bridge plans - indiana · 2020-07-09 · 9750 ormsby station road, suite 210 ... contract project...
TRANSCRIPT
23 15
16
17
26
FAX (502) 339-4486
PHONE (502) 339-3557
LOUISVILLE, KY 40223
9750 ORMSBY STATION ROAD, SUITE 210
MICHAEL BAKER JR., INC.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dti001.dgn
12/29/2011
3:4
5:11 P
M
_US
ER_
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
1" = 1000’
1
CLARK COUNTY, INDIANA
INDIANA
DEPARTMENT OF
TRANSPORTATION
29
LATITUDE: 38°20’37" N LONGITUDE: 85°41’28" W HYDROLOGIC UNIT CODE: 05140101100040
BEGIN PROJECT
STANDARD SPECIFICATIONS DATED 2012
0900237 0900237
ROAD AND BRIDGE PLANS
0900237
0900237
LINE "LS-2"
P.O.T. STA. 14+50.00
PROJECT NO. 0900237
DATA, AND DESIGN DATA, SEE DWG. NO. IX-01.
NOTE: FOR INDEX OF SHEET, NO. ’S, TRAFFIC
STRUCTURE TYPE SPAN AND SKEW OVER STATION
BEAM BRIDGE
BULB TEE
CONCRETE
PRESSTRESSED
COMPOSITE
CONTINUOUS
BRIDGE PLANS
R.P. X+XXUTICA SELLERSBURG ROAD
FOR SPANS OVER 20’ ON
INTERCHANGE IN ILLINOIS GRANT, SURVEY 24, UTICA TOWNSHIP, CLARK COUNTY, INDIANA.
NEW BRIDGE CARRYING UTICA-SELLERSBURG ROAD OVER S.R.265. LOCATED 0.8 MILES EAST OF THE S.R.265 AND S.R.62
BRIDGE FILE
S.R.265
BEGIN PAVING EXCEPTION
SKEW: 36° RT.
110’-0"
2 SPAN: 125’-0",
LINE "LS-2"
P.O.T. STA. 20+67.62
PROJECT NO. 0900237
MAXIMUM GRADE: 3.44%
TOTAL LENGTH: 0.286 mi.
BRIDGE LENGTH: 0.045 mi.
ROAD LENGTH: 0.241 mi.
265-10-9595
265-10-9595
265-10-9595
PROJECT NO. 0900237 CONST.
PROJECT NO. 0900237 R/W
PROJECT NO. 0900237 P.E.
"LS-2"
22+23.50
STR
CENTERLINE
0810244 S.R. 265/S.R. 62/PORT ROAD INTERCHANGE
PHONE NO.
CERTIFIED BY:
INDIANA DEPARTMENT OF TRANSPORTATION
DECEMBER 30, 2011
FINAL
24 25
37
36
35
22
LINE "A"
S.R. 265
S.R. 2
65
LINE "A"
S.R. 2
65
SA
LE
M
RD.
S.R. 62
SE
LLE
RS
BUR
G R
D.
UTIC
A -
END PROJECT
LIN
E "S-4
"
"S-1"
LIN
E
LIN
E "L
S-2"
END PAVING EXCEPTION
LINE "LS-2"
P.O.T. STA. 29+60.00
PROJECT NO. 0900237
LINE "LS-2"
P.O.T. STA. 23+79.26
PROJECT NO. 0900237
4000
INDEX & GENERAL NOTES
NA
NA
2IX-01
NO.SHEET DESIGNATION
SHEET
NO.
DRAWING
1
DATENO. DESCRIPTION
TITLE SHEET
INDEX AND GENEREAL NOTES
TYPICAL CROSS SECTIONS
TI-01
IX-012
REVISIONS
GENERAL NOTES DRAWING INDEX
TS-01
PN-01
3
4
7
8
9
10
RP-01 PROFILE SHEET LINE "LS-2" STA. 10+00 TO STA. 25+00
PN-02
RP-02 PROFILE SHEET LINE "LS-2" STA. 25+00 TO STA. 31+00
ROADWAY ALIGNMENT A.A.D.T. 2030SPEEDDESIGN
35
TRAFFIC DATA
35
CLASSIFICATIONFUNCTIONAL
V.P.D. mph
CRITERIADESIGN
PROJECT
CONTROLACCESS
URBANRURAL /
TERRAIN
NONE
DESIGN DATA
SC-01 CONTROL POINTS AND REFERENCE TIES
6
PDO
WWM
CEW
PDO
PLAN SHEET LINE "LS-2" STA. 10+00 TO STA. 25+00
PLAN SHEET LINE "LS-2" STA. 25+00 TO STA. 31+00
5
11
ROADWAY CROSS SECTIONS - LINE "LS-2"
LY-01
PN-03
GE-01
PLAN AND PROFILE SHEET LINE "D1" STA. 80+00 TO STA. 90+00
BRIDGE LAYOUT
GENERAL PLAN
UTICA SELLERSBURG RD.
(SOUTH OF SURRY ROAD)
UTICA SELLERSBURG RD.
(NORTH OF SUNDANCER)
3500
5000
COLLECTOR(SUBURBAN)
URBAN ROLLING
NONECOLLECTOR(SUBURBAN)
URBAN ROLLING
DRIVE CROSS SECTIONS - LINE "D-1"
12-23
24-29
XS-01 - XS-12
XS-13 - XS-18
V.P.D.
1450
2200
LINE "LS-2"
LINE "LS-2"
A.A.D.T. 2009
(NON-FREEWAY)RECONSTRUCTION
(NON-FREEWAY)RECONSTRUCTION
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.
OTHERWISE SPECIFIED.
SEEDING MIXTURE, R TO BE PLACED ON ALL DISTRUBED EARTH AREAS EXCEPT WHERE
OF THE PLANS IN THIS RESPECT IS NOT GUARANTEED.
ACCORDING TO INFOMATION OBTAINED FROM THE VARIOUS UTILITY COMPANIES. THE ACCURACY
THE PLANS SHOW SOME OF THE UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dix
001.dgn
12/29/2011
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
3:4
5:3
8 P
M
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ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
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
TYPICAL CROSS SECTIONS TS-01 3PDO
WWM
CEW
PDO LINE "LS-2"
2% 2%4% 4%6:16:1
LEGEND
K4
K1
TRAVEL LANE
11’-0"
TRAVEL LANE
11’-0"
SHLDR
8’-0"
SHLDR
8’-0"
CLEAR ZONE
12’-0"
CLEAR ZONE
12’-0"
FULL DEPTH HMA PAVEMENT (TO BE DETERMINED)
4%
SHOULDER
PAVED
9’-0"
VARIES
3:1 Max.
3:1 Max.
VARIES
LINE"LS-2"
{
TYP. SHOULDER W/GUARDRAIL DETAIL
1’-0"
1’-0"
* SEE CROSS SECTIONS AND/OR PLANS
S2
29 SEEDING, R
K2 HMA PAVEMENT (PER E610-DRIV-02) (STA. 80+19.00 TO R/W)
K3 AGGREGATE (TO BE DETERMINED) (R/W TO STA. 90+00.00)
SUBGRADE TREATMENT, TYPE IIAS1
SUBGRADE TREATMENT TYPE IIIA
6:16:1
4:1 VARIES
3:1 Max.
3:1 Max.
VARIES
LINE"LS-2"
{
1’-0"
1’-0"
� VARIES � VARIES � VARIES � VARIES
SHLDR
� VARIES
TRAVEL LANE
� VARIES
TRAVEL LANE
� VARIES
SHLDR
� VARIES
6:16:1
LINE"D-1"{
2% 2%
6’-0"
6’-0"
4’-0"
4’-0"
4:1
4:1
STA. 80+19.00 TO STA. 90+00.00 LINE "D-1"
Line "D-1"
O VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
HMA PAVEMENT (TO BE DETERMINED)
STA. 23+73.79 TO STA. 24+50.79 LT.
STA. 23+43.28 TO STA. 24+18.28 RT.
STA. 20+28.72 TO STA. 21+03.72 LT.
STA. 19+98.21 TO STA. 20+73.21 RT.STA. 29+60.00 TO STA. 30+30.00 LINE "LS-2"
STA. 12+80.00 TO STA. 14+50.00 LINE "LS-2"
Line "LS-2" Normal Crown
STA. 23+79.26 TO STA. 29+60.00 LINE "LS-2"
STA. 14+50.00 TO STA. 20+67.62 LINE "LS-2"
Line "LS-2" Normal Crown
VARIES 3:1 MAX
6:1 Max.
TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE
e%e%e%e%
6:1 Max.
S.R 265 SUPERELEVATED RIGHT
1 2
1
4%
6:1
3:1 MAX
CLEAR ZONE
SHOULDER GORE
8
7
30
AUXILIARY LANETRAVEL LANE/
2
STA. 348+84.78 TO STA. 353+31.08 LINE "LA-EB"
SEE SR-265 SUPERELEVATION RIGHT SECTION
SEE MATCHLINE LEFT
MATCHLINE LEFT / RAMP IR-9 TRANSITION
e% e%
CL
26
3:1 MAX
STA. 334+90.77 LINE "LA-WB" TO STA. 354+32.21 LINE "LA-WB" (e = 2.6%)
U
SHLDR SHLDR
STA. 352+43.90 TO STA. 354+32.21 "LA-WB"
VARIES 25’-10" TO 26’-6"
STA. 352+24.46 TO STA. 352+43.90 "LA-WB"
VARIES 25’-9" TO 25’-10"
STA. 334+90.92 TO STA. 352+24.46 "LA-WB"
VARIES 23’-11" TO 25’-9"
7 9
8 9
STA. 351+86.28 TO STA. 353+31.08 "LA-EB"
10’-0"
STA. 348+84.78 TO STA. 351+86.28 "LA-EB"
12’-0" TO 10’-0"
STA. 350+85.78 TO STA. 353+31.08 "LA-EB"
16’-0"
STA. 348+84.78 TO STA. 350+85.78 "LA-EB"
VARIES 12’-0" TO 16’-0"
STA. 352+59.82 TO STA. 358+31.08 "LA-EB"
VARIES 21’-7" TO 22’-6"
STA. 351+42.77 TO 352+59.82 "LA-EB"
VARIES 20’-11" TO 21’-7"
STA. 335+08.92 TO 351+42.72 "LA-EB"
VARIES 22’-7" to 20’-11"
CLEAR ZONE
SHOULDERTRAVEL LANE
4%
6:1
e%
30
26
3:1 MAX.
STA. 351+86.28 TO STA. 353+31.08 "LA-EB"
VARIES 2’-0" TO 3’-0"
STA. 350+85.78 TO STA. 351+86.28 "LA-EB"
VARIES 0’-0" TO 2’-0"
STA. 348+84.78 TO STA. 350+85.78 "LA-EB"
0’-0" S.R. 265 TYPICAL SECTION FOR INFORMATION ONLY
1
2’-0"
1
2’-0"
GROUND
EXISTING GROUND
EXISTING
SLOPES
CUT
1
2’-0"
SLOPES
FILL
7
22’-0"
1
2’-0"
1
2’-0"
GROUND
EXISTING
GROUND
EXISTING
SLOPES
CUT
8
� VARIES
SLOPES
FILL
2
� VARIES
5
� VARIES
7
� VARIES
1
� VARIES
1
� VARIES
4
12’-0"
1
4’-0"
29
29
0
1’-0"
0
1’-0"
2
VARIES
0
1’-0"
1
4’-0"
26
4
12’-0"
4
12’-0"
4
12’-0"
4
12’-0"
7
24’-0"
9
30’-0"
1
2’-0"
7
24’-0"
1
2’-8"
B
B
1
2’-0"
1
4’-0"
1
4’-0"
B
8
VARIES 20’-11" TO 22’-7"
8
VARIES 23’-11" to 25’-10"
3
VARIES
17
VARIES
7
VARIES
7
VARIES
2
8’-0"
1
VARIES
0
1’-0"
9
30’-0"
4
12’-0"
4
12’-0"
66
18’-0"
SLOPE BREAK PT.
1
2’-8"B
5
VARIES
A1
S
OO
US
ROTATIONAXIS OFGRADE &PROFILE
LINE "LA-WB"LINE "LA-EB"
O
U S
LINE "A"
ROTATION
AXIS OF
GRADE &
PROFILE
SLOPE BREAK PT.
EXISTING GROUND
U
A1
S U
O
EXISTING GROUND
2929
OS1
K1
S1
K1
O
Grade
Profile
2929
OS1
K1
S1
K1
O
Grade
Profile
K4 K4
29
29
S2
K2
S2
K2
Grade
Profile
K3 K3
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dts
001.dgn
12/29/2011
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
3:4
6:2
0 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
1" = 10’
TAD
KGG
AMH
TAD
SC-01
N.T.S.
CONTROL POINTS
AND REFERENCE TIES
4
ALIGNMENT POINT - REFERENCE TIES
19.05’
21.0
7’
39.22’
GRANT
LINE
UTIC
A-
SELLERS
BU
RG R
OA
D
GRANT
24
27.91’
69.2
0’
56.90’
GRANT
15
GRANT
14
GOVERNMENT GRANT CORNER - REFERENCE TIESCONTROL POINT - REFERENCE TIES
237.6
0’
21.5
0’ 19
.01’
GRANT
24
GRANT
36
GRANT
37
GR
AN
T LIN
E
43.90’
NEW C
HAPEL
ROA
D
SU
ND
AN
CER
42.05’
’20.9
0
19.5
2’
32.49’
7.4
1’
91.19’
11.2
7’
89.0
0’
36.9
9’
5.6
1’
32.8
6’
31.3
2’
57.53’
87.10
’
8.6
5’
C.P. #2678 N. 110516.7381 E. 28434.5170
LINE "A"
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
36" TREE
FACE
MNS, S. 8" TREE
FACE
MNS, NW
24" TREE
FACE
MNS, N.
N.T.S.
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
C.P. #941 N. 108497.3364 E. 28749.7416
@ GRANT COR
W/WASHER
FND REBAR
PWR POLE
PKS IN
PWR POLE
PKS IN
POLE
PWR
PKS
N.T.S.
C.P. #2581 N. 112279.9940 E. 33625.8727
N.T.S.
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.
WOODS
LINE
"A"
C.P. #909 N. 112919.5602 E. 25597.4360
N.T.S.
GRANT COR
SPINDLE @
FND COTTON GIN
WITNESS POST
S. SIDE OF
RR SPIKE
POLE
POWER
HEADWALL
NW COR
LINE "A" STA. 337+38.72, 2043.05’ Lt. LINE "A" STA. 367+56.89, 2377.58’ Rt.
P.T. LINE "A" STA. 282+90.88, 0.01’ Lt. P.O.C. LINE "A" STA. 337+88.81, 0.04’ Lt.
N.T.S.
5.4
0’
CHERRY TREE
FACE 18"
MNS, E.
CHERRY TREE
FACE 24"
MNS, NW
15.34’
19.7
6’
C.P. #8105 N. 110518.3828 E. 28249.7395
CHERRY TREE
FACE 24"
MNS, NW
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED
ELEV. 524.68
LINE "A" STA. 339+72.48, 22.52’ Rt.
C.P. #8101 N. 109750.2890 E. 27656.3944
UTIC
A-
SELLERS
BU
RG
RO
AD
CONTROL POINT"
"BURGESS & NIPLE INC
IPS W/CAP STAMPED
N.T.S.
MNS
MNS
MNS
LINE "A" STA. 345+88.45, 706.61’ Lt.
ELEV. 520.23
UTIC
A-
SELLERS
BU
RG
RO
AD
IPF10" TREE
MNS, S. FACE
MNS
MNS
CONTROL POINT"
"BURGESS & NIPLE INC
IPS W/CAP STAMPED
C.P. #8100 N. 110516.2098 E. 27172.6455
N.T.S.
LINE "A" STA. 350+55.17, 58.77’ Rt.
ELEV. 522.74
C.P. #8205 N. 110469.7650 E. 24285.2789 C.P. #8206 N. 110694.5750 E. 23722.9128
INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED TREE
FACE 8"
MNS, E.
POST
"T" FENCE
POST
"T" FENCE
I-265CONC PAVE
JOINT OF
MNS, IN
#10/265/62/42
LIGHT POLE
SE COR
N.T.S.
N.T.S. INC CONTROL POINT"
"BURGESS & NIPLE
IPS W/CAP STAMPED ROAD SIGN
N. POST OF
LINE "A" STA. 379+37.37, 138.56’ Lt. LINE "A" STA. 385+10.86, 56.12’ Rt.
ELEV. 519.80 ELEV. 538.48
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dsc001.dgn
12/29/2011
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
3:4
6:4
5 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
PDO
WWM
CEW
PDO
PN-01
1" = 50’
PLAN SHEET5
LINE "LS-2"
STA. 10+00 TO STA. 25+00
MA
TC
HLIN
E 25+0
0.0
0 S
EE
SH
EE
T 7
"LINE "LS-2" TO BE CONSTRUCTED"
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-2"
LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED."
"ALL R/W ON THIS SHEET TO BE AS SHOWN.
NOTE:
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dpn001.dgn
12/29/2011
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
3:4
7:2
1 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
R/W
28.93’
+50.00 46.52’
+49.03
35.04’
+97.61
R/W
R/W
0.91’
+49.63
R/W45.71’
+}
R/W
R/W
+23.56
71.52’
+}
R/W 82.39’
+90.91
106.05’
+18.87
E
180.69’
+66.62 "LA"
R/W
47.24’
+05.17
150.33’
+}
+60.00 "LA"
155.00’
B
150.00’
+50.00
200.00’
+00.00 "LA"
DRIVE CONSTRUCTION
TEMP R/W FOR
170.57’
+86.20 "LA"
E
APP. E
X. L.A. R/
W
&
A.C.L.
APP. E
X. L.A. R/
W
&
A.C.L.
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.
F.P.
F.P.
F.P.
F.P.
345+0
0
350+0
0
355+0
0
10+00 15+00 20+00 25+00
940+0
0
80+0
0
85+00
15+0
0
S.R. 265 E.B.L.
S.R. 265
W.B.L.
Woods
SH
AD
OW
BR
OO
K
LA
NE
Drive
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 24
Field
Field
Field
Field
Field
Field
Field
Field
Field
Field
Field
Field
Bld
g
BldgBldg
ResidenceResidence
FieldResid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Woods
Woods
Woods
Drive
Drive
LIN
E "L
A-E
B"
LIN
E "A-E
B"
LIN
E "L
A-W
B"
LIN
E "A-W
B"
LIN
E "A"
LIN
E "A"
N 86° 44’ 36" W
N 86° 57’ 40" W
20+0
0
25+0
0
Tangent Line "A"
P.T. STA. 352+42.41 "A"
P.T. STA. 942+04.94 "IR-9"
LINE "LS-2"
LINE "LS-2"
N 86° 57’ 40"
WN 86° 44’ 36"
W
N 34° 27’ 43" W
S.R. 2
65 E.B.L.
BR
OO
KH
OLL
OW
WA
Y
MILLSTONE COURT
UTICA SELLERSBURG ROAD
S.E. = 2.60%E = 190.34’R = 8,200.00’L = 3,499.97’T = 1,777.04’
= 24° 27’ 19" RTP.I. 335+19.48 "A"
CURVE DATA
S.E. = 2.60%E = 192.23’R = 8,132.92’L = 3,502.23’T = 1,778.69’ = 24° 40’ 23" RTP.I. 335+20.35 "LA-WB"
CURVE DATA
END TAPER
10+0
0
STA. 12+80.00 "LS-2", 7.89’ LT
STA. 14+50.00 "LS-2", 11’ LT
MATCH EXISTING PAVEMENTBEGIN TAPER
STA. 12+80.00 "LS-2", 10.45’ RT
MATCH EXISTING PAVEMENTBEGIN TAPER
8’ 11’
11’ 8’
P.O.C. STA. 350+35.84 "A"
P.O.T. STA. 22+28.26 "LS-2"
LIMITSCONSTRUCTION
w/
Gp. 1 P
osts Req’d.
L.A. R/
W
&
A.C.L. & F.F.T.F.
STA. 12+82.45 "LS-2", 10.50’ RT
CURB AND GUTTERMATCH EXISTING
P.O.C. STA. 80+00.00 "D1"
P.O.T. STA. 16+75.00 "LS-2"
LIMITSCONSTRUCTION
Existing Asphalt
}
}
}
}
}
}
Sta. 16+75.00, 19’ LT.12’ WIDE CLASS II DRIVE
Gravel
Drive
EXISTINGMATCH
21’
STA. 81+08.00 "D-1"
STRUCTURE NO. 2
MARBLESALLY A.
REPRESENTATIVESPERSONAL NANCY S. MARBLE
TRUSTFAMILYGOTTBRATH
EASEMENTEGRESSINGRESS
JULIUS W. WARDZELMA MAXEY N. &
JULIUS W. WARDZELMA MAXEY N. &
TRUSTFAMILYGOTTBRATH
RU
TH
A.
GIL
MO
RE
GA
RY
D.
&
JE
RE
MY R.
DE
WIT
T
RIT
A
E.
VA
RN
ELL
DA
NN
Y
A.
WHIT
E
EA
SO
NJR.&
TO
NY
A
TH
OM
AS
W.
LA
TH
AM
&
AMIE
E
B.
CH
AR
LE
S
E. II
LA
VIG
NE
&
TR
AC
Y L.
DO
NA
LD
N. JR.
EN
GE
LKIN
G
SH
EIL
A J.
RUS
SE
LL E.
&J
ULIE
BRIA
NS
TE
VE
N
&
DE
VE
LOP
ME
NT
LLC
BR
OO
K
HO
LL
OW
DE
VE
LOP
ME
NT
LLC
BR
OO
K
HO
LL
OW
DE
VE
LOP
ME
NT
LLC
BR
OO
K
HO
LL
OW
LLC
DE
VE
LOP
ME
NT
BR
OO
K
HO
LL
OW
LLC
DE
VE
LOP
ME
NT
BR
OO
K
HO
LL
OW
LLC
DE
VE
LOP
ME
NT
BR
OO
K
HO
LL
OW
CH
RIS
TIN
E
BA
US
LA
UG
H
MIC
HA
EL J.
&
LIS
A
L. C
UM
MIN
S
N 87° 42’ 03" W
N 87° 30’ 26"
W
S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"
CURVE DATA
HU
GE
S
CY
NT
HIA
S.R. 2
65
W.B.L.
P.O.C. STA. 350+49.27 "LA-WB"
P.O.T. STA. 22+79.68 "LS-2"
STA. 23+79.26
END PAVING EXCEPTION
Tangent Line "LA-WB"
RA
MP IR-9
LIN
E "IR-9"
P.T. STA. 352+43.90 "LA-WB"
P.T. STA. 351+42.77 "LA-EB"
P.O.C. STA. 350+25.85 "LA-EB"
P.O.T. STA. 21+82.47 "LS-2"
STA. 20+67.62
BEGIN PAVING EXCEPTION
Tangent Line "LA-EB"
E = 6.78’R = 10,700.00’L = 761.53’T = 380.93’ = 4° 04’ 40" RTP.I. 938+24.34 "IR-9"
CURVE DATA
N 87° 42’ 03"
W
Water
Gas
TelephoneOH Elec
OH Elec
Gas
OH Elec
Elec
Sanitary
Sanitary
Sanita
ry
Sanita
ry
OH
Elec
OH
Elec
OH
Elec
OH ElecGas
Elec
ElecElec
OH Elec
C.P.#8101
C.P.#8100
52.4992°
LINE "D1"
E:27630.52N:109815.01P.O.T. Sta. 14+50.00 "LS-2"BEGIN PROJECT
E:27726.71N:109674.84P.O.T. Sta. 12+80.00 "LS-2"BEGIN INCIDENTAL
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
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
RP-01
STA. 10+00 TO STA. 25+00 LINE "LS-2"
PROFILE SHEET 6
1" = 50’
1" = 10’
PDO CEW
PDOWWM
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DvLS2001.dgn
12/29/2011
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
3:4
7:5
2 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+0010+00 11+00 12+00 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+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
520.6
3
520.6
7
520.8
2
521.09
521.43
521.77
522.2
2
523.0
0
524.14
525.6
1
527.3
3
529.0
5
530.7
7
532.4
9
534.2
1
535.8
8
537.10
537.7
6
537.8
6
537.4
1
536.3
9
534.8
6
533.2
4
531.61
529.9
8
520.7
520.6
520.7
520.8
522.4
522.1
521.6
521.0
520.7
521.1
521.1
521.2
521.4
521.5
521.8
522.0
522.2
522.5
522.9
523.2
523.4
523.4
523.2
523.0
522.4
522.2
522.1
522.0
521.7
521.4
521.2
23
+79.2
6
20+6
7.6
2 PAVING EXCEPTION
20+7
3.2
1
19+9
8.2
1
23
+43.2
8
21+03.7
2
20+2
8.7
2
24+5
0.7
9
23
+73.7
9
ELEV. 521.09
STA. 14+50.00 "LS-2"
BEGIN PROJECT
20+7
8.7
2
20+4
8.2
1
24+18.2
8
23
+68.2
8
521.09
L.V.C. = 200.00’
ELEV. = 522.51
P.V.I. STA. = 16+60.00
+3.44%
+0.67%
P.V.I. STA. = 21+80.00
ELEV. = 540.40
L.V.C. = 300.00’
+3.44% -3.26%
TYPE OS LTEND TREATMENTGUARDRAIL
TYPE TGB LTGUARDRAIL TRANSITION
TYPE OS RTEND TREATMENTGUARDRAIL
TYPE TGB RTGUARDRAIL TRANSITION
TYPE TGB RTGUARDRAIL TRANSITION
TYPE TGB LTGUARDRAIL TRANSITION
TYPE OS RTTREATMENTENDGUARDRAIL
LINE "LS-2"GROUNDEXISTING
GRADE "LS-2"PROPOSED PROFILE
STA. 12+80.00 "LS-2"
BEGIN INCIDENTAL
TYPE OS LTEND TREATMENTGUARDRAIL
23
+98.7
9
518.65
+48.00
515.30
+03.10
512.78
+22.07
519.30
+04.40
516.78
+21.33
512.60
+01.52
516.71
+75.98
-0.60%
11.44
%
0.58%
0.60%
516.71
+75.98-0.60%
512.53
+39.43
-13.28%
SPECIAL DITCH RT.
(PLOTTED 20’ BELOW DATUM)
SPECIAL DITCH LT.
(PLOTTED 20’ BELOW DATUM)
SPECIAL DITCH LT.
SPECIAL DITCH RT.
PN-02
1" = 50’
PLAN SHEETPDO
WWM
CEW
PDO
PDO
WWM
CEW
PDO
7
LINE "LS-2"
STA. 25+00 TO STA. 31+00
MA
TC
HLIN
E 25+0
0.0
0 S
EE
SH
EE
T 5
"LINE "LS-2" TO BE CONSTRUCTED"
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-2"
LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED."
"ALL R/W ON THIS SHEET TO BE AS SHOWN.
NOTE:
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dpn002.d
gn
12/29/2011
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
3:4
8:2
6 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
R/W
R/W
R/W
R/W
191.28’
+95.22 "LA"
72.50’
+01.39
57.64’
+45.38
56.54’
+49.50 50.15’
+11.81
28.06’
+60.00
55.78’
+63.10
27.24’
+60.00
R/W
R/W
59.58’
+67.75
BF.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
25+00 30+00
BEGIN TAPER
LIMITSCONSTRUCTION
LIMITSCONSTRUCTION
Field
Field
Field
FieldField
Field
Field
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
Resid
ence
AND EMALLEE FLAHERTYFRANK, JOHN & DAVID GOTTBRATHJOHN BARRETT TRUSTEE FOR
UTICA SELLERSBURG ROAD
UTIC
A
SE
LLE
RS
BU
RG
RO
AD
SUND
ANCE
R
N 86° 44’ 36"
W
LIN
E "L
A-W
B"
S.R. 2
65
W.B.L.
LIN
E "A"
N 86° 57’ 40"
W
LINE "LS-2"
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 24
25+0
0
30+0
0
MATCH EXISTING PAVEMENTEND TAPER
BEGIN TAPER
MATCH EXISTING PAVEMENTEND TAPER
8’ 11’
11’ 8’
N 34° 27’ 43" W Existing Asphalt
L.A. R/
W
& A.C.L. & F.F.T.F.
}
TRUSTFAMILYGOTTBRATH
TRUSTFAMILYGOTTBRATH
TRUSTFAMILYGOTTBRATH
STA. 29+60.00 "LS-2", 11’ LT
STA. 30+30.00 "LS-2", 9.32’ LT
STA. 29+60.00 "LS-2", 11’ RT
STA. 30+30.00 "LS-2", 9.80’ RT
Water
GasTelephone
OH Elec
OH Elec
OH
Elec
OH Elec
E:26776.07N:111060.01P.O.T. Sta. 29+60.00 "LS-2"END PROJECT E:26736.46
N:111117.72P.O.T. Sta. 30+30.00 "LS-2"END INCIDENTAL
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
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
RP-02
STA. 25+00 TO STA. 31+00 LINE "LS-2"
PROFILE SHEET 8
1" = 50’
1" = 10’
PDO CEW
PDOWWM
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DvLS2002.d
gn
12/29/2011
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
3:4
9:0
5 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
25+00 26+00 27+00 28+00 29+00 30+0025+00 26+00 27+00 28+00 29+00 30+00 31+0025+00 26+00 27+00 28+00 29+00 30+00
529.9
8
528.3
5
526.7
2
525.10
523.5
6
522.4
0
521.62
521.24
521.24
521.2
521.1
521.1
521.1
521.1
521.1
521.1
521.2
521.4
521.5
521.8
522.3
523.1
524.1
521.53
-3.26% +0.62%
L.V.C. = 250.00’
ELEV. = 520.54
P.V.I. STA. = 27+90.00
521.59
GRADE "LS-2"PROPOSED PROFILE
LINE "LS-2"EXISTING GROUND
ELEV. 521.59
STA. 29+60.00 "LS-2"
END PROJECT
STA. 30+30.00 "LS-2"
END INCIDENTAL
0.58%
0.60%
1.87%
515.24
+57.33
4.25%
7.59%
521.40
+34.49
519.91
+07.19521.80
+32.09
519.86
+98.24
(PLOTTED 20’ BELOW DATUM)
SPECIAL DITCH LT.
SPECIAL DITCH RT.
PDO
WWM
CEW
PDO
PN-03
1" = 50’
9PLAN AND PROFILE SHEET
LINE "D1"
490
500
510
520
560
550
540
530
540
550
530
520
510
500
490
560
STA. 80+00 TO STA. 90+00.00
1" = 5’
ELEV. 522.99
STA. 80+19.00 "D1"
BEGIN CONSTRUCTION
ELEV. 508.67
STA. 90+00.00 "D1"
END CONSTRUCTION
LINE "D1"
GROUND
EXISTING
"LINE "D1" TO BE CONSTRUCTED"
"GROUP 1 POSTS REQUIRED FOR F.F.T.F."
EXCEPT AS SHOWN."
"ALL R/W ON THIS SHEET DESCRIBED FROM LINE "LS-2"
LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED."
"ALL R/W ON THIS SHEET TO BE AS SHOWN.
NOTE:
GRADE "D1"
PROPOSED PROFILE
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dpn003.d
gn
12/29/2011
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
3:4
9:4
5 P
M
_US
ER_
DWG. NO. SHEET NO.
of 29
0900237
0900237
265-10-9595
R/
W
R/
W
+60.00 "LA"
155.00’
L.A. R/
W &
A.C.L.
& F.F.T.F
R/W
R/
W
R/
W
6’
6’
B
200.00’
+00.00 "LA"
150.00’
+50.00
150.33’
+}
47.24’
+05.17
45.71’
+}
DRIVE CONSTRUCTION
TEMP R/W FOR
E
82.39’
+90.91
106.05’
+18.87
180.69’
+66.62 "LA"
226.48’
+43.97 "LA"
177.03’
+90.00 "LA"
155.00’
+50.00 "LA"
205.52’
+68.92 "LA"
71.52’
+}
R/W
+23.56
F.P.
F.P.
F.P.F.P.
355+00
15+00
20+00
935+00
940+00
80+0
0
85+00
90+0
0
400+00
S.R. 265 W.B.L
.
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT, SURVEY 24
Field
P.T. STA. 942+04.94 "IR-9"
JULIUS W. WARDZELMA MAXEY N. &
BEVERLY WARDMAXEY NORMAN &
SH
AD
OW
BR
OOK LA
NE
Residence
Residence
Residence
Residence
Residence
Woods
Woods
Residence
Drive
Drive
Field Field
N 86° 57’
40" W
LINE "A"
LINE "LA-EB"
S.R. 265
E.B.L.
N 86° 44’
36" W
LINE "LA-WB"
LINE "IR-4"
N 88° 24’ 54" E
P.I. STA. 938+24.34 "IR-9"N 34° 2
7’ 43" W
LINE "LS-2"
E610-DRIV-02STANDARD DRAWINGDRIVE PER12’ WIDE CLASS II
S 55° 32’ 17" W= 90° 00’ 00" RT
P.I. STA. 81+25.00 "D1"
N 34° 2
7’ 43" W
N 87° 19’ 4
3" W
S 84° 36
’ 34" W
S 55° 10’ 22"
W
= 52° 52’ 01" LT
P.I. STA. 85+16.75 "D1"
= 29° 26’ 11" LT
P.I. STA. 89+71.32 "D1"
= 08° 03’ 43" LT
P.I. STA. 88+85.01 "D1"
E = 33.14’R = 80.00’L = 125.66’T = 80.00’D = 71° 37’ 11.01" = 90° 00’ 00" RTE = 27,400.14N = 109,929.79P.I. 81+25.00 "D1"
CURVE DATA
E = 11.68’R = 100.00’L = 92.27’T = 49.71’D = 57° 17’ 44.81" = 52° 52’ 01" LTE = 27,159.03 N = 110,281.10P.I. 85+16.75 "D1"
CURVE DATA
E = 0.25’R = 100.00’L = 14.07’T = 7.05’D = 57° 17’ 44.81" = 08° 03’ 43" LTE = 26,784.03N = 110,298.60P.I. 88+85.01 "D1"
CURVE DATA
E = 3.39’R = 100.00’L = 51.38’T = 26.27’D = 57° 17’ 44.81" = 29° 26’ 11" LTE = 26,698.08 N = 110,290.49P.I. 89+71.32 "D1"
CURVE DATA
P.O.T. STA. 80+00.00 "D1"
P.O.T. STA. 16+75.00 "LS-2"
E = 27,503.20
N = 110,000.52
APP. S
ECTIO
N LIN
E
Gra
vel Drive
L.A. R/W & A.
C.L. & F.F
.T.F.
15’R
Tangent Line "D1"
CYN
THIA H
UGES
EASON
JR.& TONYA
TH
OM
AS
W.
LATH
AM
& A
MIE
E B.
CH
ARLE
S E. II
LAVIG
NE
& TR
ACY
L.
DONALD
N. J
R.
ENGELKIN
G
SHEIL
A J.
RUSSELL E. &
TRUST
FAMILY
GOTTBRATH
STA. 81+08.00 "D-1"
27’ OF 15" PIPE
STRUCTURE NO. 102
S 87° 30’ 26" E
N 84° 27’ 11"
W
RAMP IR-9
Tangent Line "IR-9"
Tangent Line "IR-9"
LINE "IR-9
"
E = 26,673.58
N = 110,273.44
MATCH EXISTING
E = 6.78’R = 10,700.00’L = 761.53’T = 380.93’ = 4° 04’ 40" RTP.I. 938+24.34 "IR-9"
CURVE DATA
S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"
CURVE DATA
OH
Elec
OH Elec
Telephone
Gas
OH Elec
OH Elec
OH
Elec
Elec
OH Elec
OH Elec
CONSTRUCTION LIMITS
LIMITSCONSTRUCTION
P.C. STA. 80+45.00 "D-1"
25’ RADIUS
90°
P.T. STA. 81+70.66 "D-1"
P.C. STA. 84+67.04 "D-1"
P.T. STA. 85+59.31 "D-1"
P.C. STA. 88+77.96 "D-1"
P.T. STA. 88+92.03 "D-1"
P.C. STA. 89+45.05 "D-1"
P.T. STA. 89+96.42 "D-1"
12’
LINE "D1"
E:27487.54N:109989.77P.O.T. Sta. 80+19.00 "D1"BEGIN CONSTRUCTION
P.O.T. Sta. 90+00.00 "D1"END CONSTRUCTION
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00
522.9
5
522.4
3
521.91
522.4
5
523.2
4
524.0
3
524.8
2
525.3
5
525.3
5
524.8
2
523.7
7
522.4
5
521.13
519.8
2
518.5
0
517.18
514.7
7
511.16
508.6
7
521.6
519.9
519.4
519.6
520.3
521.2
522.0
522.8
523.5
524.1
524.2
523.8
522.7
521.5
520.6
519.8
518.4
517.0
515.1
510.7
508.7
506.2
503.7
500.5
522.9
9
L.V.C. = 10.00’
ELEV. = 522.35
P.V.I. STA. = 80+35.00
L.V.C. = 30.00’
ELEV. = 521.50
P.V.I. STA. = 81+90.00
L.V.C. = 200.00’
ELEV. = 526.40
P.V.I. STA. = 85+00.00
P.V.I. STA. = 88+78.32
ELEV. = 516.44
L.V.C. = 65.00’
P.V.I. STA. = 89+58.00
ELEV. = 510.47
L.V.C. = 50.00’
508.6
7
-4.30%
-7.50%
-2.63%
-2.63%
+1.58%
+1.58%
-4.00%-0.55%
-0.55%
521.67
513.99
+00.00
510.37
+50.00
517.54
+00.00
516.33
+50.00
519.94
+00.00-2.40%
-4.68%
-2.42%
-7.24%
-5.83%
-5.33%
510.37
+50.00513.99
+00.00
516.33
+50.00517.54
+00.00
519.94
+00.00
-2.40%-2.42%
-4.68%
-7.24%(PLOTTED 20’ ABOVE DATUM)
SPECIAL DITCH LT.
SPECIAL DITCH RT.
508.00
+90.65
508.00
+94.46
R/W LEGEND
BEGIN L.A. R/W
END L.A. R/W
B
E
520
520
520
520
520
350+0
0
20+00 25+00
85+00
350+0
0
350+0
0
c:\p
wv8i-local\baker_projects\posborne\d
ms87552\16la
001.dgn
12/29/2011
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
0:3
9 P
M
_US
ER_
DWG. NO. SHEET NO.
ofCYY CEW
29
XXX
0900237
0900237
F.P.
GENERAL PLAN
BULB TEE BEAM BRIDGE
CONTINUOUS COMPOSITE PRESTRESSED
OVER S.R. 265.
ON UTICA SELLERSBURG ROAD
39’-4" CLEAR ROADWAY
SKEW: 36°00’00" RT
2 SPANS AT 125’-0" AND 110’-0"
LAYOUT
UTILITIES
COATING WILL BE PAID FOR AS A LUMP SUM.SHALL RECEIVE MASONRY COATING. MASONRY BOTTOM FLANGE OF ALL INTERIOR BEAMS FLANGE OF THE EXTERIOR BEAM, AND THE THE OUTSIDE FACE AND THE BOTTOM COPING TO THE FACE OF EXTERIOR BEAMS, UNDERSIDE OF THE DECK FROM THE FACE OF THE DECK COPING, THE BENTS, THE PEIRS, THE BARRIERS, THE ALL THE EXPOSED FACES OF THE END
PAID FOR AS A LUMP SUM.EPOXY SEALER. ALL SURFACE SEAL WILL BE SHALL BE SEALED WITH A PENETRATING BENT CAPS, THE PEIRS AND THE BARRIERS ALL THE EXPOSED FACES OF THE END
TO BE EPOXY COATED.STEEL IN DECK, BARRIER, AND END BENTS IN BARRIER TO BE CLASS "C". REINFORCING CONCRETE IN FLOOR SLAB, DIAPHRAGMS, AND
CRITERIA.GEOTECHNICAL REPORT AND PILE DRIVING SEE THE SPECIAL PROVISIONS FOR THE
OTHERWISE NOTED.ALL DIMENSIONS ARE IN FEET(ft) UNLESS
UNLESS NOTED.SHALL BE 4", AND 2" IN ALL OTHER PARTS FOOTING EXCEPT BOTTOM STEEL WHICH TOP AND 1" IN BOTTOM OF FLOOR SLAB, 3" IN REINFORCING STEEL COVER TO BE 2.5" IN
SITUATION PLANCONTOUR INTERVAL = 1’
1"=30’
LY-01
UTICA SELLERSBURG ROAD BRIDGE
LAYOUT
HORIZONTAL CURVE DATA
UTICA SELLERSBURG ROAD
SR 265
W.B.L.
N86°44’3
6"W
LIN
E "A-W
B"
LIN
E "A"
N86°5
7’40"W
N87°3
0’2
6"W
SR 265 E.B.L.
N34°27’43"W
LINE "LS-2"
P.O.C. STA. 350+35.84 "A"
P.O.T. STA. 22+28.26 "LS-2"
EXISTING STRUCTURENO EXISTING STRUCTURE
S.E. = 2.60%E = 190.34’R = 8,200.00’L = 3,499.97’T = 1,777.04’
= 24° 27’ 19" RTP.I. 335+19.48 "A"
CURVE DATA
10
CLARK COUNTY
UTICA TOWNSHIP
ILLINOIS GRANT,SURVEY 24
532.9
8
19+00
532.9
8
19+00
522.9
535.16
535.16
523.2
537.18
20+00
537.18
20+00
523.4
538.8
0538.8
0
523.4
540.0
1
21+00
540.0
1
21+00
523.2
540.8
2540.8
2
523.0
541.22
22+00
541.22
22+00
522.4
541.22
541.22
522.2
540.8
2
23+00
540.8
2
23+00
522.1
540.0
1540.0
1
522.0
538.8
0
24+00
538.8
0
24+00
521.7
537.19
537.19
521.4
535.17
25+00
535.17
25+00
521.2
532.8
4532.8
4
521.1
530.5
0
26+00
530.5
0
26+00
521.1
520
530
540
550
560
500
520
530
540
550
560
500
PROFILE ON PROPOSED UTICA SELLERSBURG ROAD LINE "LS-2"
510510
1"=10’
L.V.C. = 300.00’
WWW
ELEV. = 540.40
36°00’00" RT.
ST
A. 21+04.7
7
ST
A. 23
+42.2
4
END BENT 1 PIER 2
END BENT 3
S.R. 265 E.B.L. S.R. 265 W.B.L.
EXISTING GROUND LINE
MIN.
VE
RT. C
LR.
16’-10 1/
8"
SEE SHEET 4 FOR ALIGNMENT TIESMBJ
SKEW
(TYP)
LIN
E "A-E
B"
WALLMSE
WALLMSE
WALLMSE
WALLMSE
P.G. El. 537.21
STA. 21+06.00 "LS-2"
{ BEARING, BENT NO. 1
P.G. El. 535.16
STA. 23+41.00 "LS-2"
{ BEARING, END BENT NO. 3
S.E. = 2.60%E = 192.23’R = 8,132.92’L = 3,502.23’T = 1,778.69’ = 24° 40’ 23" RTP.I. 335+20.35 "LA-WB"
CURVE DATA
S.E. = 2.60%E = 179.05’R = 8,211.42’L = 3,398.83’T = 1,724.10’ = 23° 42’ 56" RTP.I. 334+68.04 "LA-EB"
CURVE DATA
WALLMSE
WALLMSE
PROPOSED PROFILE GRADE
P.V.I. STA. = 21+80.00
+3.44% -3.26%
MIN.
VE
RT. C
LR.
16’-9"
P.O.C. STA. 350+25.86 "LA-EB"
P.O.T. STA. 21+82.47 "LS-2"
P.O.C. STA. 350+49.27 "LA-WB"
P.O.T. STA. 22+79.68 "LS-2"
LIMITS
CONST.
LIMITS
CONST.
LIMITS
CONST.
LIMITS
CONST.
APPROACH (TYP.)R.C. BRIDGE
SEE INDEX SHEET, SHEET 2.
STRUCTURE LIMIT
P.O.T. STA. 22+31.00 "LS-2"
{ PIER NO. 2
P.O.T. STA. 22+23.50 "LS-2"
{ BRIDGE
c:\p
wv8i-local\baker_projects\posborne\d
ms87552\16
ge001.dgn
12/29/2011
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
1:22 P
M
_US
ER_
DWG. NO. SHEET NO.
ofCYY
MBJ
CEW
PDO
29
XXX
0900237
0900237
350+0
0
20+00 25+00
350+0
0
350+0
0
EXISTING GROUND LINE
PIER NO. 2
S.R. 265 E.B.L. S.R.265 W.B.L.
MIN.
VE
RT. C
LR.
16’-10 1/
8"
BENT NO. 1
MSE WALL MSE WALL
BENT NO. 3
(TYP ALL CORNERS)GUARDRAIL TRANSITION TYPE TGB
CONCRETE BRIDGE RAIL(TYP ALL CORNERS)GUARDRAIL TRANSITION TYPE TGB
PROPOSED PROFILE GRADE
MIN.
VE
RT. C
LR.
16’-9"
HP PILE (TYP.)
SEMI-FIXED
INTEGRAL INTEGRAL
HP PILE (TYP.)
TRAVEL LANE
11’-0"
TRAVEL LANE
11’-0"
1’-6"
1’-6"
CLEAR ROADWAY
19’-8"
CLEAR ROADWAY
19’-8"
OUT TO OUT COPING
42’-4"
21’-2"
21’-2"
SHOULDER
8’-8"
3’-8"
4 SPACES @ 8’-9" = 35’-0"
3’-8"
SHOULDER
8’-8"
COPING
2"
RAIL
1’-4"
RAIL
1’-4"
COPING
2"
(TYP)
6"
CONC SLAB8" CLASS "C"
DELINEATOR (TYP)BARRIER
(TYP)2’-9"
2% 2%2% 2%
LINE "LS-2"GRADEPROFILE
BRIDGE RAILING TYPE "FC" (TYP)BARRIER CONCRETE
BEAM TYPEBT 66"X48" (TYP)PRESTRESSED BULB-TEE
SURFACE SEALLIMITS OF
SURFACE SEALLIMITS OF
DRIP BEAD (TYP) DIA HALF ROUND�"
PLAN
ELEVATION
1"=30’
GE-01
UTICA SELLERSBURG ROAD BRIDGE
GENERAL PLAN
TYPICAL SECTION
UTICA SELLERSBURG ROAD
11’-0"
LA
NE
11’-0"
LA
NE
8’-0"
SH
OU
LD
ER
8’-0"
SH
OU
LD
ER
N34°27’43"W
LINE "LS-2"
LANES
24’-0"
S.R. 265 E.B.L.
S.R. 265
W.B.L.
21’-2
"21’-2
"
O.-
O. C
OPIN
G
42’-4"
CLE
AR
RO
AD
WA
Y
39’-4"
GENERAL NOTES
DESIGN DATA
237’-6" OUT TO OUT BRIDGE FLOOR
CLR
HORIZCLR
HORIZ
CLR
HORIZ
P.O.C. STA. 350+35.84 "A"
P.O.T. STA. 22+28.26 "LS-2"
SCALE: 3/16" = 1’-0"
BR. APPR.
20’-6" R.C.
MIN
33’-0 5/
8"MIN
25’-7 5/8"MIN
31’-2 3/4"
11
AS SHOWN
P.G. El. 537.21
STA. 21+06.00 "LS-2"
{ BEARING, BENT NO. 1
125’-0" { BEARING, BENT NO. 1 TO { PIER
P.G. El. 537.65
STA. 22+31.00 "LS-2"
{ PIER NO. 2
P.G. El. 535.16
STA. 23+41.00 "LS-2"
{ BEARING, BENT NO. 3
LIN
E "L
A-E
B"
LIN
E "A"
+3.44% -3.26%
STRUCTURE TO BE BUILT TO A 300’ VERTICAL CURVE
BR. APPR.
20’-6" R.C.
CLEARANCE POINT
MINIMUM VERTICAL
LIN
E "L
A-W
B"
LANES
VARIE
S
CLEARANCE POINT
MINIMUM VERTICALP.O.C. STA. 350+25.85 "LA-EB"
P.O.T. STA. 21+82.47 "LS-2"
P.O.C. STA. 350+49.27 "LA-WB"
P.O.T. STA. 22+79.68 "LS-2"
GENERAL PLAN
BULB TEE BEAM BRIDGE
CONTINUOUS COMPOSITE PRESTRESSED
OVER S.R. 265.
ON UTICA SELLERSBURG ROAD
39’-4" CLEAR ROADWAY
SKEW: 36°00’00" RT
2 SPANS AT 125’-0" AND 110’-0"
CONSTRUCTION LOAD
110’-0" { PIER TO { BEARING, BENT NO. 3
25’-8�"
CLR
HORIZ
MIN
WITH ARTICLE 702.21 OF SPECIFICATIONS (ESTIMATED QUANTITY = XX SFT).
EXPOSED FACES OF WINGWALLS, END BENTS AND TOP OF PIER CAP TO BE SEALED IN ACCORDANCE
UNDERSIDE OF BRIDGE FLOOR FROM COPING TO OUTSIDE FACE OF EXTERIOR BEAM, AND ALL
THE TOP OF ROADWAY SRUFACE FROM COPING LINE TO COPING LINE, FACE OF DECK COPINGS,
SEE THE SPECIAL PROVISIONS FOR THE GEOTECHNICAL REPORT AND PILE DRIVING CRITERIA.
EXCEPT BOTTOM STEEL WHICH SHALL BE 4", AND 2" IN ALL OTHER PARTS UNLESS NOTED.
REINFORCING STEEL COVER TO BE 2.5" IN TOP AND 1" IN BOTTOM OF FLOOR SLAB, 3" IN FOOTING
AASHTO GUIDE DESIGN SPECIFICATION FOR BRIDGE TEMPORARY WORKS (1995), FIG 2.1.
IN ACCORDANCE WITH 2
DESIGNED FOR 70 MPH HORIZONTAL WIND LOADING OF 50 LB/FTWIND LOAD:
4500 LB DISTRIBUTED OVER 10 FT ALONG THE COPING.FINISHING-MACHINE LOAD:
OVER 30-FT LENGTH OF THE DECK CENTERED WITH THE FINISHING MACHINE.
VERTICAL FORCE APPLIED AT A DISTANCE OF 6 IN. OUTSIDE THE FACE OF COPING
AND 75 LB/FT
EXTENDING 2 FT PAST THE EDGE OF COPING 2
DESIGNED FOR 20 LB/FTCONSTRUCTION LIVE LOAD:
FORMS, REMOVABLE DECK FORMS, AND 2-FT EXTERIOR WALKWAY.
FOR PERMANENTMETAL STAY-IN-PLACE DECK 2
DESIGNED FOR 15 LB/FTDECK FALSEWORK LOADS:
THE GIRDER BOTTOM FLANGE AND WEB.
THE BOTTOM OVERHANG BRACKETS WERE ASSUMED TO BE BRACED AGAINST THE INTERSECTION OF
BRACKETS WERE ASSUMED TO BE LOCATED 6 IN. PAST THE EDGE OF THE VERTICAL COPING FORM.
ASSUMED TO BE SUPPORTED 6 IN. OUTSIDE THE VERTICAL COPING FORM. THE TOP OVERHANG
OF THE DECK OVERHANG PAST THE EDGE OF THE EXTERIOR GIRDER. THE FINISHING MACHINE WAS
CONSTRUCTION LOADS SHOWN BELOW. CANTILEVER OVERHANG BRACKETS WERE ASSUMED FOR SUPPORT
THE EXTERIOR GIRDER HAS BEEN CHECKED FOR STRENGTH, DEFLECTION, AND OVERTURNING USING THE
P.O.T. STA 22+23.50 "LS-2"{ BRIDGE
Fy = 60,000 psiREINFORCING STEEL
f’c = 4,000 psiCLASS "C" CONCRETE
f’c = 3,500 psiCLASS "A" CONCRETE
f’c = 3,000 psiCLASS "B" CONCRETE
UNIT STRESSES:
DESIGN WITH A STRUCTURAL DEPTH OF 7 1/2" AND 0.5" INTEGRAL WEARING SURFACE.
FLOOR SLAB:
PERMANENT METAL DECK FORMS.
ACTUAL WEIGHT PLUS 35 LBS./SFT. FOR FUTURE WEARING SURFACE AND 15 LBS./SFT. FOR
DEAD LOAD:
INTERIMS.
THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, FIFTH EDITION, 2010, AND ITS SUBSEQUENT
SUPERSTRUCTURE AND SUBSTRUCTURE DESIGNED FOR HL-93 LOADING, IN ACCORDANCE WITH
LIVE LOAD:
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
510 510
520 520
500 500
12+50.00 12+50.00
510 510
520 520
500 500
12+80.00 12+80.00
510 510
520 520
500 500
13+00.00 13+00.00
520 520
510 510
13+50.00 13+50.00
STA. 12+50.00 TO 13+50.00
LINE "LS2"XS-1
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
12
3:16:1
520.6
3
520.6
3
R/
W
3:16:1
520.6
7
520.6
8
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:0
4 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
510 510
14+00.00 14+00.00
510 510
520 520
530 530
500 500
14+50.00 14+50.00
510 510
520 520
530 530
500 500
15+00.00 15+00.00
510 510
520 520
530 530
500 500
15+50.00 15+50.00
STA. 14+00.00 TO 15+50.00
LINE "LS2"XS-2
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
13
3:16:1
520.8
2
520.8
2
R/
W
3:16:1
6:13:1
521.09
521.09
518.64
3:1
R/
W
R/
W
3:16:1
4:1 3:1
518.34
521.10
521.43
6:1
R/
W
R/
W
3:16:1 4:1 3:1
521.22
521.77
518.04
6:1
R/
W
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:14 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
510 510
520 520
530 530
500 500
16+00.00 16+00.00
520 520
530 530
510 510
16+50.00 16+50.00
520 520
530 530
510 510
17+00.00 17+00.00
STA. 16+00.00 TO 17+00.00
LINE "LS2"XS-3
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
14
3:16:1
4:13:1
517.74
521.35
522.2
2
6:1
R/
W
R/
W
3:16:1
4:1
517.44
3:1
521.49
523.0
0
6:1
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
5:1
2.2% 0.6%10:1
519.67
9.3%3:1
521.75
524.13
4:1
517.14
3:1
6:1 6:1
0.6%
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:19 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
530 530
510 510
17+50.00 17+50.00
520 520
530 530
540 540
510 510
18+00.00 18+00.00
530 530
540 540
520 520
18+50.00 18+50.00
530 530
540 540
520 520
19+00.00 19+00.00
STA. 17+50.00 TO 19+00.00
LINE "LS2"XS-4
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
15
4:16:1 6:14:1 3:1
519.02
3:1
6:1
521.99
525.6
1
6:1
4:1
516.83
3:10.7%
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:16:1 6:14:1 3:1
518.72
3:1
6:1
527.3
3522.2
2
6:1
4:1 3:1
516.53
0.7%
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:16:1 6:14:1 1.0%
3:1
518.42
3:1
6:1 6:1
522.5
1529.0
5
4:1 3:1
516.23
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:16:1 4:1
6:1 1.8%
3:1
518.12
3:1
6:1 6:1
522.9
0530.7
7
4:1 3:1
515.93
R/
W
R/
W
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:3
0 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
530 530
540 540
520 520
19+50.00 19+50.00
520 520
530 530
540 540
510 510
20+00.00 20+00.00
520 520
530 530
540 540
510 510
20+50.00 20+50.00
STA. 19+50.00 TO 20+50.00
LINE "LS2"XS-5
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
16
4:16:1 4:1
6:1 2.5%
3:1
517.81
3:1
6:1 6:1
523.2
1532.4
9
3:1
515.62
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:16:1 6:1 4:1 3.8%
3:1
517.51
3:1
6:1
534.2
1523.4
3
6:1
515.32
5:1
3:1 TO S.R. 265 DRAINAGE DITCHR/
W
TE
MP. C
ONS
T. E
AS
M.
4:16:1 4:1
6:1 6.1%
3:1
517.21
3:1
6:1
523.4
0535.8
8
6:1
3:1R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:3
7 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
530 530
540 540
510 510
21+00.00 21+00.00
520 520
530 530
540 540
550 550
510 510
21+50.00 21+50.00
520 520
530 530
540 540
550 550
510 510
22+00.00 22+00.00
STA. 21+00.00 TO 22+00.00
LINE "LS2"XS-6
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
17
5:17:1 5:1
7:120:1
3:1
516.91
3:1
6:1
523.2
3537.10
R/
W
523.0
2
537.7
6
TO S.R. 265 DRAINAGE DITCH
R/
W
3:1 3:1
516.61
522.3
7537.8
6
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
4:0
3:3
6 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
530 530
540 540
550 550
510 510
22+50.00 22+50.00
520 520
530 530
540 540
550 550
510 510
23+00.00 23+00.00
520 520
530 530
540 540
510 510
23+50.00 23+50.00
STA. 22+50.00 TO 23+50.00
LINE "LS2"XS-7
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
18
522.2
4
537.4
1
522.13
536.3
9534.8
6522.0
4
6:1
3:1
512.88
3:1
TO S.R. 265 DRAINAGE DITCH
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
2:5
5 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
530 530
540 540
510 510
24+00.00 24+00.00
520 520
530 530
540 540
510 510
24+50.00 24+50.00
510 510
520 520
530 530
540 540
500 500
25+00.00 25+00.00
STA. 24+00.00 TO 25+00.00
LINE "LS2"XS-8
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
19
3:1
6:1
533.2
4521.75
6:1
3:1
3:1
513.17
TO S.R. 265 DRAINAGE DITCH
R/
W
513.71
3:1
6:1
531.61
521.44
6:1
3:1
513.46
3:13:1
R/
W
3:1
516.86
3:1
6:1
529.9
8521.20
6:1
3:1
4:1
513.75
3:1
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
3:0
4 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
510 510
520 520
530 530
540 540
500 500
25+50.00 25+50.00
510 510
520 520
530 530
500 500
26+00.00 26+00.00
510 510
520 520
530 530
500 500
26+50.00 26+50.00
STA. 25+50.00 TO 26+50.00
LINE "LS2"XS-9
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
20
3:1
517.16
3:1
6:1
528.3
5521.06
6:1
514.04
3:1
3:1 R/
WR/
W
R/
W
3:1
517.46
3:1
6:1
526.7
2521.07
6:1
3:1
514.33
3:1
R/
WR/
W
R/
W
3:1
517.77
3:1
6:1
525.10
521.07
6:1
3:1
514.62
3:1
R/
W
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
3:13
PM
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
510 510
520 520
530 530
500 500
27+00.00 27+00.00
510 510
520 520
530 530
500 500
27+50.00 27+50.00
510 510
520 520
530 530
500 500
28+00.00 28+00.00
STA. 27+00.00 TO 28+00.00
LINE "LS2"XS-10
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
21
3:1
518.07
3:16:1
521.08
523.5
6
6:13:1
3:1
514.91
R/
W
R/
W
3:1
518.37
4:16:1
522.4
0521.11
6:1 3:1
3:1
515.20
R/
W
R/
W
3:1
518.67
5:1
521.62
521.14
6:1
3:13:1
516.04
6:1
R/
W
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
3:2
1 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
510 510
520 520
530 530
500 500
28+50.00 28+50.00
520 520
530 530
510 510
29+00.00 29+00.00
510 510
520 520
530 530
500 500
29+50.00 29+50.00
STA. 28+50.00 TO 29+50.00
LINE "LS2"XS-11
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
22
4:1
518.97
7:1
521.24
521.21
6:13:1
3:1
516.97
6:1 R/
W
R/
W
4:1
519.27
521.37
521.24
6:1 4:13:1
517.90
6:19:1
R/
WR/
W
4:1
519.57
521.53
521.53
6:1 4:14:1
518.84
6:19:1
R/
W
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
3:3
2 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
520 520
530 530
510 510
30+00.00 30+00.00
520 520
530 530
510 510
30+50.00 30+50.00
520 520
530 530
510 510
31+00.00 31+00.00
520 520
510 510
31+50.00 31+50.00
STA. 30+00.00 TO 31+50.00
LINE "LS2"XS-12
CROSS SECTIONS
1" = 10’
1" = 10’
WWM
PDO
CEW
WWM
23
4:1
519.94
6:1
521.84
521.84
5:1
519.77
4:16:1
R/
W
R/
W
R/
W
R/
W
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\DxsLS2001.dgn
12/29/2011
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
3:3
6 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
520 520
80+00.00 80+00.00
510 510
530 530
80+50.00 80+50.00
530 530
520 520
520 520
81+00.00 81+00.00
520 520
530 530
81+50.00 81+50.00
STA. 80+00.00 TO 81+50.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
24XS-13
530 530
4:1
522.2
6
4:1
7.0%
6:1
519.8
5
6:1
0.7%
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:1
521.99
4:1
518.99
6:1
519.4
4
6:1
4:10.7%
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:1
521.72
518.99
6:1
519.6
2
6:14:1
3:10.7%
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:14 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
520 520
510 510
82+00.00 82+00.00
520 520
82+50.00 82+50.00
520 520
83+00.00 83+00.00
530 530
520 520
83+50.00 83+50.00
STA. 82+00.00 TO 83+50.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
25XS-14
518.82
4:16:1
520.3
5
6:14:1
3:10.7%
R/
W
TE
MP. C
ONS
T. E
AS
M.
521.67
522.4
5
0.7%
518.51
4:16:1
521.22
6:14:1
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
523.2
4
1.5%
518.21
4:16:1
521.98
6:14:1
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
524.0
3
2.2%
517.91
3:1
4:16:1
522.8
1
6:14:1
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:2
8 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
520 520
510 510
84+00.00 84+00.00
520 520
530 530
510 510
84+50.00 84+50.00
520 520
530 530
510 510
85+00.00 85+00.00
STA. 84+00.00 TO 85+00.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
26XS-15
3.2%
517.61
3:1
524.8
2
4:16:1
523.5
2
6:14:1
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
525.3
5
5.2%
3:1
3:1
517.30
4:16:1
524.10
6:14:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
525.3
5
5.4%
516.92
3:1
4:16:1
524.2
0
6:1 4:1
3:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:3
2 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
530 530
520 520
85+50.00 85+50.00
520 520
530 530
510 510
86+00.00 86+00.00
520 520
510 510
86+50.00 86+50.00
STA. 85+50.00 TO 86+50.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
27XS-16
524.8
2
4:16:1 6:1 4:1
523.8
2
R/
W
TE
MP. C
ONS
T. E
AS
M.
523.7
7
4:16:1
522.7
3
6:1 4:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
522.4
5
4:16:1
521.55
6:14:1
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:4
3
PM
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
520 520
510 510
87+00.00 87+00.00
520 520
510 510
87+50.00 87+50.00
520 520
510 510
88+00.00 88+00.00
520 520
510 510
88+50.00 88+50.00
STA. 87+00.00 TO 88+50.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
28XS-17
4:1
521.13
6:1
520.6
0
6:14:1
519.94 519.94
R/
W
TE
MP. C
ONS
T. E
AS
M.
519.8
2
4:1 6:1
519.8
4
6:1 4:1
518.74 518.74
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:1
518.5
0
6:1
518.4
3
6:1 4:1
517.54 517.54
R/
W
TE
MP. C
ONS
T. E
AS
M.
4:1
517.18
6:1
517.0
0
6:1 4:1
516.33 516.33
R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:4
7 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
80
80
520 520
510 510
89+00.00 89+00.00
510 510
500 500
89+50.00 89+50.00
510 510
500 500
90+00.00 90+00.00
500 500
90+50.00 90+50.00
STA. 89+00.00 TO 90+50.00
LINE "D1"
CROSS SECTIONS
1" = 5’
1" = 5’
WWM
PDO
CEW
WWM
29XS-18
514.7
7
4:16:1
515.0
8
6:1 4:1
513.99 513.99
R/
WTE
MP. C
ONS
T. E
AS
M.
511.16
4:1 6:1
510.7
4
6:1
510.37
4:1
510.37
R/
W
TE
MP. C
ONS
T. E
AS
M.
508.6
7
4:1
508.6
7
4:1 R/
W
TE
MP. C
ONS
T. E
AS
M.
c:\p
wv8i-local\baker_projects\posborne\d
ms88276\Dxs
D10
01.dgn
12/29/2011
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
4:5
8 P
M
_US
ER_
DWG. NO. SHEET NO.
of
265-10-9595
0900237
XXX 0900237
29