HomeMy WebLinkAboutKeystone Parkway #07-08C (CAR) Full Size Bridge PlansBEGIN PROJECT
STA. 473+95.00 "E"
T. 18N.
T. 17N.
HAMILTON COUNTY
CLAY TOWNSHIP
R. 3E. R. 4E.
END PROJECT
STA. 529+70.00 "E"
CARMEL DRIVE OVER
KEYSTONE PARKWAY
BEGIN CONSTRUCTION
STA. 45+45.00 "S-16-E"
END CONSTRUCTION
STA. 53+30.00 "S-16-E"
February 6, 2009
DESIGNATION NO.
BRIDGE FILE
SHEETS
CONTRACT PROJECT NO.
of
CONTRACT BRIDGE FILE
DESIGNATIONPROJECT
PROJECT LOCATION SHOWN BY
ACCESS CONTROL
TERRAIN
%
DESIGN DATA
RURAL/URBAN
FUNCTIONAL CLASSIFICATION
% D.H.V.
M.P.H.
V.P.H.
V.P.D.
V.P.D.
TRUCKS
PROJECT DESIGN CRITERIA
DESIGN SPEED
DIRECTIONAL DISTRIBUTION
D.H.V.
A.A.D.T.
A.A.D.T.
TRAFFIC DATA
%
Mile
Mile
Mile
MAX. GRADE :
TOTAL LENGTH :
ROADWAY LENGTH :
BRIDGE LENGTH :
PHONE NUMBER
PREPARED BY:
PLANS
CERTIFIED BY:
APPROVED
FOR LETTING:
CHIEF, DIVISION OF DESIGN DATE
DATE
(317) 547-5580
1
INDEX AND TITLE SHEET
INDEX
STRUCTURE TYPE SPAN AND SKEW OVER STATION
PRESTRESSED CONCRETE
SUBJECT
American Structurepoint, Inc.
LATITUDE
LONGITUDE
HYDRAULIC UNIT CODE
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2008
TO BE USED WITH THESE PLANS
BRIDGE PLANS
CITY OF CARMEL
BOARD OF PUBLIC
WORKS AND SAFETY
KEYSTONE PARKWAY
AT THE CARMEL DRIVE ROUNDABOUT
City of Carmel Project No. 07-08C
CARMEL DRIVE
CONTINUOUS COMPOSITE
KEYSTONE PARKWAY
CARMEL DRIVE
SHEET NO.DATE
REVISIONS
REVISED
07-08C
TYPICAL SECTION - LINE "E" (FOR INFORMATION ONLY)
TYPICAL SECTION - LINE "S-16-E" (FOR INFORMATION ONLY)
5
2 SPANS @ 51’-3"31+01.42
"CAR-BR-CL"
07-08C
0.020
0.129
0.149
2.0
BRIDGE TIE-UP DIAGRAM
LAYOUT
GENERAL PLAN
END BENT NO.1 DETAILS
13-16 PIER NO.2 DETAILS
17-20 END BENT NO.3 DETAILS
21-23 BEAM DETAILS
24-43 SUPERSTRUCTURE DETAILS
44-48 R.C. BRIDGE APPROACH DETAILS
49 BRIDGE SUMMARY
2007
2030
2030
19,800
27,900
2,710
70/30
2
35
SECONDARY ARTERIAL
URBAN
LEVEL
PARTIAL
9-12
2-3
4
1 49
6-7
8
Scale: 1"=2,000’
This New Bridge Construction is on Carmel Drive over Keystone Parkway
Located Approximately 0.61 Miles South of East 126th Street in
Section 31, T-18-N, R-4-E, Clay Township, Hamilton County, Indiana.
Colleg
e
A
ve
E 106th St
E 116th St
E 126th St
E Main St
N
Guilfo
rd
Roa
d
S
Gu
ilfo
r
d
R
o
a
d
S
R
a
n
g
e
lin
e
Ro
a
d
Carmel Creek
Cool CreekHot Lick Creek
La
k
e
Wo
o
d
la
n
d
Little Cool Creek
1
36
31
32
5
6
25
30 29
Mo
n
o
n
Tra
il
Mo
n
o
n
Tr
a
il
Carmel Dr.
Keys
t
o
n
e
P
a
rkwa
y
Ke
y
s
t
o
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e
P
a
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kwa
y
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256-3957
TEL 317.547.5580 FAX 317.543.0270
www.structurepoint.com
afishburn 12:36:04 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.BTS.01.dgn
No.
STATE OF
INDIANA
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
49
HDP
STA. 488+50.00 to 491+00.00
STA. 500+59.35 to 509+18.19
STA. 500+50.00 to 500+59.35
STA. 491+00.00 to 500+50.00
STA. 509+25.00 to 519+25.00
STA. 509+18.19 to 509+25.00
Sta. 482+55.00 to Sta. 486+90.00 Line "E"
Sta. 486+90.00 to Sta. 487+20.00 Line "E"
Sta. 476+55.00 to Sta. 482+55.00 Line "E"
Sta. 486+90.00 to Sta. 488+50.00 Line "E"
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
STA. 519+25.00 to 522+50.00
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
TYPICAL CROSS SECTION 2
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
2/12/09
2’-0"
ShoulderTravel Lane
Existing Pavement
2%
Subgrade Treatment, Type I
Sawcut
4%
R K2
Line "E "
Varies from 7’-6" at 476+55.00 to 10’-0" at 477+75.00
Varies from 12’-0" at 481+75.00 to 16’-0" at 483+75.00
Varies from 0’-0" at 476+55.00 to 12’-0" at 477+75.00
12’-0"
Travel Lane
12’-0"
Travel Lane
25’-6"
Median
R
12’-0"
Travel Lane
10’-0"
Shoulder
12’-0"
Travel Lane
2’-0"
2’-0"
10’-0"
Median
Profile Grade
Line "E"
U
18 K J
26
2%2%2%4%
69
2%
2’-0"
12’-0"
Travel Lane
10’-0"
Shoulder
12’-0"
Travel Lane
10’-0"
Median
Profile Grade
Line "E"
U
18 K J
26
2%2%2%4%
2%
2’-0"
12’-0"
Travel Lane
10’-0"
Shoulder
12’-0"
Travel Lane
2’-0"
2’-0"
10’-0"
Median
Profile Grade
Line "E"
18 K J
26
2%2%2%4%
69
2%
6" Compacted Aggregate No. 53
8" No. 8 Aggregate
U1
U1
3
Line "E"
2%25
5:1
R2%
Existing Pavement
Sawcut
K22%4%
K2 Sawcut
Varies from 25’-6" at 482+55.00 to 10’-0" at 487+20.00
Varies Varies
Varies
Median
K2
12’-0"
Travel Lane
12’-0"
Travel Lane
Varies
Gore Area
Varies
Travel Lane
10’-0"
Shoulder
4 5
4
5
Line "E"
5:1
25
2%
Subgrade Treatment, Type I
4%
3’-0"
4:1 (max.)
69
2’-0"10’-0"
Profile Grade
Paved Side Ditch, Type "A"
12’-0"
Travel Lane
12’-0"
Travel Lane
Varies
Gore
16’-0"
Travel Lane
5
27’-6"
Varies from 4’-0" at 483+75.00 to 25’-3" at 487+20.00
Varies from 25’-3" at 487+20.00 to 30’-5" at 488+50.00
Varies from 0’-0" at 482+55.00 to 4’-0" at 483+75.00
Varies
Median
4
Subgrade Treatment, Type I
Line "E"
1826
Profile Grade
Varies from 10’-0" at 488+00.00 to 8’-0" at 488+50.00
4%
3’-0"
4:1 (max.)
69
2’-0"
Paved Side Ditch, Type "A"
K2%2%
2%
12’-0"
Travel Lane
12’-0"
Travel Lane
Varies
Gore
16’-0"
Travel Lane
5 6
6
Varies
1 2
1
2
25
25
1
Subgrade Treatment, Type I
K2
K2
K
U
4’-0"
Shoulder
U
2%2%
2%2%
49’-6"
Is 10’-0" from 487+20.00 to 488+00.00
U
20
20
2’-0"
Existing Ground
Existing Ground
2’-0"
Note: Wall Begins @ Sta. 489+00.00
See Sheet 21 for
wall details
Existing Shoulder
4
:1
25
4
:1
25
Note:Wall Begins @ Sta. 486+50
Paved Side Sitch Begins @ 486+50
K2K2
R1K2
Varies
Median
4
Note:Curb Starts @ Sta. 487+20
Existing Pavement
Exist.Exist.
2%
afishburn 12:36:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.TY.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
K
U
1
16
21
17
19
22
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified 70 Moment Slab
6" Underdrain
20 Curb and Gutter, B
15 Concrete Roll Curb
A
R2
K2 2
K1
J
O1
G
R1
R
26 Sodding
69 Retaining Wall
12" PCCP
B Subbase for PCCP
Seeding25
Integral Concrete CurbF3
Variable Depth Compacted
Aggregate Base, No. 53
Concrete Curb, Modified
U1
O2 Coarse Aggregate, No. 8
6" A2000 PVC Pipe
3
F Concrete Sidewalk, 4"
110 #/Syd. HMA Surface, Type "A", on
330#/Syd. HMA Intermediate, Type "A" on
5" Compacted Aggregate Base No. 53
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
350 #/Syd. HMA Intermediate, OG, Type "D" on
550 #/Syd. HMA Base , Type "D"
165 #/Syd. HMA Surface, Type "C" on
275 #/Syd. HMA Intermediate, Type "C" on
385 #/Syd. HMA Base, Type "C" on
250 #/Syd. HMA Intermediate, OG, Type "C" on
330 #/Syd. HMA Base , Type "C" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
385 #/Syd. HMA Base, Type "D" on
550 #/Syd. HMA Base, Type "D" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D", on
495 #/Syd. HMA Base, Type "D" on
10" Compacted Aggregate Base
165 #/Syd HMA Surface Type "D"
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "C"
on 1.5" Surface Milling
Modified 33" Bridge Rail, Type I Integral Concrete Curb, Type B
24
Modified 33" Bridge Rail, Type II
Straight concrete Curb
F1 Decorative Concrete Sidewalk, 4"
F2 Decorative PCCP, 7", Pattern 2
Modified Reinforced Conc. Barrier Wall
Decorative Concrete 4" on 2" Blue Board
49
HDP
STA. 488+00.00 to 491+00.00
STA. 501+53.19 to 509+25.00
STA. 519+25.00 to 522+50.00
STA. 491+00.00 to 500+50.00
STA. 509+86.97 to 519+25.00
STA. 500+50.00 to 501+53.19
STA. 509+25.00 to 509+86.97
STA. 527+85.00 to 528+50.00
STA. 522+50.00 to 527+85.00
STA. 529+70.00 to 536+50.00
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
STA. 528+50.00 to 529+70.00
TYPICAL SECTION-LINE "E" SOUTHBOUND
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
TYPICAL CROSS SECTION 3
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
2/12/09
12’-0"
Travel Lane
10’-0"
Shoulder
12’-0"
Travel Lane
2’-0"
2’-0"
Profile Grade
10’-0"
Median
18
J 4%2%2%2%
69
K 2%
2’-0"
12’-0"
Travel Lane
10’-0"
Shoulder
12’-0"
Travel Lane
2’-0"
Profile Grade
10’-0"
Median
18
J 4%2%2%2%2%
2’-0"
Profile Grade
18
J 4%2%2%2%
69
K 2%
U1
Line "E"
Line "E"
Line "E"
2’-0"10’-0"
Shoulder
2’-0"
12’-0"
Travel Lane
12’-0"
Travel Lane
10’-0"
Median
Profile Grade
18
J 4%2%2%2%K 2%
U1
Line "E"
10’-0"
Shoulder
2’-0"
12’-0"
Travel Lane
12’-0"
Travel Lane
10’-0"
Median
12’-0"
Travel Lane
12’-0"
Travel Lane
10’-0"
Median
Profile Grade
Line "E"
10’-0"
Shoulder
U
26
18
2%2%2%K
K 2%
2’-0"
2%
2’-0"
K2
2:1
Existing Ground
2’-0"
4%
18
18 Varies from 16’-0" at 527+85.00 to 12’-0" at 529+70.00
O1
25
2’-0"3’-5"
12’-0"
Travel Lane
12’-0"
Travel Lane
10’-0"
Median
Profile Grade
Line "E"
UU
K
26
18
2%2%2%K
K 2%
Varies
Gore Area
2’-0"
2%
2’-0"
**K2
Existing Ground
2’-0"
4%
16’-0"
Travel Lane
16
16
17 Varies from 20’-5" at 522+50.00 to 0’-0" at 527+85.00
Varies from 8’-0" at 522+50.00 to 10’-0" at 523+50.00
O1
25
2’-0"3’-5"
Varies
Travel Lane
Varies
Shoulder
17
Line "E"
Existing Ground Existing Shoulder
18
26
2%
10’-0"12’-0"
Travel Lane
12’-0"
Travel Lane
12’-0"
Travel Lane
Existing Shoulder
Width Varies
SawcutExisting Pavement
8" No. 8 Aggregate6" Compacted Aggregate No. 53
6" Compacted Aggregate No. 53 8" No. 8 Aggregate
26
26
26
26
U
U1
U
U1
12’-0"
Travel Lane
12’-0"
Travel Lane
10’-0"
Median
Profile Grade 26
18
2%2%2%K
K 2%
2’-0"
18Varies
Travel Lane
Line "E"
10’-0"
Shoulder
U
2%
2’-0"
K2
3:1
Existing Ground
2’-0"
4%
O1
2’-0"3’-5"
2:
1
2:1 Max
6:1
3:
1
25
Note: Underdrain Ends @ Sta. 526+60.00
* See Spot Elevation Sheet for Gore Grading
Mill 7 1
2" Existing Asphalt
(See Misc. Details)
K
3
3
See Sheet 21 for
wall details
See Sheet 21 for
wall details
Note: 4’ Bottom Ditch Begins @ Sta. 525+95.00 "E"
22’-0" Clear Zone
R
R
Note:Guardrail Ends @ Sta. 529+55.00 "E"
afishburn 12:36:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.TY.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
K
U
1
16
21
17
19
22
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified 70 Moment Slab
6" Underdrain
20 Curb and Gutter, B
15 Concrete Roll Curb
A
R2
K2 2
K1
J
O1
G
R1
R
26 Sodding
69 Retaining Wall
12" PCCP
B Subbase for PCCP
Seeding25
Integral Concrete CurbF3
Variable Depth Compacted
Aggregate Base, No. 53
Concrete Curb, Modified
U1
O2 Coarse Aggregate, No. 8
6" A2000 PVC Pipe
3
F Concrete Sidewalk, 4"
110 #/Syd. HMA Surface, Type "A", on
330#/Syd. HMA Intermediate, Type "A" on
5" Compacted Aggregate Base No. 53
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
350 #/Syd. HMA Intermediate, OG, Type "D" on
550 #/Syd. HMA Base , Type "D"
165 #/Syd. HMA Surface, Type "C" on
275 #/Syd. HMA Intermediate, Type "C" on
385 #/Syd. HMA Base, Type "C" on
250 #/Syd. HMA Intermediate, OG, Type "C" on
330 #/Syd. HMA Base , Type "C" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
385 #/Syd. HMA Base, Type "D" on
550 #/Syd. HMA Base, Type "D" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D", on
495 #/Syd. HMA Base, Type "D" on
10" Compacted Aggregate Base
165 #/Syd HMA Surface Type "D"
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "C"
on 1.5" Surface Milling
Modified 33" Bridge Rail, Type I Integral Concrete Curb, Type B
24
Modified 33" Bridge Rail, Type II
Straight concrete Curb
F1 Decorative Concrete Sidewalk, 4"
F2 Decorative PCCP, 7", Pattern 2
Modified Reinforced Conc. Barrier Wall
Decorative Concrete 4" on 2" Blue Board
49
HDP
STA. 53+30.00 to 54+68.00
TYPICAL SECTION-LINE "S-16-E"
STA. 54+68.00 to 55+40.00
TYPICAL SECTION-LINE "S-16-E"
STA. 52+04.43 to 53+30.00
See Spot Elevations Details for grading
TYPICAL SECTION-LINE "S-16-E"
See Spot Elevations Details for grading
TYPICAL SECTION-LINE "CI-1" & "CI-2"
STA. 20+00.00 to 27+50.69 "CI-1"
STA. 20+00.00 to 27+66.81 "CI-2"
STA. 47+55.60 to 48+26.71
See Spot Elevations Details for grading
TYPICAL SECTION-LINE "S-16-E"
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
TYPICAL CROSS SECTION 4
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
2/12/09
Line "S-16-E"
R2 R2
17 17
26
2’-0"
3:1 2%2%3:1
1’-0"
25
1’-0"
25 F
2%
5’-0"
Sidewalk
2%
26
F
5’-0"
Note: Sidewalk Ends @ Sta. 58+30.00
Note: Curb and Gutter Type III Ends @ Sta. 58+30.00
40 41
ExistingExistingK2
12’-0"
Travel Lane
12’-0"
Travel Lane
4’-0"
40
Width varies from 5’-0" @ Sta. 53+25.00 to 7’-6" @ Sta. 53+80.00
Width varies from 5’-0" @ Sta. 53+25.00 to 3’-10" @ Sta. 53+80.00
41
42
42
Line "S-16-E"
R2 R2
17
26
3:1 2%
1’-0"
25
2%
5’-0"
Sidewalk
5’-0"
ExistingExisting
Note: Curb and Gutter Type III Ends @ Sta. 55+35.29
17
Line "S-16-E"
K1 K1
17 17
19
26
19
Varies
Median
Varies
Median
2’-0"2’-0"
2’-0"2’-0"
******
3:1 2%
U U
2%3:1
1’-0"
25
1’-0"
25 F
2%
5’-0"
Sidewalk
2%
26
F
5’-0"5’-0"
Sidewalk
5’-0"Varies
Travel Lane
Varies
Travel Lane
******Varies
Travel Lane
***
Note: Sidewalk Begins @ Sta. 45+20.00
Varies
Travel Lane
Varies Varies
Sidewalk
8’-0"
Truck Apron
10’-0"
Sidewalk
8’-0"
Truck Apron
Width Varies10’-0"
Sidewalk
Width Varies
K1K1
F1 F11717
16 16
15 26 2%2%15
Varies
Travel Lane
Varies
Travel Lane
Varies
Travel Lane
Varies
Travel Lane
************
3:1 3:12%2%2’-0"2’-0"
2’-0"2’-0"
1’-0"
26
26
1’-0"
26
Subgrade Treatment Type I Subgrade Treatment Type I
*** See Geometric Tie Up Sheet for actual dimensions
F2
F2
Variable Depth Compacted Aggregate Base Variable Depth Compacted Aggregate Base
25
Median Varies ***
Match Existing Width
43 Width varies from 7’-0" Rt. @ Sta. 53+25.00 to 1’-0" Lt. @ Sta. 54+25.00
F
Width varies from 16’-0" @ Sta. 53+25.00 to 22’-10" @ Sta. 54+25.00
43Varies
Gore Area
1’-0"
Line "S-16-E"
K1 K117
171919
Varies
Median
Varies
Median
2’-0"2’-0"
2’-0"2’-0"
******
3:1 2%
U U
2%3:1
1’-0"
25
1’-0"
25 F
2%
5’-0"
Sidewalk
F
6’-0"
Sidewalk
5’-0"Varies
Travel Lane
Varies
Travel Lane
******
Note: Sidewalk Begins @ Sta. 45+20.00
Varies
Travel Lane
Varies
Travel Lane
******
26
Varies Varies Varies
Varies Varies Varies
Varies Varies
*** See Geometric Tie Up Sheet for actual dimensions
*** See Geometric Tie Up Sheet for actual dimensions
Profile Grade
Profile Grade
Profile Grade
Profile Grade
Profile Grade
Profile Grade
afishburn 12:36:19 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.TY.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
K
U
1
16
21
17
19
22
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified 70 Moment Slab
6" Underdrain
20 Curb and Gutter, B
15 Concrete Roll Curb
A
R2
K2 2
K1
J
O1
G
R1
R
26 Sodding
69 Retaining Wall
12" PCCP
B Subbase for PCCP
Seeding25
Integral Concrete CurbF3
Variable Depth Compacted
Aggregate Base, No. 53
Concrete Curb, Modified
U1
O2 Coarse Aggregate, No. 8
6" A2000 PVC Pipe
3
F Concrete Sidewalk, 4"
110 #/Syd. HMA Surface, Type "A", on
330#/Syd. HMA Intermediate, Type "A" on
5" Compacted Aggregate Base No. 53
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
350 #/Syd. HMA Intermediate, OG, Type "D" on
550 #/Syd. HMA Base , Type "D"
165 #/Syd. HMA Surface, Type "C" on
275 #/Syd. HMA Intermediate, Type "C" on
385 #/Syd. HMA Base, Type "C" on
250 #/Syd. HMA Intermediate, OG, Type "C" on
330 #/Syd. HMA Base , Type "C" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D" on
275 #/Syd. HMA Intermediate, Type "D" on
385 #/Syd. HMA Base, Type "D" on
385 #/Syd. HMA Base, Type "D" on
550 #/Syd. HMA Base, Type "D" on
Subgrade Treatment, Type I
165 #/Syd. HMA Surface, Type "D", on
495 #/Syd. HMA Base, Type "D" on
10" Compacted Aggregate Base
165 #/Syd HMA Surface Type "D"
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level
on 1.5" Surface Milling
165 #/Syd HMA Surface Type "C"
on 1.5" Surface Milling
Modified 33" Bridge Rail, Type I Integral Concrete Curb, Type B
24
Modified 33" Bridge Rail, Type II
Straight concrete Curb
F1 Decorative Concrete Sidewalk, 4"
F2 Decorative PCCP, 7", Pattern 2
Modified Reinforced Conc. Barrier Wall
Decorative Concrete 4" on 2" Blue Board
NOTES:
EXISTING STRUCTURE
(NONE)
TELEPHONE
UTILITIES
ELECTRIC
CABLE TV
GAS
WATER & SEWER
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
+00 +00 +00 +00 +00
+00+00+00+00+00
KEYSTONE PARKWAY
N.B.L.
KEYSTONE PARKWAY
S.B.L.
Carmel Drive E.B.L.
Carmel Drive W.B.L.
800
810
820
830
840
850
800
810
820
830
840
850
P.O.T. Sta. 31+01.42 "CAR-BR-CL"
P.O.T. Sta. 514+99.51 "E"
RMC BMP
AS NOTED
AS NOTED
CONTINUOUS COMPOSITE
CARMEL DRIVE OVER KEYSTONE PARKWAY
St. Peter’s United Church
Of Christ Carmel, INC.
Waterford Of Carmel Homeowner’s
Association INC.
Roif, LLC
Mcdonald’s Corporation
P.O.T. 30+00.00 "CAR-BR-CL" =
O.P.O.T. 48+99.60 "S-16-E", 17.74 Rt.
P.O.T. 32+35.09 "CAR-BR-CL" =
O.P.O.T. 51+31.83 "S-16-E", 18.82 Lt.
MSP MSP
29 30 31 32 33
29 30 31 32 33
WV
T
T
10" VCP (San)
10" VCP (San)
TOWN OF CARMEL
, INDIANA
DEED BOOK
262, PAGE 285
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION
INC
.
VS
VCS
SITUATION PLAN
SCALE: 1" = 30’-0", CONTOUR INTERVAL 1’-0"
SCALES: 1" = 30’-0" HORIZONTAL, 1" = 10’-0" VERTICAL
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
LAYOUT
07-08C
CITY OF CARMEL
5 49
2/06/2009
P.V.I. STA. 31+00.00
P.V.I. ELEV. 831.97
180.00’ V.C.
-2.00 %2.00 %
8
2
7
.
3
8
2
8
.
3
8
2
8
.
7
8
2
8
.
4
8
2
7
.
4
For R/W Information, see Road Plans.
For Alignment References and
Topo References, See Road Plans.
For Additional Alignment Data, see Geometric Tie-In
Details, located in the Road Plans.
City of Carmel Water Utilities
3450 W. 131st Street
Westfield, IN 46074
(317) 733-2855
Fax: (317)733-2053
ATTN: Steve Cook
Clay Twp. Regional Waste District
10701 North College Avenue, Suite A
Indianapolis, IN 46280-1098
(317)844-9200
Fax: (317)844-9203
www.ctrwd.org
ATTN: Shawn Pabst
Veolia Water Indianapolis LLC
1220 Waterway Boulevard
Indianapolis, IN 46202
(317) 264-7715
Fax: (317) 263-6494
ATTN: Dale Koch
AT&T Indiana
Engineering Department
5858 North College Ave.
(317)252-5134
ATTN: Greg Cammack
Bright House
3030 Roosevelt Avenue
Indianapolis, IN
(317) 339-9075
ATTN: Joe Evans
Vectren
16000 Allisonville Road
P.O. BOX 1700
Noblesville, IN 46061
(317) 776-5534
ATTN: Don Perdue
Duke Energy
16475 Southpark Drive
Westfield, IN 46074
(317) 896-6711
ATTN: Cindy Rowland
Indianapolis Power and Light Co.
Morris Street Service Center
1230 W. Morris Street
Indianapolis, IN 46221-1744
Office: (317) 261-5203
Fax: (317) 630-5625
www.IPLpower.com
Attn: Bob Stephens
R/
W
R/W
R/
W
Constr. Limits
Constr. Limits
Line "S-16-E"
Line "CAR-BR-CL"
Line "E"
2 SPANS @ 51’-3"SKEW: 1435’00" Rt.CLEAR ROADWAY: VARIES
B.M. No.21 - Chiseled "X" on West Most Bolt of an Traffic Signal
Support on S.E. Corner of Carmel Dr. & Keystone
Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
B.M. No.22 - Chiseled "X" on North Bolt of Fire Hydrant Top Flange
@ N.W. Corner of East Carmel Dr. & Horseshoe Lane
Sta. 516+31.31 "E", 881.68’ Rt., Elev. 819.67
B.M. No.23 - Chiseled "X" on S.W. Bolt of Fire Hydrant Top Flange,
Approx. 500’ West of Keystone Ave. on North Side of Carmel Drive
Sta. 514+73.75 "E", 800.33’ Lt., Elev. 834.07
Constr. Limits
WV
825
825
825
825
825
825
830
12" RCP
12" RCP
3
6
" CMP
D
10
" VCP (Sa
n)
10
" VCP
(S
a
n
S
S
(Gra
s
s
)
(Gra
s
s
)
(Gra
s
s
)
(Bit. Mat.)
Median (Conc.)
(Grass)
(Bit. Mat.)
(C-Stn.)
(Gra
s
s
)
(Gra
s
s
)
(Gra
s
s
)
(Gra
s
s
)
(Bit. Mat.)
Median (Conc.)
(Grass)
(Bit. Mat.)
(C-Stn.)
(Gra
s
s
)
RT
RT
RT
RT
RT
afishburn 12:36:36 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.LAY.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
1:4
1’-6"B Borrow
(Est. Qty.= 38 Cys.)
Approximate Existing Ground
Profile Grade
Ve
r
t
.
C
lr
.
1
5
’-
3
"
M
in
.
V
e
r
t
.
C
lr
.
Structure Backfill Type 3
(See MSE Wall Plans
For Quantities)
Structure Backfill Type 3
(See MSE Wall Plans
For Quantities)
1:4
1’-6"
Structure Limits
+
4
9
.14
+
5
3
.7
0
Dry Excavation
(Est. Qty.= 112 Cys.)
Aggregate For End Bent Backfill (Est. Qty. = 124 Cys.)
Over Geotextiles (Est. Qty. = 268 Sys.)Aggregate For End Bent Backfill (Est. Qty. = 97 Cys.)
Over Geotextiles (Est. Qty. = 216 Sys.)
8
3
0
.
7
9
8
2
9
.
9
7
8
3
0
.
7
9
8
3
1
.0
7
8
2
9
.
9
7
GENERAL NOTES
DESIGN DATA
Keystone Pkwy.
S.B.L.
Keystone Pkwy.
N.B.L.
ELEVATION
Structure To Be Built To A 180’ Vertical Curve
KEYSTONE P
ARKWAY
N.B.L.
A
A
Carmel Drive W.B.L.
Carmel Drive E.B.L.
KEYSTONE PARKWAY
S.B.L.
PLAN
30+00 32+0031+00
RMC BNM
GENERAL PLAN
1" = 20’-0"
CONTINUOUS COMPOSITE
CARMEL DRIVE OVER KEYSTONE PARKWAY
MSP MSP
P.T. 514+44.63 "E"
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
6 49
2/06/2009
CARMEL DRIVE
IntegralIntegral
Bent No.1 Bent No.3Pier No.2
Span A Span B
Bridge Railing
Existing Ground
O
.
-
O
.
C
o
p
in
g
V
a
r
ie
s
16’-0" R.C.
Br. Appr.
16
’-0
" R
.C
.Br. A
ppr.
16’-0" R.C.
Br. Appr.V
a
r
ie
s
C
le
a
r
R
o
a
d
w
a
y
V
a
r
ie
s
V
a
r
ie
s
Va
r
ie
s
V
a
r
ie
s
C
le
a
r
R
o
a
d
w
a
y
Va
r
ie
s
Line "E"
16’-
0" R.
C.Br.
A
ppr.
1’-038"
104’-63
4"
1’-038"
Line "CAR-BR-CL"
P.O.T. 31+01.42 "CAR-BR-CL"
=P.O.T. 514+99.51 "E"
Superstructure and substructure designed for HL-93 loading
in accordance with the AASHTO LRFD Bridge Design
Specifications, Fourth Edition, 2007.
Substructure foundation designed for HS-25 loading in
accordance with the AASHTO Standard Specifications For
Highway Bridges, Seventeenth Edition, 2002.
LIVE LOAD :
of floor slabs, 3" in the footings except the bottom steel which shall be 4",
and 2" in all other parts, unless noted.
Actual weight plus 35 Lbs./Sft. for future wearing surface
and 15 Lbs./Sft. for permanent metal deck forms.
Designed with the AASHTO Strip Method
Reinforcing Steel, Fy = 60,000 psi
Concrete Class B, f’c = 3,000 psi
Concrete Class A, f’c = 3,500 psi
Concrete Class C, f’c = 4,000 psi
UNIT STRESSES :
FLOOR SLAB :
DEAD LOAD :
1’-4"
1’-
4
"
Min. Vert. Clr.
Min. Vert. Clr.
Ve
r
t
.
C
lr.
Semi-
Fixed
15
’-
3
"
M
in
.
V
e
r
t
.
C
lr
.
Line "S-16-E"
Notes:
For Additional Alignment Data, see Geometric Tie-In
Details, located in the Road Plans.
2 SPANS @ 51’-3"SKEW: 1435’00" Rt.CLEAR ROADWAY: VARIES
Sta. 30+50.17 "CAR-BR-CL"
P.G. El. 830.79
Sta. 31+52.67 "CAR-BR-CL"
P.G. El. 830.76
Sta. 31+01.42 "CAR-BR-CL"
P.G. El. 831.07
Bott.Footing
El.805.39
HP12x74 Steel "H" Piles
Driven To 235 Tons Per Pile
Ultimate Bearing
HP12x74 Steel "H" Piles
Driven To 180 Tons Per Pile
Ultimate Bearing
HP12x74 Steel "H" Piles
Driven To 235 Tons Per Pile
Ultimate Bearing
R. 19
,098.59’
Line "E"
Sidewalk was considered as additional Structure Depth for the
Slab Overhang Design.
afishburn 9:13:07 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.GPL.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
3/16" = 1’-0", U.N.
RMC BNM
GENERAL PLAN
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
7 49
2/06/2009
CONTINUOUS COMPOSITE
CARMEL DRIVE OVER KEYSTONE PARKWAY
2 SPANS @ 51’-3"SKEW: 1435’00" Rt.CLEAR ROADWAY: VARIES
1’-2"2" Coping
8
"
1
’-
6
"4
’-
3
"
Roughened Constr.
Joint (Typ.)
Profile
Grade
1
’-
9
"
6
’-
0
"
Slope 2.0%
Slope
2.0%Slope Varies
Slope
Varies
Conduit *
SECTION A-A EASTBOUND
SECTION A-A WESTBOUND
Clear Roadway VariesVaries
Varies
1’-4"
2
’-
9
"
4
’-
6
"1
’-
9
"
Slope Varies
2.0% Max.
Line "CAR-BR-CL"
8
"
C
la
s
s
"C
"
C
o
n
c
r
e
t
e
S
la
b
Slope Varies
6"
(Typ.)
Profile
Grade
Slope 2.0%
Slope
2.0%Slope
Varies
Ø" Half-Round
Drip Bead (Typ.)
Line "CAR-BR-CL"
Varies
8
"
C
la
s
s
"C
"
C
o
n
c
r
e
t
e
S
la
b
2" PVC Conduit
6
’-
0
"
1’-
9
"
4
’-
3
"
1
’-
6
"
8
"
1’-
9
"
2
’-
9
"
4
’-
6
"
1’-4"
2" Coping 1’-2"
4’-6"
7 Spa. @ 9’-0" = 63’-0"
Beam Spa. Varies
See Framing Plan
O.-O. Coping Varies
Varies
Beam Spa. Varies
See Framing Plan
5 Spa. @ 9’-0" = 45’-0"
4’-6"
Varies
O.-O. Coping Varies
6
"
C
u
r
b
6
"
C
u
r
b
Varies
Varies
Multi-Use Path
Varies
Varies
Clear Roadway Varies
Varies
Varies
Multi-Use Path
Varies
Slope Varies
2.0% Max.
NOTES :
* Indicates Quantity Included In The Road Plans.
afishburn 9:13:11 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.GPL.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
BRIDGE TIE-UP DIAGRAM
1" = 25’-0"
RMC
MSP
ALF
P.O.T. 49+50.14 "S-16-E"
P.O.T. 515+80.24 "E" =
O.P.O.T. 31+21.77 "CAR-BR-CL", 78.12’ Lt.
P.O.T. 31+52.67 "CAR-BR-CL"
P.O.T. 32+35.09 "CAR-BR-CL" =
O.P.O.T. 51+31.83 "S-16-E", 18.82’ Lt.
P.O.T. 50+49.82 "S-16-E"
P.O.C. 514+14.92 "E" =
O.P.O.T. 30+80.12 "CAR-BR-CL", 81.86’ Rt.
P.T. 514+44.63 "E"
P.O.T. 30+50.17 "CAR-BR-CL"
P.O.T. 30+00.00 "CAR-BR-CL" =
O.P.O.T. 48+99.60 "S-16-E", 17.74’ Rt.
P.O.T. 49+99.98 "S-16-E" =
P.O.T. 515+01.48 "E"
P.O.T. 31+01.42 "CAR-BR-CL" =
P.O.T. 514+99.51 "E"
P.O.T. 31+14.05 "CAR-BR-CL" =
P.O.T. 50+12.27 "S-16-E"
30+00
5
14
+
0
0
49+00
CENTER POINT SOUTH COPING
O.P.O.T. 30+83.36 "CAR-BR-CL", 221.82’ Rt.=
O.P.O.C. 512+79.97 "E", 37.72’ Rt.
CENTER POINT NORTH COPING
O.P.O.T. 31+56.65 "CAR-BR-CL", 203.35’ Lt.=
O.P.O.T. 517+10.22 "E", 2.20’ Rt.
RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
8 49
2/06/2009
North Coping Line
Radius = 130.00’
South Coping Line
Radius = 140.00’
Line "S-16-E"
Line "CAR-BR-CL"
Line
"E"
R. 19
,0
9
8
.5
9
’
afishburn 9:13:16 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.TIE.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 1 DETAILS
RMC
MSP
ALF
NOTES:
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
9 49
2/06/2009
B
B
A
A
PARTIAL ELEVATION (E.B.L.)
4’-6"
9’-0"9’-0"9’-0"9’-0"9’-0"9’-0"9’-0"
6"
=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"
4 Spa.
@ 6"
9 Spa. @ 1’-0" Max. = 8’-9"
4 Spa.
@ 6"
9 Spa. @ 1’-0" Max. = 8’-9"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
4 Spa. @
1’-0" Max.
2"x10" Keyway
Constr. Joint (Typ.)
Varies Varies
Line "CAR-BR-CL"
(Typ.) 20- Req’d.
1
’-
9
"3
’-
6
"1
’-
9
"
1’-6"1’-6"
6"
3"3 Spa. @
1’-0"=3’-0"
Spa. 601b (Typ.)
91- 601b
114- 401b
(Spa. W/601b)
3- #4x36’-6"
3- #4x36’-6"
3-#4x27’-9"3’- #4x13’-0"
EL. 826.48
EL. 826.27EL. 826.06EL. 825.85EL. 825.64EL. 825.43EL. 825.22EL. 825.00EL. 824.75Bridge Seat
EL. 824.46
3- #4x9’-6"
15- 401b
(Spa. @ 5’-0" Max.)
8- 402b
(Spa. @ 5’-0" Max.)
36- 401b
48- 402b 36- 403b
9- 404b
Work Point
3’-9"
2’-3"6"3 Eq. Spa.3’-0"
8 Spa. @ 1’-0" Max. = 7’-9"
3’-0"
8 Spa. @ 1’-0" Max. = 7’-9"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
7 Spa. @ 1’-0" Max.
= 6’-3"
3’-0"
3 Eq. Spa.Spa. #6 F.F.
82- #6x4’-3"
98 Spa. @ 1’-0" Max. = 97’-412"
(99- 602b R.F.)
PARTIAL PLAN (E.B.L.)
Min. Lap
#4
#7 4’-0"
2’-0"
Line "CAR-BR-CL"12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
30+50.17 "CAR-BR-CL"
1
2"2’-0"
(Typ.)
2’-0"
(Typ.)
Bottom Cap
El. 821.46
1
X
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
3"
101’-712"
For Bearing Assembly
Details, see Sheet No. 12
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For Sections A-A, B-B and additional details, see Sheet No. 12.
-Indicates Pour Number.
Hatched area to be poured with Superstructure.
2 Spa. @ 10’-9" = 21’-6"7 Spa. @ 9’-3" (-) = 65’-1 18"4’-734"
afishburn 9:13:25 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 1 DETAILS
RMC
MSP
ALF
MSP
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
10 49
2/06/2009
PARTIAL ELEVATION (W.B.L.)
Line "CAR-BR-CL"
3"
9’-23
4"
108’-41
2"
6"
(Typ.) 20- Req’d.
2"x10" Keyway
Constr. Joint (Typ.)
4’-6"
9’-0"9’-0"9’-0"9’-0"9’-0"VariesVariesVariesVaries
=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"=2’-0"
8 Spa. @ 1’-0" Max.4 Spa.
@ 6"
10 Spa. @ 1’-0" = 10’-0"
4 Spa.
@ 6"
10 Spa. @ 1’-0" = 10’-0"
4 Spa.
@ 6"
10 Spa. @ 1’-0" = 10’-0"
4 Spa.
@ 6"
10 Spa. @ 1’-0" = 10’-0"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa.
@ 6"
4 Spa. @
1’-0" Max.
1
’-
9
"3
’-
6
"1’-
9
"
4 Spa. @ 12’-0" = 48’-0"5 Spa. @ 9’-3"(-) = 46’-6"4’-73
4"
3- #4x36’-6"
3- #4x36’-6"
3- #4x27’-9"
EL. 824.83EL. 825.09EL. 825.30EL. 825.51EL. 825.72EL. 825.88EL. 826.04EL. 826.19EL. 826.35
EL. 826.51
3- #4x12’-0"
3"
6"
1’-6"3 Spa. @
1’-0"=3’-0"
1’-6"
Spa. 601b (Typ.)
97- 601b
121- 401b
(Spa. W/601b)
19- 401b
(Spa. @ 5’-0" Max.)
8- 402b
(Spa. @ 5’-0" Max.)
PARTIAL PLAN (W.B.L.)
Work Point
Line "CAR-BR-CL"
Min. Lap
#4
#7 4’-0"
2’-0"
66- 402b36- 403b9- 404b
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
3’-10"
6"1’-6"
3 Eq.3’-0"
9 Spa. @ 1’-0" = 9’-0"
3’-0"
9 Spa. @ 1’-0" = 9’-0"
3’-0"
9 Spa. @ 1’-0" = 9’-0"
3’-0"
9 Spa. @ 1’-0" = 9’-0"
3’-0"
7 Spa. @ 1’-0"
= 6’-3"
3’-0"
7 Spa. @ 1’-0"
= 6’-3"
3’-0"
7 Spa. @ 1’-0"
= 6’-3"
3’-0"
7 Spa. @ 1’-0"
= 6’-3"
3’-0"
7 Spa. @ 1’-0"
= 6’-3"
3’-0"
3 Eq. Spa.
105 Spa. @ 1’-0" Max. = 104’-012"
(106- 602b, R.F.)
Spa. #6 F.F.
88- #6x4’-3"
30+50.17 "CAR-BR-CL"
12"
Bottom Cap
El. 821.46
2’-0"
(Typ.)
2’-0"
(Typ.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
For Bearing Assembly
Details, see Sheet No. 12
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
X
2
22- 401b
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For additional details, see Sheet No. 12.
-Indicates Pour Number.
Hatched area to be poured with Superstructure.
A
A
B
B
afishburn 9:13:31 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 1 DETAILS
RMC
MSP
ALF
NOTES:
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
11 49
2/06/2009
Line "CAR-BR-CL"
1
’-
9
"3
’-
6
"1
’-
9
"
Work Point
PARTIAL PLAN (E.B.L.)
Line "CAR-BR-CL"
Work Point
PARTIAL PLAN (W.B.L.)
1
’-
9
"
3
’-
6
"
1
’-
9
"
101’-71
2"
108’-41
2"
Bent Piles
3
"
3
"
Bent Piles
3’-41
2"
11 Spa. @ 9’-0" = 99’-0"
(12- Bent Piles)
6’-0"
6’-0"
10 Spa. @ 9’-0" = 90’-0"
(11- Bent Piles)
5’-71
2"
HP 12x74
Bent Pile (Typ.)
12"
30+50.17 "CAR-BR-CL"
30+50.17 "CAR-BR-CL"
HP 12x74
Bent Pile (Typ.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
3"x12"x1’-0" Keyway Constr.
Joint Optional
23- HP 12x74 Steel "H" Piles.
For Retaining Wall Details, see Road Plans.
Wall Pile (Typ.)
Wall Pile (Typ.)
afishburn 9:13:36 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
ALF
END BENT NO.1 DETAILS
RMC
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
12 49
2/06/2009
BENT NO.1
BILL OF MATERIALS
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
4
’-
3
"
2
’-
6
"
3’-2"
1’-0"1’-0"
B
A
401b
402b
3’-2"
403b
Mark
1’-3"
1’-9"
A B
5’-8"
4’-6"
6’-8"
Length
8"
Bearing Assembly
Bridge Seat
Pile and
Bearing
SIDE VIEW END VIEW
PLAN ELEVATION
BEARING ASSEMBLY DETAILS
Bridge Seat
Bearing Assembly
S3x7.5
S3x7.5
Bearing
Prepare Ends for Full
Penetration Weld
(Weld in Shop)(Typ.)
#8 Reinf. Bars or x
8" Auto Welded Anchor
Studs (Headed) May Be
Used. (No Paint)
Bar 2"x1"
(No Paint)
Setting Tolerance of Anchor PLates, Level With
NOTE:
Scale: 1" = 1’-0"
Type Prestressed
Concrete m
Type Prestressed
Concrete m
2"
1"1"
3
"
1
"
1’-6"
4
12
"
4
1
2
"3
"
3
"
2"2"2"2"
3"1’-0"3"
1’-6"
1
"
1
’-
0
"
SECTION A-A
9"
1
’-
2
"
Geotextiles
4
1
Constr. Joint
401b
602b
602b
HP 12X74 Steel "H" Piles
Constr. Joint
1
4
Geotextiles
1’-6"
1’-6"
601b
401b
601b
#6
403b (In Step)
#7
#4 (In Step)
F.F.R.F.
F.F.R.F.
9"1’-0"
1’-
2
"
V
a
r
ie
s
Va
rie
s
3
’-
0
"
M
in
.1
’-
1
"
1
’-
3
"
4
"
1
’-
6
"
M
in
.
Em
b
e
d
m
e
n
t
1’-9"
3’-6"
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
1’-0"
V
a
r
ie
s
(
S
t
e
p
)
Va
r
ie
s
1
’-
6
"
M
in
.
E
m
b
e
d
m
e
n
t
2
’-
5
"
M
in
.
L
a
p
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
4
"
1’-9"
3’-6"
1’-9"
3’-6"
1’-9"
3’-6"
#7 (Typ.)
Anchor Plate
1
SECTION B-B
402b (In Step)
2" Cl.
(Typ.)
V
a
r
ie
s
V
a
r
ie
s
#4 (In Step)
NOTES:
602b x 4’-11"
6"
1’-9"
2
’-
0
"
M
in
.
1’-9"
Bearing, Bent
& Bent Piles
Bearing, Bent
& Bent Piles
1
’-
3
"
3
’-
0
"
M
in
.
6
12
"
6
12
"
404b (In Step)
V
a
r
ie
s
#4 (In Step)
404b 2’-6"8’-2"
3’-2"
3’-2"
3’-2"
601b x 10’-2"
2"x10" Keyway
Constr. Joint
Between Beams
1" Expanded Polystyrene Wrap Around
Flanges and Web of Wall Piles (Typ.)
Aggregate for
End Bent Backfill
Aggregate for
End Bent Backfill
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For location of Sections A-A & B-B, see Sheets No. 9 & 10.
Hatched area to be poured with Superstructure.
#7 72 38’-3"
Total No. 7 5630
601b 188 10’-2"
602b 205 4’-11"
#6 170 4’-3"
Total No. 6 5470
401b 327 4’-6"
402b 130 5’-8"
403b 72 6’-8"
404b 18 8’-2"
#4 12 36’-6"
#4 6 27’-9"
#4 3 13’-0"
#4 3 12’-0"
#4 3 9’-6"
Total No. 4 2367
Total Epoxy Coated Reinforcing Steel 13467
Concrete
Class "C" in Superstructure
Pour No. 1 51.6 Cys.
Pour No. 2 58.3 Cys.
Total Class "C" in Superstructure 109.9 Cys.
Miscellaneous
Surface Seal 840 Sft.
23-Piles, Steel, "H", HP12x74
x 90’-0" Approximate 2070 Lft.
Driving Tips, Steel "H"23 Each
Anchor Plate MK - AP1 40 Each
afishburn 9:13:50 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SECTION B-B
Min. Lap
SECTION A-A
PARTIAL ELEVATION
PARTIAL CAP PLAN
NOTES:
RMC
MSP MSP
AJE
PIER NO. 2 DETAILS
NOTE:
A
A
BB
B
CC
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
13 49
2/06/2009
603c
402c
Bridge Seat 403c
#8 (Typ.)
#9 (Typ.)
#5 (Typ.)
#10 (Typ.)
3"x14" Keyway
Constr. Jt.
#4 (Typ.)
Type "A" Constr. Jt.
3’-9"
#6 2’-11"
#5 2’-5"
#8 5’-2"
#9 6’-6"
8’-3"#10
#4 (Typ.)
601c (Typ.)
3"x10" Keyway
Constr. Jt.
Optional Type "A"
Constr. Jt.
A
B
6 Spa. @ 9" Max. = 4’-6" (#6 Bars)
6 Spa. @ 10" Max. = 4"-6" (401c Bars)
11 Spa. @ 9" Max. = 7’-9" (#6 Bars)
10 Spa @ 10" Max. = 7’-9" (401c Bars)
401c (Typ.)
Type "A"
Constr. Jt.
#6 (Typ.)
Hatched areas indicate limits of
3" Expanded Polystyrene.
Cross-Hatched areas indicate limits of
" Expanded Polystyrene.
HP 12x74 Steel "H"
Pile (Typ.)
Bridge Seat
Va
r
ie
s
V
a
r
ie
s
Elastomeric Bearing
Pad (Typ.)(20 Req’d.)
3"x14" Keyway
Constr. Jt. (Typ.)
6" = 4’-6
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 1’-0 Max.
=4’-6"
@ 1’-0 Max.
=4’-6"
=7’-3 5
8"=7’-3 5
8"=7’-3 5
8"=7’-3 5
8"=7’-3 5
8"
62-403c 36-404c 11-405c
403c-405c Spacing
Bott. Cap
El. 821.64
Bott. Footing
El. 805.39
Top Of Crashwall
El. 813.39
21- #8 x 30’-9"
(3 Ea. Line, 7 Lines)
21- #9 x 31’-6"
(3 Ea. Line, 7 Lines)
1-1004c
4- #4 x 25’-0"
(1 Ea. Line, 4 Lines)
4- #4 x 28’-0"
(1 Ea. Line, 4 Lines)
#4 (Typ.)3"x10" Keyway
Constr. Jt. (Typ.)
601c (Typ.)HP 12x74 Steel "H"
Pile (Typ.)
12- #5 x 28’-9"
(3 Ea. Line, 4 Lines)
4-#6 x 6’-3"4-#6 x 6’-3"
1-1004c 1-1004c2-1004c3-1005c
Sta. 31+01.42
Line "CAR-BR-CL"
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
1001c, 1002c, 1004c,
1005c, or 1006c (Typ.)
All Pier Stem Steel Shown for West Face of Pier Only,
East Face of Pier Same by Opposite Hand.
13-403c
(Spa. @ 5’-0" Max.)
403c, 404c, or 405c
@ 1’-0 Max.
=4’-6"
@ 1’-0 Max.
=4’-6"
@ 1’-0"
=2’-0"
El. 825.46 El. 825.62 El. 825.75 El. 825.88 El. 826.02 El. 826.21 El. 826.40 El. 826.58 El. 826.77 El. 826.95
1-604c
5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"
1-604c
Masonry coat all exposed surfaces of piers. For
masonry coating colors, see Special Provisions.
For reinforcing bar notes, see Standard
E703-BRST-01.
For Footing Plan, see Sheet No. 16.
For bar bending details and Bill Of Materials,
see Sheet No. 16.
Surface seal all exposed surfaces of pier.
For elastomeric bearing pad details, see
Sheet No. 21.
For pier backfill limits, see Standard
E211-BFIL-03.
For Section C-C, see Sheet No. 15 .
3
’-
9
"
1
3
’-
3
"
3
’-
0
"
8
’-
3
"
5
’-
0
"
3
’-
0
"
1’-6"1’-9"1’-9"1’-6"
6’-6"
3’-3"3’-3"
2’-0"2’-6"2’-0"
4"4"6 Eq. Spa.
(Typ. #8 & #9 Spa.)
1’-101
2"
2" Cl.
(Typ.)
2
’-
0
"
M
in
.
E
m
b
e
d
m
e
n
t
1’-101
2"
3’-9"
41
2"
3’-9"
41
2"
3’-0"
V
a
r
ie
s
3
’-
9
"
M
in
.
Varies
(See Sheet No.21)
2" Cl.
(Typ.)
3
"
3
"
B
A
2" Cl.
(Typ.)
5" Cl.
V
a
r
ie
s
2
’-
0
"
M
in
.
E
m
b
e
d
m
e
n
t
3
"
3
"
4
"
C
l.
1
’-
0
"
5
’-
0
"
3
’-
0
"
5
1
2
"
5
1
2
"
9’-0"9’-0"9’-0"9’-0"9’-0"
81’-6"
163’-0"
81’-6"
4’-6"
163’-0"
3
’-
9
"
1
’-
1
0
12
"
1
’-
1
0
12
"
3"9 Spa. @11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"12 Spa. @ 6" = 6’-0"
1" Open Joint
26-603c 11-402c 36-603c 11-402c 36-603c 11-402c 36-603c 11-402c 18-603c
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)6"(Typ.)9"
3"
7-#6 x 29’-3"
3
’-
8
"
3
’-
8
"5’-214"(Typ.)5’-214"(Typ.)25-1006c 25-1006c25-1006c25-1006c
7-#6 x 29’-3"7-#6 x 29’-3"6"(Typ.)
1001c
1001c
1001c
1001c
1002c
3 78"
7
’-
4
"
Varies Varies
Varies Varies
2 Spa. @ 1’-0" Max. = 1’-114"
4 Spa.5 Spa.4 Spa.5 Spa.4 Spa.5 Spa.4 Spa.5 Spa. 4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.4 Spa.
3
’-
9
"
M
in
.
118"
103
4"
2’-41
4"4 Spa. @ 6’-6" = 26’-0"5 Spaces @ 9’-3 5
8" = 46’-6"4’-73
4"2’-0"
2’-0"
(Typ.)
2’-0"
(Typ.)
8
’-
3
"
4- #4 x 7’-3"
(1 Ea. Line, 4 Lines)
3- #6 x 28’-6"
(3 Ea. Line, 1 Line)
3- #6 x 28’-6"
(3 Ea. Line, 1 Line)
afishburn 9:13:54 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.PRD.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PARTIAL ELEVATION
PARTIAL CAP PLAN
NOTES:
RMC
MSP MSP
AJE
PIER NO. 2 DETAILS
NOTE:
C C
NOTES:
A
A
B
BB
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
14 49
2/06/2009
#6 2’-11"
#5 2’-5"
#8 5’-2"
#9 6’-6"
8’-3"#10
Hatched areas indicate limits of
3" Expanded Polystyrene.
Cross-Hatched areas indicate limits of
" Expanded Polystyrene.
Line "CAR-BR-CL"
163’-0"
81’-6"
3
’-
9
"
5
’-
0
"
3
’-
0
"
5
1
2
"
5
1
2
"
Bott. Cap
El. 821.64
Top Of Crashwall
El. 813.39
Bott. Footing
El. 805.39
#4 (Typ.)3"x10" Keyway
Constr. Jt. (Typ.)
601c (Typ.)HP 12x74 Steel "H"
Pile (Typ.)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)
5
-
6
0
2
c
(
1
B
a
r
C
u
t
s
2
)6"(Typ.)6"(Typ.)3"6 Spa. @ 11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"18 Spa. @ 6" = 9’-0"11 Spa. @ 1’-0" = 11’-0"12 Spa. @ 6" = 6’-0"
Masonry coat all exposed surfaces of piers. For
masonry coating colors, see Special Provisions.
For reinforcing bar notes, see Standard
E703-BRST-01.
For Footing Plan, see Sheet No. 16.
For bar bending details and Bill Of Materials,
see Sheet No. 16.
Surface seal all exposed surfaces of pier.
For elastomeric bearing pad details, see
Sheet No. 21.
For pier backfill limits, see Standard
E211-BFIL-03.
For Section A-A, see Sheet No. 13 .
For Section B-B, see Sheet No. 13 .
For Section C-C, see Sheet No. 15 .
9’-0"9’-0"9’-0"9’-0"9’-0"
163’-0"
4’-6"
4-#6 x 6’-3"4-#6 x 6’-3"
25-1006c
7-#6 x 29’-3"
1-1004c
25-1006c 25-1006c 25-1006c
1" Open Joint
3
’-
9
"
1
’-
1
0
12
"
1
’-
1
0
12
"
Va
r
ie
s
V
a
r
ie
s
Elastomeric Bearing
Pad (Typ.)(20 Req’d.)
3"x14" Keyway
Constr. Jt. (Typ.)
Bridge Seat
El. 825.39
26-603c36-603c 11-402c36-603c 11-402c36-603c 11-402c11-402c12-603c
1-1004c 1-1004c 1-1004c
@ 6"
=2’-0"
=7’-3 5
8"=7’-3 5
8"@ 6"
=2’-0"
@ 6"
=2’-0"
=7’-3 5
8"@ 6"
=2’-0"
=7’-3 5
8"@ 6"
=2’-0"
=7’-3 5
8"@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-0"
@ 6"
=2’-6"
@ 6"
=3’-0"
1’-0 Max.
= 3’-9"
1’-0 Max.
= 3’-3"
403c-406c Spacing
3"
9"5’-214"(Typ.)5’-214"(Typ.)21- #8 x 30’-9"
(3 Ea. Line, 7 Lines)
12- #5 x 28’-9"
(3 Ea. Line, 4 Lines)
21- #9 x 31’-6"
(3 Ea. Line, 7 Lines)4- #4 x 19’-0"
(1 Ea. Line, 4 Lines)
4- #4 x 23’-3"
(1 Ea. Line, 4 Lines)
7-#6 x 29’-3"7-#6 x 29’-3"
31-405c 31-403c
Sta. 31+01.42
Line "CAR-BR-CL"
2-1005c
8-1002c
(1 Cuts 2)
(8 Lt.,8 Rt.)
1002c
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
1001c
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
1001c
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
1001c
7-1001c
(1 Cuts 2)
(7 Lt.,7 Rt.)
All Pier Stem Steel Shown for West Face of Pier Only,
East Face of Pier to be Same by Opposite Hand.
13-403c
(Spa. @ 5’-0" Max.)
574-401c
(7 Lines, 82 Ea. Line)
(In Crashwall)
(Alternate Hooks Ea. Row)
528-401c
(11 Lines, 6 Ea. Line)
(Typ. Spa. Between Holes, 8 Spa.)
(Alternate Hooks Ea. Row)
2’-734"7 Spaces @ 9’-3 5
8" = 65’-118"2 Spaces @ 5’-9" = 11’-6"2’-3"
2’-0"81’-6"
9’-0"9’-0"
48-404c
103
4"
118"
6" = 3’-0"
VariesVaries
El. 826.95
El. 826.77 El. 826.59 El. 826.41 El. 826.22 El. 826.04 El. 825.85 El. 825.66 El. 825.53
3
’-
8
"
3
’-
8
"
7
’-
4
"
5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"5-#6 x 7’-6"
1-604c
1-604c
3 7
8"
4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.8 Spa. @ 1’-0 Max.4 Spa.4 Spa. @ 5 Spa.4 Spa. @ 6 Spa.
=7’-3 5
8"=7’-3 5
8"
2’-0"
(Typ.)
2’-0"
(Typ.)
8
’-
3
"
3- #6 x 28’-6"
(3 Ea. Line, 1 Line)
3- #6 x 28’-6"
(3 Ea. Line, 1 Line)
afishburn 9:13:58 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.PRD.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
RMC
MSP MSP
AJE
PIER NO. 2 DETAILS
PARTIAL SECTION C-C
PARTIAL SECTION C-C
Min. Lap
NOTE:
NOTE:
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
15 49
2/06/2009
6"6"6"6"3"
6"6"6"6"6"6"6"6"
6"
6"
2 Eq. Spaces @ 6" Max. = 101
4"
4 Eq. Spaces @ 6" Max. = 1’-71
2"
7 Eq. Spaces @ 6" Max. = 3’-211
16"
7 Eq. Spaces @ 6" Max. = 3’-211
16"
81’-6"
#6 2’-11"
Va
rie
s
(
2
’-
6
"
Min
.,
3
’-
0
"
M
a
x
.
)
Va
r
ie
s
(
2
’-
6
"
M
in
.,
3
’-
0
"
M
a
x
.
)
401c Bar Pattern this half, Represents Area from
Top of Crashwall to Top of Footing Only.
401c Bar Pattern this half, Represents Area from
Top of Crashwall to Bottom of Cap Only.
1
’-
4
1
2
"
1
’-
4
1
2
"
1
’-
4
1
2
"
1’-
4
12
"
2’-0"
6"Dimensions Shown
Dimensions Shown
3"
6"
3"6 Spa. @
6"=3’-0"
24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"
Line CAR-BR-CL
Sta. 31+01.42
Line "CAR-BR-CL"
1" Open Joint
6 Spa. @
6"=3’-0"
24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"
3"
6"6"6"6"6"6"6"
7 Eq. Spaces @ 6" Max. = 3’-211
16"
24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"
2 Eq. Spaces @ 6" Max. = 101
4"
6 Spa. @
6"=3’-0"6"
3"
6"
6"
6"6"6"6"6"6"6"6"3"
6"
4 Eq. Spaces @ 6" Max. = 1’-71
2"
7 Eq. Spaces @ 6" Max. = 3’-211
16"
6"
3"6 Spa. @
6"=3’-0"
24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"24 Spa. @ 6" = 12’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"14 Spa. @ 6" = 7’-0"
Dimensions Shown
Dimensions Shown
Line CAR-BR-CL
1" Open Joint
#6 (Typ.)401c (Typ.)
1006c (Typ.)
( Between Diamonds)
#6 (Typ.)
1006c (Typ.)
( Between Diamonds)
(1001c-1006c Spa.)
1005c 1002c (Typ.)
1001c (Typ.)
(Each Diamond)
1004c (Typ.)
1004c (Typ.)1001c (Typ.)
(Each Diamond)
1005c
401c (Typ.)
(1001c-1006c Spa.)
(1001c-1006c Spa.)
(1001c-1006c Spa.)
3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"1’-0"
3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"2’-0"
3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"1’-0"
3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"3’-8"12’-8"3’-8"2’-0"
Sta. 31+01.42
Line "CAR-BR-CL"
1002c (Typ.)
2’-0"
2’-0"81’-6"
3"6"6"6"6"
For reinforcing bar notes, see Standard
E703-BRST-01.
For Footing Plan, see Sheet No. 16.
For bar bending details and Bill Of Materials,
see Sheet No. 16.
Surface seal all exposed surfaces of pier.
For elastomeric bearing pad details, see
Sheet No. 21.
For pier backfill limits, see Standard
E211-BFIL-03.
For Location of Section C-C, see Sheet No.’s 13 & 14.
afishburn 9:14:02 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.PRD.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
RMC
MSP MSP
AJE
PIER NO. 2 DETAILS
Min. Lap
PARTIAL FOOTING PLAN
NOTE:
601c x 7’-6"
603c x 11’-2"
401c x 3’-4"
402c x 11’-7"
1 Bar Cuts 2
PARTIAL FOOTING PLAN
1 Bar Cuts 2Bending Diagragm
604c x 7’-9"1" OPEN JOINT DETAILS
NOTES:
PIER NO. 2
BILL OF MATERIALS
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
16 49
2/06/2009
#4 1’-11"
82- 601c 13- #4x34’-3"13- #4x34’-3"
LengthMarkAB
6’-11"1’-10"8’-9"1004c
6’-5"1’-10"8’-3"1005c
1’-10"19’-0"1006c
3’-5"
Length
4’-9"
Mark A B
3’-5"1’-4"6’-1"
3’-5"1’-6"6’-5"
403c
404c
405c
8"
B
A
N
B
L
A
164’-0"
9"
82’-0"
1
’-
6
"
3
’-
3
"
6
’-
6
"1
’-
9
"
1’-
9
"
1
’-
6
"3
’-
3
"
A
6’-2"
3
’-
5
"
3’-5"
8"8"
3
’-
5
"
1’-0"1’-0"
8
"
2’-2"
A
B
HP 12x74
Steel "H" Pile (Typ.)
3"
81 Spa. @ 12" Max. = 81’-0"
(601c Spa.)
2’-4"
B
17’-2"
3’-3"
10 Spa. @ 7’-6" = 75’-0"
(Pile Spa.)
3’-9"
3"x10" Keyway
Constr. Jt.
83- 601c13- #4x34’-3"13- #4x34’-3"
3"
HP 12x74
Steel "H" Pile (Typ.)
9"
81 Spa. @ 12" Max. = 81’-0"
(601c Spa.)
3’-9"
10 Spa. @ 7’-6" = 75’-0"
(Pile Spa.)
3’-3"
3"x10" Keyway
Constr. Jt.
164’-0"
6
’-
6
"
1
’-
6
"
1
’-
9
"
1
’-
9
"
1
’-
6
"
3
’-
3
"
3
’-
3
"
3
"
3
"
1
2
S
p
a
.
@
6
"
=
6
’-
0
"
3
"
3
"
1
2
S
p
a
.
@
6
"
=
6
’-
0
"
Sta. 31+01.42
Line"CAR-BR-CL"
Sta. 31+01.42
Line"CAR-BR-CL"
44- HP 12x74 Steel "H"
Piles Required
Line "CAR-BR-CL"
Line "CAR-BR-CL"
13- #4x34’-3"
B
A
N
B
L
A
B NLAMark
17’-9"77’-5"1001c 10’-4"5 1316
Va
r
ie
s
1’-10"
B NLAMark
31’-5"518’-6"12’-11"1’-4 34602c85 111610’-6"7’-3"1002c 17’-9"
82’-0"
2’-0"
82’-0"
80’-0"
2’-0"
6’-3"
1’-6"
1’-03
4"
1" Open Joint
75
8"
12"
12"
1
’-
9
"
1’-
9
"
3
’-
6
"
C
a
p
11
16"
916"916"
81’-6"
Sta. 31+01.42
Line"CAR-BR-CL"
81’-6"
2’-0"
Not to Scale
Masonry coat all exposed surfaces of piers. For
masonry coating colors, see Special Provisions.
For reinforcing bar notes, see Standard
E703-BRST-01.
Surface seal all exposed surfaces of pier.
For elastomeric bearing pad details, see
Sheet No. 21.
For pier backfill limits, see Standard
E211-BFIL-03.
Plain Reinforcing Steel
Size And
Mark Bars
No. of Length
(Feet)
Weight
(Lbs.)
1’-0"
(Typ.)
1001c 98 17’-9"
1002c 16 17’-9"
1004c 18 8’-9"
1005c 10 8’-3"
1006c 400 19’-0"
Total No. 10 42443
#9 42 31’-6"
Total No. 9 4499
#8 42 30’-9"
Total No. 8 3449
601c 165 7’-6"
602c 80 31’-5"
603c 298 11’-2"
604c 8 7’-9"
#6 84 29’-3"
#6 24 28’-6"
#6 120 7’-6"
#6 32 6’-3"
Total No. 6 17095
#5 24 28’-9"
Total No. 5 720
401c 1102 3’-4"
402c 88 11’-7"
403c 119 4’-9"
404c 84 6’-1"
405c 42 6’-5"
#4 65 34’-3"
#4 4 28’-0"
#4 4 25’-0"
#4 4 23’-3"
#4 8 19’-0"
#4 4 7’-3"
Total No. 4 5846
Total Plain Reinforcing Steel 74052
Concrete
Class "A" in Substructure
Crashwall 75.5 Cys.
Stem 112.5 Cys.
Cap 102.9 Cys.
Total Class "A" in Substructure 290.9 Cys.
Class "B" in Footing 118.4 Cys.
Miscellaneous
Surface Seal 5570 Sft.
Masonry Coating 5570 Sft.
44-Piles, Steel, "H", HP12x74
x 80’-0" Approximate 3520 Lft.
Driving Tips, Steel "H"44 Each
afishburn 9:14:09 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.PRD.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 3 DETAILS
RMC
MSP
ALF
NOTES:
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
17 49
2/06/2009
B
B
A
A
PARTIAL ELEVATION (W.B.L.)
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
3- #4x30’-3"
3- #4x33’-9"3- #4x33’-9"
Bridge Seat
El. 824.89
Bottom Cap
El. 821.89
El. 825.01 El. 825.13 El. 825.25
El. 825.38 El. 825.60 El. 825.82 El. 826.03 El. 826.24
El. 826.453- #4x11’-9"
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
4 Spa.
@ 6"
=2’-0"=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
3"
79’-3"
6 Spa. @ 1’-0" Max.4 Spa. @
1’-0" Max.
=3’-3"
4 Spa. @
1’-0" Max.
4 Spa. @
1’-0" Max.
4 Spa. @
1’-0" Max.
=3’-3"=3’-3"=3’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa. @
1’-0" Max.
4’-73
4"
4’-6"
9’-0"9’-0"9’-0"9’-0"9’-0"
Varies Varies
Varies Varies
PARTIAL PLAN (W.B.L.)
3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"
2’-6"
1’-0"
77 Spa. @ 1’-0"Max. = 76’-3"
(78- 602d R.F.)
3 Eq.
Spa. =
2’-1Æ"
3 Eq.
Spa. =
2’-3"
3 Eq.
Spa. =
3 Eq.
Spa. =
3 Eq.
Spa. =
2’-3"2’-3"2’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
3 Eq.
Spa. =
Spa. #6 F.F.
64- #6x4’-3"
Line "CAR-BR-CL"
Line "CAR-BR-CL"
Work Point
31+52.67 "CAR-BR-CL"
6"
3"
6"
1’-6"1’-6"3 Spa. @
1’-0"=3’-0"
Spa. 601d (Typ.)
71- 601d
10- 401d
(Spa. @ 5’-0" Max.)
6- 402d
(Spa. @ 5’-0" Max.)
30- 401d 44- 402d 24- 403d 9- 404d
2- 403d
(Spa. @ 5’-0" Max.)
6" Spa. 401d, 402d,
403d, & 404d
1
2"
2"x10" Keyway
Constr. Joint (Typ.)(Typ.) 20- Req’d.
1’-6"
(Typ.)
1’-6"
(Typ.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
7’-114"4 Spa. @ 5’-3" = 21’-0"5 Spa. @ 9’-3"(-) = 46’-6"
89- 401d
(Spa. W/601d)
1
X
For Bearing Assembly
Details, see Sheet No.20
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For Sections A-A, B-B, and additional details, see Sheet No. 20.
-Indicates Pour Number
Hatched area to be poured with Superstructure.
afishburn 9:14:19 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 3 DETAILS
RMC
MSP
ALF
MSP
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
18 49
2/06/2009
3- #4x30’-3"3- #4x33’-9"3- #4x33’-9"
El. 826.45
El. 826.47
El. 826.32 El. 826.16 El. 826.01 El. 825.85 El. 825.69 El. 825.56 El. 825.37 El. 825.20 El. 825.04
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
12- #7x38’-3"
(4 Top, 4 Mid., 4 Bott.)
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
=2’-0"
4 Spa.
@ 6"
4’-73
4"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
8 Spa. @ 1’-0" Max.
= 7’-3"
4 Spa. @
1’-0" Max.
2 Spa. @ 9’-3" = 18’-6"7 Spa. @ 9’-3"(-) = 65’-1 1
8"
94’-9"
9’-0"9’-0"9’-0"9’-0"9’-0"9’-0"9’-0"
Varies
Varies
4’-6"
3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"3’-0"
2’-8"92 Spa. @ 1’-0" Max. = 91’-7"
(93- 602b R.F.)
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
7 Spa. @ 1’-0" Max.
= 6’-3"
3 Eq.
Spa. =
2’-4"
3 Eq.
Spa. =
PARTIAL PLAN (E.B.L.)
PARTIAL ELEVATION (E.B.L.)
Work Point
6"
Spa. #6 F.F. 6"
80- #6x4’-3"
Line "CAR-BR-CL"
Line "CAR-BR-CL"
31+52.67 "CAR-BR-CL"
Bottom Cap
El. 821.89
3"
6"
1’-6"1’-6"3 Spa. @
1’-0"=3’-0"
Spa. 601d (Typ.)
85- 601d
106- 401d
(Spa. W/601d)
30- 401d48- 402d36- 403d9- 404d
15- 401d
(Spa. @ 5’-0" Max.)
8- 402d
(Spa. @ 5’-0" Max.)
2- 403d
(Spa. @
5’-0" Max.)
3" Spa. 401d, 402d,
403d & 404d
1
2"
2’-6"
(Typ.)
2’-6"
(Typ.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
6 Spa. @ 1’-0"
X
Min. Lap
#4
#7 4’-0"
2’-0"
2
For Bearing Assembly
Details, see Sheet No.20(Typ.) 20- Req’d.
A
A
B
B
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For additional details, see Sheet No. 20.
-Indicates Pour Number.
Hatched area to be poured with Superstructure.
afishburn 9:14:25 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
END BENT NO. 3 DETAILS
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
19 49
2/06/2009
Work Point
Line "CAR-BR-CL"
31+52.67 "CAR-BR-CL"
Line "CAR-BR-CL"
Work Point
31+52.67 "CAR-BR-CL"
79’-3"
94’-9"
1’-3"
8 Spa. @ 9’-0" = 72’-0"
(9- Bent Piles)
6’-0"
6’-0"
9 Spa. @ 9’-0" = 81’-0"
(10- Bent Piles)
7’-9"
1
’-
9
"
3
’-
6
"
1’-
9
"
3
"
Bent Piles
1’-
9
"
3
’-
6
"
1
’-
9
"
3
"
Bent Piles
PARTIAL PILING PLAN
PARTIAL PILING PLAN
HP 12x74
Bent Pile (Typ.)
HP 12x74
Bent Pile (Typ.)
3"x12"x1’-0" Keyway Constr.
Joint Optional
3"x12"x1’-0" Keyway Constr.
Joint Optional
NOTES :
19- HP 12x74 Steel "H" Piles
For Retaining Wall Details, see Road Plans.
Wall Pile (Typ.)
Wall Pile (Typ.)
afishburn 9:14:30 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
ALFRMC
MSP MSP
END BENT NO.3 DETAILS
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
20 49
2/06/2009
BENT NO.3
BILL OF MATERIALS
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
4
’-
3
"
2
’-
6
"
3’-2"
1’-0"1’-0"
B
A
401d
402d
3’-2"
403d
Mark
1’-3"
1’-9"
A B
5’-8"
4’-6"
6’-8"
Length
8"
Bearing Assembly
Bridge Seat
Pile and
Bearing
SIDE VIEW END VIEW
PLAN ELEVATION
BEARING ASSEMBLY DETAILS
Bridge Seat
Bearing Assembly
S3x7.5
S3x7.5
Bearing
Prepare Ends for Full
Penetration Weld
(Weld in Shop)(Typ.)
#8 Reinf. Bars or x
8" Auto Welded Anchor
Studs (Headed) May Be
Used. (No Paint)
Bar 2"x1"
(No Paint)
Setting Tolerance of Anchor PLates, Level With
NOTE:
Scale: 1" = 1’-0"
Type Prestressed
Concrete m
Type Prestressed
Concrete m
2"
1"1"
3
"
1
"
1’-6"
4
12
"
4
1
2
"3
"
3
"
2"2"2"2"
3"1’-0"3"
1’-6"
1
"
1
’-
0
"
SECTION A-A
9"
1
’-
2
"
Geotextiles
4
1
Constr. Joint
401d
602d
602d
HP 12X74 Steel "H" Piles
Constr. Joint
1
4
Geotextiles
1’-6"
1’-6"
601d
401d
601d
#6
403d (In Step)
#7
#4 (In Step)
F.F.R.F.
F.F.R.F.
9"1’-0"
1’-
2
"
V
a
r
ie
s
Va
rie
s
3
’-
0
"
M
in
.1
’-
1
"
1
’-
3
"
4
"
1
’-
6
"
M
in
.
Em
b
e
d
m
e
n
t
1’-9"
3’-6"
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
1’-0"
V
a
r
ie
s
(
S
t
e
p
)
Va
r
ie
s
1
’-
6
"
M
in
.
E
m
b
e
d
m
e
n
t
2
’-
5
"
M
in
.
L
a
p
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
4
"
1’-9"
3’-6"
1’-9"
3’-6"
1’-9"
3’-6"
#7 (Typ.)
Anchor Plate
1
SECTION B-B
402d (In Step)
2" Cl.
(Typ.)
V
a
r
ie
s
V
a
r
ie
s
#4 (In Step)
NOTES:
602d x 4’-11"
6"
1’-9"
2
’-
0
"
M
in
.
1’-9"
Bearing, Bent
& Bent Piles
Bearing, Bent
& Bent Piles
1
’-
3
"
3
’-
0
"
M
in
.
6
12
"
6
12
"
404d (In Step)
V
a
r
ie
s
#4 (In Step)
404d 2’-3"7’-8"
3’-2"
3’-2"
3’-2"
601d x 10’-2"
2"x10" Keyway
Constr. Joint
Between Beams
1" Expanded Polystyrene Wrap Around
Flanges and Web of Wall Piles (Typ.)
Aggregate for
End Bent Backfill
Aggregate for
End Bent Backfill
All reinforcing bar notes, see Std. E703-BRST-01.
All reinforcing to be Epoxy Coated, except as noted.
For location of Sections A-A & B-B, see Sheets No. 17 and 18.
Hatched area to be poured with Superstructure.
#7 60 38’-3"
Total No. 7 4691
601d 156 10’-2"
602d 171 4’-11"
#6 144 4’-3"
Total No. 6 4565
401d 280 4’-6"
402d 106 5’-8"
403d 64 6’-8"
404d 18 7’-8"
#4 12 33’-9"
#4 6 30’-3"
#4 3 11’-9"
Total No. 4 2036
Total Epoxy Coated Reinforcing Steel 11292
Concrete
Class "C" in Superstructure
Pour No. 1 38.7 Cys.
Pour No. 2 47.1 Cys.
Total Class "C" in Superstructure 85.8 Cys.
Miscellaneous
Surface Seal 700 Sft.
19-Piles, Steel, "H", HP12x74
x 90’-0" Approximate 1710 Lft.
Driving Tips, Steel "H"19 Each
Anchor Plate MK - AP1 40 Each
#7 60 38’-3"
Total No. 7 4691
601d 156 10’-2"
602d 171 4’-11"
#6 144 4’-3"
Total No. 6 4565
401d 280 4’-6"
402d 106 5’-8"
403d 64 6’-8"
404d 18 7’-8"
#4 12 33’-9"
#4 6 30’-3"
#4 3 11’-9"
Total No. 4 2036
Total Epoxy Coated Reinforcing Steel 11292
Concrete
Class "C" in Superstructure
Pour No. 1 38.7 Cys.
Pour No. 2 47.1 Cys.
Total Class "C" in Superstructure 85.8 Cys.
Miscellaneous
Surface Seal 700 Sft.
19-Piles, Steel, "H", HP12x74
x 90’-0" Approximate 1710 Lft.
Driving Tips, Steel "H"19 Each
Anchor Plate MK - AP1 40 Each
afishburn 9:14:39 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.EBD.08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
PLAN
BEAM PLACEMENT DETAILS
Showing Elastomeric Bearing Pad Locations
ELASTOMERIC BEARING PAD DETAILS
(40 Required)
PLAN
SECTION A-A
NOTES:
FRAMING PLAN
RMC
MSP
ALF
AA
MSP/RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
21 49
2/06/2009
2 Spa. @ 9’-
3"
=
18’-6
"
4 Spa. @ 5’-
3"
=
21’-0
"
7
S
p
a
.
@
9
’-
0
"
=
6
3
’-
0
"
7
S
p
a
.
@
9
’-
0
"
=
6
3
’-
0
"
2 Spa
. @ 10’-9"
=
21’-
6"
4
’-
6
"
4
’-
6
"
5
S
p
a
.
@
9
’-
0
"
=
4
5
’-
0
"
2
0
’-
9
1116
"
8
8
’-
3
111
6
"
18
4
’-
3
18
"
9
5
’-
1
1
7
1
6
"
4
6
’-
5
7
16
"
Line "CAR-BR-CL"
Line "PR-S-16-E"
Line "E"
2
0
’-
3
7
8
"
17
’-
1
0
7
8
"
8
5
’-
4
7
8
"
1
5
5
’-
2
3
4
"
6
9
’-
9
7
8
"
4
’-
6
"
4
’-
6
"
5
S
p
a
.
@
9
’-
0
"
=
4
5
’-
0
"
51’-3"
4 Spa
. @ 6’-6
"
=
26
’-0"
Beams No. 5-18Beams No. 5-18
51’-3"
11"
11"
11"
11"
11"
11"
11"
11"
912"
91
2"
11"
11"
11"
11"
No. 5-18
18
"
(
Ty
p
.)
316"
(Typ.)
1
4
"
2
3
13
2
"
14
"
12
"
(
T
y
p
.)
5- 3
32
1
’-
4
"
10"
Scale: 1" = 1’-0"
Scale: As Noted
Sealing Rib, All Sides
Top and Bottom
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Elastomeric Bearing
Pad (Typ.)
Scale: 3" = 1’-0"
2 Spa. @ 5’-9"
=
11’-6"
1’-
2 15
16"
0
4
Spa. @ 12
’-0" =
48
’-0"
afishburn 9:14:45 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.BMD.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
ALF
MSP
BEAM DETAILS
3/4" = 1’-0", U.N.
TYPICAL SECTION
SECTION SHOWING
REINFORCING
501 401End View Side View
502E (Epoxy Coated)
BEAM END DETAILS
Residual Camber Table
Legend
Table Of Beam Dimensions
RMC
ELEVATION - BEAMS NO.1A & 20A SPAN A
PLAN - BEAMS NO.1A & 20A SPAN A
MSP/RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
22 49
2/06/2009
4 Strands To Be Bent
Up By Manufacturer
Without The Use Of Heat
4 Strands To Be Bent
Up By Manufacturer
Without The Use Of Heat
2" Radius
2-#6x2’-8"
(1 E.F.)
4-#6x1’-11"
(2 E.F.)
401 Spa.
501 & 502E Spa.
401 Spa.
2 Strands
8 Strands
8 Strands
501
502E
401
Prestressed Concrete 1
1
No Scale
No Scale
2- #6 Bar Full Length
#6 Bar Full Length
4-#6x2’-8"
(2 E.F.)
prestressing force minus deflection from
dead load of beam in inches.
Superimposed Dead Load Deflection
Residual Camber
1.533"
0.564"
0.969"
Debond Strands 0’ To 6’
From End Of Beam
Pier No.2
Pier No.2
Beam No.
1A
Dimension "A"Dimension "B"Dimension "C"Dimension "D"Dimension "E"Dimension "F"Dimension "G"
6
8
"H"
50’-7"
54’-9"
11’-9"
15’-11"
Beam Number 1A
1.128"
0.456"
0.672"
Debond Strands 0’ To 9’
From End Of Beam
2 Strands
20A
20A
6"
1
’-
6
"
3
"
3
"
3
"
9
"
3
’-
0
"
6
"
6
"
1
’-
3
"
3
"
6
"
1’-0"
1’-6"
3"6"6"
2
’-
4
"
2
"
2
"
2"2"7 Spa. @ 2"
= 1’-2"
5
"
(
Ty
p
.)
4"4"
& Piles
Welded Studs
6
"
10"
10"
1
0
"
1’-4" 1’-2" 3
"
3"4"
3
’-
2
"
2"
8"
12 Spa. @ 6" = 6’-0"
2"
12 Spa. @ 6" = 6’-0"
Dimension "A"
3"3"6"
Dim. "B"
Dim. "C"
Dim. "E"
Dim. "D"
Dim. "F"
Dim. "G"
16 Spa. @ 6" = 8’-0"11 Spa. @ 1’-0" = 11’-0"11 Spa. @ 1’-0" = 11’-0"16 Spa. @ 6" = 8’-0"
41
2"
(To Be Cast In Beams
1 Each Beam, 2 Total)
(To Be Cast In Beams)
6 Each Beam, 12 Total
Bent No.1
Bent No.1
1’-1ª"
NOTES :
See Standard Drawing E707-BPBF-02 for tolerances for fabrication of prestressed beams.
See Standard Drawing E703-BRST-01 for reinforcing bar notes.
The prestressed beams shall be cast a minimum of 15 days before the deck is poured.
Several lifting devices are satisfactory. The type used must be guaranteed by the
manufacturer and approved by the engineer on the shop drawings. Beams are to be
lifted at bearing points only.
Top of beams are to be scored transversely at 3" centers with pointed tool.
The concrete strength shall be 6,000 psi mimnimum at release and
7,000 psi minimum at 28 days.
" (270 ksi) Special Lo-Lax Strands to be pulled to 33,820 lbs. each.
Ø" x 3’-0" Threaded Dowels shall be provided with inserts.
afishburn 9:14:49 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.BMD.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
ALF
MSP
BEAM DETAILS
3/4" = 1’-0", U.N.
TYPICAL SECTION
SECTION SHOWING
REINFORCING
501 401End View Side View
502E (Epoxy Coated)
BEAM END DETAILS
Residual Camber Table
Legend
Table Of Beam Dimensions
RMC
PLAN - BEAMS NO.2A-19A SPAN A AND BEAMS NO.1B-20B SPAN B
ELEVATION - BEAMS NO.2A-19A SPAN A AND BEAMS NO.1B-20B SPAN B
MSP/RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
23 49
2/06/2009
Bent No.1 Or
Bent No.3
6 Strands To Be Bent
Up By Manufacturer
Without The Use Of Heat
6 Strands To Be Bent
Up By Manufacturer
Without The Use Of Heat
2" Radius
2-#6x2’-8"
(1 E.F.)
4-#6x1’-11"
(2 E.F.)
Bent No.1 Or
Bent No.3
401 Spa.
501 & 502E Spa.
401 Spa.
2 Strands
6 Strands
8 Strands
501
502E
401
Prestressed Concrete
1
1
End
Welded Studs
No Scale
No Scale
2- #6 Bar Full Length
#6 Bar Full Length
4-#6x2’-8"
(2 E.F.)
prestressing force minus deflection from
dead load of beam in inches.
Superimposed Dead Load Deflection
Residual Camber
1.121"
0.588"
0.533"
Debond Strands 0’ To 6’
From End Of Beam
Pier No.2
Pier No.2
Beam No.
2A
3A
Dimension "A"Dimension "B"Dimension "C"Dimension "D"Dimension "E"Dimension "F"Dimension "G"
6
6
"H"
50’-3"
51’-6"
6
7 12’-8"
11’-0"
11’-5"
Beam Number 2A
1.118"
0.588"
0.530"
3A
1.134"
0.608"
0.526"
4A
1.136"
0.431"
0.705"
1.149"
0.409"
0.740"
1B
1.167"
0.540"
0.627"
2B-4B
1.167"
0.645"
0.522"
5A
1.167"
0.632"
0.535"
1.208"
0.637"
0.571"
19A
1.144"
0.487"
0.657"
19B5B6A-18A & 6B-18B
1.128"
0.456"
0.672"
20B
6"
1
’-
6
"
3
"
3
"
3
"
9
"
3"6"6"
2
"
2
"
2
"
2"2"
10"
3
"
2"
8"
12 Spa. @ 6" = 6’-0"
2"
12 Spa. @ 6" = 6’-0"
Dimension "A"
3"3"6"
Dim. "B"
Dim. "C"
Dim. "E"
Dim. "D"
Dim. "F"
Dim. "G"
(To Be Cast In Beams
1 Each Beam, 38 Total)
3- "x4" End Welded Studs
(To Be Cast In Beams)
6 Each Beam, 228 Total
& Piles
1
0
"
10"
1’-4"
1’-2" 6
"
3
’-
2
"
4"3"
(
Ty
p
.)
5
"
2
’-
6
"
6
"
6
"
1
’-
3
"
3
"
6
"
3
’-
0
"
1’-6"
7 Spa. @ 2"
= 1’-2"
1’-0"
41
2"
4"4"
50’-4"
50’-7"
6
6 11’-9"
11’-6"
4A
1B
6 11’-9"19B
6 11’-3"20B
49’-10"11’-0"
16 Spa. @ 6" = 8’-0"11 Spa. @ 1’-0" = 11’-0"11 Spa. @ 1’-0" = 11’-0"16 Spa. @ 6" = 8’-0"
49’-10"
5A-18A
5B-18B
7 14’-0"1’-1"19A 52’-10"
2B
6 12’-0"3B
7 12’-3"4B
50’-10"1’-2"
51’-1"
51’-6"7 12’-8"
50’-7"1’-3"
50’-1"
1’-10"
1’-11"
1’-10"
NOTES :
See Standard Drawing E707-BPBF-02 for tolerances for fabrication of
prestressed beams.
See Standard Drawing E703-BRST-01 for reinforcing bar notes.
The prestressed beams shall be cast a minimum of 15 days before the deck is poured.
Several lifting devices are satisfactory. The type used must be guaranteed by the
manufacturer and approved by the engineer on the shop drawings. Beams are to be
lifted at bearing points only.
Top of beams are to be scored transversely at 3" centers with pointed tool.
The concrete strength shall be 6,000 psi mimnimum at release and
7,000 psi minimum at 28 days.
" (270 ksi) Special Lo-Lax Strands to be pulled to 33,820 lbs. each.
Ø" x 3’-0" Threaded Dowels shall be provided with inserts.
afishburn 9:14:53 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.BMD.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
Showing Concrete Dimensions
PARTIAL PLAN A
A
RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
24 49
2/06/2009
3
9
’-
7
18
"
1
0
’-
9
3
16
"
4
9
’-
6
"
2
4
’-
0
3
8
"
2
4
’-
1
0
1116
"
7
4
’-
4
111
6
"
4
7
’-
6
1
2
"
5
2
’-
2
9
16
"
1
0
1’-
8
9
16
"
4
9
’-
6
"
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
2’-6"2’-6"
1
2
3
4 5
6
13
14 Median Pour
Sidewalk Pour
1’-03
8"1’-03
8"
104’-63
4" O - O Bridge Floor
R
13
0
’-
0
"
R
132
’-
6
"
R
16
7’-
6"
X
3
4
’-
4
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No.32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No. 43.
afishburn 9:14:57 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
Showing Concrete Dimensions
A
A
RMC
PARTIAL PLAN
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
25 49
2/06/2009
3
3
’-
1
0
7
8
"
1
0
’-
7
3
4
"
R
1
6
7
’-
6
"
R
76’-6"
R
14
0
’-
0
"
2’-6"2’-6"
1’-03
8"1’-03
8"
104’-634" O - O Bridge Floor
X
P.C.C.
R
1
3
2
’-
6
"
9’-81
16"
4
6
’-
9
9
1
6
"
2
3
’-
2
116
"
3
1
’-
0
18
"
5
8
’-
6
"
5
8
’-
6
"
7 8
10 11
12
9
14
15 Sidewalk Pour
Median Pour
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
2
4
’-
1
0
18
"
3
6
’-
3
3
4
"
9
4
’-
9
3
4
"
4
5
’-
4
9
1
6
"
3
1’-
5
3
16
"
8
9
’-
1
1
3
16
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheet No. 32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No. 43.
afishburn 9:15:01 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
Showing Top And Bottom Transverse Reinforcing And Top Longitudinal Reinforcing
PARTIAL PLAN
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
A
A
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
26 49
2/06/2009
6
"
4
9
’-
6
"
6
"
5
2
S
p
a
.
@
1’-
0
"
M
a
x
.
=
5
1
’-
5
9
16
"
(
5
3
-
5
9
9
a
)
6
"
4
9
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
4
8
’-
6
"
(
5
0
-
5
9
9
a
)
1- #4x23’-3"
(Top Coping)
8- #4x4’-9" (Top)
4-401a (Top)
32- 601a
(16 Top, 16 Bott.)
(1 Bar Cuts 2)
1- #4x1’-6" (Top)
1- #4x3’-0" (Top)
1- #4x4’-6" (Top)
1- #4x6’-3" (Top)
32- 602a
(16 Top, 16 Bott.)
(1 Bar Cuts 2)
1- #4x4’-6"
4- 402a
(1 Bar Cuts 2)
1- #4x23’-3"
(Top Coping)
44- 501a
(22 Top, 22 Bott.)
(1 Bar Cuts 2)
1- #6x7’-6"
1-#6x11’-3"
1-#6x15’-6"
1- #7x9’-3"
1- #7x13’-3"
1- #7x18’-0"
40- 502a
(20 Top, 20 Bott.)
(1 Bar Cuts 2)
1- #4x19’-0"
(Top Coping)
1- #4x9’-6"
1- #4x18’-6"
26- 503a
(13 Top, 13 Bott.)
(1 Bar Cuts 2)
1- #4x23’-3"
(Top Coping)
1- #4x23’-3"
(Top Coping)
1- #4x6’-0"
140- #6x37’-9"
(70 Top, 70 Bott.)
140- #5x17’-6"
(70 Top, 70 Bott.)
502- #5x40’-0"
(251 Top, 251 Bott.)
362- #5x40’-0"
(181 Top, 181 Bott.)
1
0
0
-
#
4
x
2
3
’-
3
"
(
To
p
)
(
5
0
L
in
e
s
,
2
E
a
.
Lin
e
)
1
0
0
-
#
4
x
2
3
’-
3
"
(
To
p
)
(
5
0
L
in
e
s
,
2
E
a
.
Lin
e
)
49- #7x19’-0" (Top)
50- #6x19’-0" (Top)
4
8
-
#
4
x
2
3
’-
3
"
(
2
4
Lin
e
s
,
2
Ea
.
Lin
e
)
2
7- #6x19’-0" (Top)
2
6- #7x19’-0" (Top)
3
0
-
#
4
x
2
3
’-
3
"
(
T
o
p
)
4
0
-
#
4
x
2
3
’-
3
"
(
T
o
p
)
1
23
4 5
6
13
14 Median Pour
Sidewalk Pour
3"3"250 Spa. @ 5" Max. = 104’-034"
(Transverse Reinforcing Steel Spa., Top and Bottom)
6
"
6
"
6
"
4
9
’-
6
"
2
5
S
p
a
.
@
1’-
0
"
M
a
x
.
=
2
4
’-
15
8
"
(
2
6
-
5
9
9
a
)
4
9
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
4
8
’-
6
"
(
5
0
-
5
9
9
a
)
3
"
4
7
’-
6
12
"
5
2
’-
2
9
16
"
1
0
1
’-
8
9
16
"
1’-03
8"1’-03
8"
104’-63
4" O - O Bridge Floor
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
2’-6"2’-6"
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
3
4
’-
4
"
3
9
’-
7
18
"
1
0
’-
9
3
16
"
3
"
2
4
’-
0
3
8
"
2
4
’-
1
0
1116
"
7
4
’-
4
11
1
6
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:06 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
Showing Top And Bottom Transverse Reinforcing And Top Longitudinal Reinforcing
PARTIAL PLAN
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
A
A
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
27 49
2/06/2009
59- #6x19’-0" (Top)
1’-03
8"
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
118
-
#
4
x
2
3
’-
3
"
(
To
p
)
(
5
9
Lin
e
s
,
2
E
a
.
Lin
e
)
58- #7x19’-0" (Top)
23-
#7
x19’-
0" (Top)
24-
#6
x19’-
0" (Top)
502- #5x40’-0"
(251 Top, 251 Bott.)
92- #5x36’-0"
(46 Top, 46 Bott.)
118
-
#
4
x
2
3
’-
3
"
(
To
p
)
(
5
9
Lin
e
s
,
2
E
a
.
Lin
e
)
410- #5x25’-6"
(205 Top, 205 Bott.)
406- #5x25’-6"
(203 Top, 203 Bott.)
4- #6x33’-9"
(2 Top, 2 Bott.)
40- 506a
(20 Top, 20 Bott.)
(1 Bar Cuts 2)
1- #4x12’-0"
44- 505a
(22 Top, 22 Bott.)
(1 Bar Cuts 2)
96- #6x14’-9"
(46 Top, 46 Bott.)
46- 603a
(23 Top, 23 Bott.)
(1 Bar Cuts 2)50- 504a
(25 Top, 25 Bott.)
(1 Bar Cuts 2)1- #4x6’-9"
1- #4x12’-0"
1- #4x18’-9"
2
6
-
#
4
x
2
3
’-
3
"
2
4
-
#
4
x
2
3
’-
3
"
2
4
-
#
4
x
2
3
’-
3
"
3- 403a
(1 Bar Cuts 2)
6- #4x4’-9"
1- #4x26’-0"
(Top Coping)
1- #4x26’-0"
(Top Coping)
1- #4x19’-0"
(Top Coping)1- #4x22’-6"
(Top Coping)
1- #4x22’-6"
(Top Coping)
6
"
6
"
6
"
5
8
’-
6
"
3
1
S
p
a
.
@
1
’-
0
"
Ma
x
.
=
3
0
’-
8
3
16
"
(
3
2
-
5
9
9
a
)
5
8
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
5
7
’-
6
"
(
5
9
-
5
9
9
a
)
2
8
-
#
4
x
2
3
’-
3
"
6
"
6
"
6
"
4
6
’-
9
9
16
"
2
3
’-
2
116
"
5
8
’-
6
"
5
8
S
p
a
.
@
1’-
0
"
M
a
x
.
=
5
7
’-
6
"
(
5
9
-
5
9
9
a
)
3
6
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
3
5
’-
6
3
4
"
(
3
7
-
5
9
9
a
)
1- #4x2’-0"
1- #4x4’-3"
3"
3
"
4
5
’-
4
9
16
"
3
1
’-
5
3
1
6
"
8
9
’-
11
3
16
"
3
"
2
4
’-
10
1
8
"
3
6
’-
3
3
4
"
9
4
’-
9
3
4
"
3"
250 Spa. @ 5" Max. = 104’-034"
(Transverse Reinforcing Steel Spa., Top and Bottom)
1’-03
8"
104’-634"
2’-6"2’-6"
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
1- #4x4’-0"
1- #4x7’-6"
1- #4x11’-3"
1- #4x15’-6"
1- #4x20’-0"
7 8
9
10 11
12
14
15 Sidewalk Pour
Median Pour
3
3
’-
1
0
7
8
"
1
0
’-
7
3
4
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33 .
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:10 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PARTIAL PLAN
Showing Bottom Longitudinal Reinforcing
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
E E
DD
A
A
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
28 49
2/06/2009
4
9
’-
6
"
1
2
3
4 5
6
13
14 Median Pour
Sidewalk Pour
4
9
’-
6
"
1’-03
8"1’-03
8"
104’-63
4" O - O Bridge Floor
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
4
7
’-
6
12
"
5
2
’-
2
9
16
"
1
0
1
’-
8
9
16
"
9- #6x30’-0"
20- #6x30’-0"
20- #6x30’-0"
20- #6x30’-0"
20- #6x30’-0"
15- #5x25’-0"
15- #5x25’-0"
15- #5x25’-0"
15- #5x25’-0"
7- #5x25’-0"
7- #5x28’-0"
8- #5x28’-0"
18- #5x28’-0"
(9 Ea. Line, 2 Lines)
18- #5x28’-0"
(9 Ea. Line, 2 Lines)
18- #5x28’-0"
(9 Ea. Line, 2 Lines)
18- #5x29’-0"
(9 Ea. Line, 2 Lines)
5-507a
(Pier Diaph.)
5-507a
(Pier Diaph.)
5-507a
(Pier Diaph.)
5-507a
(Pier Diaph.)
6- #5x4’-0"
(3 E.F., Pier Diaph.)
6- #5x4’-0"
(3 E.F., Pier Diaph.)
6- #5x4’-0"
(3 E.F., Pier Diaph.)
6- #5x4’-0"
(3 E.F.,
Pier Diaph.)
104- 507a
(8 Ea. Diaph.,
13 Pier Diaph.)
80- #6x6’-0"
(2 Ea. Interior Beam End
At Pier Diaphragms)
2’-6"2’-6"
Required Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
3
4
’-
4
"
1
9
’-
1
0
116
"
3
9
’-
7
18
"
1
0
’-
9
3
16
"
2
4
’-
0
3
8
"
2
4
’-
1
0
1116
"
7
4
’-
4
11
1
6
"
2
4
9
-
#
5
x
3
6
’-
6
"
(
8
3
Lin
e
s
,
3
E
a
.
Lin
e
)
78- #5x7’-0"
(6 Ea. Pier Diaph., 3 E.F.,
13 Interior Pier Diaph.)
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33.
For Section D-D & E-E, see Sheet No. 36.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:15 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PARTIAL PLAN
A
A
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
Showing Bottom Longitudinal Reinforcing
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
29 49
2/06/2009
1’-03
8"
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
5
8
’-
6
"
4
6
’-
9
9
16
"
2
3
’-
2
116
"
5
8
’-
6
"
1’-03
8"
104’-634"
4
5
’-
4
9
16
"
3
1
’-
5
3
1
6
"
8
9
’-
11
3
16
"
2
4
’-
10
1
8
"
3
6
’-
3
3
4
"
9
4
’-
9
3
4
"
2’-6"2’-6"
3
3
6
-
#
5
x
3
6
’-
6
"
(
1
1
2
L
in
e
s
,
3
E
a
.
L
in
e
)
16- #5x36’-6"
16- #5x36’-6"
12- #5x19’-0"
12- #5x19’-0"
6- #5x19’-0"
5- 507a
(Pier Diaph.)
5- 507a
(Pier Diaph.)
11- #6x23’-0"
18- #6x23’-0"
18- #6x21’-0"
15- #5x36’-6"
15- #5x36’-6"
6- #5x36’-6"
8- #5x36’-6"
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
7
8
9
10 11
12
14 Median Pour
15 Sidewalk Pour
3
3
’-
1
0
7
8
"
1
0
’-
7
3
4
"
20- #8x3’-0" (1 Ea. Beam
20- #7x2’-0" (1 Ea. Beam
End At Bent)
20- #7x2’-0" (1 Ea. Beam
End At Bent)
6- #5x3’-9"
(3 E.F., Pier Diaph.)
6- #5x3’-9"
(3 E.F., Pier Diaph.)
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:19 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PARTIAL PLAN
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
Showing Sidewalk And Median Reinforcing
A
A
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
30 49
2/06/2009
4
9
’-
6
"
1
2
3
4 5
6
13
14 Median Pour
Sidewalk Pour
3"3"
4
9
’-
6
"
1’-03
8"1’-03
8"
104’-63
4" O - O Bridge Floor
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
2’-6"2’-6"
Optional Keyway
Constr. Joint
Optional Keyway
Constr. Joint
Required Keyway
Constr. Joint
158- 406a
158- 405a
158- 404a
10- #4x35’-0"
1
0
-
#
4
x
3
3
’-
3
"
1
0
-
#
4
x
3
1
’-
9
"
1
0
-
#
4
x
2
8
’-
9
"
10
-
#
4
x
2
7
’-
3
"
10
-
#
4
x
2
6
’-
0
"
10
-
#
4
x
1
9
’-
0
"
1
5
-
#
4
x
2
4
’-
6
"
1
2
-
#
4
x
2
2
’-
6
"
1
2
-
#
4
x
2
0
’-
9
"
10
-
#
4
x
1
7
’-
6
"
1
0
-
#
4
x
1
6
’-
0
"
1
0
-
#
4
x
1
4
’-
3
"9- #4x12’-3"
73- #4x37’-0"
62- #4x37’-0"
59- #4x37’-0"
13- 407a
(1 Bar Cuts 2)
28- #4x24’-3"
44- #4x38’-0"
22- #4x38’-0"
16- 408a
(1 Bar Cuts 2)
106- 404a
106- 404a
13- 409a
(1 Bar Cuts 2)
78- #4x13’-6"
22- #4x38’-0"
4
7
’-
6
12
"
5
2
’-
2
9
16
"
1
0
1
’-
8
9
16
"
157 Spa. @ 8" Max. = 104’-03
4" (Transverse Reinforcing Spa., Sidewalk)
1
0
-
#
4
x
3
0
’-
6
"
3
4
’-
4
"
1
9
’-
1
0
116
"
3
9
’-
7
18
"
1
0
’-
9
3
16
"
2
4
’-
0
3
8
"
2
4
’-
1
0
1116
"
7
4
’-
4
11
1
6
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:23 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PARTIAL PLAN
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
Showing Sidewalk Reinforcing
A
A
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
31 49
2/06/2009
1’-03
8"
#4
#5 2’-7"
2’-1"
#6 3’-1"
#7 3’-11"
X
5
8
’-
6
"
4
6
’-
9
9
16
"
2
3
’-
2
116
"
5
8
’-
6
"
3"
1’-03
8"
104’-634"
2’-6"2’-6"
3"
157 Spa. @ 8" Max. = 104’-034"
(Transverse Reinforcing Spa., Sidewalk)
4
5
’-
4
9
16
"
3
1
’-
5
3
1
6
"
8
9
’-
11
3
16
"
2
4
’-
10
1
8
"
3
6
’-
3
3
4
"
9
4
’-
9
3
4
"
8- #4x12’-0"
8
-
#
4
x
1
3
’-
6
"
8
-
#
4
x
1
5
’-
6
"
8
-
#
4
x
18
’-
9
"
1
2
-
#
4
x
2
2
’-
6
"
1
2
-
#
4
x
2
5
’-
6
"
1
2
-
#
4
x
2
8
’-
3
"
1
2
-
#
4
x
2
9
’-
6
"
12
-
#
4
x
3
0
’-
6
"
1
2
-
#
4
x
3
1
’-
9
"
69- #4x31’-0"
63- #4x31’-0"
56- #4x31’-0"
46- #4x31’-0"
158- 406a
158- 405a
12- #4x33’-3"
1
2
-
#
4
x
2
7
’-
3
"
1
2
-
#
4
x
2
4
’-
3
"
1
0
-
#
4
x
2
0
’-
9
"
8
-
#
4
x
1
7
’-
6
"
158- 404a
7 8
9
10 11
12
14
15
Median Pour
Sidewalk Pour
3
3
’-
1
0
7
8
"
1
0
’-
7
3
4
"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
Indicates concrete pour number.
Pour numbers indicate sequence of pours. Pours over interior supports to be made
last to reduce the effect of the slab dead load in the negative moment area.
Pours No.3, 6, 9 and 12 will include the diaphragm at the support, and will be
held to a 5’-0" length.
Suitable restraint shall be provided to prevent the rotation of the outside beams
under construction loads, such as finishing machines, forms, etc.
After the beams have been erected, concrete forms shall not be blocked against
the expansion end of the beams in making any pours adjacent to the beam spans.
The contractor may use permanent metal deck forms in this contract.
For Section A-A, see Sheets No. 32 & 33.
For bar bending diagrams, Bill of Materials and additional details, see Sheet No.43.
afishburn 9:15:27 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
32 49
2/06/2009
SECTION A-A - W.B.L.
Roughened
Construction
Joint (Typ.)
406a
405a
404a
Drip Bead (Typ.)
Optional Keyway
Construction Joint
#4
Slope Varies
482a
481a
#4
Conduit
#4404a #4 404a
Profile Grade
Line "CAR-BR-CL"
SECTION A-A - MEDIAN
1’-
6
"
2
’-
9
"
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
1"
C
l.
C
l.
3"
18’-0"
Limits of Surface Seal
Varies 3"3"98 Spa. @ 6" = 49’-0" (Spa. #6 and #7 Alternating Over Support)
49 Spa. @ 1’-0" = 49’-0" (Spa. #4 In Span)
Spa. @ 6" Max. (Spa. #6 and #7 Alternating Over Support)
Spa. @ 1’-0" Max. (Spa. #4 In Span)
3"Spa. @ 8" Max. (Spa. #4 In Sidewalk)
Varies - 35’-0" Min. To 39’-7" Max.10’-0"
Multi-Use Path
Varies - 6’-6" Min. ToVaries - 3’-7Œ" Min. To 31’-3" Max.
1"
C
l.
6
"
C
u
r
b
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
6
"
C
u
r
b
Limits of Surface Seal
98 Spa. @ 6" = 49’-0" (Spa. #6 and #7 Alternating Over Support)
49 Spa. @ 1’-0" = 49’-0" (Spa. #4 In Span)
Spa. @ 1’-0" Max.Spa. @ 1’-0" Max.
Varies - 35’-0" Min. To 39’-7" Max.
3"3"
3"3"
C
l.
31’-6"
116 Spa. @ 6" = 58’-0" (Spa. #6 and #7 Alternating Over Support)
58 Spa. @ 1’-0" = 58’-0" (Spa. #4 In Span)
Limits Of Surface Seal
31’-6"
To 43’-0" Max.
Varies - 35’-0" Min. To 49’-9’
O - O Coping Varies - 161’-5ª" Min. To 196’-6" Max.
3"
1’-4"
Varies - 73’-4Æ" Min. To 101’-8" Max.
O - O Coping Varies - 161’-5ª" Min. To 196’-6" Max.
Varies - 73’-4Æ" Min. To 101’-8" Max.Varies - 81’-9º" Min. To 94’-9Ø" Max.
6
"
C
u
r
b
6"
(Typ.)
3"
2 Spa. @ 9’-0" = 18’-0"
7 Spa. @ 9’-0" = 63’-0"
3"3"
3"3"
82 Spa. @ 7Æ" Max. = 49’-0" (Spa. #5 Bottom Continuous)
96 Spa. @ 7Æ" Max. = 58’-0" (Spa. #5 Bottom Continuous)
Slope Varies
#5
#5
#5
#5
Varies Varies - See Framing Plan
82 Spa. @ 7Æ" Max. = 49’-0" (Spa. #5 Bottom Continuous)
#6 & #7 Over Support
or #4 In Span
#6 & #7 Over Support
or #4 In Span
Limits Of Surface
Seal And
Masonry Coating
For Location of Section A-A, see Sheets No. 24 - 31.
2.0% Slope
2.0% Slope2.0% Slope
2.0% Slope
2.0% Slope
Slope Varies
2.0% Max.
afishburn 9:15:31 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
NOTES:
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
33 49
2/06/2009
SECTION A-A - E.B.L.
406a405a404a#4
#5
Slope Varies
482a
481a
#4
Conduit
Limits Of Surface
Seal And
Masonry Coating
Slope Varies
Roughened
Construction
Joint (Typ.)
Optional Keyway
Construction Joint
Conduit
Drip Bead (Typ.)
1
’-
6
"
2
’-
9
"
1
"
C
l.
3"
Limits Of Surface Seal
10’-0"
Multi-Use Path
Varies - 6’-6" Min. To
27’-0"
Varies3"3"Spa. @ 6" Max. (Spa. #6 and #7 Alternating Over Support)
Spa. @ 1’-0" Max. (Spa. #4 In Span)
116 Spa. @ 6" = 58’-0" (Spa. #6 and #7 Alternating Over Support)
58 Spa. @ 1’-0" = 58’-0" (Spa. #4 In Span)
3"Spa. @ 8" Max. (Spa. #4 In Sidewalk)
4 Spa. @ 9’-0" = 36’-0"
6"
(Typ.)
3"3"
3"
Varies - See Framing Plan Varies
96 Spa. @ 7Æ" Max. = 58’-0" (Spa. #5 Bottom Continuous)
6
"
C
u
r
b
C
l.
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
#5
Varies - 3’-11Ø" Min. To 29’-11" Max.
3"
1’-4"
2.0% Slope
#6  Over Support
Or #4 In Span
For Location of Section A-A, see Sheets No. 24 - 31
Slope Varies
2.0% Max.
afishburn 9:15:35 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.10.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
34 49
2/06/2009
2- #6x8’-6"2- #6x8’-6"
14- #6x6’-9"
(Between Beams, 2 Ea.
Beam Spa., 7 Beam Spa.)
21- #7x7’-0" F.F.
(3 Ea. Beam Spa.,
7 Beam Spa.)
5- #7x36’-3"
(1 F.F., 4 R.F.)
5- #7x36’-3"
(1 F.F., 4 R.F.)
Optional Keyway
Constr. Joint
Optional Keyway
Constr. JointRoughened Constr.
Joint (Typ.)
Carmel Drive
E.B.L.
Line "CAR-BR-CL"
40- #6x6’-0"
(Thru Beam Ends,
2 Ea. Beam, 20 Beams)
9- 604a F.F.9- 604a F.F.9- 604a F.F.9- 604a F.F.9- 604a F.F.
9- 604a F.F.9- 604a F.F.9- 604a F.F.
B
B
C
C
6"98 Spa. @ 1’-0" Max. = 97’-47
8"
(99- 605a R.F.)
5- 604a F.F.
3- #7x4’-3" F.F.
5- #7x36’-3"
(1 F.F., 4 R.F.)
5- #7x36’-3"
(1 F.F., 4 R.F.)
5- #7x36’-3"
(1 F.F., 4 R.F.)
12- #6x6’-9"
(Between Beams, 2 Ea.
Beam Spa., 6 Beam Spa.)
18- #7x7’-0" F.F.
(3 Ea. Beam Spa.,
6 Beam Spa.)
12- #7x9’-9" F.F.
(3 Ea. Beam Spa.,
4 Beam Spa.)
Optional Keyway
Constr. Joint
Roughened Constr.
Joint (Typ.)
Carmel Drive
W.B.L.
5- 604a F.F.
11-604a F.F.11-604a F.F.11-604a F.F.11-604a F.F.9- 604a F.F.
9- 604a F.F.9- 604a F.F.
9- 604a F.F.9- 604a F.F.
5"
105 Spa. @ 1’-0" Max. = 104’-11
4"
(106- 605a R.F.)
Line "CAR-BR-CL"
Optional Keyway
Constr. Joint
3"
3"
Profile Grade
Profile Grade
5- #7x36’-3"
(1 F.F., 4 R.F.)
ELEVATION - BENT NO.1 E.B.L.
ELEVATION - BENT NO.1 W.B.L.
3- #7x3’-0" F.F.
10- 604a F.F.10- 604a F.F.
8- #6x10’-0"
(Between Beams, 2 Ea.
Beam Spa., 4 Beam Spa.)
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
For Sections B-B and C-C, see Sheet No.36.
afishburn 9:15:38 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.11.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
35 49
2/06/2009
Carmel Drive
E.B.L.
B
B C
C
Carmel Drive
W.B.L.
ELEVATION - BENT NO.3 W.B.L.
ELEVATION - BENT NO.3 E.B.L.
Optional Keyway
Constr. Joint
Optional Keyway
Constr. JointRoughened Constr.
Joint (Typ.)
Line "CAR-BR-CL"
Profile Grade
15- #7x7’-0" F.F.
(3 Ea. Beam Spa.,
5 Beam Spa.)
10- #6x6’-9"
(Between Beams, 2 Ea.
Beam Spa., 5 Beam Spa.)
9- 604a F.F.
9- 604a F.F.9- 604a F.F.9- 604a F.F.
4- 604a F.F.
3- #7x3’-0" F.F.
3"77 Spa. @ 1’-0" Max. = 76’-334"
(78- 605a R.F.)
5- #7x37’-3"
(1 F.F., 4 R.F.)
5- #7x37’-3"
(1 F.F., 4 R.F.)
Optional Keyway
Constr. Joint
Line "CAR-BR-CL"
Roughened Constr.
Joint (Typ.)
Profile Grade
9- 604a F.F.9- 604a F.F.9- 604a F.F.9- 604a F.F.9- 604a F.F.
20- #6x6’-9"
(Between Beams, 2 Ea.
Beam Spa., 10 Beam Spa.)
30- #7x7’-0" F.F.
(3 Ea. Beam Spa.,
10 Beam Spa.)
9- 604a F.F.9- 604a F.F.
4"93 Spa. @ 1’-0" Max. = 92’-03
4"
(94- 605a R.F.)
4- 604a F.F.
3- #7x3’-0"
5- #7x37’-3"
(1 F.F., 4 R.F.)
5- #7x37’-3"
(1 F.F., 4 R.F.)
5- #7x37’-3"
(1 F.F., 4 R.F.)
3"
9- 604a F.F.
6"
Optional Keyway
Constr. Joint
5-604a F.F.
5-604a F.F.5-604a F.F.5-604a F.F.
9- 604a F.F.
9- 604a F.F.9- 604a F.F.
40- #6x6’-0"
(Thru Beam Ends,
2 Ea. Beam, 20 Beams)
12- #7x3’-0" F.F.
(3 Ea. Beam Spa.,
4 Beam Spa.)
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
For Sections B-B and C-C, see Sheet No.36.
afishburn 9:15:42 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.12.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
36 49
2/06/2009
3
E
q
u
a
l
S
p
a
.
@
1
’-
0
"
Ma
x
.
(
S
p
a
.
#
7
C
o
n
t
in
u
o
u
s
,
R
.F
.)
4
"
1’-
2
"
Va
r
ie
s
-
3
’-
0
"
M
in
.
V
a
r
ie
s
3
"
3’-6"
1’-9"1’-9"
3’-6"
1’-9"1’-9"
9"1’-0"
1’-4"
2" Cl.
(Typ.)
R.F.
F.F.
#6 Through BeamsPrestressing
Strand
#7x2’-0"
599a
605a
#7
Bent And Piles
Optional Type A
Construction Joint
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
SECTION C-C
3
E
q
u
a
l
S
p
a
.
@
1
’-
0
"
Ma
x
.
(
S
p
a
.
#
7
C
o
n
t
in
u
o
u
s
,
R
.F
.)
4
"
1’-
2
"
Va
r
ie
s
-
3
’-
0
"
M
in
.
V
a
r
ie
s
3
"
3’-6"
1’-9"1’-9"
3’-6"
1’-9"1’-9"
9"1’-0"
2" Cl.
(Typ.)
R.F.F.F.
#6 Between Beams
599a
605a
#7
Bent And Piles
Optional Type A
Construction Joint
#5
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
SECTION B-B
2"x12" Keyway Construction
Joint Between Beams
#7 Between Beams
604a
2
’-
6
"
M
in
.
La
p
2’-6"2’-6"
3’-6"
1’-9"1’-9"
3" Expanded
Polystyrene
#5 8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
3
’-
0
"
Va
r
ie
s
SECTION D-D
2’-6"2’-6"
3’-6"
1’-9"1’-9"
3" Expanded
Polystyrene Elastomeric
Bearing Pad
5"
(Typ.)
8
"
C
la
s
s
C
C
o
n
c
r
e
t
e
S
la
b
3
’-
0
"
Va
r
ie
s
SECTION E-E
507a
2" Cl.
(Typ.)
1’-2"1’-2"1’-2"
3"x14" Keyway.
On Sides And Bottom.
Bond With Suitable Adhesive.
#4
#5
#4
#6
Varies Varies Varies Varies
#5
#6
1’-4"
#5 Between
Beams
#6 Through
Beams
#6 Through
Beams
#8x3’-0"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
For location of Sections B-B & C-C, see Sheets No.34 and 35.
For location of Sections D-D & E-E, see Sheet No.28.
Hatched areas indicate portion of bent poured with substructure,
see Sheets No.9-12 and No.17-20.
afishburn 9:15:45 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.13.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
PARTIAL PLAN
LEGEND
Showing Multi-Use Path Dimensions And Architectural Finishes
RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
37 49
2/06/2009
3
9
’-
7
18
"
1
0
’-
9
3
16
"
3
4
’-
4
"
1
9
’-
1
0
18
"
2’-6"2’-6"
1’-03
8"1’-03
8"
104’-63
4" O - O Bridge Floor
R
13
0
’-
0
"
R
16
7’-
6"
P
P
P
R
R
R
R
R
Q
Q
Q
Q
Q
Q
Q
O
S
1’-0
"
R 40’-0"
R20’-0"
R
116
’-
0
"
R30’-0"
R
1
2
6
’
-
0
"
P.C.C.
P.C.C.
P.C.C.
1
4
’-
8
3
16
"
14
’-
1
7
8
"
1
8
’-
8
7
16
"
1
0
1’-
8
9
16
"
2
7
’-
1
14
"
1
2
’-
3
"
9
’-
7
5
8
"
R
13
2
’-
6
"
1’-
0"
8
’-
0
"
1’-
0"
10’-
0"
3
’-
7
13
16
"
7
4
’-
4
111
6
"
1
2
’-
6
5
8
"
7
’-
1
0
"
6’-6516"
3
2
’-
1
0
5
8
"
23’-1"
22’-11"
O
P
Q
R
S
NOTE :
For more information on Architectural Finishes
on sidewalks and curbs, see the Special Provisions.
1’-
0"
afishburn 9:15:50 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.14.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
LEGEND
Showing Multi-Use Path Dimensions And Architectural Finishes
RMC
PARTIAL PLAN
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
38 49
2/06/2009
R
1
6
7
’-
6
"
R
76’-6"
R
14
0
’-
0
"
2’-6"2’-6"
1’-03
8"1’-03
8"
104’-634" O - O Bridge Floor
P.C.C.
R
1
3
2
’-
6
"
R
1
2
6
’-
0
"
R
3
0
’-0"R
1
1
6
’
-
0
"
R
10’-0"
P.C.C.
P.C.C.
P.C.C.
P.C.C.
P.C.C.
S
Q
P
P
P
R
R R
R
R
Q
Q
Q
Q
Q
Q
O
S
O
4
’-
9
3
1
6
"
12
’-
2
7
8
"
7
’-
10
1
8
"
2
7
’-
3
3
4
"
9
’-
1
1
5
1
6
"
8
’-
1
7
16
"
1
’-
0
"
8
’-
0
"
1
’-
0
"
1
0
’-
0
"
9’-81
16"
5
’-
5
1
16
"
8
’-
4
1
16
"
1
0
’-
10
5
8
"
6
’-
4
3
8
"
R
83’-0"
4
6
’-
9
9
1
6
"
2
3
’-
2
116
"
14’-8"
22’-41
4"
R
9
3’-
0"
2’-75
16"
3
1
’-
2
11
1
6
"
9
’-
1
1
9
16
"
15’-338"
13’-6316"
R
40
’-0
"
O
P
Q
R
S
NOTE :
For more information on Architectural Finishes
on sidewalks and curbs, see the Special Provisions.
2
4
’-
1
0
18
"
9
4
’-
9
3
4
"
3
3
’-
1
0
7
8
"
afishburn 9:15:54 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.15.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC ALF
MSPMSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
39 49
2/06/2009
1’-1"1’-1"
61
2"
1’-1"1’-1"
61
2"61
2"61
2"1" Square Spindle
(Typ.)
2"x3" Steel
Tubing (Typ.)
8
"
1
’-
6
"
4
’-
6
"
2
’-
9
"
1’-
9
"
1’-
7
"
3
"
2
"
3"3"
9"9"9"9"
Pattern (Typ.)
36-#4x34’-3" (6 Lines E.F.,
3 Each Line, 1’-11" Min. Lap)
300-481a (150 E.F.)Top Of Deck Slab
Top Of Sidewalk
Bottom Of Deck Slab
PARTIAL ELEVATION - NORTH COPING F.F. RAILING
Bent No.1 End
6
"
A AA
150-482a
C3x5
Channel (Typ.)
314"31
4"
SECTION F-F
1’-
6
116
"
2
’-
9
"
2
’-
3
"
1’-
7
"
1’-
5
"
1
"
2
"
3
"1
"
6
"
1
’-
6
3
8
"
5
5
8
"
4
’-
1
1
"
1
’-
9
"
6
"
3
"
8
"
4
’-
3
"
3
"
1’-4"
1’-2"
7"7"
2"
2"
1
2"
4" Cl.
4" Cl.
481a
482a
2"x3" Steel
Tubing
1" Square Spindle
2"
2"x3" Steel
Tubing
1’-
6
116
"
2
’-
9
"
2
’-
3
"
1’-
7
"
1’-
5
"
1"
2
"
3
"1
"
482a
4" Cl.
481a8
"
4
’-
3
"
3
"
3
"
1" Square Spindle
SECTION G-G
4
’-
1
1
"
1
’-
9
"
6
"
6"
Cl.
1’-4"
7"9"
1’-6"
Scale - 3/4" = 1’-0"
Scale - 3/4" = 1’-0"
4
"
2
"
2
"
4
"
1
’-
6
"
1’-
4
7
16
"
1
’-
4
9
16
"
4
7
1
6
"
1
’-
0
"
1
’-
0
"
4
9
16
"
F.F.R.F.
1
’-
6
"
2
’-
9
"
R.F.F.F.
5
S
p
a
.
@
9
"
=
3
’-
9
"
5
S
p
a
.
@
9
"
=
3
’-
9
"
ORNAMENTAL HANDRAIL BASE PLATE DETAILS
Anchor
Top Of Concrete Rail
Elevation Plan
1’-3"
41
2"6"41
2"
11"2"2"
7
"
3
12
"
3
12
"
2"x3" Steel
Tubing (Typ.)
Typ.
Scale : 1" = 1’-0"
NOTES :
For Architectural Finishes on concrete and metal railing, see the Special Provisions.
Denotes Architectural Finish.A
C3x5
Channel
C3x5
Channel
20 Spa. @ 5" = 8’-4"
Bent No.1 End
Bent No.3 End
PARTIAL PLAN - NORTH COPING RAILING
6
"
1
’-
6
3
8
"
5
5
8
"
F
F
G
G
Bent No.3 End
R
13
0
’-
0
"
R
13
0
’-
2
"
2
"
(Ty
p
.)
1’-
2
"
F.F. Concrete Railing
R.F. Concrete RailingR
13
1’-
4
"
R
13
0
’-
9
"
1’-6"
1’-6"
1’-5116"
1’-5
5
16"
1
’-
7
1
2
"
1’-7
14"
Steel Railing
North Coping Line
9’-11" Typ. Interior Panel (8 Req’d.)
17 Spa. @ 5" = 7’-1"17 Spa. @ 5" = 7’-1"33
8"33
8"33
8"338"
10’-0" Typ. Interior Panel (8 Req’d.)
1’-6"412"41
2"1’-6"61316"
7’-438"613
16"1’-6"41
2"412"1’-6"
2
"
7
"
7
"
Air Vent For Galvanizing To Be
Located On Rear Face Of Tube
afishburn 9:15:58 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.16.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
RMC ALF
MSPMSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
40 49
2/06/2009
1’-1"1’-1"
61
2"
1’-1"1’-1"
61
2"61
2"61
2"
1" Square Spindle
(Typ.)
2"x3" Steel
Tubing (Typ.)
8
"
1
’-
6
"
4
’-
6
"
2
’-
9
"
1’-
9
"
1’-
7
"
3
"
2
"
3"3"
9"9"9"9"
Pattern (Typ.)
36-#4x35’-9" (6 Lines E.F.,
3 Each Line, 1’-11" Min. Lap)
312-481a (156 E.F.)Top Of Deck Slab
Top Of Sidewalk
Bottom Of Deck Slab
PARTIAL ELEVATION - SOUTH COPING F.F. RAILING
Bent No.3 End
6
"
A AA
156-482a
C3x5
Channel (Typ.)
314"31
4"
SECTION H-H
1’-
6
116
"
2
’-
9
"
2
’-
3
"
1’-
7
"
1’-
5
"
1
"
2
"
3
"1
"
6
"
1
’-
6
3
8
"
5
5
8
"
4
’-
1
1
"
1
’-
9
"
6
"
3
"
8
"
4
’-
3
"
3
"
1’-4"
1’-2"
7"7"
2"
2"
1
2"
4" Cl.
4" Cl.
481a
482a
2"x3" Steel
Tubing
1" Square Spindle
2"
2"x3" Steel
Tubing
1’-
6
116
"
2
’-
9
"
2
’-
3
"
1’-
7
"
1’-
5
"
1"
2
"
3
"1
"
482a
4" Cl.
481a8
"
4
’-
3
"
3
"
3
"
1" Square Spindle
4
’-
1
1
"
1
’-
9
"
6
"
6"
Cl.
1’-4"
7"9"
1’-6"
Scale - 3/4" = 1’-0"
Scale - 3/4" = 1’-0"
4
"
2
"
2
"
4
"
1
’-
6
"
1’-
4
7
16
"
1
’-
4
9
16
"
4
7
1
6
"
1
’-
0
"
1
’-
0
"
4
9
16
"
F.F.R.F.
1
’-
6
"
2
’-
9
"
R.F.F.F.
5
S
p
a
.
@
9
"
=
3
’-
9
"
5
S
p
a
.
@
9
"
=
3
’-
9
"
ORNAMENTAL HANDRAIL BASE PLATE DETAILS
Anchor
Top Of Concrete Rail
Elevation Plan
1’-3"
41
2"6"41
2"
11"2"2"
7
"
3
12
"
3
12
"
2"x3" Steel
Tubing (Typ.)
Typ.
Scale : 1" = 1’-0"
NOTES :
For Architectural Finishes on concrete and metal railing, see the Special Provisions.
Denotes Architectural Finish.A
C3x5
Channel
C3x5
Channel
20 Spa. @ 5" = 8’-4"
Bent No.3 End
Bent No.1 End
PARTIAL PLAN - SOUTH COPING RAILING
6
"
1
’-
6
3
8
"
5
5
8
"
Bent No.1 End
10 Spa. @ 5" = 4’-2"
R
14
0
’-
0
"
R
14
0
’-
2
"
R
14
1’-
4
"
R
14
0
’-
9
"
R.F. Concrete Railing
F.F. Concrete Railing
North Coping Line
Steel Railing 1’-10
3 4"
1’-
6
"
1’-6"1’-6"
1’-814"
1’-4"
2
"
(
Typ
.)
103’-5Æ" O.-O. Concrete Railing (Along F.F. Railing)
6’-5" End Panel @ Bent No.3 9’-11" Typ. Interior Panel (9 Req’d.)6’-5" End Panel @ Bent No.1
33
4"33
4"
10 Spa. @ 5" = 4’-2"
1’-6"412"41
2"1’-6"61316"
7’-438"613
16"1’-6"41
2"412"1’-6"
2
"
1’-
2
"7
"
7
"
6’-8" End Panel @ Bent No.3 10’-0" Typ. Interior Panel (9 Req’d.)6’-8" End Panel @ Bent No.1
H
H
Air Vent For Galvanizing To Be
Located On Rear Face Of Tube
afishburn 9:16:03 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.17.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
F
F
G
G
H
H
SUPERSTRUCTURE DETAILS
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
41 49
2/06/2009
CARMEL DRIVE
ELEVATION - NORTH COPING R.F. RAILING
Bent No.3 North Bent No.1 North
Pier No.2 North
CARMEL DRIVE
ELEVATION - SOUTH COPING R.F. RAILING
Bent No.1 South Bent No.3 South
Pier No.2 South
Seal Of The
City Of Carmel
(2’-0" Dia.)
2’-0" Dia.
(Typ.)
Axis Of Rotation (Typ.)
(Typ.)
4
’-
3
"
1
’-
6
"
2
’-
9
"
1
’-
4
12
"
1
’-
4
12
"
8
"
De
c
k
Seal Of The
City Of Carmel
(2’-0" Dia.)
2’-0" Dia.
(Typ.)
Axis Of Rotation (Typ.)
(Typ.)
4
’-
3
"
1’-
6
"
2
’-
9
"
1
’-
4
12
"
1
’-
4
1
2
"
8
"
D
e
c
k
NOTES :
For Sections F-F and G-G, see Sheet No.39.
For Architectural Finishes on concrete and metal railings,
see the Special Provisions.
Concrete Railng Pilaster Spa.
(Along R.F. Railing)
Concrete Railng Pilaster Spa.
(Along R.F. Railing)
96’-41
2" (Along R.F. Railing)
2’-0"2’-0"
78"34"78"
2’-0"
4’-6"Æ"
2’-0"
2’-53
4"
(Typ.)
4’-111
2"
(Typ.)
2’-53
4"
(Typ.)
2’-81
8"4’-111
2"4’-111
2"
100’-65
8" (Along R.F. Railing)
19’-812"19’-1114"
2 Spa. 9’-11" = 19’-10"5 Spa. @ 9’-11" = 49’-7"2 Spa. @ 9’-11" = 19’-10"
2’-534"
(Typ.)
4’-1112"
(Typ.)
2’-534"
(Typ.)
afishburn 9:16:07 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.18.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
COPING OFFSETS - NORTH COPING LINE
COPING OFFSETS - SOUTH COPING LINE
RMC
MSP
ALF
SUPERSTRUCTURE DETAILS
RMC
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
42 49
2/06/2009
50’-
5 1
8"
4
’-2
116"
3’-
8 1
4"
9 Spa. @
5’-
0"
=
45’-
0"
3
’-3
916"
2
’-7
12"
2’-1
34"
1’-10
38"
1’-9
516"
1’-10
12"
2’-2
116"
2’-7
78
"
3’-4
18"
3
’-
7
34"
1’-65
8"
9 Spa. @ 5’-0" = 45’-0"
3’-81
8"
2’-
10
"
1’-
9
1116"
1’-
7
"
1’-
6
58
"
1’-
8
916"
2
’-
0
1316"
2
’-
7
38
"
3
’-
4
38
"
2
’-
2
1116
"
4
’-
4
716"
50’-23
4"
4’-11
38
"
1’-
8 7
8"
3
’-7
12
"3
’-
7
58
"
R
130’-0"
54’-7916"
49’-11
3
8"
4’-0"
9 Spa. @ 5’-0" = 45’-0"
5’-7916"1’-31
2"
9 Spa. @ 5’-0" = 45’-0"
3’-7
7
8"
4
’
-
1
1
1
1
1
6
"
4
’-
15
1
6
"
3
’
-
2
5
1
6
"
2
’
-
5
5
8
"
1
’
-
1
11
8
"
1
’
-
6
3
4
"
1
’
-
4
9
1
6
"
1
’
-
4
1
2
"
1
’
-
6
9
1
6
"
1
’
-
1
0
1
3
1
6
"
2
’
-
5
1
4
"
3
’
-
3
1
8
"
R
1
4
0
’-
0
"
4
’-
4
78"
3’-
8
12"
2
’-
10
1516"
2
’-
3
58
"
1’-
10
716"
1’-
7
716"
1’-
6
916"
1’-7
78"
1’-
11516"
2’-
4
78"
3’-
0
1116"
3
’-
3
116"
afishburn 9:16:11 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.19.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
SUPERSTRUCTURE DETAILS
NONE
RMC
MSP
ALF
MSP/DAD
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
43 49
2/06/2009
V
a
r
ie
s
X
X
F
ille
t
ELEVATION SECTION X-X
No Scale No Scale
Bottom Of Slab
Top Of Beam And
Bottom Of Fillet
599a x 2’-0"
1
’-
1
12
"
1
0
"
1
0
1
2
"
405a x 3’-6"
10"10"
3’-2"
3
’-
3
"
507a x 11’-4"
2
’-
8
"
1’-6"
6"
4
’-
0
"
3
’-
9
"
1’-0"
604a x 4’-9"
1’-
6
"
2
’-
0
"
1’-0"6’-0"
2’-3
"
605a x 9’-9"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated, unless otherwise noted.
No Scale
B
e
n
t
N
o
.1
0
.
0
0
0
’
P
ie
r
N
o
.
2
0
.
0
0
0
’
B
e
n
t
N
o
.
3
0
.
0
0
0
’
Span A Span B
0
.0
1
4
’
0
.
0
3
0
’
0
.
0
0
8
’
0
.
0
0
8
’
0
.0
1
4
’
51’-3"51’-3"
6"
404a x 2’-2"
8
"
6"
406a x 16’-3"
15’-9"
481a x 4’-2"
482a x 8’-6"
1
’-
4
"
NOTE :
Bridge Seat Elevations were calculated using design camber and dead load deflection
bottom of slab elevation at centerline of span.
31
2"
B
C
N
D
L
A
1 Bar Cuts 2
B NLACDMark
401a 23’-6"45’-3"18’-3"
402a 31’-9"46’-6"25’-3"
403a 20’-9"33’-6"17’-3"9’-0"11’-9"
501a 24’-6"229’-0"15’-6"12’-2"12’-4"
502a 13’-6"204’-9"8’-9"
503a 8’-0"133’-3"4’-9"3’-11Ø"
6’-9"
504a 11’-6"253’-6"8’-0"
505a 9’-3"223’-3"6’-0"
506a 16’-9"206’-0"10’-9"
601a 29’-0"1610’-6"18’-6"
602a 14’-0"163’-9"10’-3"
603a 24’-0"238’-0"16’-0"11’-11"12’-1"
407a 25’-6"133’-6"22’-0"
408a 15’-9"163’-0"12’-9"
409a 13’-3"133’-0"10’-3"
3’-9"9 Spa. @ 5’-0" = 45’-0"2’-6"2’-6"9 Spa. @ 5’-0" = 45’-0"3’-9"
0
.
0
4
4
’
0
.
0
5
3
’
0
.
0
5
7
’
0
.
0
5
6
’
0
.
0
5
0
’
0
.
0
3
9
’
0
.
0
2
5
’
0
.
0
2
5
’
0
.
0
3
9
’
0
.
0
5
0
’
0
.
0
5
6
’
0
.
0
5
7
’
0
.
0
5
3
’
0
.
0
4
4
’
0
.
0
3
0
’
SUPERSTRUCTURE
BILL OF MATERIALS
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. of Length
(Feet)
Weight
(Lbs.)
SUPERSTRUCTURE
BILL OF MATERIALS
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. of Length
(Feet)
Weight
(Lbs.)
#8 20 3’-0"
Total No. 8 161
#7 25 37’-3"
#7 30 36’-3"
#7 156 19’-0"
#7 1 18’-0"
#7 1 13’-3"
#7 12 9’-9"
#7 1 9’-3"
#7 84 7’-0"
#7 3 4’-3"
#7 21 3’-0"
#7 40 2’-0"
Total No. 7 12027
601a 32 29’-0"
602a 32 14’-0"
603a 46 24’-0"
604a 354 4’-9"
605a 377 9’-9"
#6 140 37’-9"
#6 4 33’-9"
#6 89 30’-0"
#6 29 23’-0"
#6 18 21’-0"
#6 160 19’-0"
#6 1 15’-6"
#6 96 14’-9"
#6 1 11’-3"
#6 8 10’-0"
#6 4 8’-6"
#6 1 7’-6"
#6 56 6’-9"
#6 160 6’-0"
Total No. 6 34418
501a 44 24’-6"
502a 40 13’-6"
503a 26 8’-0"
504a 50 11’-6"
505a 44 9’-3"
506a 40 16’-9"
507a 134 11’-4"
599a 366 2’-0"
#5 1366 40’-0"
#5 661 36’-6"
#5 92 36’-0"
#5 18 29’-0"
#5 69 28’-0"
#5 816 25’-6"
#5 67 25’-0"
#5 30 19’-0"
#5 140 17’-6"
#5 78 7’-0"
#5 24 4’-0"
#5 12 3’-9"
Total No. 5 121459
401a 4 23’-6"
402a 4 31’-9"
403a 3 20’-9"
404a 528 2’-2"
405a 316 3’-6"
406a 316 16’-3"
407a 13 25’-6"
408a 16 15’-9"
409a 13 13’-3"
481a 612 4’-2"
482a 306 8’-6"
#4 88 38’-0"
#4 194 37’-0"
#4 36 35’-9"
#4 10 35’-0"
#4 36 34’-3"
#4 22 33’-3"
#4 22 31’-9"
#4 234 31’-0"
#4 22 30’-6"
#4 12 29’-6"
#4 10 28’-9"
#4 12 28’-3"
#4 22 27’-3"
#4 12 26’-0"
#4 12 25’-6"
#4 15 24’-6"
#4 40 24’-3"
#4 660 23’-3"
#4 26 22’-6"
#4 22 20’-9"
#4 1 20’-0"
#4 12 19’-0"
#4 9 18’-9"
#4 1 18’-6"
#4 18 17’-6"
#4 10 16’-0"
#4 9 15’-6"
#4 10 14’-3"
#4 86 13’-6"
#4 9 12’-3"
#4 10 12’-0"
#4 1 11’-3"
#4 1 9’-6"
#4 1 7’-6"
#4 1 6’-9"
#4 1 6’-3"
#4 1 6’-0"
#4 14 4’-9"
#4 2 4’-6"
#4 1 4’-3"
#4 1 4’-0"
#4 1 3’-0"
#4 1 2’-0"
#4 1 1’-6"
Total No. 4 39389
Total Epoxy Coated Reinforcing Steel 207454
Concrete
Pour No. 1 70.9 Cys.
Pour No. 2 41.5 Cys.
Pour No. 3 14.6 Cys.
Pour No. 4 82.6 Cys.
Pour No. 5 82.6 Cys.
Pour No. 6 26.8 Cys.
Pour No. 7 97.6 Cys.
Pour No. 8 97.6 Cys.
Pour No. 9 31.7 Cys.
Pour No. 10 50.2 Cys.
Pour No. 11 45.4 Cys.
Pour No. 12 11.9 Cys.
Pour No. 13 135.0 Cys.
Pour No. 14 39.9 Cys.
Pour No. 15 136.3 Cys.
Total Class "C" in Superstructure 964.6 Cys.
Concrete Railing Class "C"38.3 Cys.
Miscellaneous
Surface Seal 9420 Sft.
Masonry Coating 1460 Sft.
Ornamental Handrail 201 Lft.
Concrete Structural Members 2054 Lft.
2" PVC Pipe Conduit 211 Lft.
Concrete Imprinting 9483 Sft.
Concrete Staining 224 Sft.
Formliner, Bridge Rail, Front Face 203 Lft.
Formliner, Bridge Rail, Rear Face 203 Lft.
afishburn 9:16:22 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SST.20.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
AA
B
B
B
B
PLAN AT BENT NO.1 E.B.L.
Min. Lap
DSH DSH
R.C. BRIDGE APPROACH DETAILS
1/4" = 1’-0", U.N.
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
44 49
2/06/2009
Line "CAR
-BR
-CL"
Line "ECD-OCL-2"
Line "CAR
-BR
-CL"
22-#4x25’-9" (Top)
11-#5x25’-9" (Bottom)
15-#4x25’-9" (Top)
8-#5x25’-9" (Bottom)
3
6
-4
90
(Top
)
7
1-59
0
(Bottom
)18
-4
01 (1 Bar Cu
ts 2
, Top)
3
5
-5
01 (1 Bar Cu
ts 2
, Bo
ttom
)
1-#4x2’-6" (Top)
1-#4x5’-0" (Top)
1-#5x5’-0" (Bottom)
1-#4x9’-6" (Top)
1-#5x9’-6" (Bottom)
1-#4x7’-3" (Top)
1-#4x6’-3" (Top)
1-#5x6’-3" (Bottom)
1-#4x3’-6" (Top)
1-#4x9’-0" (Top)
1-#4x35’-6" (Top)
1-#5x35’-6" (Bottom)
1-#4x20’-0" (Top)
1-#4x17’-3" (Top)
1-#5x17’-3" (Bottom)
1-#4x14’-6" (Top)
1-#4x11’-9" (Top)
1-#5x11’-9" (Bottom)
1-#4x24’-6" (Top)
1-#5x24’-6" (Bottom)
1-#4x22’-0" (Top)
1-#4x19’-3" (Top)
1-#5x19’-3" (Bottom)
1-#4x16’-9" (Top)
1-#4x14’-3" (Top)
1-#5x14’-3" (Bottom)
1-#4x12’-0" (Top)
9"
Pvm’t.Le
dge
Concrete Curb
Concrete Curb
R
4
1.
0
0
’
R
1
6
8.
0
0
’
30 Spa. @ 1’-0" = 30’-0" (Spa. #4, Top)
15 Spa. @ 2’-0" = 30’-0" (Spa. #5, Bottom)
1’-0"3"
P.R.C. 30+54.45 "ECD-OCL-2"
R
7
7
.
0
0
’
16’-0" (Along F.F. Curb)
4
8
’-4
14"
7
58"
7
1316"
4
9’-7
1116"
3
6
’-
0
"
4
1
’-
0
"
6
"
3
"
6
"
3
"
P.O.T. 30+49.14 "CAR-BR-CL"
P.O.T. 30+00.00 "CAR-BR-CL"
#4
#5 2’-0"
1’-7"
3
5
S
p
a
.
@
1
’-
0
"
Ma
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
4
,
T
o
p
)
7
0
S
p
a
.
@
6
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
5
,
B
o
t
t
o
m
)
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated.
Surface Seal all exposed surfaces of the approaches.
For Sections A-A and B-B, see Sheet No.48.
For Type IA Joint Installation Details, see Standard Drawing E724-BJTS-01.
afishburn 9:16:25 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.APR.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
PLAN AT BENT NO.3 E.B.L.
DSH DSH
R.C. BRIDGE APPROACH DETAILS
1/4" = 1’-0", U.N.
B
B
AA
B
B
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
45 49
2/06/2009
8-#5x19’-0" (Bottom)
16-#4x19’-0" (Top)
17-#4x19’-0" (Top)
9-#5x19’-0" (Bottom)
Line "CAR-BR-CL"
Line "ECD-OCL-2"
1’-0"3"16 Spa. @ 1’-0" = 16’-0" (Spa. #4, Top)
8 Spa. @ 2’-0" = 16’-0" (Spa. #5, Bottom)
R
1
6
8
.
0
0
’
1-#4x15’-6" (Top)
1-#4x35’-6" (Top)
1-#5x35’-6" (Bottom)
1-#4x13’-3" (Top)
1-#5x13’-3" (Bottom)
6
"
3
"
6
"
3
"
3
5
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
4
,
T
o
p
)
7
0
S
p
a
.
@
6
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
5
,
B
o
t
t
o
m
)
3
6
’-
0
"
3
5
’-
0
7
16
"
6
"
6
"
3
6
’-
0
7
16
"
3
6
-
4
9
0
(
To
p
)
7
1
-
5
9
0
(
B
o
t
t
o
m
)
1
8
-
4
0
2
(
1
Ba
r
C
u
t
s
2
,
To
p
)
3
5
-
5
0
2
(
1
B
a
r
C
u
t
s
2
,
B
o
t
t
o
m
)
R
13
5
.
0
0
’
16’-0" (Along F.F. Curb)
P.O.T. 31+73.93 "CAR-BR-CL"
P.O.T. 31+53.70 "CAR-BR-CL"
#4
#5 2’-0"
1’-7"
Concrete Curb
Concrete Curb
9" Pvm’t.
Ledge
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated.
Surface Seal all exposed surfaces of the approaches.
For Sections A-A and B-B, see Sheet No.48.
For Type IA Joint Installation Details, see Standard Drawing E724-BJTS-01.
afishburn 9:16:29 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.APR.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
DSH DSH
R.C. BRIDGE APPROACH DETAILS
Min. Lap
1/4" = 1’-0", U.N.
PLAN AT BENT NO.1 W.B.L.
AA
B
B
B
B
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
46 49
2/06/2009
3
5
S
p
a
.
@
1
’-
0
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
4
,
T
o
p
)
7
0
S
p
a
.
@
6
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
5
,
B
o
t
t
o
m
)
6
"
6
"
3
"
3
"
16-#4x19’-3" (Top)
8-#5x19’-3" (Bottom)
20-#4x19’-3" (Top)
10-#5x19’-3" (Bottom)
1-#4x17’-0" (Top)
1-#5x17’-0" (Bottom)
1-#4x12’-0" (Top)
1-#4x14’-0" (Top)
1-#5x14’-0" (Bottom)
1-#4x4’-0" (Top)
1-#5x4’-0" (Bottom)
1-#4x9’-0" (Top)
1-#4x7’-0" (Top)
1-#5x7’-0" (Bottom)
1-#4x35’-6" (Top)
1-#5x35’-6" (Bottom)
3
6
-
4
9
0
(
T
o
p
)
7
1
-
5
9
0
(
B
o
t
t
o
m
)
1
8
-
4
0
3
(
1
B
a
r
C
u
t
s
2
,
T
o
p
)
3
5
-
5
0
3
(
1
B
a
r
C
u
t
s
2
,
B
o
t
t
o
m
)
3
5
’-
5
1
1
1
6
"
6
1
8
"
6
1
1
6
"
Line "ECD-OCL-5"
P.C. 30+34.71 "ECD-OCL-5"
P.O.T. 30+18.74 "CAR-BR-CL"
P.O.T. 30+49.14 "CAR-BR-CL"
3
2
’-
8
Ł
"
3
6
’-
0
"
3
6
’
-
5
7
8
"
Line "CAR-BR-CL"Line "CAR-BR-CL"
R
13
2
.0
0
’
16’-0" (Along F.F. Curb)
(Along F.F. Curb)
(Along R.F. Curb)
3"22 Spa. @ 1’-0" = 22’-0" (Spa. #4, Top)
11 Spa. @ 2’-0" = 22’-0" (Spa. #5, Bottom)
13’-65
16"
R
1
6
8
.
0
0
’
9" Pvm’t.
Ledge
#4
#5 2’-0"
1’-7"
Concrete Curb
Concrete Curb
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated.
Surface Seal all exposed surfaces of the approaches.
For Sections A-A and B-B, see Sheet No.48.
For Type IA Joint Installation Details, see Standard Drawing E724-BJTS-01.
afishburn 9:16:32 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.APR.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
AA
B
B
B
B
Min. Lap
PLAN AT BENT NO.3 W.B.L.
DSH DSH
R.C. BRIDGE APPROACH DETAILS
1/4" = 1’-0", U.N.
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
47 49
2/06/2009
17-#4x23’-3" (Top)
9-#5x23’-3" (Bottom)
33-#4x23’-3" (Top)
17-#5x23’-3" (Bottom)
36-490 (Top)
71-590 (Bottom)
18-404 (1 Bar Cuts 2, Top)
35-504 (1 Bar Cuts 2, Bottom)
R
13
2
.0
0
’
R
168.00’
1-#4x22’-3" (Top)
1-#4x21’-0" (Top)
1-#5x21’-0" (Bottom)
1-#4x19’-9" (Top)
1-#4x18’-6" (Top)
1-#5x18’-6" (Bottom)
1-#4x17’-0" (Top)
1-#4x15’-9" (Top)
1-#5x15’-9" (Bottom)
1-#4x14’-6" (Top)
1-#4x13’-3" (Top)
1-#5x13’-3" (Bottom)
1-#4x11’-9" (Top)
1-#4x10’-6" (Top)
1-#5x10’-6" (Bottom)
1-#4x35’-6" (Top)
1-#5x35’-6" (Bottom)
1-#4x9’-3" (Top)
1-#4x7’-9" (Top)
1-#5x7’-9" (Bottom)
1-#4x6’-6" (Top)
1-#4x5’-3" (Top)
1-#5x5’-3" (Bottom)
1-#4x3’-9" (Top)
1-#4x22’-0" (Top)
1-#4x20’-9" (Top)
1-#5x20’-9" (Bottom)
1-#4x19’-6" (Top)
1-#4x18’-0" (Top)
1-#5x18’-0" (Bottom)
1-#4x16’-6" (Top)
1-#4x15’-3" (Top)
1-#5x15’-3" (Bottom)
1-#4x13’-9" (Top)
1-#4x12’-6" (Top)
1-#5x12’-6" (Bottom)
1-#4x11’-0" (Top)
1-#4x8’-3" (Top)
1-#4x6’-9" (Top)
1-#5x6’-9" (Bottom)
1-#4x5’-3" (Top)
1-#4x3’-9" (Top)
1-#5x3’-9" (Bottom)
1-#4x2’-3" (Top)
1-#4x9’-6" (Top)
1-#5x9’-6" (Bottom)
P.O.T. 31+53.70 "CAR-BR-CL"
46 Spa. @ 1’-0" = 46’-0" (Spa. #4, Top)
23 Spa. @ 2’-0" = 46’-0" (Spa. #5, Bottom)1’-0"
40’-101516"
634"
738"
42’-1116"
3
6
’-
0
"
3
5
S
p
a
.
@
1
’-
0
"
Ma
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
4
,
T
o
p
)
7
0
S
p
a
.
@
6
"
M
a
x
.
=
3
4
’-
6
"
(
S
p
a
.
#
5
,
B
o
t
t
o
m
)
6
"
6
"
3
"
3
"
P.O.T. 32+11.44 "CAR-BR-CL"
16’-0" (Along F.F. Curb)
15’-7" (Along R.F. Curb)
Concrete Curb
Concrete Curb
Li
ne "
CA
R-
BR-
C
L"
Li
ne "
CA
R-
B
R-
C
L"
Line "ECD-OCL-5"
9" Pvm’t.Ledge
#4
#5 2’-0"
1’-7"
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated.
Surface Seal all exposed surfaces of the approaches.
For Sections A-A and B-B, see Sheet No.48.
For Type IA Joint Installation Details, see Standard Drawing E724-BJTS-01.
afishburn 9:16:35 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.APR.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
Min. Lap
SECTION A-A
R.C. BRIDGE APPROACH DETAILS
R.C. BRIDGE APPROACH
BENT NO.3 W.B.L.
BILL OF MATERIALS
R.C. BRIDGE APPROACH
BENT NO.1 W.B.L.
BILL OF MATERIALS
R.C. BRIDGE APPROACH
BENT NO.3 E.B.L.
BILL OF MATERIALS
R.C. BRIDGE APPROACH
BENT NO.1 E.B.L.
BILL OF MATERIALS
SECTION B-B
1 Bar Cuts 2
DSH DSH
1/4" = 1’-0", U.N.
MSP MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
07-08C
CITY OF CARMEL
48 49
2/06/2009
#4
#5 2’-0"
1’-7"
6
"
2
"
C
l.
1
’-
0
"
AMark Length
A
490 15’-8"
15’-8"590
16’-2"
16’-3"
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
35
71
Total No.5
Total Epoxy Coated Reinforcing Steel
Concrete
Sys.
Miscellaneous
Surface Seal Sft.
27’-6"
16’-3"
27’-4"18
55 Lft.
6"
1’-
6
"
6
"
#4
#5
4" Min.
Embedment
Reinforced Concrete
Bridge Approach
Scale: 1" = 1’-0"
1’-
0
"
501
590
1 19’-3"
1 24’-6"
1 14’-3"
#5
#5
#5
#5 1 11’-9"
#5 1 9’-6"
17’-3"1#5
401
490 36 16’-2"
1 24’-6"
1 22’-0"
1 20’-0"
1 19’-3"
1 17’-3"
#4
#4
#4
#4
#4
Total No.4
2
"
F
ille
t
(
M
in
.
)
R.C. Bridge Approach, 12"
Cys.Dense Graded Subbase 17
B
C
D
L
A
2,867
4,388
590
490
2
1
2
"
C
l.
9" Pvm’t.
Ledge
1’-6"
2
"
C
l.
2
1
2
"
C
l.
1’-6"
490 (Top)
(Spa. @ 1’-0" Max.)
590 (Bottom)
(Spa. @ 6" Max.)
Or Line "ECD-OCL-2"
Or Line "ECD-OCL-5"
End Of R.C.
Bridge Approach
2- Layers Polyethylene
(Min. Thickness 6 Mils)
#5 (Bottom)
(Spa. @ 2’-0")
#4 (Top)
(Spa. @ 1’-0")
6" Dense
Graded Subbase
Polystyrene
Varies
#5 Bar (Billed
With Superstructure)
L A B C D N
18
18
18
18
35
35
35
35
Mark
401
402
403
404
501
502
503
504
N = No. Of Bars
19 25’-9"
1 35’-6"
#5
#5
#5 1 6’-3"
#5 1 5’-0"
#4
#4
1 35’-6"
37 25’-9"
1 16’-9"
1 14’-6"
1 14’-3"
1 12’-0"
1 11’-9"
#4
#4
#4
#4
#4
1 9’-6"
1 9’-0"
1 7’-3"
1 6’-3"
1 5’-0"
#4
#4
#4
#4
#4
1 3’-6"
1 2’-6"
#4
#4
1,521
35
71
Total No.5
7’-5"
16’-3"
502
590
1 13’-3"#5
1,862
17 19’-0"
1 35’-6"
#5
#5
6’-11"18402
490 36 16’-2"
1 15’-6"
1 13’-3"
#4
#4
#4
#4
1 35’-6"
33 19’-0"
Total Epoxy Coated Reinforcing Steel
Concrete
Sys.
Miscellaneous
Surface Seal Sft.
35 Lft.
Total No.4
R.C. Bridge Approach, 12"
Cys.Dense Graded Subbase 11
67
2,796
35
71 16’-3"
503
590
1 14’-0"
1 17’-0"
1 4’-0"
#5
#5
#5
7’-0"1#5
18 19’-3"
1 35’-6"
#5
#5
Total No.5 2,075
18403
490 36 16’-2"
1 17’-0"
1 14’-0"
1 12’-0"
1 9’-0"
1 7’-0"
#4
#4
#4
#4
#4
#4
#4
1 35’-6"
36 19’-3"
1 4’-0"#4
Total Epoxy Coated Reinforcing Steel
Concrete
Sys.
Miscellaneous
Surface Seal Sft.
40 Lft.
R.C. Bridge Approach, 12"
Cys.Dense Graded Subbase 12
3,129
Total No.4 1,054
35
71 16’-3"
504
590
1 20’-9"
1 21’-0"
1 18’-0"
#5
#5
#5
#5 1 15’-9"
#5 1 15’-3"
18’-6"1#5
26 23’-3"
1 35’-6"
#5
#5
Total No.5
33’-3"
18404
490 36 16’-2"
1 22’-3"
1 22’-0"
1 21’-0"
1 20’-9"
1 19’-9"
#4
#4
#4
#4
#4
#4
#4
1 35’-6"
50 23’-3"
1 19’-6"
1 18’-6"
1 18’-0"
1 17’-0"
1 16’-6"
#4
#4
#4
#4
#4
1 15’-9"
1 15’-3"
1 14’-6"
#4
#4
#4
Total Epoxy Coated Reinforcing Steel
Total No.4
33’-2"
Concrete
Sys.
Miscellaneous
Surface Seal Sft.
Lft.
R.C. Bridge Approach, 12"
Cys.Dense Graded Subbase 19
5"
4"
1"
8"27’-4"2’-0"
2’-3"
13’-4"14’-0"25’-4"
10"
2’-3"
2’-0"
2’-3"
2’-0"
2’-3"
2’-0"
6’-11"3’-5"3’-6"4’-11"
11’-4"9’-4"
33’-2"16’-2"17’-0"31’-2"
27’-6"13’-7"13’-11"25’-3"
7’-5"3’-8"3’-9"5’-2"
11’-9"9’-6"
33’-3"16’-5"16’-10"3’-0"
107
934
11’-9"
11’-4"
77
1 9’-6"
1 10’-6"
1 6’-9"
#5
#5
#5
#5 1 5’-3"
#5 1 3’-9"
7’-9"1#5
1 12’-6"
1 13’-3"
#5
#5
1 13’-9"
1 13’-3"
1 12’-6"
1 11’-9"
1 11’-0"
#4
#4
#4
#4
#4
1 10’-6"
1 9’-6"
1 9’-3"
1 8’-3"
1 7’-9"
#4
#4
#4
#4
#4
1 6’-9"
1 6’-6"
2 5’-3"
#4
#4
#4
2 3’-9"
1 2’-3"
#4
#4
118
5,114
1,843
3271
2" Clear
NOTES :
For reinforcing bar notes, see Standard Drawing E703-BRST-01.
All reinforcing steel to be epoxy coated.
Surface Seal all exposed surfaces of the approaches.
For location of Sections A-A and B-B, see Sheets No. 44-47.
For Type IA Joint Installation Details, see Standard
Drawing E724-BJTS-01.
1020
640
730
61
1120
afishburn 9:16:38 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.APR.05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
RMC
MSP
ALF
MSP
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
NONE
NONE
BRIDGE SUMMARY
07-08C
CITY OF CARMEL
REVISIONS
Total Of Reinf. Steel Carried To "Structure Quantities"
LOCATION
TO
W-BEAM GUARDRAIL LENGTH
STATION
FROM
STATION
TOTALS
S
TA
N
D
A
R
D
P
O
S
T
A
T
6
’-
3
S
P
A
.
RT.
OR
LT.
LIN. FT.
S
TA
N
D
A
R
D
P
O
S
T
A
T
_
_
_
_
S
P
A
.
LIN. FT.
S
TA
N
D
A
R
D
P
O
S
T
A
T
_
_
_
_
S
P
A
.
LIN. FT.
NE
S
TED
G
U
A
R
DR
A
IL
LIN. FT.
G
U
A
R
DR
A
IL
F
LA
R
E
R
A
TE
REMARKS
TYPE
TR
A
N
S
ITION
G
U
A
R
DR
A
IL
EACH TYPE EACH
G
U
A
R
DR
A
IL
END
TR
EATM
E
N
T
CURVED W-BEAM GUARDRAIL SYSTEM
TERMINAL
SYSTEM
TYPE EACH
CONNECTOR
SYSTEM
EACHTYPE LIN. FT.LIN. FT.
R
EMO
VE
G
U
A
R
DR
A
IL
G
U
A
R
DR
A
IL
R
E
S
E
T
RIGHTLOCATIONLEFT SINGLE DOUBLE
B
AC
K
F
IL
L
CU. YDS.
**
THICKNESS
A
LU
M
.
S
T
E
E
L
VE
LO
C
IT
Y
SYS.
R
IP
R
A
P
B
A
C
K
F
ILL
M
E
T
H
O
D
O
F
CU. YDS.
S
T
R
U
C
TU
R
E
DOWN
STREAM
ELEV.
STREAM
UP
ELEV.
FLOW LINE
FT.
C
O
V
E
R
S
KE
W
T
YP
ES
IZ
E
C
R
O
S
S
R
IG
H
T
DISTANCE
BEYOND
DESCRIPTION TONS
TACK COATMAINLINE
FILL
EXCAVATION (CYS.)
CUTR/W FT.FT.
LENGTH
%
GRADE
FT.
RADIIWIDTH
FT.
LOCATION
STATIONLT/RT
SODDING (SQ. YDS.)PAVED SIDE DITCH (LIN. FT.)
SOD
TOTAL
OTHERSHOULDERS
DITCHES
FOR
PSD
FOR
LENGTH
TOTAL PAY
LENGTH
PAY
WALLS
CUT OFF
LENGTH
PAY
LUGS
NO. OF
LENGTH
PAY
TYPE
LT.
OR
RT.STATION
TO
STATION
LE
F
T
INCHES
N
U
M
B
E
R
S
TR
U
C
TU
R
E
LOCATION
REMARKS
DESCRIPTION
P
IP
E
E
N
D
S
E
C
T
IO
N
EACH
R
EIN
F.
S
TE
E
L
LBS.
LEN
G
TH
FT.
IN
S
TR
S
.
C
O
NC
.
C
L
.
A
CU. YDS.CU. YDS.RT.
OR
LT.
EACHEACHLIN. FT.EACHLIN. FT.LIN. FT.LIN. FT.LIN. FT.
TOTALS
STATION
TO
STATION
CULVERT PIPE
PROTECTIONPROTECTIONPROTECTIONDITCH CHK
INTERCEPTORDRAINAGE
BARRIER DITCH
STRAW BALE
DITCH CHK
RIPRAP SEDIMENT
TRAP
SEDIMENT
BASINPROTECTION
PERIMETER DROP INLET CURB INLETSLOPE
DRAIN
LIN. FT.
GEOTEXTILES
SQ. YD.
RIPRAP
TONS
REVETMENT
? LBS./SYD.
19.0 mm, MAINLINE
? LBS./SYD.
MAINLINE
? LBS./SYD.TONS
FOR
ASPHALT ASPHALT
FOR PRIME
COAT SIDEWALK
CONCRETECONCRETE
SYS.
CURB
SYS.
DATE ITEM
TOTAL
LINE
HMA BASEHMA SURFACE
9.5 mm,INTERMEDIATE
HMA
25.0 mm,
NOTES :
* Estimated Quantity, to be paid for as "LSUM".
** If the Contractor elects to use metal pipe, the thickness shall be as shown
in the Approach Quantity Table.
*** The weight of structural steel is approximate only, and it shall be the
Contractor’s responsibility to determine the weight on which he bases his bid.
For Test Bar Samples, see Bridge Standard 703-BRST-01.
GUARDRAIL SUMMARY TABLE
RESET MAILBOX TABLE
PAVEMENT QUANTITIES AND APPROACH TABLE PAVED SIDE DITCH, RIPRAP DITCH AND SODDING SUMMARY
STRUCTURE SUMMARY TEMPORARY EROSION AND SEDIMENT CONTROL SUMMARY
CATCH BASIN, OR
MANHOLE, INLET,
SPECIALTY STRUCTURE
*
LIN. FT.
CURB
CONC.
INTEG.
SQ FT.
*
COAT
MASONRYDENSE
ITEM
CONCRETE
CLASS C IN
SUPERSTR.SUBSTR.
CLASS A IN
CU. YDS.CU. YDS.CU. YDS.
CLASS B
IN FOOTING
CU. YDS.
CONCRETE
RAILING
CLASS C
LIN. FT.
REINF.
TOTAL
STEEL
LBS.LBS.
STEEL
***
STRUCT.
LBS.
EPOXY
SYS.
BRIDGE
APPR., 12"
REINF.CONC.
COATED
REINF.
STEEL
PILES
LIN. FT.
SHELLS
EPOXY COATED
NO.
TIMBER
TREATED
BEARING
STEEL HSTEEL ENCASED
CONCRETE FITTINGS
BASINS &
GRATES,
CAST IRON,
LBS.CYS.
GRADED
SUBBASE
LIN. FT.LIN. FT.
JOINT
EXPANSION
LIN. FT.
CLASS SS
JOINT
EXPANSION
TYPE
BOX BEAMS
SQ. FT.
CONC. STR. MEMBERS
LIN. FT.
SEAL
SURFACE
SQ. FT.
CONCRETE CONCRETE
TOTALS
ANCHOR
PLATES
EACH
EXPANSION
JOINT
TYPE BS9
ANCHOR
BOLT
AB-1
EACH LIN. FT.
CONDUIT
EACH
CONCRETE
HOLES IN
FIELD DRILLED
MK -AP1
TIPS,
B
R
I
D
GE
F
I
L
E
C
A
R
M
E
L
D
R
I
V
E
I BEAM
QUANTITIESSTRUCTURE
DRIVING
STEEL "H"
EACH NO.LIN. FT.NO.LIN. FT.NO.LIN. FT.
TYPE M
49 49
2/06/2009
FORMLINER
BRIDGE
RAIL, F.F.RAIL, R.F.
BRIDGE
FORMLINER
LIN. FT.LIN. FT.
ORNAMENTAL
RAILING
LIN. FT.
2"
PVC PIPE IMPRINTING STAINING
SQ. FT.SQ. FT.
SUPERSTRUCTURE 964.6 38.3 203 203 207454 2054 201 211 9420 2249483 1460
SUBSTRUCTURE
Bent No. 1 109.9 13467 40 23 23 2070 840
Pier No. 2 290.9 118.4 74052 44 44 3520 5570 5570
Bent No. 3 85.8 11292 40 19 19 1710 700
R.C. BRIDGE APPROACHES
Bent No. 1 E.B.L.107 17 4388 55
Bent No. 1 W.B.L.77 12 3129 40
Bent No. 3 E.B.L.67 11 2796 35
Bent No. 3 W.B.L.118 19 5114 61
1160.3 290.9 118.4 38.3 203 369 59 74052 247640 80 86 86 7300 2054 201 211 20040 2249483 7030 191203
1020
730
640
1120
afishburn 9:16:42 AM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.BR.C5.CAR.SUM.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY