYPICAL CROSS SECTIONS
LINE "A"
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12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:13
PM
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SHEET NO.
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0810242
0810242
DWG. NO.
265-10-9604
34
2% 2%4% 2%2% 4%
1’-0’ 1’-0’1’-0’
2’-0’ 2’-0’ 2’-0’
1’-0’
2’-0’
27’-3’27’-3’
C
LINE "A"
GRADE
PROFILE
GRADE
PROFILE
A1
U
OO
US
26
OA1
U SU
O
S.R. 265 NORMAL CROWN
6:1 Max.6:1 Max.
2%2%
2’-8’’
2626
2’-8’’
4’-0’ 4’-0’ 4’-0’
L
STA. 284+52.81 TO STA. 288+05.84 LINE "A"
6:1 Max.6:1 Max.
3:1 Max.
SEE RAMP "SWR"
3:1 Max.
VARIES4’-0’VARIES
3:1 Max.
SEE RAMP "NWR"
3:1 Max.
VARIES 4’-0’ VARIES
2% 2%4% 2%2%4%
1’-0’ 1’-0’1’-0’
2’-0’ 2’-0’ 2’-0’
1’-0’
2’-0’
27’-3’27’-3’
C
LINE "A"
GRADE
PROFILE
GRADE
PROFILE
A1
U
OO
US
26
OA1
U S
U
O
S.R. 265 NORMAL CROWN
6:1 Max.6:1 Max.
2%2%
2’-8’’
2626
2’-8’’
4’-0’ 4’-0’ 4’-0’
L
STA. 288+05.84 TO STA. 289+20.00 LINE "A"
6:1 Max.6:1 Ma
x.
3:1 Max.
SEE RAMP "SWR"
3:1 Max.
VARIES4’-0’VARIES
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES23’-3’’ 4’-0’’4’-0’’
SHDR
12’-0’’ 12’-0’’ VARIES
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND SHOULDER
12’-0’’
SHOULDER
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
4’-0’’4’-0’’
SHDR
23’-3’’
12’-0’’
SHOULDER
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
4’-0’’4’-0’’
SHDR
23’-3’’ 23’-3’’ 4’-0’’4’-0’’
SHDR
12’-0’’
TRAVEL LANE
WESTBOUND
12’-0’’
TRAVEL LANE
WESTBOUND
12’-0’’
SHOULDER
VARIES
RAMP "NWR"TRAVEL LANE
GORE
8 9
VARIES
CLEAR ZONE
VARIES% VARIES%
10
11
2% 2%4%
2%2%4%
1’-0’ 1’-0’1’-0’
2’-0’2’-0’ 2’-0’
1’-0’
2’-0’
27’-3’27’-3’
C
LINE "A"
GRADE
PROFILE
GRADE
PROFILE
A1
U
O
O
U
S
26
OA1
U S
U
O
S.R. 265 NORMAL CROWN
6:1 Max.6:1 Max.
2%2%
2’-8’’
2626
2’-8’’
4’-0’ 4’-0’ 4’-0’
L
STA. 289+20.00 TO STA. 295+79.00 LINE "A"
6:1 Max.6:1 Max.
3:1 Max.
3:1 Max.
VARIES4’-0’VARIES
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES23’-3’’ 4’-0’’4’-0’’
SHDR
12’-0’’ 12’-0’’ VARIES
TRAVEL LANE
WESTBOUND
TRAVEL LANE
WESTBOUND SHOULDER
12’-0’’
TRAVEL LANE
EASTBOUND
12’-0’’
TRAVEL LANE
EASTBOUND
4’-0’’4’-0’’
SHDR
23’-3’’ VARIES
RAMP "NWR"TRAVEL LANE
GORE
8 9
VARIES
CLEAR ZONE
VARIES% VARIES%
10
11
GORE
15
VARIESVARIES
RAMP "SWR"TRAVEL LANE
13
VARIES
SHOULDER
12
VARIES%VARIES%
CLEAR ZONE
14
13
14
15
12
10
9
8
11
CONSTANT 0’-0" FROM STA. 290+60.00 TO STA. 295+79.00
VARIES FROM 22-0" @ STA. 288+05.84 TO 2’-0" @ STA. 290+60.00
VARIES FROM 12’-0" @ STA. 296+60.00 TO 10’-2�" @ STA. 295+79.00
CONSTANT 12’-0" FROM STA. 293+60.00 TO STA. 296+60.00
VARIES FROM 18’-0" @ STA. 290+60.00 TO 12’-0" @ STA. 293+60.00
CONSTANT 16’-0" FROM STA. 288+05.84 TO STA. 290+60.00
CONSTANT 3.0% FROM STA. 290+94.78TO STA. 295+79.00
VARIES FROM 8.0% @ STA. 288+50.25 TO 3.0% @ STA. 290+94.78
CONSTANT 8.0% FROM STA. 288+05.84 TO STA. 288+50.25
CONSTANT 12’-0" FROM STA. 290+60.00 TO STA. 295+79.00
VARIES FROM 8’-0" @ STA. 288+10.00 TO 12’-0" @ STA. 290+60.00
CONSTANT 12’-0" FROM STA. 290+21.04 TO STA. 295+79.00
VARIES FROM 8’-0" @ STA. 289+20.96 TO 12’-0" @ STA. 290+21.04
VARIES FROM 20’-0" @ STA. 293+70.00 TO 12’-2" @ STA. 295+79.00
CONSTANT 16’-0" FROM STA. 289+20.00 TO STA. 293+70.00
CONSTANT 3% FROM STA. 290+39.01 TO STA. 295+79.00
VARIES FROM 6.5% @ STA. 289+20.00 TO 3% @ STA. 290+39.01
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
CONSTANT 0’-0" FROM STA. 293+70.00 TO STA. 295+79.00
VARIES FROM 22’-0" @ STA. 289+20.00 TO 4’-0" @ STA. 293+70.00
3:1 Max.
SHOULDER4’-0’’
12’-0’’
2:1 Max.
U
S
2’-0’’
72
GROUND
EXISTING
16
O
3’-5’’
BARRIER OFFSET
(REVERSE FOR RIGHT SIDE)
S.R. 265 GUARDRAIL SECTION
* SEE CROSS SECTIONS FOR SIDE SLOPES
B
B
B B
B
B
1’-0" Min.
SEE TABLE ON DWG.NO. TS-05SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05
SEE TABLE ON DWG.NO. TS-05SEE TABLE ON DWG.NO. TS-05
CLEAR ZONE
CLEAR ZONE
CLEAR ZONE
LEGEND
A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
SUBGRADE TREATMENT, TYPE xx
UNDERDRAIN, 6"U
S
26
62
66
SODDING, NURSERY 70
72
M.S.E. RETAINING WALL
W-BEAM GUARDRAIL
71 REINFORCED CONCRETE MOMENT SLAB, XX
CONCRETE BARRIER, 33", MODIFIED
CONCRETE BARRIER, 45", MODIFIED
B SUBBASE FOR PCCP
J 65 CONCRETE BARRIER, 45"
F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)
61 CONCRETE BARRIER, 33"
FULL DEPTH HMA SHOULDER (TO BE DETERMINED)
TS-03
WSL
EAK
WSL
JSB 5
1" = 10’
TYPICAL CROSS SECTIONS
RAMPS
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INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
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16’-0’’ 8’-0’’
e%e%
e%
3:1 Max.3:1
Max.
3:1 Max.
1’-0’’1’-0’’
GROUND
EXISTING
U
U
A1O
2’-8’’
26
2’-0’’
2’-0’’
S
CLEAR ZONECLEAR ZONE
TRAVEL LANE SHOULDER
4’-0’’SEE LINE "A"
6:1 Max.
6:1 Max.
GRADE
PROFILE
RAMP "NER", "NWR", "SWR"
TYPICAL RAMP SECTIONS - SUPERELEVATED RIGHT
16’-0’’ 8’-0’’
e%e%
e%
3:1 Max.
1’-0’’1’-0’’
UU
A1O
O26
2’-8’’
2’-0’’ 2’-0’’S
CLEAR ZONE CLEAR ZONE
TRAVEL LANE SHOULDER
4’-0’’SEE LINE "A"
6:1 Max.
6:1 Max.
GRADE
PROFILE
RAMP "NER", "NWR", "SWR"
TYPICAL RAMP SECTIONS - SUPERELEVATED LEFT
16’-0’’
e%e%
e%
6:1
3:1 Max.
U
U
4’-0’’
1’-0’’
A1O26
2’-8’’
S2’-0’’
2’-6’’
CLEAR ZONE
TRAVEL LANE SHOULDER
SEE LINE "A"
GRADE
PROFILE
RAMP "SER"
SHDR
SHDR
VARIES 4’-0’ VARIES
26
2’-8’’
3:1 Max. 3:1 Max.
GROUND
EXISTING
VARIES 4’-0’ VARIES
STA. 58+41.06 TO STA. 62+97.03 Ramp "SWR" (emax = 8.0%)
STA. 100+22.08 TO STA. 107+63.11 Ramp "NWR" (emax = 7.4%)
STA. 80+58.24 TO STA. 84+24.75 Ramp "NER" (emax = 4.0%)
RAMP "SER" TYPICAL SECTIONS - SUPERELEVATED RIGHT
2%
12’-0’’
O
72
F1
5’-0"
2’-8’’
266:1 Max.
6:1 Max.
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
6’-4’’
FENCE
CHAIN LINK
RAMP "SER" TYPICAL SECTIONS - SUPERELEVATED RIGHT
16’-0’’
e%e%6:1
3:1 Max.
U
4’-0’’
1’-0’’
A1O26
2’-8’’
S2’-0’’
CLEAR ZONE
TRAVEL LANE SHOULDER
SEE LINE "A"
GRADE
PROFILE
RAMP "SER"
10’-0’’
U2’-0’’
STA. 100+22.17 TO STA. 105+50.58 Ramp "SER" (emax=5.0%)
e%
RAMP "SER"
STA. 105+50.58 TO STA. 106+93.14 Ramp "SER" (emax=6.6%)
16’-0’’
e%e%
e%
3:1 Max.
1’-0’’
UU
A1O
2’-0’’ 2’-0’’S
CLEAR ZONE
TRAVEL LANE SHOULDER
4’-0’’SEE LINE "A"
6:1 Max.
GRADE
PROFILE
TYPICAL RAMP SECTIONS - SUPERELEVATED LEFT
SHDR
2%
O
F1
5’-0"
2’-8’’
266:1 Max.
6:1 Max.
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
FENCE
CHAIN LINK
72
16 17
16VARIES FROM 10-0" @ STA. 106+38.14 TO 13’-0" @ STA. 106+93.14
CONSTANT 10’-0" FROM STA. 105+50.58 TO STA. 106+38.14
10’-0’’ 6’-4’’ 12’-0’’
17VARIES FROM 6’-4" @ STA. 106+38.14 TO 2’-6" @ STA. 106+93.14
CONSTANT 6’-4" FROM STA. 105+50.58 TO STA. 106+38.14
STA. 106+93.14 TO STA. 110+98.19 Ramp "SER" (e = 6.6%)
13’-0’’
3:1 Max.
GROUND
EXISTING
1’-0
"
12’-0’’
SHARED-USE
PATH
5’-0"
3:1 Max.
6:1 Max.
26
VARIES 4’-0’ VARIES
Min.
Ditch
SHDR
SHDR SHDR
SHDR SHDR
2%
F1
SHOULDER
2:1 Max.
U
S
O
2’-0’’
72
e%
VARIES3’-5’’
(REVERSE FOR RIGHT SIDE)
TYPICAL GUARDRAIL SECTION
BARRIER OFFSET
65
STA. 62+97.03 TO STA. 69+16.29 Ramp "SWR" (emax = 6.6%)
STA. 107+63.11 TO STA. 110+42.00 Ramp "NWR" (emax = 8.0%)
STA. 84+24.75 TO STA. 92+77.26 Ramp "NER" (emax = 6.0%)
* SEE CROSS SECTIONS FOR SIDE SLOPES
2’-6"
B
B
B
B
B
B
1’-0" Min.
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
PATH
SHARED-USE
PATH
SHARED-USE
LEGEND
A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
SUBGRADE TREATMENT, TYPE xx
UNDERDRAIN, 6"U
S
26
62
66
SODDING, NURSERY 70
72
M.S.E. RETAINING WALL
W-BEAM GUARDRAIL
71 REINFORCED CONCRETE MOMENT SLAB, XX
CONCRETE BARRIER, 33", MODIFIED
CONCRETE BARRIER, 45", MODIFIED
B SUBBASE FOR PCCP
J 65 CONCRETE BARRIER, 45"
F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)
61 CONCRETE BARRIER, 33"
FULL DEPTH HMA SHOULDER (TO BE DETERMINED)
TS-04
WSL
EAK
WSL
JSB 6
1" = 10’
TYPICAL CROSS SECTIONS
LINE "LS-1"
21
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12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:15 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
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2%4% 4%
TRAVEL LANE TRAVEL LANE
2%
SHOULDER SHOULDER
8’-0’’8’-0’’1’-0’’
1’-0’’
STA. 11+95.00 TO STA. 15+00.00 LINE "LS-1"
U
O
U
O
S
2’-0’’
(Typ.)
2’-0’’
2’-0’’
2’-0’’
20’-0’’
2%
3’-0’’
12’-0’’ 5’-0"12’-0’’ 12’-0’’ 15’-4’’
19
BREAK PT.
SLOPEBREAK PT.
SLOPE
K1
F1
CHAIN LINK FENCE
2’-8’’
26
26
20’-0’’
VARIES FROM 0’-0" @ STA. 13+95.00 TO 10’-0" @ STA. 16+20.00
21
CONSTANT 0’-0" FROM STA. 11+95.00 TO STA. 13+95.00
DITCH BEGINS @ STA. 14+10.00
CONSTANT 10’-0" FROM STA. 16+20.00 TO STA. 17+70.00
JJ
6:1 Max.
6:1 Max.6:1 Max.
GRADE
PROFILE
LINE "LS-1"CL
2%4% 4%
TRAVEL LANE TRAVEL LANE
2%
SHOULDER SHOULDER
8’-0’’8’-0’’1’-0’’
STA. 15+00.00 TO STA. 17+70.00 LINE "LS-1"
U
O
U
S
2’-0’’2’-0’’
2’-0’’
2’-0’’
12’-0’’ 12’-0’’
19
BREAK PT.
SLOPEBREAK PT.
SLOPE
K1
20’-0’’
JJ
6:1 Max.
GRADE
PROFILE
LINE "LS-1"CL
F1
CHAIN LINK FENCE
2’-8’’
26
12’-0’’
6:1 Max.
5’-0’’
3’-5’’
O
72
3’-0’’
2%
26
6:1 Max.
15’-4’’VARIES
20
VARIES
19
VARIES
20
VARIES
20
VARIES FROM 0’-0" @ STA. 13+95.00 TO 10’-0" @ STA. 16+20.00
CONSTANT 0’-0" FROM STA. 11+95.00 TO STA. 13+95.00
CONSTANT 10’-0" FROM STA. 16+20.00 TO STA. 17+70.00
2’-0’’
BARRIER OFFSET
MEDIAN MEDIAN
{
2%4% 4%
3:1 Max.
TRAVEL LANE TRAVEL LANE
2%
SHOULDER
8’-0’’ 1’-0’’
GROUND
EXISTING
STA. 25+75.00 TO STA. 39+79.57 LINE "LS-1"
U
O
S 3:1 Max.
2’-0’’ 2’-0’’
12’-0’’ 12’-0’’
U
K1
4%
6:1
3:1 Max.
SHOULDER
3:1 Max.
4’-0’’1’-0’’
GROUND
EXISTING
O
2’-0’’
(Typ.)
8’-0’’
CLEAR ZONECLEAR ZONE
J J
6:1 Max.
BREAK PT.SLOPE
1’-0
"
Min.
Ditch
GRADE
PROFILE
LINE "LS-1"
BREAK PT.SLOPE
4%
U3:1
Max.
GROUND
EXISTING
3’-5’’
O
72
J
2:1 Max.
2’-0’’
BARRIER OFFSETSHOULDER
8’-0’’
TRAVEL LANE
2%
S
12’-0’’
BREAK PT.
SLOPE
2’-0’’
(REVERSE FOR LEFT SIDE)
TYPICAL GUARDRAIL SECTION
3:1 Max.
3:1 Max.
VARIES4’-0’VARIES
GROUND
EXISTING 3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
3:1 Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
3:1 Max.
3:1 Max.
3:1 Max.
VARIES4’-0’VARIES
GROUND
EXISTING
2%
TRAVEL LANE
STA. 17+70.00 TO STA. 22+00.00 LINE "LS-1"
12’-0’’
8’-0’’
(PAVING EXCEPTION FROM STA. 19+05.14 TO STA. 21+20.86)
K1GRADE
PROFILE
LINE "LS-1"
MEDIAN
SHOULDER
8’-0’’
2’-0’’
U
1’-0’’
20’-0’’
O
6:1 Max.
8’-0’’
2’-0’’
J
4%
3:1 Max.
3:1 Max.
VARIES4’-0’VARIES
GROUND
EXISTING
2%
TRAVEL LANE
12’-0’’
K1
SHOULDER
8’-0’’
2’-0’’
U
1’-0’’
20’-0’’
O
6:1 Max.
8’-0’’
2’-0’’
J
4%
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
10’-0’’ 10’-0’’
VARIES
LANE
TURN
VARIES
LANE
TURN
BREAK PT.
SLOPE
BREAK PT.
SLOPE
22 23
22
CONSTANT 0’-0" FROM STA. 20+34.88 TO STA. 22+00.00
VARIES FROM 12’-0" @ STA. 19+34.88 TO 0’-0" @ STA. 20+34.88
CONSTANT 12’-0" FROM STA. 17+70.00 TO STA. 19+34.88
23
CONSTANT 12’-0" FROM STA. 20+34.88 TO STA. 22+00.00
VARIES FROM 0’-0" @ STA. 19+34.88 TO 12’-0" @ STA. 20+34.88
CONSTANT 0’-0" FROM STA. 17+70.00 TO STA. 19+34.88
2%4%
TRAVEL LANESHOULDER
8’-0’’1’-0’’
STA. 22+00.00 TO STA. 25+75.00 LINE "LS-1"
U
O
2’-0’’
2’-0’’
12’-0’’
BREAK PT.
SLOPEK1
20’-0’’
J
6:1 Max.
GRADE
PROFILE
LINE "LS-1"CL
24
VARIES
3:1 Max.
3:1 Max.
VARIES4’-0’VARIES
GROUND
EXISTING
24VARIES FROM 10’-0" @ STA. 23+50.00 TO 0’-0" @ STA. 25+75.00
CONSTANT 10’-0" FROM STA. 22+00.00 TO STA. 23+50.00
2% 4%
TRAVEL LANE SHOULDER
8’-0’’ 1’-0’’
U
O
2’-0’’
2’-0’’
12’-0’’
BREAK PT.
SLOPE
20’-0’’
J
6:1 Max.
25
VARIES
3:1 Max.3:1
Max.
VARIES 4’-0’ VARIES
GROUND
EXISTING
25VARIES FROM 10’-0" @ STA. 23+50.00 TO 0’-0" @ STA. 25+75.00
CONSTANT 10’-0" FROM STA. 22+00.00 TO STA. 23+50.00
2’-0’’ 2’-0’’2’-0’’
2’-8’’
26
2’-8’’
26
2’-8’’
26
2’-8’’
26
2’-8’’
26
26
2’-8’’
26
2’-8’’
VARIES VARIES4’-0’’
2’-0’’
* SEE CROSS SECTIONS FOR SIDE SLOPES
S
S
CL
SALEM ROAD NORMAL CROWN SALEM ROAD NORMAL CROWN
SALEM ROAD NORMAL CROWN
SALEM ROAD NORMAL CROWN
SALEM ROAD NORMAL CROWN
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
DWG.NO. TS-05
SEE TABLE ON
PATH
SHARED-USE
PATH
SHARED-USE
LEGEND
A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
SUBGRADE TREATMENT, TYPE xx
UNDERDRAIN, 6"U
S
26
62
66
SODDING, NURSERY 70
72
M.S.E. RETAINING WALL
W-BEAM GUARDRAIL
71 REINFORCED CONCRETE MOMENT SLAB, XX
CONCRETE BARRIER, 33", MODIFIED
CONCRETE BARRIER, 45", MODIFIED
B SUBBASE FOR PCCP
J 65 CONCRETE BARRIER, 45"
F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)
61 CONCRETE BARRIER, 33"
FULL DEPTH HMA SHOULDER (TO BE DETERMINED)
WSL
EAK
WSL
JSB 7
AS NOTED
RAMPROADWAY/ LINE STATION
RADIUSCURVE
FACTORCORRECTION
CURVE
FROM TO
S.R. 265 70A
(mph)SPEEDDESIGN
1.0260+17.00
SALEM RD.OLD 45LS-1 11+95.00 39+83.51
5,932.65’
1,000.00’ 1.275
55NER 85+35.93 93+28.60
NERRAMP
1.0
45NER 93+28.60 95+46.94 1.3816.00’
NWRRAMP
45NWR 1.3102+41.16 105+70.30 816.00’
55NWR 1.30109+00.31 111+99.55 1,437.00’
SWRRAMP
55SWR 1.301,400.00’62+87.91 66+20.58
45SWR 1.201,200.00’69+15.13 71+00.68
SERRAMP
55SER 1.30112+12.89 1,600.00’
TS-05
---
45SER 1.0100+24.48 108+84.93 ---
108+84.93
A1
6:1 Max
1’-0"’
UNDERDRAIN DETAIL (PCCP)
1’-0"
1’-0
"
1’-0"
PCCP SHOULDER
B
NOT TO SCALE
2’-0"
U
S
2’-0"
1’-2’
O
MISCELLANEOUS DETAILS
CLEAR ZONETANGENT
CLEAR ZONECORRECTED
30.0’
20.0’
20.0’
16.0’
10.0’
12.0’
12.0’
10.0’
16.0’
20.0’
30.0’
25.5’
20.0’
20.8’
13.0’
15.6’
15.6’
12.0’
16.0’
26.0’
295+79.00
U
O
6:1 Max
PAVED SHOULDER
MIN.
1’-6
"
(TYP.)
6"
1’-2"
2’-0"
NOT TO SCALE
J
EDGE OF PAVED SHOULDER
TOP OF SUBGRADE
GEOTEXTILE FOR UNDERDRAIN WHERE REQUIRED
S
SLOPE BREAK
UNDERDRAIN DETAIL (PVMT TBD)
1"
AGGREGATE FOR UNDERDRAIN
GEOTEXTILE FOR UNDERDRAIN WHERE REQUIRED
TOP OF SUBGRADE
AGGREGATE FOR UNDERDRAIN
NOTE: 2025 TRAFFIC DATA USED FOR CLEAR ZONE CALCULATIONS
APPROXIMATE STA. 260+17.00 TO STA. 295+79.00 LINE "A"
P:\IN
2005\0774\D.
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005.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:17 P
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jta
ylor
SHEET NO.
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0810242
0810242
DWG. NO.
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34
2%
TRAVEL LANE
6:1 Max.
2%
SHDR
{{ CBS
DITCH
BOTTOM
8’ MIN. FLAT
LINE "A" CABLE BARRIER SYSTEM
23’-3"12’-0"
1’-0"
4’-0"
2’-6"
min.
4’-0" 23’-3"
27’-3"
12’-0" (MIN.)
LINE "A"
DITCH LINE
SYSTEMBARRIERCABLE
EDGE OF TRAVEL LANE
SHOULDERPAVEDEDGE OF
LEGEND
A1 XX" QC/QA PAVEMENT (TO BE DETERMINED)
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)K1
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
SUBGRADE TREATMENT, TYPE xx
UNDERDRAIN, 6"U
S
26
62
66
SODDING, NURSERY 70
72
M.S.E. RETAINING WALL
W-BEAM GUARDRAIL
71 REINFORCED CONCRETE MOMENT SLAB, XX
CONCRETE BARRIER, 33", MODIFIED
CONCRETE BARRIER, 45", MODIFIED
B SUBBASE FOR PCCP
J 65 CONCRETE BARRIER, 45"
F1 HMA PAVEMENT FOR PATH (TO BE DETERMINED)
61 CONCRETE BARRIER, 33"
FULL DEPTH HMA SHOULDER (TO BE DETERMINED)
WSL
EAK
WSL
JSB
1" = 100’
PROPOSED
GEOMETRIC LAYOUT SHEET
GLP-01
MA
TC
HLIN
E 241+0
0.0
0 S
EE
DW
G.G
LP-0
2
8
PI 252+23.81
N 113781.36
R 5,932.65’
CURVE DATALA-1
T 4,130.51
E 37453.65
Lc 7,216.40
E 1,296.28’
SE 3.46%
DS 70 MPH
210+00
215+00
220+00
225+00 230+00
235+00
240+00
E: 40202.60
N: 110698.45
P.C. STA. 210+93.30 "A"
LINE "A"
CURVE DATACURVE DATA
E:39968.67
N: 110898.25
33.75’ LT.
P.O.C. STA. 214+00.00 "A"
P.C. STA. 2214+00.00 "AL-1"=
CURVE DATA
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bglp
001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:19 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
MA
TC
HLIN
E 241+00.0
0 S
EE
DW
G. GLP-0
1
WSL
EAK
WSL
JSB
1" = 100’
PROPOSED
GEOMETRIC LAYOUT SHEET
GLP-02
E:35849.77
N:112682.30
DES. NO. 0810242
P.O.C. STA. 260+17.00 "A"
BEGIN PROJECT
SE
E
DW
G. G
LP-0
3M
AT
CH
LIN
E 272
+00.0
0 "A
"
SE
E
DW
G. G
LP-0
3
MA
TC
HLIN
E 86+2
4.0
6 "N
ER"
SE
E
DW
G. G
LP-0
3
MA
TC
HLIN
E 10
6+2
5.2
0 "S
ER"
9
PROJECT NO. 0810245
MATCHLINE SEE
PI 252+23.81
N 113,781.36
E 37,453.65
R 5,932.65
Lc 7,216.40
T 4,130.51
PI 110+58.53
N 112,588.55
R 1,650.00
Lc 719.18
T 365.39
SER-2
SER-2LA-1 CURVE DATA CURVE DATA
LINE "A"
LA-1E: 37453.65
N: 113781.36
P.I. STA. 252+23.81 "A"
N 87° 19’ 10" E
E: 35797.65
N: 112745.98
63.25’ RT.
P.O.C. STA. 260+69.36 "A"
P.O.T. STA. 75+00.00 "NER"=
RAMP "SER"
E: 34781.85
N: 112418.96
P.C. STA. 106+93.14 "SER"
E:36382.64
N:112573.87
77.25’ LT.
P.O.C. STA. 254+75.00 "A"
P.T. STA. 854+70.93 "B2"=
N 89° 46’ 47" W
LINE "A"
RAMP "NER"
E: 35767.12
N: 112619.52
63.25’ LT.
O.P.O.C. STA. 260+99.73 "A"
P.T. STA. 117+09.26 "SER"=
E: 35105.51
N: 112588.55
P.I. STA. 110+58.53 "SER"
E: 35470.50
N: 112605.64
P.T. STA. 114+12.32 "SER"
E: 35239.41
N: 112748.13
P.C. STA. 80+58.24 "NER"
NER-1E: 35107.91
N: 112748.64
P.I. STA. 81+89.75 "NER"E: 35107.91
N: 112783.26
P.C. STA. 86+01.11 "NER"
N 112,748.64
R 3,270.00
Lc 262.87
T 131.51
NER-1 CURVE DATA
E 35,105.51
PI 81+89.75
E 35,107.91
N 85° 10’ 26" W
E 1,296.28’ E 39.97’ E 2.64’
D.S. 55 MPH D.S. 55 MPH
S.E. 6.6% SE 4.0%
DS 70 MPH
SE 3.46%
D 3° 28’ 20.90" D 1° 45’ 07.79"
Delta 4° 36’ 21.54" (RT)Delta 24° 58’ 23.70" (RT)
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bglp
002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:2
0 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
WSL
EAK
WSL
JSB
1" = 100’
PROPOSED
GEOMETRIC LAYOUT SHEET
GLP-03 10
"L
S-1"
MA
TC
HLIN
E 27+0
0.0
0 "LS-1"
MATCHLINE 27+00.00
GLP-0
2
"A
" S
EE
DW
G.
MA
TC
HLIN
E 272+0
0.0
0
GLP-0
2"S
ER"
SE
E
DW
G.
MA
TC
HLIN
E 10
6+2
5.2
3
GLP-0
2
"NE
R" S
EE
DW
G.
MA
TC
HLIN
E 86+2
4.0
6
RAMP "SWR"
RAMP "NWR"RAMP "NER"
RAMP "SER"
(19500)
3400
(19500)
2800
(8000)
700
(8000)
600
(26000)
3600
(26000)
3300
TRAFFIC DIAGRAMNOT TO SCALE
(AADT)
LEGEND: DHV
(3600)
350
(3600)
350
E: 34273.92
N: 111640.68
DES. NO. 0810242
P.O.T. STA. 11+95.00 "LS-1"
BEGIN CONSTRUCTION
PROJECT NO. 0810243
MATCHLINE SEE
E: 34114.17
N: 114297.73
DES. NO. 0810242
P.O.T. STA. 39+79.57 "LS-1"
END CONSTRUCTION
E: 32309.39
N: 111763.66
DES. NO. 0810242
P.O.T. STA. 295+79.00 "A"
END PROJECT
(6000)
500
(6000)
500
(1500)
200
(1500)
200
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bglp
003.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:2
1 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
PI 88+12.50
N 112,801.04
E 34,482.23
Lc 416.85
T 211.38
PI 59+79.79
N 112,012.44
E 33,203.25
Lc 275.47
T 138.69
PI 65+74.01
N 112,040.36
E 33,798.72
Delta 11° 41’ 07.39" (LT)
R 1,050.00
Lc 213.77
T 107.45
E: 34189.29
N: 111986.69
P.I. STA. 15+51.21 "LS1"
LINE "A"
RAMP "SER"
RAMP "NER"
E: 34074.68
N: 112434.02
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
90°0’0"
90°0’0"
90°0’0"
SWR-3
SWR-2
NWR-2
NWR-1
NER-2
LS1-1
NER-2
SWR-2
SWR-3
NWR-1
NWR-2
CURVE DATA
CURVE DATA
CURVE DATA
CURVE DATA
LS1-1
PI 33+63.98
N 113,742.74
E 33,739.38
R 1,000.00
Lc 844.76
T 449.43
CURVE DATALS1-2
E: 33608.35
N: 112273.14
P.T. STA. 283+09.70 "A"
PI 104+34.13
N 112,535.26
R 822.00
Lc 248.77
T 125.34
PI 110+51.25
N 112,165.22
E 33,106.04
Lc 186.79
T 93.69
CURVE DATA
CURVE DATA
PI 15+51.21
N 111,986.69
E 34,189.29
R 9,300.00
Lc 101.58
T 50.79
82°59’52"
N 62° 20’ 47" E
Delta 11° 08’ 53.45" (RT)
D 5° 58’ 05.92"
S 67° 26’ 16" W
E: 34329.57
N: 111413.18
P.O.T. STA. 9+60.80 "LS-1"
E: 34201.36
N: 111937.35
P.C. STA. 15+00.42 "LS-1"
E: 34176.68
N: 112035.89
P.T. STA. 16+02.00 "LS-1"
E: 34152.33
N: 112130.96
P.O.T. STA. 69+38.29 "SWR"
P.O.T. STA. 17+00.14 "LS-1"=
P.O.T. STA. 100+00.00 "SER"=
E: 34011.85
N: 112679.25
P.O.T. STA. 100+00.00 "NWR"
P.O.T. STA. 22+66.14 "LS-1"=
P.O.T. STA. 92+99.26 "NER"=
PI 252+23.81
N 113,781.36
E 37,453.65
R 5,932.65
Lc 7,216.40
T 4,130.51
LA-1 CURVE DATA
E: 32607.47
N: 111948.51
63.25’ RT.
P.O.T. STA. 293+60.00 "A"
P.O.T. STA.115+94.40 "NWR"=
E: 32884.57
N: 112063.64
69.25’ RT.
P.O.T. STA. 290+60.00 "A"
P.T. STA. 112+94.34 "NWR"=
E:33021.52
N:112124.79
P.C.C. STA.111+44.34 "NWR"
E:33106.04
N:112165.22
P.I. STA.110+51.25 "NWR"
RAMP "NWR" E:33181.15
N:112221.23
P.C. STA.109+57.56 "NWR"
E:33501.81
N:112460.33
P.T. STA.105+57.56 "NWR"
E:32953.84
N:112092.42
P.I. STA.112+19.36 "NWR"
E:33602.30
N:112535.26
P.I. STA.104+34.13 "NWR"
E:33720.55
N:112576.83
P.C. STA.103+08.79 "NWR"
S 53° 1
7’ 53" W
Delta 17° 20’ 23.80" (LT)
D 6° 58’ 13.04"
E 33,602.30
R 960.00
NWR-3PI 112+19.36
N 112,092.42
E 32,953.84
Lc 149.98
T 75.02
CURVE DATA
D 2° 00’ 00.00"
Delta 3° 00’ 00.00" (RT)
R 2864.79
NWR-3
E: 32280.14
N: 111684.24
63.25’ LT.
P.O.T. STA. 297+61.23 "A"
P.C. STA. 50+00.00 "SWR" =
E:32457.87
N:111753.95
P.I. STA.51+90.88 "SWR"
SWR-1
E:33203.25
N:112012.44
P.I. STA.59+79.79 "SWR"
N 87° 18’ 54" E
RAMP "SWR"
E:33691.40
N:112035.33
P.C. STA.64+66.57 "SWR"
E:33798.72
N:112040.36
P.I. STA.65+74.01 "SWR"
E:33902.81
N:112067.03
P.T. STA.66+80.71 "SWR"
E:33341.78
N:112018.93
P.T. STA.61+16.57 "SWR"
E:33072.21
N:111967.00
P.C. STA. 58+41.10 "SWR"
E:32638.24
N:111816.50
P.T. STA.53+81.77 "SWR"
PI 51+90.91
N 111,753.95
E 32,457.87
R 9,549.30
Lc 381.74
T 190.91
SWR-1CURVE DATA
Delta 2° 17’ 26.20" (RT)
D 0° 36’ 00.00"
Delta 16° 26’ 26.79" (RT)
D 5° 58’ 05.92"
R 960.00
D 5° 27’ 24.27"
E:34467.79
N:112254.40
P.I. STA.103+38.76 "SER"
E:34548.01
N:112296.43
P.T. STA.104+29.14 "SER"
E:34781.85
N:112418.96
P.C. STA.106+93.14 "SER"
E:34287.13
N:112749.77
P.T. STA. 90+15.10 "NER"
N 85° 10’ 26" W
S 75° 37’ 47" W
E:34697.86
N:112783.26
P.C. STA. 86+01.11 "NER"
Delta 19° 11’ 47.32" (LT)
D 4° 35’ 01.18"
R 1,250.00
E:34383.45N:112221.40P.C. STA. 102+48.19 "SER"SER-1
N 112,254.40
E 34,467.79
R 1,650.00
Lc 180.86
T 90.57
CURVE DATASER-1
PI 103+38.76
Delta 6° 17’ 00.28" (LT)
D 3° 28’ 20.90"
E 1,296.28
S.E. 3.463%S.E. N.C. S.E. 7.4%S.E. 3.0%
S.E. 5.0%S.E. N.C. S.E. 8.0%
S.E. 8.0%
S.E. 6.0% S.E. 6.6% S.E. 4.46%
D.S. 70 MPH
E 2.48
D.S. 45 MPH
E 0.14
D.S. 45 MPH
E 96.35
D.S. 45 MPH
E 17.75
D.S. 45 MPH
E 1.91
D.S. 70MPH
E 9.97
D.S. 55 MPH
E 5.48
E 9.50
E 4.56
E 0.98
D.S. 45 MPH
D.S. 45 MPH
D.S. 55 MPH
D.S. 55 MPH
E:34482.23
N:112801.04
P.I. STA. 88+10.02 "NER"
LS1-2
E: 33850.93
N: 113307.37
P.C. STA. 29+14.55 "LS-1"
E: 33739.38
N: 113742.74
P.I. STA. 33+63.98 "LS-1"
E: 33990.90
N: 114115.20
P.T. STA. 37+59.31 "LS-1"
E: 34164.82
N: 114372.75
P.O.T. STA. 40+70.08 "LS-1"
JSB
WSL
EAK
WSL
SC-01
N.T.S.
CONTROL POINTS
AND REFERENCE TIES
11
C.P. #3115
LINE "
A"
LIN
E "S-
1-
A"
18" TREE
N. FACE
MNS,
179.
21’2
80.6
2’
N.T.S.
249.0
0’
CONTROL POINT"
& NIPLE INC
STAMPED"BURGESS
IPS W/CAP
IPS W/CAP
C.P. #8076
18" TREE
W. FACE
MNS,
C.P. #2581 N. 112279.9940 E. 33625.8727
N.T.S.
237.6
0’
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
IPS W/CAP
C.P. #8010
20" TREE
FORK TWIN
E. FACE N.
MNS,
20" TREE
FACE
MNS, E.
21.5
0’ 19
.01’
WOODS
LINE
"A"
GOVERNMENT GRANT CORNER - REFERENCE TIESCONTROL POINT - REFERENCE TIES
ALIGNMENT POINT - REFERENCE TIES
GRANT CORNER MONUMENT FOUND (AS NOTED)
LEGEND
MAG NAIL SET
IRON PIN SET W/CAP (AS NOTED)
IRON PIN / IRON PIPE FOUND (AS NOTED)
MAG NAIL / PK NAIL FOUND AS NOTED)
MONUMENT FOUND (AS NOTED)
IRON PIN / IRON PIPE FOUND
MAG NAIL FOUND
MAG NAIL SET
IPF
PK NAIL FOUND
IRON PIN (REBAR) SET
MNF
MNS
PKF
IPS
N. 112434.0282 E. 34074.6791
C.P. #8010 N. 112959.4141 E. 35326.1357
DIR
T R
OA
D
STONE
FENCE POST
POST
FENCE
112.4
7
34.7
6’
31.70’
32.9
2’
12" TREE
FACE
MNS, W. N.T.S.
POINT"
INC CONTROL
"BURGESS & NIPLE
STAMPED
IPS W/CAP
ELEV. 545.05
N.T.S.
TREE
20" CHERRY
EAST SIDE
MNS,
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
2.95’
45.53’
31.41’
FENCE POST
FACE OF
MNS, SW
FENCE POST
W. FACE OF
MNS,
GR
AV
EL
DRIV
E
C.P. #8102 N. 112022.8648 E. 34237.9205
ELEV. 547.93
CR
EE
K
BE
D
10" TREE
FACE
MNS, W.
C.P. #2568 N. 112675.0326 E. 36077.8313
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
52.4
5’
15.74’
40.0
8’
12" TREE
FACE
MNS, N. 6" TREE
FACE
MNS, S.
N.T.S.
LINE "A"
C.P. #2632 N. 112679.5292 E. 35577.9995
2’
24" TREE
FACE
MNS, S.
FENCE POST
STEEL "T"
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
60.9
3’
66.61’
67.35’
IPS W/CAP
C.P. #8076
N.T.S.
LINE "A"
P.O.C LINE "A" STA. 257+88.87, 0.22’ Lt. P.O.C LINE "A" STA. 262+88.88, 0.21’ Lt.
C.P. #2635 N. 112629.3822 E. 34980.3554
36" TREE
FACE
MNS, W.
6" TREE
FACE
MNS, W.
TRUNK TREE
MULTIPLE
SW. ROOT
MNS, TOP OF
CONTROL POINT"
& NIPLE INC
STAMPED"BURGESS
IPS W/CAP
17.1
0’
47.9
0’
3.2
1’
LINE "A"
C.P. #2637 N. 112562.5139 E. 34856.0610
DIR
T R
OA
D
ELE
C F
EN
CE
CONTROL POINT"
& NIPLE INC
STAMPED"BURGESS
IPS W/CAP
24" TREE
FORK TWIN
N. FACE W.
MNS,
WOOD POST
S. FACE
MNS,
C.P.
#8067
116.21’
90.05’64.6
0’
LINE "A"
N.T.S.
N.T.S.
C.P. #927 N. 113467.1028 E. 35993.4871
GRANT
LINE
GR
AN
T LIN
E
GRANT
17
GRANT
25GRA
NT
26
24" MAPLE
34.12’29.53’
38.1
1’
GRANT COR
FOUND @
ELM TREE
RR SPIKE IN
10" MAPLE
18" MAPLE
N.T.S.
LINE "A" STA. 258+98.97 787.66’ Rt.
C.P. #926 N. 113049.2327 E. 35393.8285
N.T.S.
GRANT
LINE
GRANT
LINE
GR
AN
T LIN
E
3.90’9.30
’
13.9
0’
GRANT
25
CHERRY TREE
BOLT IN 48"
7" TREE
MNS E. SIDE
15" HACKBERRY
MNS E. SIDE
GRANT
16
GRANT
17
GRANT COR
FOUND @
PK NAIL
LINE "A" STA. 264+50.43, 377.73’ Rt.
C.P. #946 N. 105500.8467 E. 35296.1249
N.T.S.
GRANT
LINE
GR
AN
T LIN
E
GRANT
7
GRANT
15GRA
NT
16
CORNER
@ GRANT
REBAR FND
30.80’
7.0
2’ 26.3
4’4" PINE
MNS
FACE 10" TREE
MNS NW
18" TREE
MNS
C.P. #944 N. 110675.6409 E. 31941.9566
GRANT
LINE
GR
AN
T LIN
E
@ GRANT COR
FND STONE
GRANT
16
GRANT
25
GRANT
24
36" TREE
MNS IN
22" TREE
MNS IN
48.5
0’
32.3
4’
N.T.S.
C.P. #945 N. 110608.8101 E. 31843.3839
GRANT
LINE
GRANT
LINE
GR
AN
T LIN
E
GRANT
24
GRANT
15
GRANT
16
@ GRANT COR
STONE FOUND
71.2
1’
40.36’
6.9
7’
SIDE 18" WALNUT
RR SPK S.E.
36" TREE
S.E. SIDE
RR SPK
12" TREE
E. SIDE
RR SPK
N.T.S.
LINE "A" STA. 265+19.91, 292.81’ Rt. LINE "A" STA. 277+74.58, 442.55’ Lt. LINE "A" STA. 292+11.31, 6920.96’ Lt.
LINE "A" STA. 304+44.34, 878.72’ Lt. LINE "A" STA. 305+60.51, 904.95 Lt.
P.O.C LINE "A" STA. 268+88.81, 0.01’ Lt. P.O.C LINE "A" STA. 270+22.02, 48.13’ Lt.
P.O.C LINE "A" STA. 278+16.25, 0.01’ Lt.
P.O.T LINE "S-1-A" STA. 20+13.00, 0.00’ Lt.
P.T. LINE "A" STA. 282+90.88, 0.01’ Rt.
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bsc001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:2
3
PM
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:2
9 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
LINE "A"
MARK S. & JACQUELINE JAMES
APP. S
ECTIO
N LIN
E
APP. S
ECTIO
N LI
NE
APP. S
ECTIO
N LIN
E
AMMUNITION PLANT
UNITED STATES ARMY Asphalt
Patrol Road
Woods
C.L.T.F.
Grass
Woods Woods
Asphalt Drive
Woods
Woods
Grass
Woods
Grass
Woods
Grass
Woods
Woods
Shrubs
C.L.T.F.Guardrail
Woods
Woods
Woods
Asphalt Drive
255+0
0
260+0
0
265+0
0
TX TX ODD
MARK S. & JACQUELINE JAMES
Unnam
ed Creek
Tangent Li
ne "A"
Unna
med
Creek A
PP. PL
APP. PL
T.J. MARK, LLC
L
APP. P
PWPHdwl.
PWP
PWP
Hdwl.
Hdwl.
PWP
PWP
APP. Exist. R/W
S.R. 265 E.B.L.
S.R. 265 W.B.L.
E: 35849.7679
N: 112682.3029
192.40’ RT.
257+72.18
297.93’ LT.
255+77.10 320.40’ LT.
259+71.82
234.21’ RT.
263+62.50
Woods
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 17
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
L.A. R/W, A
.C.L. & F
.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F
.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/
W, A.C.L. & F.F.T.F. L.A. R/W, A.C.L. & F.F.T.F.
DES. NO. 0810242
MAINLINE S.R. 265
P.O.C. STA. 260+17.00 "A"
BEGIN PROJECT
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
S 68
° 35’
01" W
CONCRETE BARRIER
+36.8
0
"A"
G.R.
115+00
RAMP "SER"
N 87° 19’ 10" E
RAMP "NER"
N 89° 46’ 47" W
80+00
P.T. STA. 114+12.32 "SER"
P.O.T. STA. 117+09.26 "SER"
P.O.T. STA. 75+00.00 "NER"
CONSTRUCTION LIMITS
Flo
w
Flo
w
Flow
36"CMP
24"C
MP
36’
36’
24’
24’
12’
16’
4’
12’
"A"
+76.0
0
"A"
+00.0
0
12’
2’
16’
CONSTRUCTION LIMITS
S.E. = 6.6%
E = 39.97’
R = 1,650.00’
L = 719.18’
T = 365.39’
= 24° 58’ 24" RT.
P.I. 110+58.53 "SER"
CURVE DATA
23.2
5’
23.2
5’
+87.0
4
"A"
DES. NO. 0810245PROJECT NO. 0810245MATCHLINE SEE
+20.9
9
SHARED-USE PATH
PN-01
WSL
EAK
WSL
JSB
1" = 50’
LINE "A"
STA. 260+17 TO STA. 266+00
PLAN SHEET
12
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E 266+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
2
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
V-01
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
LINE "A"
STA. 260+17 TO STA. 266+00
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
13
MA
TC
HLIN
E
ST
A. 266+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
2
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvL
A001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:3
2 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34 NOGAP105038020800.000000LA774
(DES. NO. 0810242)
ELEV. 532.12
Sta. 260+17.00 "A"
BEGIN PROJECT
+1.00%
ALONG LINE "A"
EXISTING GRADE
ALONG LINE "A"
PROPOSED GRADE
+36.8
0
+43.2
0
+2.40%-0.95%
-9.60%
+14.50
%+0.30% -1.50%
-1.50%
-20.42
%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
528.83
+50.00
1,090.29 L.F. Concrete Barrier, 45 IN, LT.
+17.0
0
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
GR. End Treatment, Type MS, LT.
106.25 L.F. W-Beam Guardrail, Double Faced, LT.
Transition, Type TGB, LT.
524.04
+17.00
527.14
+17.00
528.98
+00.00
532.73
+50.00
523.73
+50.00
529.88
+50.00
P.V.I. STA. = 254+00.00
ELEV. = 525.95
-1.68% +1.00%
L.V.C. = 500.00’
251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00
515.9
510.6
510.9
519.0
525.3
531.0
532.5
527.3
516.8
501.8
488.2
476.3
467.7
462.7
461.5
472.7
491.6
509.7
525.3
536.9
544.8
550.7
553.5
552.1
549.1
545.4
540.8
536.4
531.9
527.2
517.8
532.4
5
532.9
5
533.4
5
533.9
5
534.4
5
534.9
5
535.4
5
535.9
5
536.4
5
536.9
5
537.4
2
537.8
2
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:3
6 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34TX TX EVEN
T.J. MARK, LLC
Field
Drive
Woods
Grass
P.T. STA. 16+02.00 "LS-1"
P.I. STA. 15+51.21 "LS-1"
Grass
Grass
Grass
Pond
Field Driv
e
Bldg.
C.L.T.F.
Wooded
Area
Wooded
Area
N 75° 37’ 47" E
RAMP "SWR"
Field Driv
e Woode
d Ar
ea
Field Driv
e
APP. PL
APP. SECT
ION LIN
E
APP. PL
LIN
E "L
S-1"
20+0
0
Woods
Grass
Woods
Grass
Grass
270+0
0
MARK S. & JACQUELINE JAMES
Tangent Line
"A"
275+0
0
280+0
0
AP
P. P L
LINE "A"
APP. PL
Field
Drive
Grass
Woods
Woods
Grass
APP. SECT
ION LIN
E
Grass
Grass
Field
Drive
Wooded
Area
90°0’0"
90°0’0"
S.R. 265 E.B.L.
S.R. 265 W.B.L.
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
Unna
med
Ditch
S.R. 265 E.B.L.
S.R. 265 W.B.L.
SA
LE
M
RO
AD
SA
LE
M
RO
AD
APP. PL
APP. PL
330.89’ RT.
269+17.61
393.31’ LT.
275+09.72
379.15’ LT.
280+04.96
345.18’ RT.
279+86.99
364.63’ RT.
276+74.72
R/
W
R/
W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C
.L. & F.F.T
.F.
L.A. R/W, A.C.L. & F.F.T.F.
& F.F.T.F.
L.A. R/W, A.C.L.
& F.F.T.F.
L.A. R/
W, A.C.L.
& F.F.T.F.L.A
. R/W, A.C.L.
C.L.T.F.
E
B
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
LIN
E "L
S-1"
10’
GILMORE CONSTRUCTION INC.
GILMORE CONSTRUCTION INC.
C.L.T.F.
S 68° 35’ 0
1" W
G.R.G.R.
G.R.
110+00
G.R.
105+00
RAMP "SER"
S.E. = %
E = 2.48’
R = 1,650.00’
L = 180.95’
T = 90.57’
= 6° 17’ 00" LT.
P.I. 103+38.76 "SER"
CURVE DATA
P.I. STA. 110+58.53 "SER"
CONCRETE BARRIER
STA. 106+93.14 "SER", 13.00’ RT.
END G.R. & BEGIN CONC. BARRIER
P.C. STA. 106+93.14 "SER"
P.T. STA. 104+29.14 "SER"
P.I. STA. 103+38.76 "SER"
P.C. STA. 102+48.19 "SER"
85+00
90+00
P.I. STA. 81+89.75 "NER"
P.T. STA. 83+21.11 "NER"
P.I. STA. 88+12.50 "NER"
P.C. STA. 86+01.11 "NER"
P.T. STA. 90+19.92 "NER"
RAMP "NER"
RAMP "NWR"
P.O.T. STA. 17+00.14 "LS-1" =
P.O.T. STA. 69+38.29 "SWR"
P.O.T. STA. 100+00.00 "SER" =
STA. 92+77.26 "NER"
END CONSTRUCTION
G.R."LS-1"
+79.3310’
"LS-1"
+81.54
10’+46.67 "LS-1"10’ +44.46 "LS-1"
85°0’0"
P.O.T. STA. 92+99.26 "NER" =
P.O.T. STA. 22+66.14 "LS-1"
P.O.T. STA. 100+00.00 "NWR"
STA. 100+22.08 "NWR"
BEGIN CONSTRUCTION
63°4’40"
P.C. STA. 80+58.24 "NER"
BEGIN CONSTRUCTION
STA. 100+22.17 "SER"
BEGIN CONSTRUCTION
STA. 69+16.29 "SWR"
END CONSTRUCTION
STA. 110+98.19 "SER"
END CONSTRUCTION
Salem Rd. Over S.R. 265
STR. NO. 20
Flo
w
Flo
w
16’
12’
4’
16’-4
"16’
4’
10’ 4’
16’
8’
8’
"NE
R"
+25.2
1
"NE
R"
+01.74
12’
24’
4’
4’
24’
12’
40’
R
40’
R
40’
R
125’
R
125’
R
40’
R
40’R
40’
R
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
LIMIT
SC
ONS
TR
UC
TIO
N
CONSTRUCTION LIMITS
S.E. = 6.6%
E = 39.97’
R = 1,650.00’
L = 719.18’
T = 365.39’
= 24° 58’ 24" RT.
P.I. 110+58.53 "SER"
CURVE DATA
23.2
5’
23.2
5’
TYPE R1, W2, TL-3IMPACT ATTENUATOR
TYPE R1, W2, TL-3IMPACT ATTENUATOR
83°0’0"
S.E. = 5.0%
E = 0.14’
R = 9,300.00’
L = 101.58’
T = 50.791’
= 0° 37’ 33" LT.
P.I. 15+51.21 "LS-1"
CURVE DATA
S.E. = 4.0%
E = 2.64’
R = 3,270.00’
L = 262.87’
T = 131.51’
= 4° 36’ 22" RT.
P.I. 81+89.75 "NER"
CURVE DATA
S.E. = 6.0%
E = 17.75’
R = 1,250.00’
L = 418.80’
T = 211.38’
= 19° 11’ 47" LT.
P.I. 88+12.50 "NER"
CURVE DATA
576’ OF 84" PIPE REQ’D
+90.0 "A" STR. NO. 101
SEE DWG. NO. PN-06
+50.0 "LS-1" STR. NO. 103
SEE DWG. NO. PN-06
+55.0 "LS-1" STR. NO. 104
SEE DWG. NO. PN-08
+24.0 "NER" STR. NO. 102
"A
"
+19.4
3
"A
"
+19.4
3
"A
"
+21.59
12’
12’
SHARED-USE P
ATH
311.32’ LT.
270+74.96
PN-02
WSL
EAK
WSL
JSB
1" = 50’
LINE "A"
STA. 266+00 TO STA. 281+00
PLAN SHEET
14
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E 266+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
1
MA
TC
HLIN
E 281+00.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
3
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
V-02
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
LINE "A"
STA. 266+00 TO STA. 281+00
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
15
MA
TC
HLIN
E
ST
A. 266+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
1
MA
TC
HLIN
E
ST
A. 281+00.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
3
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvL
A002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:3
7 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34 NOGAP105038020800.000000LA774
P.V.I. STA. = 267+60.00
ELEV. = 539.55
+1.00% -0.60%
L.V.C. = 500.00’
-0.60%
ALONG LINE "A"
PROPOSED GRADE
-9.60%
-3.79%
-0.53%-2.19%
-2.80%
-0.53%
-20.42
% +13.87%
-1.00%
-1.00%
-4.38%(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
+19.4
3
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
Concrete Barrier Continued on Line "SER"
ALONG LINE "A"
EXISTING GRADE
1,090.29 L.F. Concrete Barrier, 45 IN, LT.
522.98
+21.90
482.00
+54.31
487.30
+92.53
532.21
+00.00
536.00
+00.00
534.60
+15.00
528.46
+05.00
526.74
+02.00
526.51
+00.00528.26
+20.00
525.00
+50.00
INV. 495.37
APPROXIMATE
STR. NO. 101
266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00
517.8
508.9
501.3
494.9
498.6
501.4
509.3
520.9
530.3
534.8
541.6
546.8
548.4
549.3
550.3
549.0
546.7
543.1
540.8
539.5
538.6
537.4
534.8
533.3
533.0
532.9
533.3
533.1
533.5
532.9
531.7
537.8
2
538.14
538.3
7
538.5
3
538.6
1
538.6
1
538.5
2
538.3
6
538.12
537.8
2
537.5
2
537.2
2
536.9
3
536.6
3
536.3
3
536.0
3
535.7
3
535.4
4
535.14
534.8
4
534.5
4
534.2
4
533.9
4
533.6
5
533.3
5
533.0
5
532.7
5
532.4
5
532.16
531.87
531.61
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn003.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:4
1 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34TX TX ODD
LINE "A"
CLARK COUNTY
UTICA TOWNSHIP
SEC. 25, T-2-S, R-6-E
GILMORE CONSTRUCTION INC.
GILMORE CONSTRUCTION INC.
285+0
0
290+0
0
295+0
0
Grass
Grass
Woods
Woods
Grass
Grass
Grass
Grass
Woods
Grass
Woods
Grass
S.R. 265 E.B.L.
S.R. 265 W.B.L.
S.R. 265 E.B.L.
CONSTRUCTION LIMITS
APP. SECTIO
N LINE
.453.82’ LT
284+99.10
255.64’ LT.
290+30.41
380.08’ RT.
283+01.24
194.80’ RT.
290+11.96
S.R. 265 W.B.L.
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
L.A. R/W, A.C.
L. & F.F.T.F
.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/
W, A.C.L. &
F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
233.09’
292+84.98
S 68° 35’ 01" W
76°5’39"
AreaWooded
65+00
RAMP "SWR"
60+00
N 70° 52’ 27" E
S 67° 26’ 16" W
RAMP "NWR"
S 53° 1
7’ 23" W
P.T. STA. 66+80.71 "SWR"
P.C. STA. 64+66.57 "SWR"
P.T. STA. 61+16.57 "SWR"
P.I. STA. 59+79.79 "SWR"
P.C. STA. 58+41.10 "SWR"
P.I. STA. 65+74.01 "SWR"
P.I. STA. 112+19.36 "NWR"
P.C.C. STA. 111+44.34 "NWR"
P.I. STA. 110+51.25 "NWR"
P.C. STA. 109+57.56 "NWR"
P.C. STA. 103+08.79 "NWR"
P.I. STA. 104+34.13 "NWR"
P.T. STA. 105+57.56 "NWR"
RAMP "SWR"
O.P.O.T. STA. 293+60.00 "A", 63.25’ RT.
P.O.T. STA. 115+94.40 "NWR"=
P.I. STA. 51+90.91 "SWR"
P.T. STA. 53+81.77 "SWR"
P.T. STA. 283+09.70 "A"
L.A. R/W, A.C.L. & F.F.T.F.
P.T. STA. 112+94.34 "NWR"
G.R.
STA. 58+41.06 "SWR"
BEGIN CONSTRUCTION
STA. 110+42.00 "NWR"
END CONSTRUCTION
Flow
Flow
105+00
110+00
115+00
55+00
12’
24’
4’
4’
24’
12’
16’
4’
8’
"A"
+70.0
0
16’
24’
12’
4’
2’
24’
8’
8’
16’
4’
"A"
+73.8
7
CONSTRUCTION LIMITS
CONSTRUCT
ION LIMIT
S
CONSTR
UCTIO
N LIM
ITS
10’
10’
S.E. = 6.6%
E = 5.48’
R = 1,050.00’
L = 214.15’
T = 107.45’
= 11° 41’ 07" RT.
P.I. 65+74.01 "SWR"
CURVE DATA
S.E. = 8.0%
E = 9.97’
R = 960.00’
L = 275.47’
T = 138.69’
= 16° 26’ 27" RT.
P.I. 59+79.79 "SWR"
CURVE DATA
S.E. = 3.0%
E = 1.91’
R = 9,549.30’
L = 381.77’
T = 190.91’
= 2° 17’ 26" RT.
P.I. 51+90.91 "SWR"
CURVE DATA
23.2
5’
23.2
5’
12’
S.E. = 7.4%
E = 9.50’
R = 822.00’
L = 248.77’
T = 125.34’
= 17° 20’ 24" LT.
P.I. 104+34.13 "NWR"
CURVE DATA
S.E. = 8.0%
E = 4.56’
R = 960.00’
L = 186.79’
T = 93.69’
= 11° 08’ 53" RT.
P.I. 110+51.25 "NWR"
CURVE DATA
S.E. = 4.46%
E = 0.98’
R = 2,864.79’
L = 150.00’
T = 75.02’
= 3° 00’ 00" RT.
P.I. 112+19.36 "NWR"
CURVE DATA
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
23.2
5’
23.2
5’
SEE DWG. NO. PN-09
+50.0, "NWR" STR. NO. 107
SEE DWG. NO. PN-11
+95.0 "SWR" STR. NO. 105
RCB REQ’D
732’ OF 8’ X 6’
+87.0 "A" STR. NO. 106
"A"
+05.8
4
"A"
+20.0
0
"A"
+60.0
0
DES. NO. 0810243PROJECT NO. 0810243MATCHLINE SEE
13’
(DES. NO. 0810242)
MAINLINE S.R. 265
STA. 295+79.00 "A"
END PROJECT
E: 32506.5946
N: 1112051.7001
+21.04
PN-03
WSL
EAK
1" = 50’
LINE "A"
PLAN SHEET
STA. 281+00 TO STA. 296+00
JSB
WSL
16
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E 281+00.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
2
MA
TC
HLIN
E 296+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
4
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
V-03
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
LINE "A"
STA. 281+00 TO STA. 296+00
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
17
MA
TC
HLIN
E
ST
A. 281+00.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
2
MA
TC
HLIN
E
ST
A. 296+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
4
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvL
A003.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:4
3
PM
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34 NOGAP105038020800.000000LA774
P.V.I. STA. = 281+10.00
ELEV. = 531.50
-0.33%
L.V.C. = 200.00’
P.V.I. STA. = 293+00.00
ELEV. = 527.55
-0.33% -1.23%
L.V.C. = 400.00’
-1.23%
ALONG LINE "A"
PROPOSED GRADE
ALONG LINE "A"
PROPOSED GRADE
+23.8
7
281.25 L.F. W-Beam Guardrail, RT.
-2.80% +0.97%
+0.97%+0.88% -1.16%
-1.16%
-21.5
0%
-21.5
0%
518.43
+00.00
-4.38% +3.15%
+3.15%-0.86%
-0.86%-4.68%
-9.60%
-18.70
%
-10.00%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
ALONG LINE "A"
EXISTING GRADE
511.13
+67.00
520.32
+20.86524.49
+50.00
523.19
+50.00
523.85
+33.00
521.59
+20.64
522.73
+05.84
515.99
+50.00518.33
+00.00
506.39
+50.00
497.04
+00.00
INV. 494.66
APPROXIMATE
STR. NO. 106
(DES. NO. 0810242)
ELEV. 524.12
Sta. 295+79.00 "A"
END PROJECT
59.2
0
84.4
0
GR. End Treatment, Type MS, LT.
308.00 L.F. W-Beam Guardrail, Double Faced, LT.
Transition, Type TGB, LT.
GR END Treatment, Type OS, RT.
281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00
531.7
529.3
525.5
519.2
509.9
500.4
493.6
497.4
508.0
519.4
530.5
537.6
541.1
542.6
544.2
545.7
546.8
547.3
547.2
547.1
546.0
544.8
543.3
541.2
538.1
533.9
528.0
519.8
510.7
499.8
488.3
531.61
531.39
531.20
531.04
530.8
7
530.7
0
530.5
4
530.3
7
530.2
1
530.0
4
529.8
7
529.7
1
529.5
4
529.3
8
529.2
1
529.0
4
528.8
8
528.7
1
528.5
5
528.3
8
528.2
1
528.0
2
527.7
7
527.4
6
527.10
526.6
8
526.2
1
525.6
8
525.0
9
524.4
8
523.8
7
F.P.
F.P.
F.P.
F.P.
F.P.
F.P. F.P
.
F.P. F.P.F.P.
F.P.
F.P. F.P
.
F.P.
F.P. F.P.
F.P.
F.P.
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn004.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:4
7 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34TX TX EVEN
LINE "A"
GREGORY S. BROWN
ROBIN M. BREY
SARA MORROWDAN R. &
LAURA GILMORELARRY FASENMYER
AMY W. PENDLETONCRISTOPHER S. &
KATHRYN BLUSTRAYMOND &
RUTH PEYELERTHOMAS &
PATRICIA J. SPELLMANTHOMAS L. &
RU
TH
A. GIL
MO
RE
GA
RY
D. &
GILMORE CONSTRUCTION, INC.
GILMORE CONSTRUCTION, INC.
GILMORE CONSTRUCTION, INC.
GILMORE CONSTRUCTION INC.
GILMORE CONSTRUCTION, INC.
300+0
0
305+0
0
310
+00
Grass
GrassBrush Pile
Shrub Area
Shrub Area
Shrub Area
Shrub Area
Field Drive
Field
Drive
Brush Pile
Shrub Area
Grass
Grass
Shrub Area
Woods
Field
Drive
Shrub Area
Woods
Weeds
Field
Drive
Woods
Field
Drive
Field
Drive
Field Drive
AP
P. S
ECTIO
N
LIN
E
AP
P. PL
APP. PL
AP
P. PL
S.R. 265 E.B.L.
S.R. 265 W.B.L.
Unna
med
Creek
JAMES A. & THERESA G. DOOLEY
JAMES A. & THERESA G. DOOLEY
CONSTRUCTION LIMITS
161.43’ RT.
306+95.04
Shrub Area
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 26
CLARK COUNTYUTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 17
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.
F.
S 68° 35’ 01" W
272.77’ LT.
296+02.82
50+00
Flo
w
Flo
w
Flo
w
CONSTRUCTION LI
MITS
O.P.O.T. STA. 297+61.23 "A",63.25’ LT.
P.C. STA. 50+00.00 "SWR"=
PN-04
WSL
EAK
WSL
JSB
1" = 50’
LINE "A"
PLAN SHEET
STA. 296+00 TO STA. 297+05
18
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E 296+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O. P
N-0
3
FOR INFORMATION ONLY
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
V-04
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
LINE "A"
STA. 296+00 TO STA. 297+05
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
19
MA
TC
HLIN
E
ST
A. 296+0
0.0
0
LIN
E "A
" S
EE
DW
G.N
O.
V-0
3
FOR INFORMATION ONLY
ALONG LINE "A"
EXISTING GRADE
ALONG LINE "A"
PROPOSED GRADE
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\B
VL
A004.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:4
9 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34 NOGAP105038020800.000000LA774
+05.0
0
281.25 L.F. W-Beam Guardrail, RT.
-21.5
0%
-18.00%
-10.00%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
ALONG LINE "A"
EXISTING GRADE
475.43
+00.00
476.54
+05.00
456.53
+05.00
296+00 297+00 298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00
488.3
477.1
469.7
464.6
458.3
457.8
456.6
460.8
461.6
458.1
457.5
461.9
475.1
487.6
501.0
513.6
524.1
531.9
531.8
533.9
536.0
542.2
541.6
538.9
537.3
536.5
532.7
528.9
521.6
518.9
513.9
523.8
7
523.2
5
522.6
4
DRIFT FENCE ??
TX TX BOTTOM
GILMORE CONSTRUCTION INC.
JOE H. & PEGGY L. NEALY
JOE H. & PEGGY L. NEALY
LEE ALLEN & LINDA JAMES
LINE "LS-1"
P.O.T. STA. 9+60.80 "LS-1"
SALEM ROAD
APP. PL
APP. PL
APP. PL
AP
P. P L
AP
P. P L
Salem Roa
d Asphalt
Woods
Woods
Grass
Grass
Grass
Grass
Grass
Grass
Woods
Woods
Bldg.
Bldg.
Bldg.
Bldg.
Bldg.
Bldg.
Bldg.
Bldg.
Bldg.
Asphalt
Asphalt
Asphalt
Woods
C.L.T.F.
Asphalt
10+0
0
E: 34273.9230
N: 111640.6766
F.F.T.F.
F.F.T.F.
APP. PL
AP
P. P L
Asphalt
WoodsWoods
Shrubs
Walk
PWP.
PWP.
PWP.
L. Pole
L. Pole
Field
Drive
PWP.
PWP.Guy
L. Pole
PWP.
PWP.
PWP.
PWP.PWP.
PWP.
PWP.
Shrubs
69.54’ LT.
11+58.24
85.45’ RT.
11+59.90R/W
R/WR/W
R/W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
STA. 11+95.00 "LS-1", 32.33’ RT.
END C.L.T.F.
C.L.T.F.
NOTE
SEE
NOTE
SEE
APP. PL APP. PL
SALEM ROAD
STA. 11+95.00 "LS-1"
BEGIN CONSTRUCTION
24’
8’
8’
15’
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
12’
SHARED-USE PATH
SALEM ROAD
STA. 9+95.00 "LS-1"
BEGIN INCIDENTAL CONSTRUCTION
CONSTRUCTION LIMITS
13’
CONSTRUCTION LIMITS
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BpnLS10
01.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:5
2 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
PN-05
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
STA. 9+60.80 TO STA. 13+00
20
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1"
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
LINE "LS-1" SALEM ROAD
MA
TC
HLIN
E 13
+00.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O. P
N-0
6
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
V-05
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
21
LINE "LS-1" SALEM ROAD
STA. 9+60.80 TO STA. 13+00
MA
TC
HLIN
E
ST
A. 13
+00.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O.
V-0
6
ELEV. 542.41
STA. 11+95.00 "LS-1"
BEGIN CONSTRUCTION
ALONG LINE "LS-1"
EXISTING GRADE
ALONG LINE "LS-1"
PROPOSED GRADE
-0.30%
539.70
+95.00
-0.77%
(PLOTTED 25’ ABOVE DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
STA. 9+95.00 "LS-1"
BEGIN INCIDENTAL CONSTRUCTION
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvLS10
01.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:5
4 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
10+00 11+00 12+00 13+00
546.9
545.2
543.6
542.8
542.4
542.1
541.8
542.3
7
542.0
4
542.0
0
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BpnLS10
02.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:5
7 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
GILMORE CONSTRUCTION INC.
GILMORE CONSTRUCTION INC.
T. J. MARK, LLC
LINE "LS-1"
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY16
APP. S
ECTIO
N
LIN
E
APP. S
ECTIO
N
LIN
E
P.C. STA. 15+00.42 "LS-1"
P.I. STA. 15+51.21 "LS-1"
P.T. STA. 16+02.00 "LS-1"
P.O.T. STA. 99+99.26 "NER" =
P.O.T. STA. 22+66.14 "LS-1"
P.O.T. STA. 100+00.00 "NWR"
LIN
E "A
"
15+0
0
25+0
0
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
TX TX TOP
Grass
Woods
Grass
Pond
LA
PP. P
MARK S. & JACQUELINE JAMES
C.L.T.F.
Field
Drive
Bld
g.
C.L.T.F.
Wooded Area
Wooded Area
90°0’0"
LINE "LS-1"
Field
Drive
APP. PL
Wooded
Area
Grass
Grass
Grass
Woods
Grass
S.R. 265
W.B.L.
Grass
Grass
Grass
Field Drive
S.R. 265
E.B.L.
SALEM ROAD
SALEM ROAD
S.R. 265
S.R. 265
Field
Drive
Wooded
Area
Field
Drive
Wooded
Area
Field
Drive
LAPP. P
APP. PL
LAPP. P
280+0
0
78.17’ LT.
14+98.16
379.15’ LT.
280+04.96 "A"
96.81’ RT.
15+00.04
393.31’ LT.
275+09.72 "A"
345.18’ RT.
279+86.99 "A"
105.00’ RT.
25+20.84
364.63’ RT.
276+74.72
56.72’ LT.
26+72.08
Salem Rd. Over S.R. 265
STR. NO. 20
Field Drive
G.R.
R/W
R/W
105’ R/W
R/
W
R/W R/W
R/W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
L.A. R/
W, A.C.L. & F.F.T.F.
L.A. R/
W, A.C.L.
&
F.F.T.F.
C.L.T.F.
103.53’ LT.
24+49.03
B
B
E
E
+50, 4
3.5’ L
T. "L
S-1"
N 13° 44’ 40" W
LINE "LS-1"
S.E. = N.C.
E = 0.14’
R = 9,300.00’
L = 101.58’
T = 50.79’
= 0° 37’ 33" LT.
P.I. 15+51.21 "LS-1"
CURVE DATA
O.P.0.C. STA. 15+75.71 "LS-1", 20.03’ LT.
85°0’0"
90°0’0"
90+0
0R
AM
P "N
ER"
RA
MP "N
WR"
N 75° 37’ 47"
E
RA
MP "S
WR"
RA
MP "S
ER"
65+0
0 P.I. STA. 104+34.13 "NWR"
P.C. STA. 103+08.79 "NWR"
&
F.F.T.F.
L.A. R/
W,
A.C.L.
STA. 100+22.08 "NWR"
BEGIN CONSTRUCTION
STA. 92+77.26 "NER"
END CONSTRUCTION
P.T. STA. 90+19.92 "NER"
20+0
0
P.I. STA. 65+74.01 "SWR"
P.T. STA. 66+80.71 "SWR"
P.T. STA. 104+29.14 "SER"
P.I. STA. 103+38.76 "SER"
&
F.F.T.F.
L.A. R/
W, A.C.L.
& F.F.T.F.
L.A. R/
W, A.C.L.
P.C. STA. 102+48.19 "SER"
"LS-1"
+02.2
910’
P.O.T. STA. 17+00.14 "LS-1" =
P.O.T. STA. 100+00.00 "SER" =
P.O.T. STA. 69+38.29 "SWR"
STA. 69+16.29 "SWR"
END CONSTRUCTION
STA. 100+22.17 "SER"
BEGIN CONSTRUCTION
L.A. R/W, A.C.L. & F.F.T.F.
Flo
w
12’
24’
4’
4’
24’
12’
8’
10’
8’
10’
24’
+75.0
0
+50.0
022’
22’
+20.0
022’
22’2
4’
+95.0
0
15’
16’
16’
8’
4’
125’
R
40’
R
40’
R
40’
R40’
R40’
R
40’
R
125’R
16’
8’
4’
16’
4’
16’
8’4’
"LS-1"
+87.4
3
"LS-1"
+44.4
6
"LS-1"
+79.3
3
"LS-1"
+46.6
7
"LS-1"
+81.5
4
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS CONSTRUCTION LIMITSC
ONS
TR
UC
TIO
N
LIMIT
S
83°0’0"
23.25’ 23.25’
DEFORMED PIPE REQ’D
323’ OF 68" X 43"
M-4 MANHOLE &
STR. NO. 109
SEE DWG. NO. PN-08
+24.0 "NER" STR. NO. 102
PIPE END SECTIONS REQ’D
220’ OF 36" PIPE & 2
+55.0 "LS-1" STR. NO. 104
10’
BEGIN PAVING EXCEPTION
STA. 19+05.14 "LS-1"
STA. 21+20.86 "LS-1"
END PAVING EXCEPTION
2 - END SECTIONS REQ’D
242’ OF 36" PIPE &
+50.0 "LS-1" STR. NO. 103
12’
12’
SHARED-USE PATH
PN-06
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
STA. 13+00 TO STA. 28+00
22
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
"GROUP 1 POSTS REQUIRED FOR F.F.T.F." EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1" INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE"ALL R/W ON THIS SHEET TO BE AS SHOWN."
LINE "LS-1" SALEM ROAD
MA
TC
HLIN
E 13
+00.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O. P
N-0
5
MA
TC
HLIN
E 28+0
0.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O. P
N-0
7
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
V-06
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
STA. 13+00 TO STA. 28+00
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
23
LINE "LS-1" SALEM ROAD
MA
TC
HLIN
E
ST
A. 13
+00.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O.
V-0
5
MA
TC
HLIN
E
ST
A. 28+0
0.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O.
V-0
7
MIN.
VE
RT. C
LR.
MIN.
VE
RT. C
LR.
S.R. 265 E.B.L. S.R. 265 W.B.L.
P.V.I. STA. = 20+10.00
ELEV. = 559.88
L.V.C. = 540.00’
ALONG LINE "LS-1"
PROPOSED GRADE
ALONG LINE "LS-1"
EXISTING GRADE
PAVING EXCEPTION
INV. 526.03
APPROXIMATE
STR. NO. 103
INV. 528.37
APPROXIMATE
STR. NO. 104
STR. NO. 109
P.V.I. STA. = 13+70.00
ELEV. = 541.06
-0.77% +2.94%
L.V.C. = 300.00’
+2.94% -1.71%
-0.30%
+1.12%
+0.30%
(PLOTTED 30’ ABOVE DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED 25’ ABOVE DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
+1.93% +4.06%
+1.37%
+1.17%+0.30% -1.26%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
+2.29% -2.02%
(PLOTTED 30’ ABOVE DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
Guardrail End Treatment, Type OS, RT.
+81.54
+87.7
9
+46.6
7
+40.4
2
+44.4
6
+38.2
1
+79.3
3
+85.5
8
Guardrail End Treatment, Type OS, LT.
375 L.F. W-Beam Guardrail, LT.
+37.3
2
Transition, Type TGB, RT.
Transition, Type TGB, LT.
Transition, Type TGB, LT.
Transition, Type TGB, RT.Guardrail End Treatment, Type OS, RT.
Guardrail End Treatment, Type OS, LT. Guardrail End Treatment, Type OS, LT.
197’ of 68"x43" Eliptical Pipe @ +0.38% Pipe @ +0.38%127’ of 68"x43" Eliptical
541.24
+80.00
541.42
+90.00
538.39
+30.73
535.94
+10.00
536.71
+50.00
543.28
+34.94
542.80
+00.00
534.52
+90.00
534.70
+50.00
539.28
+50.00
543.86
+50.00
535.91
+80.00
542.50
+50.00
19+0
5.14
21+20.8
6
+00.0
0
+61.91
6.25 L.F. W-Beam Guardrail, RT.
6.25 L.F. W-Beam Guardrail, LT.
6.25 L.F. W-Beam Guardrail, RT.
6.25 L.F. W-Beam Guardrail, LT.
165.63 L.F. W-Beam Guardrail, RT.
Guardrail Continued on Line "SER"
16’-10�
"
17’-8�
"
Bent (Typ.)
Integral End
Retaining Wall (Typ.)
Driving Resistance
XXX Kips, Nominal
H-Piles Driven to
@ End Bents.
Driving Resistance
XXX Kips, Nominal
H-Piles Driven to
Type 3 (Typ.)
Structure Backfill
Slope 1:4 (Typ.)
(Typ.)1’-6"
534.00
+43.84
540.97
+51.80
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
541.8
541.8
541.8
541.8
543.1
545.2
546.6
544.0
540.6
537.8
533.6
529.9
528.1
528.9
531.9
536.6
541.6
546.7
550.4
551.9
551.9
549.8
548.3
545.6
547.0
548.5
550.8
553.1
554.5
555.6
554.5
542.0
0
542.2
6
542.8
3
543.7
2
544.9
1
546.3
5
547.8
2
549.2
9
550.7
6
552.2
3
553.5
5
554.6
5
555.5
4
556.2
1
556.6
7
556.9
2
556.9
4
556.7
6
556.3
5
555.7
3
554.9
2
554.0
6
553.2
1
552.3
5
551.50
550.6
4
549.7
9
548.9
3
548.0
8
547.2
2
546.3
7
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvLS10
02.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
5:5
9 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BpnLS10
03.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:0
2 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34TX TX BOTTOM
GILMORE CONSTRUCTION INC.
T. J. MARK, LLC
T. J. MARK, LLC
LINE "LS-1"
P.C. STA. 29+14.55 "LS-1"
P.I. STA. 33+63.98 "LS-1"
P.O.T. STA. 40+70.08 "LS-1"
N 34° 01’ 52" E
35+0
0
30+0
0
40+0
0
Grass
APP. PL
Field Drive
Woo
ded Area SALEM ROAD
Grass
Grass
AP
P. PL
AP
P. PL
Asphalt
C.L.T.F.
C.L.T.F.
Asphalt
Asphalt Drive
Grass
Grass
P.T. STA. 37+59.31 "LS-1"LI
NE "LS-
1"
PW
P
PW
P
PW
P
PW
P
PW
P
PW
P
Sign
PW
P
85.00’ LT.
37+59.31
85.00’ L.T
+P (39+17.45)L
75.00’ RT.
P (39+21.65)L
75.00’ RT.
37+59.31
105.00’ RT.
29+14.55
.75.00’ RT
32+00.00
.85.00’ LT
33+40.00
Patr
ol
Road
Patr
ol
Road
107.82’ LT.
28+13.58
105’ R/W
R/W
R/W
85’ R/W
75’ R/W
85’ R/W
75’ R/W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
90°0’0"
S.E. = N.C.
E = 96.35’
R = 1,000.00’
L = 844.76’
T = 449.43’
= 48° 24’ 05" RT.
P.I. 33+63.98 "LS-1"
CURVE DATA
SALEM ROAD
STA. 39+79.57 "LS-1"
END CONSTRUCTION
24’
8’
8’
8’
+16.4
4 60’
R
60’
R
"LS-1"
+62.2
2
CONSTRUCT
ION
LIMI
TS
CONSTRUCT
ION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
E: 34114.17
N: 114297.73
DEFORMED PIPE REQ’D
89’ OF 49" X 32"
+00.0 "LS-1" STR. NO. 108
PN-07
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
STA. 28+00 TO STA. 40+70.08
24
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-1"
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
LINE "LS-1" SALEM ROAD
MAT
CH
LIN
E 28+0
0.0
0 LIN
E "L
S-1" SE
E
DW
G.N
O. P
N-0
6
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
V-07
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
25
LINE "LS-1" SALEM ROAD
STA. 28+00 TO STA. 39+83.51
MA
TC
HLIN
E
ST
A. 28+0
0.0
0
LIN
E "L
S-1"
SE
E
DW
G.N
O.
V-0
6
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
554.5
552.2
549.8
547.1
545.1
542.4
540.8
539.4
538.9
539.0
539.4
540.4
541.3
542.5
544.2
546.3
548.3
550.3
552.1
553.8
555.5
556.4
557.4
557.6
557.4
557.2
546.3
7
545.5
1
544.6
6
543.8
0
542.9
5
542.2
5
541.86
541.78
542.0
2
542.5
6
543.4
2
544.4
4
545.4
5
546.4
6
547.4
8
548.4
9
549.5
1
550.5
2
551.53
552.5
5
553.5
6
554.5
7
555.5
9
556.6
0
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvLS10
03.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:0
3
PM
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
ALONG LINE "LS-1"
PROPOSED GRADE
ALONG LINE "LS-1"
EXISTING GRADE
INV. 537.25
STR. NO. 108
INV. 537.50
STR. NO. 108
P.V.I. STA. = 31+50.00
ELEV. = 540.38
-1.71% +2.03%
L.V.C. = 300.00’
ELEV. 557.20
STA. 39+79.57 "LS-1"
END CONSTRUCTION
+0.30%
+2.27%(PLOTTED 30’ ABOVE DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
-1.26%-0.30%
+1.67%
+2.20%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
+12.2
2Guardrail End Treatment, Type OS, LT.
375 L.F. W-Beam Guardrail, LT.
538.10
+99.00540.00
+50.00
537.40
+50.00
551.00
+50.00
551.00
+50.00
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn
NE
R002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:0
7 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
TX TX CROSS_ODD
T.J. MARK, LLC
Field
Drive
Woods
Grass
P.T. STA. 16+02.00 "LS-1"
Grass
Grass
Field Driv
e
Bldg.
Wooded
Area
Wooded
Area
N 75° 37’ 47" E
RAMP "SWR"
Field Driv
e Woode
d Ar
ea
Field Driv
e
APP. PL
APP. SECT
ION LIN
E
APP. PL
LIN
E "L
S-1"
20+0
0
Woods
Grass
Woods
Grass
Grass
Tangent Line
"A"
LINE "A"
APP. PL
Field
Drive
Grass
Woods
Woods
Grass
APP. SECT
ION LIN
E
Grass
Grass
Field
Drive
Wooded
Area
S.R. 265 E.B.L.
S.R. 265 W.B.L.
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
Unna
med
Ditch
S.R. 265 E.B.L.
S.R. 265 W.B.L.
SA
LE
M
RO
AD
APP. PL
APP. PL
APP. SECT
ION LIN
E
R/
W
R/
W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C
.L. & F.F.T
.F.
L.A. R/W, A.C.L. & F.F.T.F.
& F.F.T.F.
L.A. R/W, A.C.L.
C.L.T.F.
B
LIN
E "L
S-1"
GILMORE CONSTRUCTION INC.
GILMORE CONSTRUCTION INC.
C.L.T.F.
S 68° 35’ 0
1" W
110+00
G.R.
105+00
RAMP "SER"
85+00
90+00 RAMP "NER"
RAMP "NWR"
P.O.T. STA. 17+00.14 "LS-1" =
P.O.T. STA. 69+38.29 "SWR"
P.O.T. STA. 100+00.00 "SER" =
"LS-1"
+79.33
"LS-1"
+81.54
10’+46.67 "LS-1"10’ +44.46 "LS-1"
85°0’0"
P.O.T. STA. 92+99.26 "NER" =
P.O.T. STA. 22+66.14 "LS-1"
P.O.T. STA. 100+00.00 "NWR"
63°4’40"
P.C. STA. 80+58.24 "NER"
BEGIN CONSTRUCTION
Flo
w
90°0’0"
90°0’0"
330.89’ RT.
269+17.61
345.18’ RT.
279+86.99
364.63’ RT.
276+74.72
E
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
10’
G.R.G.R.
G.R.
P.I. STA. 110+58.53 "SER"
CONCRETE BARRIER
STA. 106+93.14 "SER", 13.00’ RT.
END G.R. & BEGIN CONC. BARRIER
P.C. STA. 106+93.14 "SER"
P.T. STA. 104+29.14 "SER"
P.I. STA. 103+38.76 "SER"
P.C. STA. 102+48.19 "SER"
P.I. STA. 81+89.75 "NER"
P.T. STA. 83+21.11 "NER"
P.I. STA. 88+12.50 "NER"
P.C. STA. 86+01.11 "NER"
STA. 92+77.26 "NER"
END CONSTRUCTION
G.R.
10’
STA. 100+22.08 "NWR"
BEGIN CONSTRUCTION
STA. 100+22.17 "SER"
BEGIN CONSTRUCTION
STA. 69+16.29 "SWR"
END CONSTRUCTION
STA. 110+98.19 "SER"
END CONSTRUCTION
Salem Rd. Over S.R. 265
STR. NO. 20
P.T. STA. 90+19.92 "NER"
12’
24’
4’
4’
24’
12’
4’
12’
16’
16’-4
"16’
4’
4’
16’
8’
"NE
R"
+01.74
10’
12’
"NE
R"
+25.2
1
8’
40’R
40’
R
125’
R
40’
R
40’
R
125’
R
40’
R
40’
R
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
83°0’0"
23.2
5’
23.2
5’
S.E. = 6.6%
E = 39.97’
R = 1,650.00’
L = 719.18’
T = 365.39’
= 24° 58’ 24" RT.
P.I. 110+58.53 "SER"
CURVE DATA
S.E. = 5.0%
E = 2.48’
R = 1,650.00’
L = 180.95’
T = 90.57’
= 6° 17’ 00" LT.
P.I. 103+38.76 "SER"
CURVE DATA
CONSTRUCTION LIMITS
S.E. = 4.0%
E = 2.64’
R = 3,270.00’
L = 262.87’
T = 131.51’
= 4° 36’ 22" RT.
P.I. 81+89.75 "NER"
CURVE DATA
S.E. = 6.0%
E = 17.75’
R = 1,250.00’
L = 418.80’
T = 211.38’
= 19° 11’ 47" LT.
P.I. 88+12.50 "NER"
CURVE DATA
83°0’0"
SEE DWG. NO. PN-02
+90.0 "A" STR. NO. 101
SEE DWG. NO. PN-06
+50.0 "LS-1" STR. NO. 103
SEE DWG. NO. PN-06
+55.0 "LS-1" STR. NO. 104
PIPE END SECTIONS REQ’D
145’ OF 30" PIPE & 2
+24.0 "NER" STR. NO. 102
12’
12’
SHARED-USE P
ATH
L.A. R/W, A.C.L. & F.F.T.F. 311.32’ LT.
270+74.96
PN-08
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
STA. 80+00 TO STA. 92+99.26
RAMP "NER"
26
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E
ST
A. 80+0
0.0
0
RA
MP "N
ER"
SE
E
DW
G. N
O. P
N-0
8
V-08
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
RAMP "NER"
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
LT. E
P. E
L.
LT. E
P. E
L.
500
495
490
505
510
515
520
525
530
535
540
545
550
555
560
565
500
495
490
505
510
515
520
525
530
535
540
545
550
555
560
565
27
80+58.24 TO STA. 86+00
1" = 10’
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvN
ER001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:0
8 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
INL.EL. 540.40
STR. NO. 102
INL.EL. 509.02
STR. NO. 101
+0.48%+3.
33%
+3.33
%
+2.00%
P.V.I. STA. = 88+50.00
ELEV. = 542.51
L.V.C. = 400.00’
P.V.I. STA. = 91+50.00
ELEV. = 552.50
L.V.C. = 180.00’
ELEV. 538.71
Sta. 80+58.24 "NER"
BEGIN PROFILE
ELEV. 555.05
Sta. 92+77.26 "NER"
END PROFILE
ALONG RAMP "NER"
PROPOSED GRADE & RT. E.P.
ALONG RAMP "NER"
PROPOSED GRADE & RT. E.P.
RAMP "NER"
EXISTING GRADE ALONG
RAMP "NER"
EXISTING GRADE ALONG
-3.75%
-0.50%(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
-1.63%+4.
00%
+11.50
%
+9.00%
+9.00%
+2.32%
-0.30% +0.85%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
GR END TREATMENT, TYPE OS, RT.
536.00
+35.80
-0.50%
225 L.F. W-Beam Guardrail RT.
+75.3
7
+00.8
0
GR TERMINAL SECTION, W-BEAM
PROPOSED LT. E.P.PROPOSED LT. E.P.
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
528.46
+90.87
540.40
+24.00541.01
+20.00
535.91
+00.00
532.21
+36.94
517.91
+00.00
512.16
+50.00
509.00
+71.00
509.57
+35.80
523.12
+58.24
511.78
+00.00
-1.63%
-8.00%
60’ V.C.
0.6
4’
0.4
48’
SUPERELEVATION TRANSITION
SEE SPOT ELEVATION SHEET
ST
A. 80+9
9.0
9
SUPERELEVATION TRANSITION
145.45’
60’ V.C.
ST
A. 82
+79.3
0
ST
A. 84+2
4.7
5
0.6
4’
218.18’
60’ V.C.
ST
A. 86+4
2.9
3
SUPERELEVATION TRANSITION
0.9
6’
540.97
+90.87
228.45’
SUPERELEVATION TRANSITION
60’ V.C. 60’ V.C.
ST
A. 92
+07.9
9
ST
A. 89+7
9.5
4
ST
A. 91+57.3
2
0.9
6’
0.2
74’
85+0078+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
543.1
538.6
533.0
528.2
522.2
515.0
508.8
503.7
503.2
504.6
508.7
512.4
519.1
525.4
530.4
534.7
537.2
539.3
540.6
542.6
546.0
548.0
549.2
549.8
549.9
550.8
550.8
551.0
553.2
538.9
1
539.15
539.3
9
539.6
3
539.8
7
540.11
540.3
5
540.5
9
540.8
3
541.07
541.31
541.55
541.88
542.3
9
543.0
8
543.9
4
544.9
8
546.2
0
547.6
0
549.17
550.7
8
552.2
1
553.4
5
554.5
0
539.5
5
539.7
9
540.0
3
540.2
7
540.4
2
540.4
4
540.4
6
540.4
8
540.5
0
540.5
2
540.5
4
540.6
0
540.9
3
541.43
542.12
542.9
8
544.0
2
545.2
4
546.7
5
548.6
0
550.4
7
552.17
553.6
8
554.7
8
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bpn
NW
R001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:12 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34TX TX CROSS_EVEN
GILMORE CONSTRUCTION INC.
T.J. MARK, LLC
GILMORE CONSTRUCTION INC.
LINE "A"
Woods
Grass
Grass
Woods
Grass
Grass
Field
Drive
Wooded
Area
Grass
Sale
m
Road
S 68° 35’ 01" W
Woods
S 68° 35’ 01" W
285+00
280+00
20+0
0
Field Driv
e
APP. PL
Field D
rive
Wooded A
reaFiel
d Drive
APP. PLAPP. SECTIO
N LINE
AP
P. P
Grass
Grass
Grass
Woods
MARK S. & JACQUELINE JAMES
Woods
Unnamed Ditch
Grass
Grass
Field
Drive
Wooded
Area
L
AP
P. PL
Grass
Grass
Grass
364.63’ RT.
276+74.72
345.18’ RT.
279+86.99
380.08’ RT.
283+01.24
S.R. 265 E.B.L.
S.R. 265 W.B.L.
S.R. 265 E.B.L.
S.R. 265 W.B.L.
R/
W
R/
W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
L.A. R/W, A.
C.L. & F.F
.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
E
B
76°5’39"
Sale
m
Road
LIN
E "L
S-1"
85°0’0"90°0’0" S 5
3° 17’ 23
" WRAMP "NWR"
RAMP "SWR"
60+00
65+00
RAMP "NER"
90+00
S 70° 37’ 47" W
105+00
110+00
P.C. STA. 109+57.56 "NWR"
P.I. STA. 110+51.25 "NWR"
Wooded Area
P.T. STA. 105+57.56 "NWR"
P.I. STA. 104+34.13 "NWR"
P.C. STA. 103+08.79 "NWR"
P.T. STA. 90+19.92 "NER"
105.00’ RT.
25+20.84 "LS-1"
103.53’ LT.
24+49.03 "LS-1"
P.I. STA. 59+79.79 "SWR"
P.T. STA. 61+16.57 "SWR"
P.C. STA. 64+66.57 "SWR"
P.I. STA. 65+74.01 "SWR"
P.T. STA. 66+80.71 "SWR"
P.T. STA. 283+09.70 "A"
25+0
0
P.O.T. STA. 92+99.26 "NER" =
P.O.T. STA. 22+66.14 "LS-1"
P.O.T. STA. 100+00.00 "NWR" =
RAMP "NWR"
P.O.T. STA. 20+12.99 "LS-1"=
P.O.C. STA. 278+16.25 "A"
STA. 92+77.26 "NER"
END CONSTRUCTION
STA. 100+22.08 "NWR"
BEGIN CONSTRUCTION
Flow
Flo
w
105’ R/
W
R/
W
G.R.
G.R.
Flo
w
Salem Rd. Over S.R. 265STR. NO. 20
STA. 110+42.00 "NWR"
END CONSTRUCTION
16’
4’
8’
4’
24’
12’
12’
24’
4’
8’
16’
4’
40’
R
40’
R
40’
R
125’
R
10’
10’
"NW
R"
+34.9
8
"NW
R"
+53.15
"SW
R"
+05.8
7
"SW
R"
+61.18
CONSTRUCT
ION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTIO
N LIMIT
S
GR
GR
23.2
5’
23.2
5’
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
S.E. = 7.4%
E = 9.50’
R = 822.00’
L = 248.77’
T = 125.34’
= 17° 20’ 24" LT.
P.I. 104+34.13 "NWR"
CURVE DATA
S.E. = 8.0%
E = 4.56’
R = 960.00’
L = 186.79’
T = 93.69’
= 11° 08’ 53" RT.
P.I. 110+51.25 "NWR"
CURVE DATA
S.E. = 8.0%
E = 9.97’
R = 960.00’
L = 275.47’
T = 138.69’
= 16° 26’ 27" RT.
P.I. 59+79.79 "SWR"
CURVE DATA
S.E. = 6.6%
E = 5.48’
R = 1,050.00’
L = 214.15’
T = 107.45’
= 11° 41’ 07" RT.
P.I. 65+74.01 "SWR"
CURVE DATA
8’
SEE DWG. NO. PN-06
+50.0 "LS-1" STR. NO. 103
SEE DWG. NO. PN-06
+55.0 "LS-1" STR. NO. 104
SEE DWG. NO. PN-06
+50.0, 43.5’ LT. "LS-1" STR. NO. 109
SEE DWG. NO. PN-08
+24.0 "NER" STR. NO. 102
SEE DWG. NO. PN-03
+87.0 "A" STR. NO. 106
PIPE END SECTIONS REQ’D
200’ OF 36" PIPE & 2
+50.0, "NWR" STR. NO. 107
PN-09
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
STA. 100+00 TO STA. 111+00
RAMP "NWR"
28
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E
ST
A. 111+00.0
0
RA
MP "N
WR"
SE
E
DW
G. N
O. P
N-11
500
V-09
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
1" = 10’
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
LT. E
P. E
L.
LT. E
P. E
L.
495
490
505
510
515
520
525
530
535
540
545
550
555
560
565
500
495
490
505
510
515
520
525
530
535
540
545
550
555
560
565
29
RAMP "NWR"
STA. 100+22.08 TO STA. 110+42.00
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
554.5
0
553.2
5
551.72
549.9
2
547.9
2
545.9
2
543.9
2
541.92
539.9
2
537.9
2
535.9
6
534.18
532.6
0
531.22
530.0
5
529.0
7
528.3
0
527.7
3
527.3
5
527.18
552.4
551.1
549.9
548.2
546.6
544.4
540.7
535.9
529.4
522.5
511.8
503.2
503.3
505.2
513.0
520.8
529.5
536.4
542.9
546.3
547.0
547.3
547.3
554.7
7
553.4
3
551.63
549.5
5
547.2
9
545.0
2
542.7
5
540.7
4
538.7
4
536.7
4
534.9
8
533.4
3
532.0
8
530.9
3
529.9
9
529.2
4
528.7
0
528.3
5
528.2
1
528.2
7
P.V.I. STA. = 101+20.00
ELEV. = 553.12
-2.00%
-4.00%
L.V.C. = 180.00’
P.V.I. STA. = 107+70.00
ELEV. = 527.12
-4.00%
+0.02%
L.V.C. = 500.00’
INL.EL. 508.00
STR. No. 106
ELEV. 527.18
Sta. 110+42.00 "NWR"
END PROFILE
ELEV. 555.08
Sta. 100+22.08 "NWR"
BEGIN PROFILE
ALONG RAMP "NWR"
PROPOSED GRADE & RT. E.P.
RAMP "NWR"
EXISTING GRADE ALONG
-2.42%+0.95%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
-0.86%
-3.83%
-10.00%
+1.00%
+6.50%
+0.30%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
GR END TREATMENT, TYPE OS, RT.
INL.EL. 520.32
STR. No. 107
Out. El. 513.00
STR. No. 107
GR TERMINAL SECTION, W-BEAM
+52.2
2
68.75 L.F. W-BEAM GUARDRAIL RT.
+84.2
9
PROPOSED LT. E.P.
522.27
+88.86
524.49
+88.86
522.00
+00.00
509.00
+00.00508.00
+00.00
520.32
+50.00
528.00
+00.00
528.26
+21.50
533.75
+50.00
534.00
+21.50
0.2
74’
269.92’
SUPERELEVATION TRANSITION
ST
A. 10
0+8
2.7
2
ST
A. 10
3+5
2.6
4
60’ V.C. 60’ V.C.
1.18
4’
535.65’
60’ V.C. 60’ V.C.
ST
A. 10
5+0
5.7
2
ST
A. 110+4
1.37
1.18
4’
1.28’
SUPERELEVATION TRANSITION
ST
A. 10
1+33.3
8
ST
A. 10
7+6
3.11
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvN
WR001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:13
PM
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BpnS
ER001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:17 P
M
jta
ylor
SHEET NO.
of
0810242
0810242
DWG. NO.
265-10-9604
34
TX TX CROSS_BTWN
MARK S. & JACQUELINE JAMES
LINE "A"
LIN
E "L
S-1"
GIL
MO
RE
CO
NS
TR
UC
TIO
N IN
C.
APP. SECTI
ON LINE
Grass
Wooded
Area
Field
Drive
Field
Drive
Grass
Tangent Line "A"
Woods
Grass
Woods
Grass
265+00
Shrubs
270+00
275+00
Woods
APP. PL
RAMP "NER"
APP. SECTI
ON LINE
Wooded
Area
Field
Drive
Bldg.
Field
Drive
T.J. MARK, LLC
Field
Drive
Wooded
Area
Woods
Woods
Grass
Pond
Unna
med
Ditch
Field Drive
GILMORE CONSTRUCTION INC.
Grass
Grass
C.L.T.F.
C.L.T.F.
Grass
Wooded
Area
N 75° 37’ 47" E
SA
LE
M
RO
AD
P.T. STA. 16+02.00 "LS-1"
15+0
0
Woods
Unnamed
Ditch
S.R. 265 W.B.L.
S.R. 265 E.B.L.
Grass
Grass
Grass
Grass
Grass
LEE ALLEN & LINDA JAMES
78.17’ LT.
14+98.16 "LS-1"
Field
Drive
R/
W
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/
W, A.C.L. & F.F.T.F. L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.
C.L.T.F.
Woods
E
B
105+00
110+00
S.E. = N.C.
E = 0.14’
R = 9,300.00’
L = 101.58’
T = 50.79’
= 0° 37’ 33" LT.
P.I. 15+51.21 "LS-1"
CURVE DATA
RAMP "SER"
Grass
Grass
Woods
"LS-1"
+02.29
N 13
° 44’ 40"
W
RAMP "SWR"
APP. PLAPP. PL
LAP
P. P
G.R.
393.31’ LT.
275+09.72
P.O.T. STA. 17+00.14 "LS-1" =
P.O.T. STA. 69+38.29 "SWR"
P.O.T. STA. 100+00.00 "SER" =
96.81’ RT.
15+00.04 "LS-1"
90°0’0"
APP. PL
G.R.
10’
R/
W
LA
PP. P
APP. PL
CONCRETE BARRIER
STA. 106+93.14 "SER", 13.00’ RT.
END G.R. & BEGIN CONC. BARRIER
P.C. STA. 106+93.14 "SER"
P.T. STA. 104+29.14 "SER"
P.C. STA. 102+48.19 "SER"
P.I. STA. 103+38.76 "SER"
100+00
N 87° 19’ 10" E
P.I. STA. 110+58.53 "SER"
S.E. = 3.463%
E = 1,296.28’
R = 5,932.65’
L = 7,216.40’
T = 4,130.51’
= 69° 41’ 38" LT.
P.I. 252+23.81 "A"
CURVE DATA
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
Salem Rd. Over S.R. 265
STR. NO. 2020+0
0
379.15’ LT.
280+04.96
P.C. STA. 15+00.42 "LS-1"
63°4’40"
Flo
w
Flo
w
Flo
w
Flo
w
G.R.
C.L.T.F.
STA. 69+16.29 "SWR"
END CONSTRUCTION
STA. 100+22.17 "SER"
BEGIN CONSTRUCTION
STA. 110+98.19 "SER"
END CONSTRUCTION
P.C. STA. 80+58.24 "NER"
BEGIN CONSTRUCTION
P.I. STA. 81+89.75 "NER"
P.T. STA. 83+21.11 "NER"
P.C. STA. 86+01.11 "NER"
85+00
80+00
12’
24’
4’
4’
12’
24’
16’
8’
4’
24’+95.00
10’ 8’
LIN
E "L
S-1"
12’
15’
P.I. STA. 15+51.21 "LS-1"
125’
R
+50.00
40’
R 4’
12’
16’-4" 16’
16’
16’
4’
8’
10’
22’ 22’
40’
R
40’
R
4’
"NE
R"
+25.2
1
CONSTRUCTION LIMITS
CO
NS
TR
UC
TIO
N
LIMIT
S
CO
NS
TR
UC
TIO
N
LIMIT
S
CONSTRUCTION LIMITS
23.2
5’
23.2
5’
S.E. = 5.0%
E = 2.48’
R = 1,650.00’
L = 180.95’
T = 90.57’
= 6° 17’ 00" LT.
P.I. 103+38.76 "SER"
CURVE DATA
S.E. = 6.6%
E = 39.97’
R = 1,650.00’
L = 719.18’
T = 365.39’
= 24° 58’ 24" RT.
P.I. 110+58.53 "SER"
CURVE DATA
83°0’0"
SEE DWG. NO. PN-06
+50.0 "LS-1" STR. NO. 103
SEE DWG. NO. PN-06
+55.0 "LS-1" STR. NO. 104
SEE DWG. NO. PN-02
+90.0 "A" STR. NO. 101
S 68° 35’ 01" W
12’
12’
SHARED-USE PATH
SH
AR
ED-U
SE
PA
TH
311.32’ LT.
270+74.96
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
MA
TC
HLIN
E
ST
A. 113
+40.8
4
RA
MP "S
ER"
SE
E
DW
G.N
O. P
N-13
JSB
WSL WSL
EAK
STA. 100+00 TO STA. 113+40
RAMP "SER"
PLAN SHEET
1" = 50’
PN-10 30 X
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
530
V-10
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
RAMP "SER"
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
LT. E
P. E
L.
525
520
515
510
505
500
495
490
485
535
540
545
550
555
530
525
520
515
510
505
500
495
490
485
535
540
545
550
555
LT. E
P. E
L.
31
480480
STA. 100+22.17 TO STA. 110+98.19
1" = 10’
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00
540.6
543.5
544.4
545.8
546.7
546.9
546.2
545.0
543.8
542.4
541.9
542.5
544.8
544.9
544.8
543.8
538.2
531.6
522.7
511.8
503.4
496.5
490.7
497.8
507.3
549.8
5
548.8
5
547.8
5
546.8
5
545.8
5
544.8
5
543.9
3
543.10
542.3
7
541.72
541.10
540.4
8
539.8
6
539.2
4
538.6
2
538.0
0
537.3
8
536.8
4
536.4
6
536.2
4
536.18
550.3
2
549.17
547.9
0
546.6
3
545.3
6
544.10
543.13
542.3
9
541.90
541.49
541.10
540.7
2
540.3
3
539.9
5
539.5
6
539.0
6
538.4
4
537.9
0
537.5
2
537.3
0
537.2
4
ELEV. 550.41
STA. 100+22.17 "SER"
BEGIN PROFILE
ELEV. 536.20
STA. 110+98.19 "SER"
END PROFILE
ALONG RAMP "SER"
PROPOSED GRADE & RT. E.P.
RAMP "SER"
EXISTING GRADE ALONG
P.V.I. STA. = 103+85.00
ELEV. = 543.15
-2.00%-1.24%
L.V.C. = 200.00’
P.V.I. STA. = 109+50.00
ELEV. = 536.14
-1.24% +0.04%
L.V.C. = 200.00’
+1.02%
-2.40%
PROPOSED LT. E.P.
1,090.29 L.F. Concrete Barrier, 45 IN, RT.
+93.14
+93.8
6
+68.7
9
+38.2
1
Transition, Type TGB, RT.
Concrete Barrier Continued To Line "A"
526.74
+35.69
525.21
+88.86
534.39
+88.86
640.62 L.F. W-Beam Guardrail, RT.
Guardrail Continued from Line "LS-1"
INL.EL. 490.54
APPROXIMATE
STR. No. 101
(PLOTTED 35’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED 10’ BELOW DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
ST
A. 10
0+7
2.19
ST
A. 10
3+0
7.4
5
0.4
7’
60’ V.C.
235.26’ SUPERELEVATION TRANSITION
394.89’
0.8
0’
0.8
0’
SUPERELEVATION TRANSITION
103
+80.3
7
ST
A. 10
7+7
5.2
6
60’ V.C.
60’ V.C. 60’ V.C.
1.056’
ST
A. 10
1+59.3
0
ST
A. 10
5+5
0.5
8
543.28
+35.69
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvS
ER001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
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RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
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3:5
6:18 P
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34
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2005\0774\D.
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win
gs\d
ms08817\BpnS
WR002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
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SURVEY BOOK
3:5
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2 P
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34
GILMORE CONSTRUCTION INC.
LINE "A"
RAMP "N
WR"
RAMP "SWR"
APP. SECT
ION LIN
E
N 70° 52’ 27" E
P.T. STA. 283+09.70 "A"
Woods
Grass
APP. SECT
ION LIN
EWoode
d Ar
ea
Field Driv
e
LAPP.
P
Field Driv
e
Woods
280+00
Unna
med
Creek
GILMORE CONSTRUCTION INC.GILMORE CONSTRUCTION INC. F
ield
Drive
Wooded
Area
Grass
Woods
Grass
Woods
Grass
Grass
Woods
Woods
LINDA JAMES
LEE ALLEN &
Woods
Grass
RAMP "SWR"
N 75° 37’ 47" E
RAMP "SER"
Wooded
Area
Wooded
Area
Bldg.
Field Driv
e
C.L.T.F.
C.L.T.F.
S.R. 265 E
.B.L.
S.R. 265 W.B.L
.
S 53
° 17’ 2
3" W
S 68° 35’ 0
1" W
Grass
SA
LE
M
RO
AD
Field
Drive
Field
Drive
15+0
0
Grass
S 67° 26’
16" W
285+00
290+00
110+00
20+0
0
96.81’ RT.
15+00.04 "LS-1"
S.R. 265 W.B.L.
S.R. 265 E.B.L.
R/
W
R/
W
L.A. R/W,
A.C.L. &
F.F.T.
F.
L.A. R/
W, A.C.L. &
F.F.T.F.
L.A. R/W, A.C.L. & F.F.T.F.E
B
L.A. R/W, A.C.L. & F.F.T.F.
L.A. R/W, A.
C.L. & F.F
.T.F.
65+00
60+00
JAMES
MARK S. & JACQUELINE
S.E. = N.C.
E = 0.14’
R = 9,300.00’
L = 101.58’
T = 50.79’
= 0° 37’ 33" LT.
P.I. 15+51.21 "LS-1"
CURVE DATA
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 25
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 16
& F.F.T.F.
L.A. R/W, A.C.L.
& F.F.T.F.
L.A. R/
W, A.C.L.
LAPP. P
LIN
E "L
S-1"
LA
PP. P
G.R.
APP. PL
LIN
E "L
S-1"
G.R.
453.82’ LT.
284+99.10
255.64’ LT.
290+30.41
P.C. STA. 58+41.10 "SWR"
P.I. STA. 59+79.79 "SWR"
P.T. STA. 61+16.57 "SWR"
P.C. STA. 64+66.57 "SWR"
P.I. STA. 65+74.01 "SWR"
P.T. STA. 66+80.71 "SWR"
.379.15’ LT
280+04.96
194.80’ RT.
290+11.96
P.T. STA. 112+94.34 "NWR"
P.I. STA. 112+19.36 "NWR"
P.I. STA. 110+51.25 "NWR"
P.C.C. STA. 111+44.34 "NWR"
P.C. STA. 109+57.56 "NWR"
N 68° 37’ 4
7" E
STA. 100+22.17 "SER"
BEGIN CONSTRUCTION
76°5’39"
G.R.
+43.0
0
"SW-R
"
90°0’0"
P.O.T. STA. 100+00.00 "SER" =
P.O.T. STA. 17+00.14 "LS-1" =
P.O.T. STA. 69+38.29 "SWR"
P.O.C. STA. 278+16.25 "A"
P.O.T. STA. 20+12.99 "LS-1"=
Salem Rd. Over S.R. 265
STR. NO. 20
P.C. STA. 15+00.42 "LS-1"
78.17’ LT.
14+98.16 "LS-1"
P.I. STA. 15+51.21 "LS-1"
P.T. STA. 16+02.00 "LS-1"
Flo
w
Flow
Flow
STA. 58+41.06 "SWR"
BEGIN CONSTRUCTION
STA. 69+16.29 "SWR"
END CONSTRUCTION
24’
24’
12’
4’
4’
12’
8’
16’
4’
"SW
R"
+61.18
"SW
R"
+05.8
7
12’
8’
2’
24’
10’
8’
4’
16’
40’
R
40’
R
125’
R
40’
R
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION L
IMITS
CO
NS
TR
UC
TIO
N
LIMIT
S
83°0’0"
S.E. = 6.6%
E = 5.48’
R = 1,050.00’
L = 214.15’
T = 107.45’
= 11° 41’ 07" LT.
P.I. 65+74.01 "SWR"
CURVE DATA
23.2
5’
23.2
5’
S.E. = 4.46%
E = 0.98’
R = 2,864.79’
L = 150.00’
T = 75.02’
= 3° 00’ 00" RT.
P.I. 112+19.36 "NWR"
CURVE DATA
S.E. = 8.0%
E = 4.56’
R = 960.00’
L = 186.79’
T = 93.69’
= 11° 08’ 53" RT.
P.I. 110+51.25 "NWR"
CURVE DATA
SEE DWG. NO. PN-06
+50.0 "LS-1" STR. NO. 103
SEE DWG. NO. PN-06
+55.0 "LS-1" STR. NO. 104
SEE DWG. NO. PN-10
+50.0, "NWR" STR. NO. 107
219’ OF 48" PIPE REQ’D
+95.0 "SWR" STR. NO. 105
SEE DWG. NO. PN-03
+87.0 "A" STR. NO. 106
"A
"+2
1.04
S.E. = 8.0%
E = 9.97’
R = 960.00’
L = 275.47’
T = 138.69’
= 16° 26’ 27" RT.
P.I. 59+79.79 "SWR"
CURVE DATA
SH
AR
ED-U
SE
PA
TH
MA
TC
HLIN
E
ST
A. 56+3
2.13
RA
MP "S
WR"
SE
E
DW
G.N
O. P
N-14
PN-11
WSL
EAK
WSL
JSB
1" = 50’
PLAN SHEET
RAMP "SWR"
32
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A"
INDICATED."
"LIMITED ACCESS PROVISIONS TO APPLY WHERE
"ALL R/W ON THIS SHEET TO BE AS SHOWN."
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
STA. 74+48.17 TO STA. 69+16.29
V-11
WSL
EAK
WSL
JSB
1" = 50’
PROFILE SHEET
RAMP "SWR"
Exist. Ele
v.
Prop. Ele
v.
Exist. Ele
v.
Prop. Ele
v.
475
480
485
490
495
500
505
510
515
520
525
530
535
540
475
480
485
490
495
500
505
510
515
520
525
530
535
540
545
550
545
550
LT. E
P. E
L.
LT. E
P. E
L.
33
STA. 58+41.06 TO STA. 69+16.29
1" = 10’
62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00
520.3
511.2
501.7
493.1
487.3
487.9
493.2
500.5
507.8
514.5
521.1
527.9
533.4
537.0
540.4
542.4
528.7
9
529.7
2
530.8
3
532.14
533.6
4
535.3
2
537.10
538.8
8
540.6
6
542.4
4
544.13
545.6
1
546.9
1
548.0
0
549.0
0
550.0
0
529.4
7
530.17
531.05
532.12
533.3
9
534.8
4
536.3
8
537.9
3
539.6
0
541.38
543.15
544.9
1
546.4
8
547.8
4
549.11
550.3
9
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\BvS
WR002.d
gn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
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3
PM
jta
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0810242
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34
OUTL.EL. 504.75
STR. NO. 105
P.V.I. STA. = 61+50.00
ELEV. = 526.42
-0.22%+3.
56%
L.V.C. = 500.00’
P.V.I. STA. = 67+00.00
ELEV. = 546.00
+3.56
%
+2.00%
L.V.C. = 200.00’ ELEV. 550.33
STA. 69+16.29 "SWR"
END PROFILE
INV. 477.25STR. NO. 106
ALONG RAMP "SWR"
PROPOSED GRADE & RT. E.P.
RAMP "SWR"
EXISTING GRADE ALONG
ELEV. 527.10
STA. 58+41.06 "SWR"
BEGIN PROFILE
-3.14%
+4.24
%(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH LT.
-19.5
4%
-6.36%
+13.00
%
+20.7
7%
+12.16
%
+4.92
%
(PLOTTED AT DATUM)
GRADE OF SPECIAL 4’ BOTTOM DITCH RT.
GR END TREATMENT, TYPE OS, RT.
+11.18
93.75 L.F. W-BEAM GUARDRAIL, RT.
+05.8
1
GR TERMINAL SECTION, W-BEAM
PROPOSED LT. E.P.
523.19
+02.89
517.82
+02.89
481.26
+90.00
477.25
+53.00
483.36
+00.00
511.13
+87.41
514.52
+50.00
525.00
+14.51
532.75
+00.00
497.02’
ST
A. 58+9
2.16
60’ V.C.
1.04’
SUPERELEVATION TRANSITION
SUPERELEVATION TRANSITION
SEE SPOT ELEVATION SHEET
1.28’
ST
A. 60+2
4.6
9
ST
A. 65+2
1.71
60’ V.C.
1.28’
1.056’
282.67’ SUPERELEVATION TRANSITION
1.056’
66+3
3.6
2
ST
A. 69+16.2
9
60’ V.C. 60’ V.C.
0.4
70’
ST
A. 62
+97.0
3
ST
A. 68+2
9.18
538.39
+14.51
P:\IN
2005\0774\D.
Dra
win
gs\d
ms08817\Bse001.dgn
12/27/2011
INDIANA
DEPARTMENT OF TRANSPORTATION
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
3:5
6:2
4 P
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DWG. NO. SHEET NO.
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0810242
0810242
137
ST
A. 284+5
2.8
1
ST
A. 282
+88.9
2
LINE "A
SUPERELEVATION DIAGRAM
C
B
A
C
B
A
+0.416
+0.00
-0.416
DESIGN SPEED = 70 MPH
S.E. RATE = 3.463%
RADIUS = 5,932.65
P.I. STA. 252+23.81
B
CA
WESTBOUND LANES
EASTBOUND LANES
-0.40%
+0.40%
ST
A. 283
+92.8
1
103.89’
163.89’
60’
Profile Grade
A
+0.416
+0.00
-0.416
60’ V.C.
P.T. S
TA. 283
+09.7
0
-.024
Runoff
Superelevation
Runout
Tangent
Transition Length
Superelevation
60’ V.C.
60’ V.C.
60’ V.C.
ST
A. 283
+32.8
1
C
B
A
+0.416
+0.00
-0.416
C
B
A
+0.416
+0.00
-0.416
60’ V.C.
-0.40%
+0.40%
60’ V.C.60’ V.C.
60’ V.C.
B
CA-.024
Profile Grade
A
0.0
0.5
-0.5
-1.0
0.0
0.5
1.0
-0.5
-1.0
1.0
0.0
0.5
-0.5
-1.0
0.0
0.5
1.0
-0.5
-1.0
1.0
SHOULDER SHOULDERSHOULDER
SHOULDERTRAVEL LANETRAVEL LANE
TRAVEL LANETRAVEL LANE
260+00 261+00 262+00 263+00 264+00 281+00 282+00
12’ 12’ 12’
B AA B
SE-01
WSL
JSB
WSL
JSB
1" = 50’
LINE "A"
SUPERELEVATION DIAGRAM
1" = 0.5’
NOT TO SCALE
283+00 284+00 285+00 286+00 287+00
CC
EASTBOUND LANESWESTBOUND LANES
34
12’
SHOULDER SHOULDER SHOULDER SHOULDERTRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE
12’ 12’ 12’
B A A B
NOT TO SCALE
CC
EASTBOUND LANES WESTBOUND LANES
12’
NORMAL CROWN
SUPERELEVATED
12’
12’
& AXIS OF ROTATION
PROFILE GRADE
4’12’
4’12’4’
4’
& AXIS OF ROTATION
PROFILE GRADE & AXIS OF ROTATION
PROFILE GRADE
& AXIS OF ROTATION
PROFILE GRADE
CL
CL
265-10-9604