bridge plans · 2019-10-07 · bridge plans 0810243 1" = 1000’ 1 clark county, indiana note:...
TRANSCRIPT
SR 265 WB
SR 265 EB
BEGIN CONSTRUCTION
PROJECT NO. 0810243
P.O.T. STA. 297+05.00
LINE "A"
23
15
16
END CONSTRUCTIONEND CONSTRUCTIONEND CONSTRUCTION
HYDRAULIC UNIT CODE: 05140101
16
17
26
END CONSTRUCTIONEND CONSTRUCTIONEND CONSTRUCTION
BEGIN CONSTRUCTION
23
15
ROADWAY LENGTH: 0.008 mi.
TOTAL LENGTH: 0.074 mi.
PROJECT NO. 0810243
P.O.C. STA. 335+00.00
LINE "A"
PROJECT NO. 0810243
P.O.T. STA. 297+05.00
LINE "A"
PROJECT NO. 0810243
P.O.C. STA. 335+00.00
LINE "A"
DES. No. 0900250 & 0900251
Structures 17A & 17J
MAXIMUM GRADE: 1.27%
LATITUDE: 38^ 20’ 40" N LONGITUDE: 85^ 41’ 00" W
DES. No. _________
BROOKHOLLOW WAY
NEW BRIDGE CONSTRUCTION ON BROOKHOLLOW WAY OVER LENTZIER CREEK LOCATED
1.3 MI. EAST OF S.R. 62 IN ILLINOIS GRANT SURVEY 24, UTICA TOWNSHIP,
CLARK COUNTY, INDIANA
BRIDGE LENGTH: 0.066 mi.
Brookhollow Way
Bridge24
25
37
36
35
LIN
E "A
"
S.R. 265
LIN
E "A"
S.R. 2
65
SALEM RD.
S.R. 62
LINE "S-2-A"
LINE
"S-4-A
"
LINE
"S-1-A"
UTICA
-
SELL
ERSBURG
RD.
S.R. 265
22
4 Spans: 75’-10",
2 @ 96’-0", 77’-0"
10^ Skew Left
NOTE: CONTRACTOR SHALL USE THESE
PLANS IN CONJUNCTION WITH
ROAD PLANS DES. NO. 0810243
c:\projectwis
e\d
ms24644\B
HTI0
01.dgn
12/30/2011
8:11:07
AM
_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
BRIDGE PLANS
0810243
1" = 1000’
1
CLARK COUNTY, INDIANA
NOTE: FOR INDEX OF SHEET NO. ’S AND TRAFFIC
DATA SEE DWG. NO. IX-01.
ROAD PLANS
INDIANA
DEPARTMENT OF
TRANSPORTATIONSTRUCTURE TYPE SPAN AND SKEW OVER STATION
Lentzier
Creek
TBD
TBD
PLANS
PREPARED BY:
COMPANY NAME
BRIDGE PLANS
PROJECT NO. TBD P.E.
PROJECT NO. TBD R/W
PROJECT NO. TBD CONST.
TBD
S.R. 265 SECTION C
0900252 STR. 18 - S.R. 265 OVER LENTZIER CREEK
0900253 STR. 19 - S.R. 265 OVER LENTZIER CREEK
BRIDGE FILE
TBD
10
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2012
TBD
Cont. Comp.
Steel Beam
6+66.00
LINE "LS-5"
TBD
TBD
NAME PHONE #
GROSS LENGTH: - 0.95 MI
BURGESS & NIPLE
INDIANAPOLIS, IN 46204
PHONE (317) 237-2760
FAX (317) 237-2755
CAPITOL CENTER SUITE 920
251 N. ILLINOIS ST.
TBD
ROUTE: BROOKHOLLOW WAY OVER LENTZIER CREEK
Clark XX
FINAL PLANS
DECEMBER 30, 2011
2425
LINE "A"
S.R. 2
65
LIN
E "S-2-A"
UTIC
A -
SE
LLE
RS
BUR
G R
D.
SR 265 WB
SR 265 EB
DES. NO. 0810245
DES. NO. 0810242
DES. NO. 0810243
DES. NO. 0900237
DES. NO. 0810244
PROJECT MAPSCALE; 1" = 2000’
NO.SHEET DESIGNATION
SHEET
NO.
DRAWING
1
DATENO. DESCRIPTION
TITLE SHEETTI-01
IX-012
REVISIONS
DRAWING INDEX
INDEX SHEET
LY-01
GE-01 GENERAL PLAN
3 TS-01 TYPICAL CROSS SECTIONS
PROFILE SHEET
7
IX-01JLF
2
INDEX SHEET
NA
NA
XS-01 THRU 03 CROSS SECTIONS
BROOKHOLLOW WAY OVER LENTZIER CR.
TBD
TBD
(FOR INFORMATION ONLY)
(FOR INFORMATION ONLY)
(FOR INFORMATION ONLY)
(FOR INFORMATION ONLY)
LAYOUT
PN-01
V-01
4 PLAN SHEET
5
6
8-10
10SJA
ELS ELS
c:\projectwis
e\d
ms24644\B
HIX
001.dgn
12/19/2011
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
2:2
0:2
4 P
M
_US
ER_
DWG. NO. SHEET NO.
of
UTILITIES
WATER
Duke Energy
1619 West Defenbaugh Street
Kokomo, IN 46902
Attn: Jim Shields
(317) 402-2745
ELECTRIC
MISCELLANEOUS AGENCIES
TELECOMMUNICATIONS
GAS PIPELINES
AT&T Indiana
P.O. Box 1405
510 E. Spring St.
New Albany, IN 47150
Attn: Monte Gullion
(812) 948-7179
Insight Communications
4701 Commerce Crossings Drive
Louisville, KY 40229
Attn: Nathen Howerton
(502) 639-6838
Level 3 Communications
4010 HWY 3
Charlestown, IN 47111
Attn: Rick Stephens
(502) 836-5921
Watson Water
4106 Utica-Sellersburg Road
Jeffersonville, IN 47130
Attn: Glenn Freeman
(812) 246-5416
Vectren Energy Delivery of Indiana
2520 Lincoln Drive
Clarksville, IN 47129
Attn: Paul Schroeder
(812) 948-4954 (office)
(502) 445-1934 (cell)
Clark County REMC
7810 SR 60
Sellersburg, IN 47172
Attn: Larry Edwards
812) 248-7504
CSX Transportation
500 WATER STREET
JACKSONVILLE, FL 32202
Attn: Leslie L. Scherr
(904) 366-3057
Ports of Indiana- Jeffersonville
5100 Port Rd.
Jeffersonville, IN 47130
Attn: Scott Stewart
(812) 283-9662
SANITARY
City of Jeffersonville
1420 Pennsylvania Ave.
Jeffersonville, IN 47130
Attn: Len Ashack
(812) 285-6451
ROADWAY ALIGNMENT A.A.D.T. 2030 D.H.V. 2030DESIGNSPEED
TRAFFIC DATA
% A.D.T.TRUCKS
% D.H.V.TRUCKS
NEW CONSTRUCTION(FREEWAY)
LINE "A" 70
20
S.R. 265 WEST OF SALEM RD. EB
FUNCTIONALCLASSIFICATION
PRINCIPALARTERIAL
V.P.D. V.P.H. mph
PROJECTDESIGN
CRITERIA
ACCESSCONTROL
RURAL /URBAN
TERRAIN
FULL
DESIGN DATA
ROLLINGLINE "A" 70S.R. 265 WEST OF SALEM RD. WB
BROOKHOLLOW WAY LINE "LS-5" N/A N/A NONELOCAL STREET ROLLING3R (NON-FREEWAY)<40< 400
15
15
8
11
19500
19500
3400
2800
SUBURBAN/BUILT-UP
SUBURBAN/BUILT-UP
TS-01 3
TBD
TBD
TBD
LINE "LS-5" (BROOKHOLLOW WAY)
TYPICAL SECTIONS 10
TBD
FOR INFORMATION ONLY
JLC
AMH
JLC
AMH
1" = 10’
c:\te
mp1\d
ms24644\B
HT
S001.dgn
10/19/2011
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
9:5
3:18
AM
_US
ER_
DWG. NO. SHEET NO.
of
CONCRETE BARRIER, 45", SINGLE FACE
SUBGRADE TREATMENT, TYPE xx
6" UNDERDRAINU
S
O
A1
29
VARIABLE DEPTH COMPACTED AGGREGATE, NO. 53
XX" QC/QA PAVEMENT (TO BE DETERMINED) 15
70 M.S.E. RETAINING WALL
72 W-BEAM GUARDRAIL
71 MOMENT SLAB
SEEDING, R
26 NURSERY SODDING
LEGEND
CONCRETE CURB AND GUTTER 65 CONCRETE BARRIER, 45", SINGLE FACE
16 CONCRETE CURB, TYPE B
2.0% 2.0%2.0%
{
2.0% 2.0%2.0% 2.0%
{
3:13:1
PAVING EXCEPTION
3:1 3:1
S
S
2929
29
A1
A1
3:13:1
15 15
29
STA. 0+50.00 LINE "LS-5" TO STA. 4+68.21 LINE "LS-5"
STA. 4+68.21 LINE "LS-5" TO STA. 8+67.66 LINE "LS-5"
STA. 8+67.66 LINE "LS-5" TO STA. 15+19.31 LINE "LS-5"
LINE "LS-5" CURB AND GUTTER
2.0%2.0%
{
3:13:1
26
70
A1
LINE "LS-5" NORMAL CROWNMSE WALL DETAIL
2.0% 4.0%
{
S
A1
STA. 8+82.71 LINE "LS-5" LT. TO STA. 13+75.40 LINE "LS-5" LT.STA. 12+36.54 LINE "LS-5" RT. TO STA. 14+68.73 LINE "LS-5" RT.
MSE WALL DETAIL
MA
TC
HLIN
E
SE
E
LIN
E "A
"
3:1 3:1
65
70
29
71
6:1
CLEARZONE CLEARZONE
6:1
2.0% 4.0%
{
S
A1
2:1 3:1
GUARDRAIL DETAIL
72
29
CLEARZONE
6:1
16
72
20:1
{LINE "LS-5"
2.0% 4.0%
S
A1
2:1
EXISTING GROUND
3:129
GUARDRAIL DETAIL
STA. 4+18.36 LINE "LS-5" LT. TO STA. 4+68.21 LINE "LS-5" LT.
STA. 4+30.85 LINE "LS-5" RT. TO STA. 4+68.21 LINE "LS-5" RT.
*
* 0’ FROM STA. 0+00.00 LINE "LS-5" LT. TO STA. 2+58.35 LINE "LS-5" LT.
VARIES FROM 0’ AT STA. 2+58.35 LINE "LS-5" LT. TO 4’ AT STA. 4+18.36 LINE "LS-5" LT.
STA. 8+67.66 LINE "LS-5" RT. TO STA. 8+98.38 LINE "LS-5" RT.
STA. 8+67.66 LINE "LS-5" LT. TO STA. 9+17.19 LINE "LS-5" LT.
STA. 11+62.14 LINE "LS-5" RT. TO STA. 12+36.54 LINE "LS-5" RT.
CLEARZONE
CLEARZONE
12:112:1
(8:1 max.)(2:1 max.)
12’-0" 12’-0"
LINE "LS-5"
12’-0" 12’-0"
LINE "LS-5"
EXISTING GROUNDEXISTING GROUND
5’-0" 5’-0"
EXISTING GROUND EXISTING GROUND
12’-0"
2’-0"
EXISTING GROUND
12’-0"
LINE "LS-5"
4’-0"
2’-0"
4’-0"4’-0"4’-0"
2’-0"
4’-0" 4’-0"
12’-0"
LINE "LS-5"
6’-0"
EXISTING GROUND
4’-0"
10’-0"
4’-0"
5’-8"
VARIES
2’-0" 2’-0"
10’-0"
10’-0"12’-0"
4’-0"
3’-0"
S
PROFILE
GRADE
PROFILE
GRADE
10’-0" **10’-0" **
2’-0" 2’-0"2’-0"
6’-0" ***
*** MEASURED TO THE FRONT FACE OF CURB
** 15’-0" ON OUTSIDE OF CURVES
PN-01 4
TBD
TBD
TBD
PLAN SHEET
LINE "LS-5" (BROOKHOLLOW WAY)
STA. 0+00.00 TO STA. 15+75.00
10FOR INFORMATION ONLY
TBD
S 27̂ 0
3’ 32"
W
PN-04
JLC
AMH
JLC
AMH
1" = 50’
PLAN SHEET
STA. 0+00.00 TO STA. 15+75.00
15
LINE "LS-5" (BROOKHOLLOW WAY)
new fill
new fill
pile
T.F.
T.F.
T.F.
T.F.
T.F.
T.F.
T.F.
T.F.
T.F.
T.F.
est.
new fill
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.
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.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.F.P.
F.P.
F.P.F.P.F.P.
F.P.
F.P.
F.P.
Wooded Area
Residence
Residence
Residence
Residence
Residence
Residence
Residence
Residence
Wooded Area
Wooded Area
Wooded Area
Wooded Area
Wooded Area
Grass
Grass
320+00
325+00
330+00
320+00
325+00
330+00
320+00
325+00
330+00
0+00
5+00
10+00
15+00
c:\projectwis
e\d
ms24644\B
Hpn004.d
gn
12/19/2011
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
2:2
6:3
0 P
M
_US
ER_
DWG. NO. SHEET NO.
of
DI
50’ R
W
+15.88
201.93’
+52.45
199.10’
+12.02
247.33’
+72.94
266.19’
+07.73
239.21’
+58.19
227.67’
+72.50
194.32’
L.A. R/W & A.C.L. & F.F.T.F.
w/ Gp. 1 Posts Req’d.
+14.83
288.08’
+23.14
435.05’
+58.66
363.45’
+25.60
224.84’
+00.11
218.74’
+84.93
260.92’
+25.84
200.81’+41.22
192.53’
+27.05
175.08’
+00.30
153.70’
+59.32
197.88’
EX. L.A. R/W & A.C.L.
EX. L.
A. R/W
& A.
C.L.
EX. L.A. R/W & A.C.L. EX. L.A. R/W & A.C.L.
EX. L.A. R/
W
&
A.C.L.
EX. L.A. R/
W
&
A.C.L.
EX. L.
A. R/W
& A.
C.L.
EX. L.
A. R/W
& A.
C.L.
EX. L.A. R/W & A.C.L.
+16.18
227.40’
+49+99
270.00’
+99.90
230.89’
RETAINING WALLRETAINING WALLRETAINING WALLRETAINING WALLRETAINING WALL
+87.98 "LS5"
61.65’
+56.87
238.94’
EX. L.A. R/W & A.C.L.
EX. APP. R/W
EX. L.
A. R/W
& A.
C.L.
+ F.F.T.F.
24’ 0
"
S.R. 265 E.B.L.
S.R. 265 W.B.L.
REMOVEASPHALT PAVEMENT
END PAVING EXCEPTION
STA. 8+67.66 "LS-5"
BEGIN PAVING EXCEPTION
STA. 4+68.21 "LS-5"
LINE "LS-5"
LINE "LA-EB"
LINE "LA-WB"
LINE "A"
PC STA. 1+59.59 "LS-5"
PI STA. 2+01.48 "LS-5"
PT STA. 2+41.73 "LS-5"
PC STA. 3+83.61 "LS-5"
PI STA. 4+67.39 "LS-5"
PT STA. 5+39.29 "LS-5"
PC STA. 8+44.67 "LS-5"
PI STA. 9+37.02 "LS-5"
PT STA. 10+15.32 "LS-5"PC STA. 13+09.08 "LS-5"
PI STA. 13+50.62 "LS-5"
PT STA. 13+90.73 "LS-5"
PI STA. 15+93.33 "LS-5"
PT STA. 16+36.90 "LS-5"
BEGIN PAVING EXCEPTION
E.B. STA.321+39.19 "LA-EB"
SEE DES. NO. 09000250
END PAVING EXCEPTIONE.B. STA. 327+72.23 "LA-EB"SEE. DES. NO. 0900250
BEGIN PAVING EXCEPTION
E.B. STA.321+77.93 "LA-WB"
SEE DES. NO. 0900251
END PAVING EXCEPTIONW.B. STA. 328+13.90 "LA-WB"SEE DES. NO. 0900251
CURVE DATA
P.I. 9+37.02 "LS-5" ] = 54^ 19’ 08.04" RT R = 180.00’ L = 170.65’ T = 92.35’E = 22.31’S.E. = N.C. D.S. = 20 MPH
CURVE DATA
P.I. 13+50.62 "LS-5" ] = 25^ 59’ 30.23" LT R = 180.00’ L = 81.66’ T = 41.54’E = 4.73’S.E. = N.C. D.S. = 20 MPH
CURVE DATA
P.I. 15+93.33 "LS-5" ] = 88^ 11’ 21.77" LT R = 76.40’ L = 117.59’ T = 74.02’E = 29.98’S.E. = N.C. D.S. = 20 MPH
24’ 0"
4’ 0"
6’ 0"
+62
4’ 0"
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BEGIN CONSTRUCTIONP.O.T. STA. 0+50.00 "LS-5"
REMOVEASPHALT PAVEMENT
RETAINING WALL
+14.05 "LS5"
62.46’
PC STA. 8+44.67 "LS-5"
REMOVESTRUCTURE
5+0
0
10+0
0
BROOKHOLLOW DEVELOPMENT, LLC.
BROOKHOLLOW DEVELOPMENT, LLC.
BROOKHOLLOW DEVELOPMENT, LLC.
BROOKHOLLOW DEVELOPMENT, LLC.
GILMORE
CONSTRUCTION,
INC.
GILMORE CONSTRUCTIO
N, INC.
GILMORE CONSTRUCTIO
N, INC.
BROOK HOLLO
W
DEVELOPMENT, LLC
GILMORE CONSTRUCTIO
N, INC.
MELLISA R. & G
ARY
C. ARMSTRONG
GILMORE CONSTRUCTIO
N, INC.
REMOVE PAVEMENT
CURVE DATA
P.I. 4+67.39 "LS-5" ] = 52^ 28’ 09.72" LT R = 170.00’ L = 155.68’ T = 83.78’E = 19.52’S.E. = N.C. D.S. = 20 MPH
CURVE DATA
P.I. 2+01.48 "LS-5" ] = 27^ 40’ 52.83" RT R = 170.00’ L = 82.13’ T = 41.88’E = 5.08’S.E. = N.C. D.S. = 20 MPH
+18 "L
S5"
+31 "L
S5"
+58 "L
S5"
+98 "L
S5"
+17 "L
S5"
+37
"LS5"
+69
"LS5"
NOTES:ALL R/W ON THIS SHEET TO BE AS SHOWN.LIMITED ACCESS PROVISIONS TO APPLY WHERE INDICATED.ALL R/W ON THIS SHEET DESCRIBED FROM LINE "A" EXCEPT AS SHOWN.LINES "LS-5" TO BE CONSTRUCTED.
4’ 0"
4’ 0"
CONSTR. LIMITS
END CONSTRUCTIONP.C STA. 15+19 "LS-5"
P.O.C. STA 324+71.40 "A"P.O.T. STA. 7+15.04 "LS5"
SR 265 WB
SR 265 EB
V-01 5
TBD
TBD
TBD
PROFILE SHEET
LINE "LS-5" (BROOKHOLLOW WAY)
STA. 0+50.00 TO STA. 15+75.00 TBD
10FOR INFORMATION ONLY
530
520
510
500
490
480
470
540
550
530
520
510
500
490
480
470
460
540
550
KSP
AMH
KSP
AMH
1" = 50’
1" = 10’
STA. 00+50.00 TO STA. 15+75.00
460
450
440
450
440
c:\te
mp1\d
ms24644\B
Hvls
5.d
gn
10/20/2011
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
10:16:0
8
AM
_US
ER_
DWG. NO. SHEET NO.
of
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
420
488.8
487.6
485.8
483.2
479.3
476.2
472.2
469.4
470.5
470.9
460.5
456.8
456.2
456.5
456.4
457.4
462.6
465.6
485.5
499.5
507.4
512.0
517.0
521.3
524.5
526.3
525.2
524.9
524.3
523.7
522.8
522.7
487.5
8
486.14
484.17
481.95
479.7
2
477.5
0
475.2
7
473.0
5
470.8
2
468.7
2
467.2
8
466.5
4
466.5
0
467.18
468.5
6
470.6
5
473.4
5
476.9
5
480.9
4
484.9
4
488.9
4
492.9
4
496.9
4
500.9
4
504.9
4
508.9
4
512.9
4
516.9
4
520.4
4
522.2
4
P.V.I. STA. = 1+00.00
ELEV. = 486.40
-2.37%-4.45%
L.V.C. = 100.00’
P.V.I. STA. = 6+90.00
ELEV. = 460.14
-4.45% +8.00
%
L.V.C. = 440.00’
P.V.I. STA. = 14+65.00
ELEV. = 522.14
+8.00
%
+0.60%
L.V.C. = 105.00’
BEGIN CONSTRUCTION
STA. 0+50.00
ELEV. 487.58’
BEGIN PAVING EXCEPTION
STA. 4+68.21
GR CONNECTOR SYSTEM, TYPE I AND
GR END TREATMENT, TYPE 1, RT.
18.75 L.F. OF W-BEAM GUARDRAIL, RT.
8.4 L.F. OF MOD. W-BEAM GUARDRAIL, RT.
+78.0
2
+30.8
5
+55.4
1
+38.4
6
GR TRANSITION, TYPE TGB, RT.+6
8.2
1+7
4.2
8
+18.3
6
+46.3
2
25 L.F. OF W-BEAM GUARDRAIL, LT.
GR END TREATMENT, TYPE 1, LT. GR TRANSITION, TYPE TGB, LT.
PAVING EXCEPTION
GR TRANSITION, TYPE TGB, RT.
+61.63
+89.4
1
+17.19
GR END TREATMENT, TYPE 1, RT.
+67.6
6
GR TRANSITION, TYPE TGB, LT.
+52.9
3
25 L.F. OF W-BEAM GUARDRAIL, LT.
+75.6
6
GR END TREATMENT, TYPE 1, LT.
+98.3
8
EXISTING GROUND ALONG LINE "LS-5"
GR END TREATMENT, TYPE OS, RT.
PROFILE GRADE ALONG LINE "LS-5"
+37.14
GR TRANSITION, TYPE TGB, RT.
+12.14
+00
489.62
+50
493.50
+50
494.75
+50
496.25
+00
496.75+00
494.25
7.76%
0.50% 1.00%1.50%
1.00%
END PAVING EXCEPTION
STA. 8+67.66
7.00%
5.00%
1.00%
+50
512.00
+00
515.50
+50
518.00
+50
518.50
END CONSTRUCTION
STA. 15+19.31
ELEV. 522.46’
SPECIAL 4’ BOTTOM DITCH RT.
(PLOTTED 15’ BELOW DATUM)
SPECIAL 4’ BOTTOM DITCH LT.
(PLOTTED 5’ BELOW DATUM)
14.67’ MIN. VERT. CL.
25 L.F. OF W-BEAM GUARDRAIL, RT.
c:\projectwis
e\d
ms24644\B
Hly
001.dgn
12/30/2011
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
2:18:18 P
M
_US
ER_
DWG. NO. SHEET NO.
of
SR 265
WB
SR 265 EB
325+0
0
325+0
0
325+0
0
T.F.
T.F.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
F.P.
Reside
nce
490
480
470
460
450
440 440
450
460
470
480
490
4+00 5+00 6+00 7+00 8+00 9+00 10+00
475.27
473.04
470.82
468.72
467.27
466.53
466.50
467.18
468.56
470.65
473.45
476.95
480.94
484.94
469.5
470.5
470.9
460.5
456.8
456.2
456.5
456.4
457.4
462.6
465.6
485.5
499.5
507.4
P.V.I. STA. = 6+90.00
ELEV. = 460.14
L.V.C. = 440.00’
+8.00%
-4.45%
LINE "LS-5"
CURVE DATA CURVE DATA UTILITIES
See Index, Sheet No. 2.LINE "LS-5"
P.I. Sta. 9+37.02
]= 54^19’08.04" Right
D= 31^49’51.56"
R= 180.00’
T= 92.35’
L= 170.65’
E= 22.31’
LINE "LS-5"
P.I. Sta. 4+67.39
]= 52^28’09.72" Left
D= 33^42’12.24"
R= 170’
T= 83.78’
L= 155.68’
E= 19.52’
{ Bent No. 2
Sta. 5+70.00 "LS-5"
{ Bent No. 3
Sta. 6+66.00 "LS-5"
{ Bent No. 4
Sta. 7+62.00 "LS-5"
{ Brg. Bent No. 5
Sta. 8+39.00 "LS-5"
{ Brg. Bent No. 1
Sta. 4+94.16 "LS-5"
P.C. Sta. 3+83.61 "LS-5"
P.I. Sta. 4+67.39 "LS-5"
P.T. Sta. 5+39.29 "LS-5"
P.C. Sta. 8+44.67 "LS-5"
P.I. Sta. 9+37.02 "LS-5"
P.T. Sta. 10+15.32 "LS-5"
Sta. 6+60.78 "LS-5" =
Sta. 324+29.87 "LA-WB"
Sta. 7+68.76 "LS-5" =
Sta. 325+13.29 "LA-EB"
440
420
460
200 100 0 -100 -200
450.8
450.2
451.1
450.8
450.5
STREAM PROFILE Scale: 1" = 40’
HYDRAULIC DATA TABLE
ITEM UNITPROPOSED
STRUCTURE
Drainage Area
Q100 Discharge
Q100 Elevation
Q100 Backwater
Q100 Velocity
Waterway Area
Through Structure
Minimum Low Structure
Elevation
Discharge
Through Bridge
Discharge
Over Road
Roadway Overflow Area
Q500 Scour Elevation
0
sq mi
cfs
ft
ft
ft/sec
sft
ft
cft
cft
sft
LY-01JLFSJA
6
LAYOUT
1" = 30’ U.N. TBD
ILLINOIS GRANT, SURVEY 24
UTICA TOWNSHIP
CLARK COUNTY
Profile Grade
Existing Ground Line
4.21
2600
459.03
0.09
2.70
462.28
2600
0.0
432.39
CONTINUOUS COMPOSITE
CURVED STEEL BEAM BRIDGE
4 Spans: 75’-10", 96’-0", 96’-0", & 77’-0" ALONG LINE "LS-5"
Skew: 10^00’ Lt.
35’-4" Clear Roadway
2:12
:1
Existing structure
to be removed
S.R. 265 WB
S.R. 265 EB
25’-3�"
1’-0" 7’-6"
8�"
6’-10�"
8�"
7’-6" 1’-0"
6’-6"
6’-0"
EXISTING STRUCTURE
+-
+- +-+- +- +-
+- +-
+ -+ -
500 500
1" = 10’ TBD
TBD
BROOKHOLLOW WAY OVER LENTZIER CR.
TBD
10
ELS ELS
3 BARREL CONCRETE BOX CULVERTTo be removed.
CONSTR.
LIMITS
CONSTR.
LIMITS
CLARK COUNTY, INDIANA
SKEW 10^.00 Lt.
975.02
Sta. 7+15.03 "LS-5" =
Sta. 324+71.40 "A"
Lentzier Creek
Brookhollow Way
XX CYS. OF REVETMENT RIPRAP
OVER XX SYS OF GEOTEXTILE
18’-10"
Q100 El = 459.03
Q100 El = 459.03
450
450
455
455
455
455
455
455
455
455
455
455
455
455
455
460
460
460
460
460
460
460
460
465
465
465
465
465
465
470
470
470
470
470
470
470
475
475
475
475
475
475
480
480
480
480
485
485
485
490
490
495
495
500
500
500
505
505
505
510
510
510
ELEVATION
PLAN
TYPICAL SECTION Scale: �" = 1’-0"
GE-01JLFSJA
7
GENERAL PLAN
�" = 1’-0" U.N.
CLARK COUNTY
GENERAL NOTES
DESIGN DATA
Superstructure and substructure designed for HL-93 Loading in accordance with the AASHTO LRFD
Bridge Design Specifications, 5th Edition and interims through 2010.
Dead Load: Actual weight plus 35 P.S.F. (Composite) for future wearing surface and
15 P.S.F. (Non-Composite) for permenant metal deck forms.
Floor slab designed with 7�" structural depth plus a �" integral wearing surface.
Seismic Load: Designed for Seismic Performance Zone 1.
Class "A" Concrete f’c = 3500 p.s.i.
Class "B" Concrete f’c = 3000 p.s.i.
Class "C" Concrete f’c = 4000 p.s.i.
Reinforcing Steel (Grade 60) Fy = 60,000 p.s.i.
CONTINUOUS COMPOSITE
STEEL BEAM BRIDGE
Reinforcing steel covering shall be 2�" in the top and 1" min. in the bottom of floor slab, 3" in footings
except bottom steel which shall be 4", and 2" in all other parts, unless noted.
Concrete in footings to be Class "B".
Concrete in superstructure, pier diaphragms and bridge rail to be Class "C".
Concrete in pier stems, and pier caps to be Class "A".
Continuous concrete pours shall be required between construction joints as shown in detail plans.
Chamfer exposed edges 1" unless noted.
Place riprap at locations shown on the Layout.
Surface Seal top of bridge deck, concrete railings, copings, underside of deck from coping to face
of outside beam, and all exposed abutment faces, exposed wingwalls and exposed faces of piers.
4 Spans: 75’-10", 96’-0", 96’-0", & 77’-0" ALONG LINE "LS-5"
Skew: 10^ Lt.
35’-4" Clear Roadways
BROOKHOLLOW WAY OVER LENTZIER CR.
TBD
TBD
TBDELS ELS
TBD
10
350’-4�" Out To Out Bridge Floor (along LINE "LS-5")
75’-10" { Bearing To { Bent 96’-0" c.-c. Bent 96’-0" c.-c. Bent 77’-0" { Bent To { Bearing
20’-6" R.C. Br.Approach (Typ.)
P.I. Sta. 4+70.49 "LS-5"
P.T. Sta. 5+39.29 "LS-5"
3’-0"
(Typ.)
{ Brg. Bent No. 1
Sta. 4+94.16 "LS-5"
{ Bent No. 2
Sta. 5+70.00 "LS-5"
{ Bent No. 3
Sta. 6+66.00 "LS-5"
{ Bent No. 4
Sta. 7+62.00 "LS-5"
{ Brg. Abut. No. 5
Sta. 8+39.00 "LS-5"
LINE "LS-5"
6" Pvm’t.
Ledge (Typ.)
3’-9"
6’-0"
12’-0"
12’-0"
6’-0"
1’-6
"1’-6
"35’-4"
Cl. R
oad
way
38’-4"
O.-
O. Copin
g
P.C. Sta. 8+44.67 "LS-5"
P.I. Sta. 9+37.02 "LS-5"
P.T. Sta. 10+15.32 "LS-5"
Class "S-S"
Exp. Jt. (Typ.)
Concrete Barrier Trans.,Type TBC (Typ.)
3’-0" Berm
Skew: 10^0’0" Lt.
3’-9" Cap
Pt. of Min. Vert. Cl.
LA-WBLA-EB
Line "A"
SR 265
WB
SR 265 EB
325+0
0
325+0
0
325+0
0
c:\projectwis
e\d
ms24644\B
Hge001.dgn
12/30/2011
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
12:0
0:3
6 P
M
_US
ER_
DWG. NO. SHEET NO.
of
Structure to be built to a 440’ V.C.
BENT No. 1
PIER No. 2 PIER No. 3
PIER No. 4 ABUTMENT No. 5
SPAN "A" SPAN "B" SPAN "C"SPAN "D"
-4.45%
+8.00%
18" RevetmentRiprap
Exist. Grade
Conc. Barrier Trans.,Type TBC (Typ.) Conc. Barrier,
Type FC
Exp. Exp.
Semi-FixedSemi-Fixed
Steel "H" Piles
(Typ.)
S.R. 265 WB S.R. 265 EB
Q100 El. 459.03
Spread footingon rock
Spread footingon rock
2:12:1
18" RevetmentRiprap (Typ.)
Ex. Concrete Structureto be Removed
Fixed
18’-10
" Min.
Vert. Cl.
Low StructureEL. 462.28
8"
Class "C
"
Conc. Sla
b
2%2%
Profile Grade
W36 (Typ.)6"
{ �" Half Round
Drip Bead (Typ.)
Barrier Delineators,
Spa. @ 40’ max.
38’-4" Out To Out Coping
1’-6" 35’-4" Clear Roadway 1’-6"
Type FC Conc.Barrier (Typ.)
LINE "LS-5"
5’-8" Shldr. 12’-0" Lane 12’-0" Lane 5’-8" Shdlr.
3’-5" 3 Spaces @ 10’-6" = 31’-6" 3’-5"
Limits of Surface
Seal (Typ.)
XS-01
TBD
TBD
TBDTBD
8 10
FOR INFORMATION ONLY
c:\projectwis
e\d
ms24644\B
HX
S001.dgn
3:10:0
9 P
M12/19/2011
_US
ER_
INDIANA
DEPARTMENT OF TRANSPORTATION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED: DRAWN:
CHECKED: CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
BRIDGE FILE
DESIGNATION
DWG. NO. SHEET NO.
of
PROJECT
JMM
AMH
JLC
AMH
3:1
EX
R/
W
LA
EX
PL
EX
PL
EX
PL
EX
PL
EX
PL
470.8
2
470.8
6
6:1
468.7
2
460.4
6
BEGIN PAVING EXCEPTION
STA. 4+68.21 "LS-5"
456.8
4
467.2
7
STA. 4+50.00 TO 5+50.00
LINE "LS-5"
CROSS SECTIONS
1"=10’
1"=10’
460 460
470 470
480 480
490 490
500 500
450 450
4+50.00
460 460
470 470
480 480
450 450
5+00.00
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150160
460 460
470 470
480 480
450 450
5+50.00
EX
PL
4+50.00
5+00.00
5+50.00
XS-02
TBD
TBD
TBD
9 10
FOR INFORMATION ONLY
c:\projectwis
e\d
ms24644\B
HX
S001.dgn
3:10:2
7 P
M12/19/2011
_US
ER_
INDIANA
DEPARTMENT OF TRANSPORTATION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED: DRAWN:
CHECKED: CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
BRIDGE FILE
DESIGNATION
DWG. NO. SHEET NO.
of
PROJECT
JMM
AMH
JLC
AMH
457.4
2
468.5
6
462.5
7
470.6
5
465.6
1
473.4
5
END PAVING EXCEPTION
STA. 8+67.66 "LS-5"
STA. 7+50.00 TO 8+50.00
LINE "LS-5"
CROSS SECTIONS
1"=10’
1"=10’
450 450
460 460
470 470
480 480
7+50.00
450 450
460 460
470 470
480 480
8+00.00
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150160
470 470
480 480
490 490
460 460
8+50.00
7+50.00
8+00.00
8+50.00
XS-03
TBD
TBD
10
TBDTBD
10
FOR INFORMATION ONLY
c:\projectwis
e\d
ms24644\B
HX
S001.dgn
3:13:3
9 P
M12/19/2011
_US
ER_
INDIANA
DEPARTMENT OF TRANSPORTATION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED: DRAWN:
CHECKED: CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT
BRIDGE FILE
DESIGNATION
DWG. NO. SHEET NO.
of
PROJECT
JMM
AMH
JLC
AMH
475.75
3:1
EX
R/
W
LA
EX
PL
EX
PL
EX
PL
476.9
5
485.5
4
473.68
3:12:1 2:1
480.00
EX
R/
W
LA
EX
PL
EX
PL
EX
PL
EX
PL
480.9
4
499.5
0
3:1
477.62
3:1
3:1
6:1 6:1
STA. 9+00.00
LINE "LS-5"
CROSS SECTIONS
1"=10’
1"=10’
470 470
480 480
490 490
500 500
510 510
520 520
9+00.00
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150160
470 470
480 480
490 490
500 500
510 510
520 520
530 530
460 460
9+50.00
TO 9+50.00
460 460
9+00.00
9+50.00