HomeMy WebLinkAboutKeystone Parkway #07-08C Full Size Road Plans2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
4
KEYSTONE PARKWAY - LINE "E"
41,900
58,900
4,600
53/47
BEGIN CONSTRUCTION
STA. 45+45.00 "S-16-E"
BEGIN CONSTRUCTION
STA. 15+00.00 "S-6-E"
END CONSTRUCTION
STA. 53+30.00 "S-16-E"
END CONSTRUCTION
STA. 26+00.00 "S-6-E"
323136
6
5
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DESIGNATION NO.
BRIDGE FILE
SHEETS
CONTRACT PROJECT NO.
of
PHONE NUMBER
PREPARED BY:
PLANS
CERTIFIED BY:
DATE
(317) 547-5580
ROAD PLANS
PROJECT LOCATION SHOWN BY
American Structurepoint, Inc.
LOCATION MAP
CITY OF CARMEL
BOARD OF PUBLIC
WORKS & SAFETY
CITY OF CARMEL AND INDIANA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS
DATED 2008 TO BE USED WITH THESE PLANS
1
07-08C
260
KEYSTONE PARKWAY AND 116th STREET / CARMEL DR.
CITY OF CARMEL PROJECT NO. 07-08C
2/12/09
T 18 N
HAMILTON COUNTY
R
4
E
Scale: 1" = 1000’
T 17 N
1
END PROJECT 07-08C
STA. 529+70.00 "E"
BEGIN PROJECT 07-08C
STA. 473+95.00 "E"
R
3
E
R
4
E
R
3
E
T 18 N
T 17 N
E 106th St
E 126th St Mohawk Dr
Mo
n
o
n
Tr
a
il
S
R
a
n
g
e
lin
e
R
o
a
d
La
k
e
Wo
o
d
la
n
d
Carmel Creek
E 116th St
Carmel Drive
H
ot Lick C
reek
aedwards 9:03:02 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TS01.dgn
No.
STATE OF
INDIANA
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
N/A
N/A
ELS VMS
JSB JSB
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
RAMP "NER"
RAMP "NWR"RAMP "SER"
60/40
N/A
N/A
N/A N/A
2
2
2 2
2
116TH STREET - LINE "S-6-E"
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
N/A
2
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA
2007
2030
2030
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS % D.H.V.
%
V.P.H.
V.P.D.
V.P.D.
TRAFFIC DATA RAMP "SWR"
N/A
2 2
E. CARMEL DRIVE - LINE "S-16-E"
COLLECTOR EAST - LINE "COL-E"
COLLECTOR WEST - LINE "COL-W"
21,200
29,900
3,110
13,300
1,330
100
12,100
1,210
100
19,800
27,900
2,710
70/30
10,000
1,000
100
14,100
1,410
100
11,100
1,110
100
14.600
1.460
100
UTILITIES
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
2INDEX AND
GENERAL NOTES
CITY OF CARMEL
**
The paper relocation will be cross sectioned by the Engineer before construction.
Existing asphalt pavement located outside the construction limits, between Sta. __________ and
Sta. __________, shall be removed as directed.
**
** REPRESENTS GENERAL NOTES REQUIRED
All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded
except where sodding is specified
The final cross sections of the grading contract will be the original cross sections of the
paving contract. However, partial or complete cross sections shall be taken if necessary to
determine the actual excavation quantities.
GENERAL NOTES
All limited access right-of-way (L.A. R/W) is to be fenced with farm field type fence (FFTF)
where specified in the plans.
Temporary Retaining wall details are provided for information only. Final wall limits and design are the
responsibility of the contractor.
Temporary sediment control practices are not shown for the stormwater generated from the Keystone
excavation. This water must be filtered by an appropriate practice before released off site or into the
existing channel.
**
SHEET NO.DRAWING INDEX
REVISIONS
SHEET NO.DATE REVISED
INDEX TO SHEETS
07-08C
260
2/12/09
TELEPHONE:
AT&T Indiana
Engineering Department
5858 North College Ave.
(317)252-5134
ATTN: Greg Cammack
WATER & SEWER:
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
CABLE TELEVISION:
Bright House
3030 Roosevelt Avenue
Indianapolis, IN
(317) 339-9075
ATTN: Joe Evans
ELECTRIC:
Indianapolis Power and Light Company
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
Duke Energy
16475 Southpark Drive
Westfield, IN 46074
(317) 896-6711
ATTN: Cindy Rowland
1
2
3-15
TITLE SHEET
INDEX SHEET
TYPICAL CROSS SECTIONS
PLAT NO. 1
CONSTRUCTION DETAILS
ROAD PLAN & PROFILES
MAINTENANCE OF TRAFFIC
RAMP PROFILES
CROSS SECTIONS
APPROACH TABLE
SPOT ELEVATION DETAILS
EROSION CONTROL DETAILS
MISCELLANEOUS QUANTITY TABLES
RETAINING WALL DETAILS
DETOUR PLAN
PANEL SIGN DETAILS
INTERCHANGE GEOMETRIC TIE-UP
MISCELLANEOUS DETAILS
LIGHTING PLANS
PANEL SIGN CROSS SECTIONS
UNDERDRAIN TABLES
STRUCTURE DATA TABLES
SHEET SIGN AND POST SUMMARY TABLE
SIGNING AND PAVEMENT MARKING PLANS
EXISTING SIGNING PLANS
GEOMETRIC TIE-UP
SUBSURFACE DRAINAGE DETAILS
16-26
27-29
30
34-64
82-85
86-102
111-113
114-120
121-144
145-150
151-157
182-260
31-33
65-81
108-110
158-160
169-170
171-174
175-181
168
163-167
161
162
GAS:
Vectren - Low Pressure
16000 Allisonville Road
P.O. BOX 1700
Noblesville, IN 46061
(317) 776-5534
ATTN: Don Perdue
Vectren - High Pressure
Richmond, IN 47374
(765) 969-2057
ATTN: Barry Wahlen
103-107
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No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
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 3
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
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%
aedwards 9:03:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY01.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
HDP
STA. 525+50.00 to 529+70.00
STA. 522+50.00 to 525+50.00
STA. 529+70.00 to 536+50.00
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
TYPICAL SECTION-LINE "E" NORTHBOUND
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’
260
2/12/09
Line "E"
26
10’-0"
Median
2%18
2’-0"
12’-0"
Travel Lane
12’-0"
Travel Lane
Profile Grade
2%2%K
Varies
Gore Area
U
2%K
2%
2’-0"
4%
7
7
2%
Varies from 20’-5" at 522+50.00 to 0’-0" at 525+50.00
16’-0"
Travel Lane
K2
3
:1
2’-0"
2’-0"3’-5"
Line "E"
26
10’-0"
Median
2%18
2’-0"
12’-0"
Travel Lane
12’-0"
Travel Lane
Profile Grade
2%2%K
8’-0"
Shoulder
U
2%
Clear Zone
K
2%
2’-0"
4%
9
9 Varies from 16’-0" at 525+50.00 to 12’-0" at 528+20.00
6:1
3:
1
25
O1
Varies
Travel Lane
Line "E"
Existing GroundExisting Shoulder
18
26
2%Sawcut
12’-0"
Travel Lane
12’-0"
Travel Lane
12’-0"
Travel Lane
Existing Shoulder
Width Varies
Existing Pavement
K2
1’-0"
Is 12’-0" from 528+20.00 to 529+70.00
10’-0"
Median
Mill 7" Existing Asphalt.
See Detail Sheet
22’-0"
Existing Ground
8Varies
Shoulder
8 Varies from 8’-0" at 523+70.00 to 10’-0" at 525+20.00
3:1
Existing Ground
Note: Guardrail Ends @ Sta. 526+80.00 "E"
R R
aedwards 9:03:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY02.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
HDP
Sta. 473+95.00 to Sta. 475+70.00 Line "E"
Sta. 475+70.00 to Sta. 481+34.00 Line "E"
Sta. 481+34.00 to Sta. 482+55.00 Line "E"
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
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 5
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Shoulder Travel Lane
Exist.2%
Subgrade Treatment, Type I
Sawcut
4%
R
K2 K2 Exist.
Existing Shoulder
2’-0"
Varies from 8’-0" at 473+95.00 to 10’-0" at 476+95.0010
10
Line "E "
12’-0"
Travel Lane
12’-0"
Travel Lane
25’-6"
Median
R
Varies Varies 11
11
Shoulder Travel Lane
Exist.2%
Subgrade Treatment, Type I
Sawcut
4%
R
K2 K2 Exist.
Existing Shoulder
2’-0"3’-5"
2’-0"
2:1
25
O1
10
Line "E "
12’-0"
Travel Lane
12’-0"
Travel Lane
25’-6"
Median
R
Varies Varies 11
6:1
Existing Ground
69
Paved Side Ditch, Type "A"
3’-0"
Travel Lane
Exist.2%
Subgrade Treatment, Type I
Sawcut
4%
R
K2 K2 Exist.
Existing Shoulder
Line "E "
12’-0"
Travel Lane
12’-0"
Travel Lane
25’-6"
Median
R
Varies 1110’-0"
Shoulder
2’-0"
U
U
U
Varies from 1’-6" at 473+95.00 to 12’-0" at 476+95.00
Varies from 12’-0" at 479+95.00 to 16’-0" at 482+55.00
25
22’-0" Clear Zone 49’-0"
49’-0"
49’-0"
25
3:1
4:1
aedwards 9:03:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY03.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
HDP
Sta. 482+55.00 to Sta. 486+90.00 Line "E"
Sta. 486+90.00 to Sta. 487+20.00 Line "E"
Sta. 487+20.00 to Sta. 488+00.00 Line "E"
TYPICAL SECTION-LINE "E" SOUTHBOUND
TYPICAL SECTION-LINE "E" SOUTHBOUND
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 6
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
2%18
26
R
Existing Pavement
Sawcut 2%25
5:1
K2
2%SawcutK24%
2’-0"
Existing Ground
69
Paved Side Ditch, Type "A"
3’-0"
Line "E"
Existing Ground
Subgrade Treatment, Type I
2%K
25
5:1
U
3’-0"
69
10’-0"
Shoulder
4%K
Paved Side Ditch, Type "A"
Profile Grade
Line "E"
K2K2
13
13 Varies from 0’-0" at 482+55.00 to 20’-5" at 487+20.00
Varies
Median
12’-0"
Travel Lane
12’-0"
Travel Lane
Varies
Gore Area
16’-0"
Travel Lane
13
Existing Ground
Subgrade Treatment, Type I
2%K
3’-0"
69
2’-0"
4%K
Paved Side Ditch, Type "A"
Profile Grade
Line "E"
10’-0"
Median
K
14
14 Varies from 25’-6" at 482+55.00 to 10’-0" at 487+20.00
14
25
25
25
2%2%2%
2%2%
2%
U
4’-0"
Shoulder
12’-0"
Travel Lane
12’-0"
Travel Lane
Varies
Gore
16’-0"
Travel Lane
4’-0"
Shoulder
U
Exist
10’-0"
49’-0"
27’-6"
12’-0"
Travel Lane
12’-0"
Travel Lane
20’-5"
Gore Area
Varies
Travel Lane
Varies
Shoulder
73 74
73
74 Varies from 16’-0" at 487+20.00 to 17’-5" at 488+00.00
Varies from 10’-0" at 487+50 to 8’-0" at 488+00.00
4:1
4:1
4:1
2’-0"
Varies
Median
Subgrade Treatment Type I
aedwards 9:03:34 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY04.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
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 7
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
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"
aedwards 9:03:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY05.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
HDP
TYPICAL SECTION-LINE "S-6-E"
STA. 14+75.00 to 15+75.00
TYPICAL SECTION-LINE "S-6-E"
STA. 14+50.00 to 14+75.00
TYPICAL SECTION-LINE "S-6-E"
STA. 15+75.00 to 18+07.50
See Spot Elevation Details for grading
TYPICAL SECTION-LINE "S-6-E"
STA. 21+83.74 to 23+20.43
See Spot Elevations Details for grading
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 8
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Width varies from 0’-0" @ Sta. 15+00.00 to 12’-0" @ Sta. 15+75.00
Profile Grade
Line "S-6-E"
K1K1 G17
17
26
26 2%2%2%2%2%2%
2’-0"2’-0"
3:1 3:12%
U U
1’-0"
25
1’-0"
25
Existing Pavement
Existing Ground
Existing Ground
R2 R2Exist.Exist.
12’-0"
Travel Lane
12’-0"
Travel Lane
12’-0"
Travel Lane
12’-0"
Travel Lane
Existing Pavement
32 3331
Profile Grade
12’-0"
2%
34
2’-0"2’-0"
32
33
34
30
30
31
Width varies from 4’ 8" @ Sta. 15+00.00 to 5’ 0" @ Sta. 15+50.00
Width varies from 6’ 4" @ Sta. 15+00.00 to 5’ 0" @ Sta. 15+50.00
Line "S-6-E"
K1K1 G17
17
26
26 2%2%
2’-0"2’-0"
3:1 3:12%
U U
1’-0"
25
25
2%
2’-0"2’-0"
5’-0"
Sidewalk
1’-6"
Existing Median Width Varies
K1
1’-0"Varies
Median
Varies
Median
***Varies
Travel Lane
Varies
Travel Lane
******************
*** See Geometric Tie Up Sheet for Actual Dimensions
*** See Geometric Tie Up Sheet for Actual Dimensions
Varies 10’-0"
Multi-Use Path
Line "S-6-E"
K1 K1
G 17 1719
2%
10’-0"
Multi-Use Path
19
Varies
Median
Varies
Median
2’-0"2’-0"
2’-0"2’-0"
Varies
Travel Lane
Varies
Travel Lanes
Varies
Travel Lane
Varies
Travel Lane
******************
U U
G26 2%
8’-0"
Multi-Use Path
3:1
1’-0"
25
1’-0"
25
Varies ***
Existing Sidewalk Existing Path
26
26 2%2%
1’-6"
2’-6"
26 2%2%
26
Varies
24
24
24 24
Width varies from 6’-5" @ Sta. 14+75.00 to 10’-0" @ Sta. 15+75.00
Width varies from 9’-6" @ Sta. 15+00.00 to 0’-0" @ Sta. 15+75.00
Varies Varies Varies Varies
Varies Varies Varies Varies
Varies
(See Constr.
Details)
(See Construction Details)
2%
Varies
Width varies from 10’-7" @ Sta. 14+75.00 to 9’-6" @ Sta. 15+00.00
Line "S-6-E"
Varies
Sidewalk
Varies Varies
Multi-Use Path
37
37 Is 11’-0" from Sta. 14+75 to Sta. 15+00
Width varies from 11’-0" @ Sta. 15+00.00 to 12’-0" @ Sta. 15+75.00
Profile Grade Profile Grade
Profile GradeProfile Grade
1’-6"
Varies
Travel Lane
Varies
Travel Lane
Varies
Travel Lane
12’-0"
Travel Lane
Varies
Travel Lane
Varies
Turn Lane
11’-0"
Travel Lane
12’-0"
Travel Lane
aedwards 9:03:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY06.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
HDP
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 9
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Line "S-6-E"
K1 K1
17 1719
TYPICAL SECTION-LINE "S-6-E"
2%2%2%
STA. 23+20.43 to 24+70.00
19
2’-0"2’-0"
3:1
U U
G26 2%
8’-0"
Multi-Use Path
3:1
1’-0"
25
1’-0"
25
2%2%
F
5’-0"8’-0"12’-0"
Travel Lane
12’-0"
Travel Lane
Line "S-6-E"
K1 K1
17 17
TYPICAL SECTION-LINE "S-6-E"
2%2%2%
STA. 24+70.00 to 26+00.00
2’-0"2’-0"
3:1
U U
G26 2%
8’-0"
Multi-Use Path
3:1
1’-0"
25
1’-0"
25
2%2%
F
5’-0"8’-0"12’-0"
Travel Lane
12’-0"
Travel Lane
Line "S-16-E"
K1 K1
17 171926
2%2%
STA. 45+45.00 to 47+49.57
19
Varies
Median
2’-0"2’-0"
2’-0"2’-0"
3:1 2%
U U
2%3:1
1’-0"
25
1’-0"
25
TYPICAL SECTION-LINE "S-16-E"
F
2%
5’-0"
Sidewalk
6’-0"
Sidewalk
Varies Varies12’-0"
Travel Lane
12’-0"
Travel Lane
Note: Sidewalk Begins @ Sta. 45+20.00
2%2%2%
26
Profile Grade Profile Grade
Varies
Gore
Varies
Gore
3570
35 Width varies from 4’ -0" @ Sta. 24+70.00 to 7’-0" at Sta. 25+30.00
**
36 Width varies from 7’ -0" @ Sta. 45+50.00 to 0’-0" at Sta. 46+90.00
718’-0"
Median
**
Line "S-16-E"
R2 R2
STA. 44+55.00 to 45+45.00
TYPICAL SECTION-LINE "S-16-E"
ExistingExisting
Match Existing Width
Line "S-6-E"
R2 R2
STA. 26+00.00 to 26+44.00
ExistingExisting
Match Existing Width
TYPICAL SECTION-LINE "S-6-E"
** See Construction Details for actual dimensions
38 39
38
39
70 Width varies from 4’ -0" @ Sta. 24+70.00 to 5’-0" at Sta. 25+30.00
Width varies from 12’ -0" @ Sta. 25+80.00 to 0’-0" at Sta. 27+50.00
Width varies from 12’ -0" @ Sta. 24+70.00 to 11’-0" at Sta. 25+30.00
Profile Grade Profile Grade
Varies
Travel Lane
Varies
Travel Lane
71
71 Width varies from 11’ -0" @ Sta. 45+90.00 to 12’-0" at Sta. 46+90.00
36
3’-6"
Bike Path
12’-0"
Travel Lane
12’-0"
Travel Lane
4’-0"
Median
4’-0"
Median
3’-6"
Bike Path
Varies
Travel Lane
Varies
Travel Lane
aedwards 9:03:53 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY07.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
HDP
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 10
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Line "S-16-E"
R2 R2
17 17
26
STA. 53+30.00 to 54+68.00
2’-0"
3:1 2%2%3:1
1’-0"
25
1’-0"
25
TYPICAL SECTION-LINE "S-16-E"
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
STA. 54+68.00 to 55+40.00
3:1 2%
1’-0"
25
TYPICAL SECTION-LINE "S-16-E"
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
STA. 52+04.43 to 53+30.00
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
See Spot Elevations Details for grading
TYPICAL SECTION-LINE "S-16-E"
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
See Spot Elevations Details for grading
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"
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"
Line "S-16-E"
K1 K117
1719
STA. 47+55.60 to 48+26.71
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
See Spot Elevations Details for grading
TYPICAL SECTION-LINE "S-16-E"
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
aedwards 9:04:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY08.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
HDP
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 11
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
TYPICAL SECTION-LINE "SWR"
STA. 488+00.00 TO 490+30.00 "SWR"
50
Profile Grade
4’-0"
Shoulder
A
1’-6"
Line "SWR"
2’-0"
U
69
170
Subgrade Treatment Type IB
02
9’-6"
Moment Slab
69
8’-0"
Shoulder
Varies
Ramp Travel Lane
Existing Ground
3’-0"
Paved Side Ditch, Type "A"
50
TYPICAL SECTION-LINE "SWR"
STA. 490+30.00 TO 493+00.00 "SWR"
Profile Grade
4’-0"
Shoulder
A
1’-6"
Line "SWR"
2’-0"
U
69
170
Subgrade Treatment Type IB
02
69
8’-0"
Shoulder
Existing Ground
3’-0"
Paved Side Ditch, Type "A"
TYPICAL SECTION-LINE "SWR"
STA. 493+00.00 TO 494+27.37 "SWR"
Profile Grade
4’-0"
Shoulder
A
18’-0"
Clear Zone
Line "SWR"
69
170
Subgrade Treatment Type I B
02
9’-6"
Moment Slab
21
4:1
U2’-0"
51
51Varies
Shoulder
Profile Grade
8’-0"10’-0"
Multi-Use Path
17
19
K1
26G
STA. 494+27.37 TO 494+62.61 "SWR"
TYPICAL SECTION-LINE "SWR"
Subgrade Treatment Type I
***
2’-0"U
Line "SWR"
26
TYPICAL SECTION-LINE "SER"
STA. 488+50.00 TO 489+50.00 "SER"
Profile Grade
A
1’-6"
Line "SER"
U
69
1 70
Subgrade Treatment Type I B
02
9’-6"
Moment Slab
69
8’-0"
Shoulder
Existing Ground3’-0"
Paved Side Ditch, Type "A"
16’-0"
Ramp Travel Lane
A
8’-0"
Shoulder
TYPICAL SECTION-LINE "SER"
STA. 489+50.00 TO 490+50.00 "SER"
Profile Grade
A
1’-6"
Line "SER"
U
69
1 70
Subgrade Treatment Type I B
02
9’-6"
Moment Slab
69
8’-0"
Shoulder
Existing Ground3’-0"
Paved Side Ditch, Type "A"
16’-0"
Ramp Travel Lane
A
54
54
Varies
Shoulder
57
TYPICAL SECTION-LINE "SER"
STA. 490+50.00 TO 492+95.00 "SER"
Profile Grade
A
1’-6"
Line "SER"
U
69
1 70
Subgrade Treatment Type IB
02
9’-6"
Moment Slab
69
Existing Ground
3’-0"
A
12’-0"
Ramp Travel Lane
12’-0"
Ramp Travel Lane
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
******
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
Varies 57
Varies
Shoulder
58
58
Paved Side Ditch, Type "A"
3:1 (max.)
Note: Moment Slab begins
@ Sta. 489+00.00 "SER"
Note: Wall begins
@ Sta. 489+00.00 "SER"
Varies 59
59
2’-0"
2’-0"
Varies Varies****
2%2%2%4%
4%2%2%
4%2%2%2%
2%2%2%4%
2%2%2%2%
2%
4%
2%2%2%
4%2%
2%2%
2’-0"
2’-0"
2’-0"
Varies from 10’-0" at 493+05.62 to 1’-6" at 494+27.37
*** See Geometric Tie up sheet for actual dimensions.
Varies from 0’-0" at 489+50.00 to 8’-0" at 490+50.00
*** See Geometric Tie Up Sheet for Actual Dimensions.
Varies from 8’-0" at 489+50.00 to 0’-0" at 490+50.00
Varies from 17’-5" at 488+00.00 to 24’-0" at 490+30.00
** See Line "E" Typical Section for Location of Wall.
Varies from 8’-0" at 491+49.00 to 18’-0" at 492+49.00
Width is 18’-0" from 492+49.00 to 492+95.00
Width is 8’-0" from 490+50.00 to 491+49.00
Varies from 8’-0" at 491+49.00 to 10’-0" at 492+49.00
Width is 10’-0" from 492+49.00 to 492+95.00
4:1
4:1
4:1
4:1
4:1
9’-6"
Moment Slab
12’-0"
Ramp Travel Lane
12’-0"
Ramp Travel Lane
TYPICAL SECTION-LINE "SER"
STA. 492+95.00 to 494+15.35 "SER"
Profile Grade
A
1’-6"
Line "SER"
U
69
1
70
Subgrade Treatment Type IB
02
9’-6"
Moment Slab
69
3’-0"
Paved Side Ditch, Type "A"
A
Note: Moment Slab Ends
@ Sta. 494+08.02 "SER"
Varies
Shoulder
Varies
Shoulder
*********
*** See Geometric Tie Up Sheet for Actual Dimensions.
Existing Ground
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
A
***
***Width Varies
F3
22
Varies***4:1
2%
2%
4%
aedwards 9:04:07 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY09.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
HDP
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 12
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Profile Grade
9’-0"
Multi-Use Path
17
19
K1
G
STA. 494+15.35 to 494+56.27 "SER"
TYPICAL SECTION-LINE "SER"
Subgrade Treatment Type I
2’-0"U
69
Varies ***
26
Line "SER"
*** See Geometric Tie Up Sheet for Actual Dimensions.
Profile Grade
17
19
K1
F
Subgrade Treatment Type I
2’-0"U
1’-0"
26
STA. 100+00.00 to 100+33.28 "COL-W"
TYPICAL SECTION-LINE "COL-W"
8’-0"5’-0"
Sidewalk
26
Profile Grade
A
69
170
Subgrade Treatment Type I B
02
21
6:1
U2’-0"
Varies
Shoulder
21
STA. 100+33.28 to 100+89.00 "COL-W"
TYPICAL SECTION-LINE "COL-W"
9’-6"
Moment Slab
Line "COL-W"
Line "COL-W"
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
******
******
***Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Profile Grade
17
19
K1
Subgrade Treatment Type I
***
2’-0"U
1’-0"
26
Profile Grade
A
1’-6"
69
170
Subgrade Treatment Type I B
02
21
6:1
U2’-0"
Varies
Shoulder
STA. 116+66.00 to 117+54.07 "COL-W"
TYPICAL SECTION-LINE "COL-W"
***
9’-6"
Moment Slab
Line "COL-W"
***
TYPICAL SECTION-LINE "COL-W"
STA. 117+54.07 to 117+88.21 "COL-W"
Line "COL-W"
6’-0"
Sidewalk
8’-0"
***
***Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
TYPICAL SECTION-LINE "COL-W"
STA. 101+66.00 to 103+09.06
1’-6"
69
170
Subgrade Treatment Type I
02
Line "COL-W"
9’-6"
Moment Slab
Existing Pavement
2’-0"
8’-0"8’-0"
60
61
F3
60
61 Width Varies from 1’-6" at 100+33.28 to 4’-0" at 100+89.00
** See Line "E" Typical Sections for Actual Wall Locations
**1’-6"VariesVaries
***
3
See Sheet 21 for
wall details
2’-5"
A
4’-0"4’-0"
Line "COL-W"
Exist. Pavement
8’-0"
Subgrade Treatment Type I
TYPICAL SECTION-LINE "COL-W"
STA. 105+38.23 to 113+74.32
TYPICAL SECTION-LINE "COL-W"
STA. 100+89.00 to 101+66.00
1’-6"
69
1
Subgrade Treatment Type I
02
Line "COL-W"
9’-6"
Moment Slab
Existing Pavement
8’-0"8’-0"
A
Width Varies from 1’-6" at 100+37.61 to 4’-0" at 100+96.54
Varies
70
F3
22
75 75 Varies from 4’-0’ @ Sta. 100+89.00
to 16’-0" @ Sta. 101+66.00
F
** See Line "E" Typical Sections for Actual Wall Locations.
*** See Geometric Tie Up Sheet for Actual Dimensions.
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Varies
**
B
A
A
4’-0"4’-0"
Line "COL-W"
Exist. Pavement
8’-0"
Subgrade Treatment Type I
TYPICAL SECTION-LINE "COL-W"
STA. 113+74.32 to 116+66.00
B
69
*** See Geometric Tie Up Sheet for Actual Dimensions.
*** See Geometric Tie Up Sheet for Actual Dimensions.
*** See Geometric Tie Up Sheet for Actual Dimensions.
3:1
2’-0"
2%VariesVaries
2%2%2%2%
2%
4%2%2%
2%
2%2%2%
2%2%2%4%
2%
2%
2%
2%
2’-0"
TYPICAL SECTION-LINE "COL-W"
STA. 103+09.06 to 105+38.23
1’-6"
69
170
Subgrade Treatment Type I
02
Line "COL-W"
9’-6"
Moment Slab
Existing Pavement
8’-0"8’-0"
2%
aedwards 9:04:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY10.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
HDP
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 13
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Profile Grade
A
1’-6"
69
1 70
Subgrade Treatment Type I B
02
22
6:1
U 2’-0"
STA. 117+40.75 to 118+23.68 "COL-E"
TYPICAL SECTION-LINE "COL-E"
9’-6"
Moment Slab
Line "COL-E"
Profile Grade
17
19
K1
Subgrade Treatment Type I
***
2’-0"U
1’-0"
26
TYPICAL SECTION-LINE "COL-E"
STA. 118+23.68 to 118+58.13 "COL-E"
Line "COL-E"
5’-0"
Sidewalk
5’-0"
*** See Geometric Tie up sheet for actual dimensions.
Varies
22
Varies
*** See Geometric Tie up sheet for actual dimensions.
***
26
Profile Grade
17
19
K1
Subgrade Treatment Type I
***
2’-0"U
1’-0"
26
*** See Geometric Tie up sheet for actual dimensions.
5’-0"
Sidewalk
26
20’-0"
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
TYPICAL SECTION-LINE "NWR"
STA. 515+44.65 to 515+79.12 "NWR"
Line "NWR"
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
Profile Grade
A
1’-6"
69
1 70
Subgrade Treatment Type I B
02
22
6:1
U 2’-0"
STA. 117+05.00 to 117+40.75 "COL-E"
TYPICAL SECTION-LINE "COL-E"
Line "COL-E"
4’-0"
12’-0"
Ramp Travel Lane
12’-0"
Ramp Travel Lane
4’-0"
Shoulder
Profile Grade
A
1’-6"
69
1 70
Subgrade Treatment Type IB
02
21
6:1
U 2’-0"
Varies
Shoulder
STA. 100+32.40 to 101+25.00 "COL-E"
TYPICAL SECTION-LINE "COL-E"
******Varies9’-6"
Moment Slab
Line "COL-E"
*** See Geometric Tie up sheet for actual dimensions.
Profile Grade
17
19
K1
G
Subgrade Treatment Type I
***
2’-0"U
1’-0"
26
STA. 100+00.00 to 100+32.40 "COL-E"
TYPICAL SECTION-LINE "COL-E"
Line "COL-E"
10’-0"
Multi-Use Path
A
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
*** See Geometric Tie up sheet for actual dimensions.
TYPICAL SECTION-LINE "COL-E"
1’-6"
69
1 70
02
Line "COL-E"
Existing Pavement
Subgrade Treatment Type I
4’-0"
62
62
STA. 101+25.00 to 104+48.72
STA. 113+05.21 to 117+05.00
Varies
Shoulder
63
63 Varies from 4’-0" at 117+40.75 to 1’-6" at 118+20.27
2’-5"
4’-0"4’-0"
Line "COL-E"
TYPICAL SECTION-LINE "COL-E"
STA. 104+48.72 to 113+05.21
Exist. Pavement
See Sheet 21 for
wall details A
3
Subgrade Treatment Type I
Varies from 1’-6" at 100+35.87 to 4’-0" at 101+25.00
B
F
F1
***
Note:
Curb begins @ Sta. 117+46.00
Integral Concrete Curb Type B begins @ Sta. 117+94.15
9’-6"
Moment Slab
8’-0"
9’-6"
Moment Slab
2%
2%2%2%
2%2%2%
2%
2%
2%2%2%
2%2%2%2%
2%2%2%
2%2%2%
2’-0"
2’-0"
2’-0"
aedwards 9:04:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY11.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
HDP
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 14
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
Profile Grade
A
1’-6"
69
170
Subgrade Treatment Type I B
02
21
6:1
U2’-0"
Varies
Shoulder
***
9’-6"
Moment Slab
22
Varies
25
Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
***
TYPICAL SECTION-LINE "NWR"
Line "NWR"
STA. 515+79.12 to 516+40.00 "NWR"
Profile Grade
A
1’-6"
69
170
Subgrade Treatment Type I B
02
21
6:1
U2’-0"
25
8’-0"
Shoulder
Profile Grade
A
1’-6"
69
170
Subgrade Treatment Type I B
02
21
6:1
U2’-0"
25
8’-0"
Shoulder
Profile Grade
A
69
1 70
Subgrade Treatment Type IB
02
21
6:1
U 2’-0"
25
8’-0"
Shoulder
Profile Grade
A
1’-6"
69
1 70
Subgrade Treatment Type IB
02
6:1
U 2’-0"
Varies
Shoulder
***
9’-6"
Moment Slab
25
Profile Grade
17
19
K1
Subgrade Treatment Type I
***
2’-0"U
1’-0"
26
2’-0"
*** See Geometric Tie Up Sheet for Actual Dimensions.
5’-0"
Sidewalk
26
5’-0"
22
12’-0"
Ramp Travel Lane
12’-0"
Ramp Travel Lane
TYPICAL SECTION-LINE "NWR"
STA. 516+40.00 to 519+10.00 "NWR"
TYPICAL SECTION-LINE "NWR"
TYPICAL SECTION-LINE "NER"
STA. 515+96.79 to 516+35.88 "NER"
STA. 519+10.00 to 522+50.00 "NWR"
Line "NWR"
Line "NWR"
Line "NER"
***Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Line "NER"
STA. 516+35.88 to 517+35.22 "NER"
TYPICAL SECTION-LINE "NER"
***
Line "NER"
TYPICAL SECTION-LINE "NER"
STA. 517+35.22 to 519+70.00 "NER"
Decorative Concrete
6’-0"
12’-0"
Ramp Travel Lane
12’-0"
Ramp Travel Lane
66
66
64
64
Varies from 1’-6" at 515+83.54 to 8’-0" at 516+40.00
65
65 Varies from 1’-6" at 516+01.59 to 6’-0" at 516+41.43
Varies
Ramp Travel Lane
60
4%
F1
F
Varies Varies
Ramp Travel Lane
Varies
Ramp Travel Lane
Varies from 1’-6" at 516+39.25 to 8’-0" at 517+35.22
Note:Moment Slab begins @ Sta. 515+95.36
Integral Concrete Curb begins @ Sta. 515+95.36
Ends @ Sta. 516+41.43
Note:Moment Slab begins @ Sta. 516+09.42
Integral Concrete Curb begins @ Sta. 515+95.36
Ends @ Sta. 516+41.43
Note:Moment Slab Ends @ Sta. 522+10.00 "NWR"
9’-6"
Moment Slab
2’-0"
9’-6"
Moment Slab
2’-0"
9’-6"
Moment Slab
2’-0"
1’-6"
4%2%2%2%
2%2%2%
4%2%2%
4%2%2%2%
2%2%2%4%
2%2%2%
aedwards 9:04:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY12.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
HDP
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 15
N/A
CITY OF CARMEL
JSB JSB
ELS
07-08C
1"=5’
260
2/12/09
61
Profile Grade
A
1’-6"
69
1 70
Subgrade Treatment Type IB
02
21
6:1
U 2’-0"
25
8’-0"
Shoulder
61
Line "NWR"
TYPICAL SECTION-LINE "NER"
STA. 519+70.00 to 522+50.00 "NER"
Varies from 24’-0" at 519+70.00 to 16’-0" at 522+50.00
6’-0"
Varies
Ramp Travel Lane
Note:Guardrail Begins @ Sta. 521+05
2’-0"
9’-6"
Moment Slab
2%2%2%
aedwards 9:04:35 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TY13.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
MISCELLANEOUS DETAILS
AS NOTED
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
CITY OF CARMEL
07-08C
16
N/A
ELS
JSB JSB
260
2/12/09
Aggregate For Underdrains
Geotextiles For Underdrains
Concrete Curb & Gutter, Type II
6" Pipe, Type 2
18" (Min.)
6"6"
1
2
"
BARRIER CURB AT TRUCK APRON
Class A Modified Concrete Curb,
Barrier, Per INDOT E 605-CCSJ-01
Compacted Subgrade, Typ.
Topsoil
Turf/Planting Area
Concrete Truck Apron
Provide Light Broom Finish
to Exposed Concrete, Typ.
9"
1
’-
8
"
6
"
Min
.
6
"R3"6"
7"
Compacted Aggregate Base, No. 53
1’-0"
1
’-
0
"
Aggregate for Underdrains1
"
1
’-
6
"
Geotextile for Underdrains
Course Aggregate No. 8
6" Compacted Aggregate Base, No. 53
Subbase for PCCP
UNDERDRAIN TRENCH DETAIL
12" PCCP
Integral Concrete Curb
1’-0"
Geotextile for Underdrains
3"
8"
R
2"
R
2"
CURB AND GUTTER, CONCRETE, B, MODIFIED
4"
UNDERDRAIN DETAIL
2%
Scale: 1"=1’-0
Scale: 1"=1’-0
Scale: 1"=1’-0
Scale: 1"=1’-0
Class "A"
Concrete 7
1
2
"
6
"
6
3
4
"
0
3
/
4
"
2" Radius
1" Radius
7
12
"
6
"
1" Radius
7
7
8
"
Slope 1
4"/Ft.
2" Radius
Class "A"
Concrete
Scale: 1"=1’-0
Scale: 1"=1’-0
7 1
2"
4"
1
3
1
2
"
3" Top Soil
Compacted Backfill
13
1
2
"
Compacted Backfill
3" Top Soil
1
2
"
24"
18"6"
24"
24"
32"
18"6"
Notes:
AJE
Scale: 1"=1’-0
MODIFIED ROLL CURB
24"
1
3
"
14"
7
"1
"
5" Radius
4" Radius
Scale: 1"=1’-0
STRAIGHT CONCRETE CURB
6"
Min.
2
2
"
Compacted Backfill
3" Top Soil
Class "A" Concrete
Bituminous Pavement
6"
R 1 1 2"
6
"
1
/
4
"
7"
6
"
Scale: 1"=1’-0
CONCRETE CURB ON R.C. MOMENT SLAB
03
4"
#4 Stirrup Bars @ 4’ C. to C.
R.C. Moment Slab
Moment Slab Reinforcing
Construction Joint, Type A
R=2"
1
’-
6
"
3
’-
0
"
C
o
v
e
r
Scale: 1
2" = 1’-0
CABLE INTERDUCT DETAIL
3
’-
1
0
"
6"6"
6
"
6
"
PLAN
1’-11 1/2 "
Scale: 1
2"=1’-0
ELEVATION
CATCH BASIN TYPE HA-5 CATCH BASIN TYPE C-15
Scale: 1
2"=1’-0
ELEVATION
3
’-
1
0
"
2’-6"6"6"
6
"
6
"
PLAN
2
’-
6
"
1
0
"8
"
2
’-
6
"
6"2’-6"6"
6"6"1’-11 1/2 "
2%
Existing Pavement
Sawcut
Line "E"
10’-0"
Scale: 1
2" = 1’-0
INCIDENTAL CONCRETE CURB AND GUTTER INSTALLATION
Sta. 529+70.00 to Sta. 536+50.00
Sodding
Curb and Gutter, B, Modified
Mill Existing Pavement 7 1
2"
4’-15
8"
5
’-
2
12
"
6’-71316"
9
’-
6
"
R
.C
.
M
o
m
e
n
t
S
la
b
591a Bars @ 12"
#6 @ 12", Tie Bars See Standard
Drawing 706-BRRW-05 for Details
1
’-
4
"
M
S
E
W
a
ll
Bridge Coping
3"
1-#5 x 7’-3"
MODIFIED MOMENT SLAB DETAIL
Scale: 1
4"=1’-0
Bridge Rail
Mo
d
.
3
3
"
B
r
id
g
e
R
a
il,
T
y
p
e
I
Extend R.C. Moment Slab Steel
into Modified Moment Slab
3" Cl.Polyethylene Identification Tape
Directly Over Conduit
3
4" Field Drilled Holes
Hold Topsoil Down 1
2" From Top of Curb
Where Landscape/Planting Area Meets
Back of Curb
Provide Radius on Exposed Face, Typ.
Note:
Provide Tooled Control Joint for Every 6’ - Align Control
Joints With Every Third (3rd) Joint on Truck Apron
4" Dia. Interduct Conduit Shall be Pvc Schedule 40. The
Interior of Each Interduct Shall be Specifically Delineated
With 4 Contrasting Colors.
The Polyethylene Identification Tape Shall be Metallic and
Have a Minimum Thickness of 4 mm. the Tape Shall Read
"caution Buried Fiber Optic." Tape Shall be Placed
Directly Over Pipe, 18 in. Below Final Grade.
10 Gauge Insulated, Solid Copper Wire Shall be Attached
Directly to the Outside of the Open Conduit Every 10 Ft.
Handholes Shall be Placed at Locations Designated by the
Field Engineer, But No Greater Than 400 Ft. Apart.
Contractor Shall Submit Shop Drawings of Interduct and
Handholes for Review and Approval.
1’-2"
14"
Note: See Sheet 19 for Modified 33" Bridge Rail, Type I Details
aedwards 9:04:41 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
MISCELLANEOUS DETAILS
AS NOTED
B
B
A
A
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
CITY OF CARMEL
07-08C
17
N/A
ELS
JSB JSB
260
2/12/09
AJE
6
’-
0
"
6’-0"10’-0"6’-0"
A
A
B BSODSODUTILITY STRIP
SOD
MULTI-USE PATH
1
2
:
1
12:112:1
6
:
1
6:1
10’-0"6’-0"
MODIFIED CURB RAMP TYPE D2
12:1
6
"
Scale: 1
2" = 1’-0
10’-0"6’-0"6’-0"
UTILITY STRIP
SOD
6’-0"10’-0"6’-0"
A
A
B BSOD12:1
12:1
1
2
:
1
MODIFIED CURB RAMP TYPE D1
MULTI-USE
PATH
10’-0"6’-0"6’-0"
12:1
10’-0"
Scale: 1
2" = 1’-0
ISOMETRIC
SECTION A-A
SECTION B-B
PLAN
ISOMETRIC
PLAN
SECTION B-B
SECTION A-A
2
%
2%
1
2
:1
12:112:1
12:1
Notes:
See INDOT Std. Dwg. 604-SWCR-02 for
Detectable Warning Elements and Groove Details.
Typ. for all Modified Ramps
Concrete Curb
Concrete Curb 3
’-
0
"
6’-0"10’-0"6’-0"
B BSODUTILITY STRIP
SOD
12:1
6
:
1
6:1
10’-0"6’-0"
MODIFIED CURB RAMP TYPE D3
12:1
6
"
Scale: 12" = 1’-0
10’-0"6’-0"6’-0"
PLAN
SECTION B-B
SECTION A-A
12:112:1
Concrete Curb
ISOMETRIC
12:1
A
A
12:1
SIDEWALK
12:1
2
%
2
%
10
’
MA
X
10
’
MA
X
ISOMETRIC
PLAN
MULTI-USE
PATH
6’-0"
10’-0"
12:1
10’-0"
12:1
2%
2%
2
%
2
%
Concrete Curb & Gutter
SECTION B-B
12:1
6’-0"10’-0"
Scale: 1/4"=1’-0
SECTION A-A
MODIFIED CURB RAMP, TYPE KH
2%
2’-0"
10’-0"
aedwards 9:04:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS19.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
MISCELLANEOUS DETAILS
AS NOTED
DAD DAD
AJE
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
CITY OF CARMEL
07-08C
18
N/A
260
2/12/09
Scale: 1"=30’
AJE
W
T
U
V
Denotes architectual finish
Denotes architectual finish
Denotes architectual finish
Denotes architectual finish
Legend
Note: See Special Provisions for More Information on Architectual
Finishes for Path, Truck Apron, and Median Under Bridge.
W
T
U
V
Denotes architectual finish
Denotes Architectual Finish
Denotes Architectual Finish
Denotes Architectual Finish
Legend
Scale: 1"=30’
Note: See Special Provisions for More Information on Architectual
Finishes for Path, Truck Apron, and Median Under Bridge.
ARCHITECTUAL FINISH DETAILS @ 116th STREET ARCHITECTUAL FINISH DETAILS @ EAST CARMEL DRIVE
W
W
W
W
U
U
V
V
U
V V
U
V
U
V
1’-0" (Typ.)
1’-
0" (
T
y
p.)
T
T
T
T
T
T
T
T
V
T
T T
T
T
aedwards 9:05:04 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
MISCELLANEOUS DETAILS
AS NOTED
DAD DAD
AJE
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
CITY OF CARMEL
07-08C
19
N/A
ELS
JSB
260
2/12/09
AJE
2
’-
9
"
1’-
4
"
1
1
2
"
3
"
2
"
2
"11
2
"
1"
1’-
9
"
6
"
11"
2"
5"
3
"
7
"
1
’-
11
"
3"3"5"
10’-0"
R.F. Barrier Rail
F.F. Barrier Rail
1
1
2
"
1’-
4
"
112
"
2
"
4
"
2
"
3
"
(
T
y
p
.
)
1" Square Spindle
2"x3" Steel Tubing
41
2"61
2"
61
2"61
2"
61
2"10’-0"61
2"
61
2"61
2"
SECTION A-A
A
A
1" Square Spindle2"2"2"2"
2"x3" Steel Tubing
2"
1
’-
4
1
2
"
1
’-
4
1
2
"
4
12
"
1
’-
0
"
1
’-
0
"
4
12
"
3"11’-1"
1" Square Spindles
11’-1"3"
1’-6"
-2" Depression
+2" Extrusion
2"x3" Steel Tubing
5’-0" (Typ.)
Concrete Moment Slab
6
"
1’-
9
"
2
’-
9
"
1
’-
0
"
Concrete Moment Slab
3
1
1 2
4
2
3 4
Location
Location
Length
Length
Out to Out Ornamental Rail
6
12
"
4
12
"
1
1
"
5
"
2
"
1
’-
6
"
2
"
2
"
8
"
8
"
8
"
2
"
C
lr
.
2" Clr.
8
-
#
5
B
a
r
s
(
4
E
a
.
F
a
c
e
)
4"
Clr.
Scale: 1"=1’-0
Scale: 1"=1’-0
Scale: 1"=1’-0
Southeast Ram p
Rotate for Northwest Ram p
**
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel1’-5"1’-5"1
’-
0
"
1
’-
0
"
1’-0"1’-0"
Diamond
Line of Rotation
5’-0" (Typ.)2’-6"912"1’-012"412"8
3
4
"
3
1
4
"
116th Street & Keystone Parkway
1 2
3 4
Location
Location
Length
Length
**
East Carmel Drive & Keystone Parkway
515.86’
635.20’
424.04’
459.37’
19,051.13’
19,146.05’
Southeast Ramp
Southwest Ramp
Northeast Collector
Northwest Collector
Sta. 496+34.50 "E"
Sta. 496+52.01 "E"
19,051.13’
19,146.05’
Southeast Ramp
Southwest Ramp
Sta. 492+94.50 "E"
Sta. 493+43.86 "E"
Sta. 494+15.58 "E"
Sta. 494+34.95 "E"
4 3Location Length
Northeast Ramp
Northwest Ramp
Sta. 515+88.88 "E"
Sta. 515+90.62 "E"
661.38’
619.66’
500.25’
404.76’
19,051.13’
19,146.05’
Sta. 522+50.00 "E"
Sta. 522+10.00 "E"
Sta. 509+18.19 "E"
Sta. 509+86.97 "E"
Sta. 515+88.62 "E"
Sta. 515+90.34 "E"
Sta. 514+19.69 "E"
Sta. 513+90.73 "E"
Northeast Ramp
Northwest Ramp
Southeast Collector
Southwest Collector
Sta. 489+00.00 "E"
Sta. 488+00.00 "E"
Sta. 500+59.35 "E"
Sta. 501+53.19 "E"
Sta. 494+15.86 "E"
Sta. 494+35.20 "E"
Sta. 496+34.25 "E"
Sta. 496+94.96 "E"
1
’-
5
1
2
"
3
12
"
MODIFIED 33" BRIDGE RAIL, TYPE I - PLAN VIEW
MODIFIED 33" BRIDGE RAIL, TYPE I - ELEVATION
** Modified 33" Bridge Rail, Type I Limts
** Modified 33" Bridge Rail, Type I Limts
** Ornamental Rail Limts for Modified 33" Bridge Rail, Type I & II
** Ornamental Rail Limts for Modified 33" Bridge Rail, Type I
594 Bars
591a Bars
121.08’
91.08’
101.08’
51.08’
Sta. 516.+89.97 "E"
Sta. 516+41.70 "E"
Length43Location
Sta. 514+19.44 "E"
Sta. 513+90.41 "E"
19,051.13’
19,146.05’
Northeast Collector
Northwest Collector
Southeast Collector
Southwest Collector
Sta. 497+35.83 "E"
Sta. 497+82.77 "E"
101.08’
131.08’
Sta. 513+58.20 "E"
Sta. 513+19.51 "E"
61.08’
71.08’
Out to Out Modified 33" Bridge Rail, Type 1
2"
Note: See Indot Standard Drawing No. 706-BCBR-01
for 591a and 594 Bar Bending Details.
Limts Based Off of ? Ornamental Railing
Limts Based Off of ? Ornamental Railing
61
2"61
2"31
2"20 Spaces @ 5" = 8’-4" (21 Spindles Required)31
2"61
2"61
2"
1’-1"8’-11"1’-1"
1’-1"312"20 Spaces @ 5" = 8’-4"312"1’-1"
Note: See Sign & Pavement Markings for Barrier Mounted Sign Locations.
See Sheet 20 for Barrier Mounted Sign Post Bracket Details.
Ornamental Rail to be Constructed Perpendicular to the Top of Wall.
Ornamental Rail May be Chorded at 10’ Max. Spacing
aedwards 9:05:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
1
4"
1’-3"
7
"
33" Concrete Barrier Rail
Plan View
Elevation View
Scale: 1/4"=1’-0
1/2" Base Plate
3
1
2
"
3
1
2
"
(Typ.)
41
2"6"41
2"
1
1
"
2
"
5
"
F.F. Barrier Rail
Scale: 1/4"=1’-0
R.F. Barrier Rail
ORNAMENTAL RAIL MOUNTING BRACKET -DETAILS
ORNAMENTAL RAIL MOUNTING BRACKET -PLAN VIEW
See Ornamental Rail Mounting Bracket Details
3
’-
0
1
2
"
1’-
4
"
MS
E
W
a
ll
2
12
"
1
’-
6
"
B
a
r
r
ie
r
R
a
il
4
12
"
6
12
"
3/4" x 1’-2 Swedge Bolt to be Cast
in Concrete or Embed Bar in a Field Drilled
Hole with an Approved Anchor System.
Min Pullout: 17,600 lbs.
1’-2"
3" Thread
Washer-W1
1- Heavy Hex Nut (Typ. each bolt)
ANCHOR BOLT AB1 DETAIL
Scale: 1
2"=1’-0
3/4" x 1’-2 Swedge Bolt
(To be Cast in Concrete)
(Must Pass Through 7/8" hole)
MISCELLANEOUS DETAILS
AS NOTED
DADDAD
AJE
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
CITY OF CARMEL
07-08C
20
N/A
260
2/12/09
AJE
1
1
2
"
3
"
2
"
1
"
1
’-
9
"
6
"
11"
2"
5"
3"3"5"
10’-0"
R.F. Barrier Rail
F.F. Barrier Rail
1
1
2
"
1
’-
4
"
11
2
"
2
"
4
"
2
"
3
"
(
T
y
p
.
)
1" Square Spindle
2"x3" Steel Tubing
61
2"61
2"
61
2"10’-0"61
2"
61
2"61
2"
SECTION A-A
A
A
1" Square Spindle2"2"2"2"
2"x3" Steel Tubing
2"
2"
1
’-
4
1
2
"
1
’-
4
1
2
"
4
12
"
1
’-
0
"
1
’-
0
"
4
12
"
3"11’-1"
1" Square Spindles
11’-1"3"
1’-6"
-2" Depression
+2" Extrusion
2"x3" Steel Tubing
5’-0" (Typ.)
Concrete Moment Slab
Concrete Moment Slab
1
1 2
2
Location Length
6
12
"
4
12
"
1
1
"
5
"
2
"
1’-
6
"
2
"
2
"
2
"
C
lr
.
2" Clr.4"
Clr.
Scale: 1"=1’-0
Scale: 1"=1’-0
Scale: 1"=1’-0
**
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel
C 3x5 Channel1’-5"1’-5"1
’-
0
"
1
’-
0
"
1’-0"1’-0"
Diamond
Line of Rotation 1’-012"412"8
3
4
"
3
14
"
116th Street & Keystone Parkway
MODIFIED 33" BRIDGE RAIL, TYPE II - PLAN VIEW
MODIFIED 33" BRIDGE RAIL, TYPE II - ELEVATION
** Modified 33" Bridge Rail, Type II Limts
1
’-
5
1
2
"
3
12
"
1
’-
4
1
2
"
1
’-
4
1
2
"
19,146.05’
Modified 33" Bridge Rail, Type I
Out to Out Modified 33" Bridge Rail, Type II
Sta. 496+51.74 "E"Sta. 496+94.96 "E"Southwest Collector 43.33’
3
"
7
"
1
’-
1
1
"
H
0.00’ to 1.66’
1
’-
0
"
H
2
’-
9
"
H
R
2
"
6"
2’-6"
1
2
595 x 3’-0"
19,051.13’Sta. 514+19.69 "E"Sta. 513+75.23 "E"43.35’0.00’ to 2.19’
Sta. 516+21.63 "E"Sta. 515+90.34 "E"31.28’0.00’ to 1.21’Northwest Ramp
Northeast Collector
6
"
1
’-
9
"
2
’-
9
"
H
1
’-
0
"
592 Bars
2
"
C
lr
.
9 12"1’-1"
1’-
1"
Va
r
ie
s
f
r
o
m
1
’-
6
"
t
o
3
’-
2
"
Va
r
ie
s
fr
o
m
7
"
t
o
2
’-
3
"
R
2
"
6"
1
2
593 Bars
9 12"1’-1"
1’-
1"
Va
r
ie
s
f
r
o
m
1
’-
6
"
t
o
3
’-
8
"
Va
r
ie
s
fr
o
m
7
"
t
o
2
’-
9
"
R
2
"
6"
1
2
594 Bars
9 12"1’-1"
1’-
1"
Va
r
ie
s
f
r
o
m
1
’-
6
"
t
o
2
’-
8
"
Va
r
ie
s
fr
o
m
7
"
t
o
1’-
10
"
32 - 594 Bars @ 1’-0 Max.44 - 593 Bars @ 1’-0 Max.44 - 592 Bars @ 1’-0 Max.
8
"
8
"
8
"
#
5
B
a
r
s
@
8
"
Ma
x
.
A
592 Bars
593 Bars
594 Bars
A
595 Bars @ 12"
(1 Ea. Face)
8
-
#
5
B
a
r
s
(
4
E
a
.
F
a
c
e
)
2
"
41
2"61
2"
5’-0" (Typ.)2’-6"91
2"
1
’-
4
"
1
1
2
"
612"612"312"20 Spaces @ 5" = 8’-4" (21 Spindles Required)312"612"612"
1’-1"8’-11"1’-1"
1’-1"312"20 Spaces @ 5" = 8’-4"312"1’-1"
Limts Based Off of Ornamental Railing
Note: See Sheet 19 for Ornamental Rail Mounting Bracket Details & Anchor Bolt AB1 Detail.
Ornamental Rail to be Constructed Perpendicular to the Top of Wall.
Ornamental Rail May be Chorded at 10’ Max. Spacing
See Sheet 19 for Ornamental Rail Limits for Modified 33" Bridge Rail Type I & II
aedwards 9:05:22 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS14.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
1
1"
2
"
5
"
Sheet Sign Mounted on Barrier Rail
F.F. Barrier Rail
Scale: 1/4"=1’-0
See Barrier Mounting Bracket Details
R.F. Barrier Rail
8
"
1
4"
1’-3"
7
"
Corner Bolt
Plan View
Elevation View
Scale: 1/4"=1’-0
41
2"3"3"41
2"
3
12
"
3
12
"
(Typ.)
BARRIER MOUNTED SIGN POST BRACKET -DETAILS
BARRIER MOUNTED SIGN POST BRACKET -PLAN VIEW
1
’-
4
"
M
S
E
Wa
ll
2
12
"
1
’-
6
"
B
a
r
r
ie
r
R
a
il
3
’-
0
12
"
3"
3/8" Weep Hole
Tube, 3 1/2" x 2 1/2" x 1/4"
Post, 3" x 2" x 12 ga.
33" Concrete Barrier Rail
1/2" Base Plate
7/8" Hole
4
12
"
6
12
"
3/4" x 1’-2 Swedge Bolt to be Cast
in Concrete or Embed Bar in a Field Drilled
Hole with an Approved Anchor System.
Min Pullout: 17,600 lbs.
A
A
A
A
AS NOTED
N/A
MISCELLANEOUS DETAILS
DAD DAD
AJE
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
21
CITY OF CARMEL
07-08C
260
2/12/09
505+00500+00 510+00
835’-91
2"
856’-95
16"
R = 19144.59’
R = 19052.59’
Line "E"
Scale: 1"=50’
AJE
1’-
6
12
"
1
’-
0
1
2
"
1
’-
0
1
2
"
1’-
6
12
"Keystone Parkway
Keystone Parkway
Edge of Proposed Shoulder
E
E
Smooth Finish
2’-9" Modified 33" Bridge Rail, Type I
2’-0" Cap
2’-0" Smooth Band
4’-6"
Not to Scale
Smooth Finish
2’-0"2’-0"Varies Varies Varies
2’-9" Modified 33" Bridge Rail, Type I
2’-0" Cap
2’-0" Smooth Band
4’-6"
1’-0"
1’-0"
1’-0"
1’-0"
2’-0"
E Denotes Architectual Finish
2’-0"
2’-0" Smooth Band
2’-0" Smooth Band
12" V Notch
Note: See Special Provisions for More Information Regarding
Architectual Finishes.
MODIFIED REINFORCED CONCRETE BARRIER WALL - ELEVATION
Retaining Wall "A" or "B" Limits Modified Reinforced Concrete Barrier Wall Limits Retaining Wall "H" or "I" Limits
MODIFIED REINFORCED CONCRETE BARRIER WALL - PLAN
See Sheet 22 for Detail "A"
aedwards 9:05:35 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
MISCELLANEOUS DETAILS
AS NOTED
DAD DAD
AJE
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
CITY OF CARMEL
07-08C
22
N/A
JSB
260
2/12/09
AJE
2’-7"
5"2"2’-0"
1’-61
2"51
2"
4
’-
6
"
2
’-
0
"
S
m
o
o
t
h
B
a
n
d
2
’-
0
"
C
a
p
2
’-
9
"
11"
2"
5"
1’-6"1’-1"
512"2’-7"
3
"
7
"
1
’-
1
1
"
4
’-
6
"
2
’-
0
"
S
m
o
o
t
h
B
a
n
d
V
a
r
ie
s
(
10
"
+
/
-
t
o
4
’-
9
")
Scale: 1"=1’-0 Scale: 1"=1’-0
SECTION B-B
#
5
Ba
rs
@
18
"
Ma
x.
2
"
C
lr
.
#5 Bars @ 18 Max.
A BLocationShoulder El.Shoulder El.
3
"
7
"
1
’-
1
1
"
2
’-
9
"
V
a
r
ie
s
500+59.35
500+75.00
501+00.00
501+25.00
501+50.00
501+75.00
502+00.00
502+25.00
502+50.00
502+75.00
503+00.00
503+25.00
503+50.00
503+75.00
504+00.00
504+25.00
504+50.00
504+75.00
505+00.00
505+25.00
505+50.00
505+75.00
506+00.00
506+25.00
506+50.00
506+75.00
507+00.00
507+25.00
507+50.00
507+75.00
508+00.00
508+25.00
508+50.00
508+75.00
509+00.00
509+18.19
814.59
815.07
815.80
816.50
817.15
817.77
818.34
818.88
819.38
819.84
820.26
820.64
820.98
821.28
821.55
821.77
821.95
822.10
822.20
822.27
822.30
822.28
822.23
822.14
822.01
821.84
821.63
821.38
821.09
820.77
820.40
820.00
819.55
819.07
818.54
818.14
818.59
818.62
818.72
818.87
819.08
819.35
819.67
820.02
820.38
820.73
821.05
821.33
821.59
821.81
822.00
822.16
822.28
822.38
822.44
822.46
822.46
822.42
822.35
822.25
822.11
821.95
821.78
821.62
821.45
821.34
821.31
821.35
821.46
821.65
821.90
822.14
4.00
3.55
2.92
2.37
1.93
1.58
1.33
1.14
1.00
0.89
0.79
0.69
0.61
0.53
0.45
0.39
0.33
0.28
0.24
0.19
0.16
0.14
0.12
0.11
0.10
0.11
0.15
0.24
0.36
0.57
0.91
1.35
1.91
2.58
3.36
4.00
C
(
S
e
e
T
a
b
le
f
o
r
D
im
e
n
e
s
io
n
)
C
East Collector West Collector
Location AShoulder El.BShoulder El.C
501+53.19
501+75.00
502+00.00
502+25.00
502+50.00
502+75.00
503+00.00
503+25.00
503+50.00
503+75.00
504+00.00
504+25.00
504+50.00
504+75.00
505+00.00
505+25.00
505+50.00
505+75.00
506+00.00
506+25.00
506+50.00
506+75.00
507+00.00
507+25.00
507+50.00
507+75.00
508+00.00
508+25.00
508+50.00
508+75.00
509+00.00
509+25.00
509+50.00
509+75.00
509+86.97
817.23
817.77
818.34
818.88
819.38
819.84
820.26
820.64
820.98
821.28
821.55
821.77
821.95
822.10
822.20
822.27
822.30
822.28
822.23
822.14
822.01
821.84
821.63
821.38
821.09
820.77
820.40
820.00
819.55
819.07
818.54
817.98
817.40
816.81
816.54
821.23
821.34
821.47
821.61
821.75
821.89
822.02
822.16
822.28
822.38
822.45
822.51
822.54
822.56
822.55
822.52
822.47
822.40
822.31
822.19
822.06
821.90
821.73
821.53
821.34
821.14
820.94
820.74
820.54
820.36
820.24
820.22
820.28
820.43
820.54
4.00
3.57
3.13
2.73
2.37
2.05
1.76
1.52
1.30
1.10
0.90
0.74
0.59
0.46
0.35
0.25
0.17
0.12
0.08
0.05
0.05
0.06
0.10
0.15
0.25
0.37
0.54
0.74
0.99
1.29
1.70
2.24
2.88
3.62
4.00
A
B
Collector Shoulder
Proposed Shoulder
Keystone Parkway
Line "E" Station Line "E" Station
SECTION A-A
Va
r
ie
s
1
’-
0
"
1
2" V Notch
0
1
2"
2
"
Clr.
V
a
r
ie
s
1
0
"
+
/
-
t
o
4
’-
9
"
51
2"51
2"
Top of Bridge Rail
Top of Bridge Rail
Modified Reinforced Concrete Barrier Wall
aedwards 9:05:42 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
1
1"
2
"
5
"
Scale: 1/4"=1’-0
DETAIL "A"
5
12
"
5
12
"
2
’-
0
"
2
"
5
"
1’-
6
12
"
5
12
"
2
’-
7
"
R
e
in
fo
rc
e
d
C
o
n
c
r
e
t
e
B
a
r
r
ie
r
Wa
ll,
3
3
"
B
B
3
’-
0
12
"
0
1
2
"
2’-0"Varies
Top of Bridge Rail
R.F. Bridge Rail
F.F. Bridge Rail
1
’-
4
"
M
S
E
Wa
ll
2
12
"
1
’-
6
"
Mo
d
if
ie
d
3
3
"
B
rid
g
e
R
a
il
MISCELLANEOUS DETAILS
AS NOTED
DADDAD
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
CITY OF CARMEL
07-08C
23
N/A
ELS
260
2/12/09
AJE
MODIFIED CONCRETE
RAILING TRANSITION, TPS-2
BILL OF MATERIALS
Epoxy Coated Reinforcing Steel
Size And
Mark Bars
No. Of Length
(Feet)
Weight
(Lbs.)
Total Epoxy Coated Reinforcing Steel
Concrete
Cys.
Miscellaneous
Surface Seal Sft.
5’-11"
Total No.5 777
3’-2"17
1,011
Cys.
595
#5
62
5’-6"#5
10
14
401
8’-0"17402
16’-0"10#4
Total No.4 234
Concrete Class B in Footing
Concrete Class C In Railing
591 6’-0"31
3.9
2.4
118
11’-6"
16’-5"
3
’-
0
"
2
’-
9
"
3"3"
3
"
3
"
2
"
8
"
5
S
p
a
.
@
4
"
=
1
’-
8
3" = 2’-6
17-401 Bars & 17-402 Bars (Spaced @ 1’-0 Max.)
MODIFIED CONCRETE RAILING TRANSITION, TPS-2 - ELEVATION VIEW
16-595 Bars (8 Ea. Face)14-595 Bars (7 Ea. Face)32-595 Bars (16 Ea. Face)
10-#4 x 16’-0"
(3 Top, 4 Middle, 3 Bottom)
A
A B
B
10-#5 x 11’-6"
(5 Ea. Face)
31- 591 Bars
14-#5 x 5’-6"
(7 Ea. Face)
Scale: 12"=1’-0
1
1 Holes for Attachment of Guardrail Transition Type,TGB
(See Standard Drawing E706-CBRT-02)
4
"
8
"
=
2
’-
0
"
2
"
3
’-
0
"
2
’-
9
"
9"15’-8" - Pay Limits of Modified Concrete Bridge Railing Transition, TPS-2
10 Spa. @6 Spa. @ 6" = 3’-0"6"7 Spa. @ 8" = 4’-8"6"6 Spa. @ 8" = 4’-0"
2
’-
2
"
16’-5"
MODIFIED CONCRETE RAILING TRANSITION, TPS-2 - PLAN VIEW
1
’-
6
"
Scale: 12"=1’-0
#5 Bars 4
"
4
"
Holes for Attachment of Guardrail
Transition Type,TGB
15’-8" - Pay Limits of Modified Concrete Bridge Railing Transition, TPS-2 9"
3
S
p
a
.
@
2
’-
6
"
1’-10"
2
’-
7
"1’-10"
1’-0"
8
"
591 x 6’-0"402 x 8’-0"401 x 3’-2"595 x 5’-11"
5’-4"
Note:
These Quantities are for One Modified Concrete Bridge
Railing Transition, TPS-2 and One Transistion Footing.
These Quantities are for Information Purposes Only.
4’-15
8"
5
’-
2
1
2
"
6’-71316"
9
’-
6
"
R
.
C
.
Mo
m
e
n
t
S
la
b
591a Bars @ 12"
#6 @ 12", Tie Bars See Standard
Drawing 706-BRRW-05 for Details
1
’-
4
"
M
S
E
Wa
ll
Bridge Coping
3"
1-#5 x 7’-3"
MODIFIED MOMENT SLAB DETAIL
Scale: 1
4"=1’-0
Bridge Rail
M
o
d
.
3
3
"
B
r
id
g
e
R
a
il,
Ty
p
e
I
Extend R.C. Moment Slab Steel
into Modified Moment Slab
3" Cl.
Note: See Sheet 19 for Modified 33" Bridge Rail, Type I Details
aedwards 9:05:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS16.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
2’-2"
1’-6"
SECTION A-A
2
’-
9
"
3
’-
0
"
4"4"
4" Cl.
(Typ.)
3
"
2
"
3
"
C
l.
(
T
y
p
.
)
#5 Bars
401 Bar
402 Bar
#4 Bar
Type A Constr. Joint
595 Bars
591 Bars
Scale: 34" =1’-0
2’-2"
1’-6"
8
"
1
’-
1
1
4
"
2
’-
9
"
3
’-
0
"
4"4"
4" Cl.
(Typ.)
3
"
2
"
3
"
C
l.
(
T
y
p
.
)
5
S
p
a
.
@
4
"
=
1
’-
8
"
#5 Bars
401 Bar
402 Bar
#4 Bar
Type A Constr. Joint
595 Bars
591 Bars
Holes for Attachment of Guardrail
Transition Type,TGB
SECTION B-B
Scale: 34" =1’-0
4
"
3
S
p
a
.
@
8
"
=
2
’-
0
"
4 Spa. @ 3 3
16" = 1’-3 1
4"
2"
(Typ.)
2" Cl.
(Typ.)
1"=1’-0
MISCELLANEOUS DETAILS
DADDAD
AJE
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
CITY OF CARMEL
07-08C
24
N/A
260
2/12/09
AJE
Note: See Sheet 26 for Panel Details.
aedwards 9:05:56 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
5
’-
0
"
(
T
y
p
.
)
5
’-
0
"
(
T
y
p
.
)
Scale: 1
4" = 1’-0
A
A
A
B
B
B
B
B
A
A
A
Scale: 1
4" = 1’-0
C
TYPICAL ELEVATION @ BRIDGETYPICAL ELEVATION
10’-0" (Typ.)
C
10’-0" (Typ.)30’-0 (Typ.)
C
a
p
30’-0" (3 Column Pattern Repeat)
B
E
E E
Denotes Architectual finish
5
’-
0
"
(
T
y
p
.
)
5
’-
0
"
(
T
y
p
.
)
A2
A2
A2
B
B
B
B
B
A2
A2
A2
2
’-
6
"
5
’-
0
"
(
T
y
p
.
)
C
a
p
30’-0" (3 Column Pattern Repeat)
B
E
Scale: 1
4" = 1’-0
TYPICAL ELEVATION
Proposed Shoulder Smooth Finish
2
’-
6
"
5
’-
0
"
(
T
y
p
.
)
2
’-
0
"
Va
rie
s
2
’-
6
"
5
’-
0
"
(
T
y
p
.
)
Va
r
ie
s
2
’-
0
"
10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"
Proposed Shoulder Smooth Finish
(Typ.)
Proposed Shoulder
Proposed ShoulderSmooth Finish
2
’-
0
"
Va
rie
s
2
’-
6
"
5
’-
0
"
(
T
y
p
.
)
Va
r
ie
s
2
’-
0
"
E
Sta. 488+00.00 to Sta. 494+35.20 Line "E", Wall "A"
Sta. 500+61.54 to Sta. 496+34.20 Line "E", Wall "B"
Sta. 494+35.20 to Sta. 496+51.40 Line "E", Wall "A"
Sta. 496+34.20 to Sta. 494+16.20 Line "E", Wall "B"
Sta. 496+51.40 to Sta. 501+54.72 Line "E", Wall "A"
Sta. 494+16.20 to Sta. 489+00.00 Line "E", Wall "B"
Base Elev. 808.00 Wall "A"
Base Elev. 808.10 Wall "B"
Base Elev. 805.50 Wall "A"
Base Elev. 805.60 Wall "B"Base Elev. 808.00 Wall "A"
Base Elev. 808.10 Wall "B"
5
’-
0
"
(
T
y
p
.
)
V
a
r
ie
s
2
’-
0
"
5
’-
0
"
(
T
y
p
.
)
V
a
r
ie
s
2
’-
0
"
C
a
p
C
a
p
2
’-
0
"
2
’-
0
"
2
’-
0
"
2
’-
0
"
M
in
.
M
in
.
Note: See Special Provisions for More Information Regarding
Architectual Finishes for Wall Panels.
A Minimum of 3 Variations of the Architictual Finish E
to be Placed Throughout and Repeated, So That No Similar
Panel is Adjacent to One Another.
Scale: 1
8"=1’-0
1
1
MSE Wall Panel(s) to be Divided to Create Step Up to Bridge Limits.
(Repeat Panel "B")
Leveling Pad
Va
r
ie
s
2
’-
0
"Va
r
ie
s
30’-0 (Typ.) (3 Column Pattern Repeat) 1Bridge Limits 30’-0 (Typ.) (3 Column Pattern Repeat)
(See Typical Elevation for Details)(See Typical Elevation for Details)(See Typical Elevation @ Bridge for Details)
2
’-
0
"
C
a
p
Top of Coping
Base Elevation Established
From MSE Panel Limits
Top of Coping
5 - "C" Panels @ 4 Equal Spaces (116th Street ~ Walls "A" & "B")
TYPICAL PANEL LAYOUT @ 116th STREET
4
9
4
+
3
5
.2
0
W
a
ll
"A
"
4
9
6
+
3
4
.2
0
W
a
ll
"B
"
4
9
6
+
5
1
.4
0
Wa
ll
"A
"
4
9
4
+
1
6
.2
0
Wa
ll
"B
"
(
Ty
p
.)
5
’-
0
"
2
’-
6
"
(
T
y
p
.)(
Ty
p
.)
5
’-
0
"
5
’-
0
"
(
Ty
p
.
)
10’-0"10’-0"
Standard MSE Wall Pattern
(Typ.)(Typ.)
40’-0"40’-0"40’-0"40’-0"
1"=1’-0
MISCELLANEOUS DETAILS
DAD DAD
AJE
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
CITY OF CARMEL
07-08C
25
N/A
JSB
260
2/12/09
AJE
Note: See Sheet 26 for Panel Details.
aedwards 9:06:03 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
5
’-
0
"
(
T
y
p
.)
5
’-
0
"
(
T
y
p
.)
Scale: 1
4" = 1’-0
A
A
A
B
B
B
B
B
A
A
A
Scale: 1
4" = 1’-0
C
TYPICAL ELEVATION @ BRIDGETYPICAL ELEVATION
10’-0" (Typ.)
C
10’-0" (Typ.)30’-0 (Typ.)
C
a
p
30’-0" (3 Column Pattern Repeat)
B
E
E E
Denotes Architectual Finish
5
’-
0
"
(
T
y
p
.)
5
’-
0
"
(
T
y
p
.)
A2
A2
A2
B
B
B
B
B
A2
A2
A2
2
’-
6
"
5
’-
0
"
(
T
y
p
.)
C
a
p
30’-0" (3 Column Pattern Repeat)
B
E
Scale: 1
4" = 1’-0
TYPICAL ELEVATION
Proposed Shoulder Smooth Finish
2
’-
6
"
5
’-
0
"
(
T
y
p
.)
2
’-
0
"
V
a
r
ie
s
2
’-
6
"
5
’-
0
"
(
T
y
p
.)
V
a
r
ie
s
2
’-
0
"
10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"10’-0"
Proposed Shoulder Smooth Finish
(Typ.)
Proposed Shoulder
Proposed ShoulderSmooth Finish
2
’-
0
"
V
a
r
ie
s
2
’-
6
"
5
’-
0
"
(
T
y
p
.)
V
a
r
ie
s
2
’-
0
"
E
5
’-
0
"
(
Ty
p
.)
4
’-
4
1
2
"
5
’-
0
"
(
Ty
p
.)
4
’-
4
1
2
"
Base Elev. 815.80 Wall "H"
Base Elev. 815.80 Wall "I"
Base Elev. 813.30 Wall "H"
Base Elev. 813.30 Wall "I"Base Elev. 815.80 Wall "H"
Base Elev. 815.80 Wall "I"
Sta. 515+90.00 to Sta. 522+10.00 Line "E", Wall "H"
Sta. 514+19.70 to Sta. 509+16.31 Line "E", Wall "I"
Sta. 513+91.20 to Sta. 515+90.00 Line "E", Wall "H"
Sta. 515+88.40 to Sta. 514+19.70 Line "E", Wall "I"
Sta. 509+84.71 to Sta. 513+91.20 Line "E", Wall "H"
Sta. 522+50.00 to Sta. 515+88.40 Line "E", Wall "I"
2
’-
0
"
2
’-
0
"
2
’-
0
"
2
’-
0
"
M
in
.
M
in
.
Note: See Special Provisions for More Information Regarding
Architectual Finishes for Wall Panels.
A Minimum of 3 Variations of the Architictual Finish E
to be Placed Throughout and Repeated, So That No Similar
Panel is Adjacent to One Another.
Scale: 1
8"=1’-0
1
1
MSE Wall Panel(s) to be Divided to Create Step Up to Bridge Limits.
(Repeat Panel "B")
Standard MSE Wall Pattern
Leveling Pad
(
T
y
p
.)
(
Ty
p
.)
(
Ty
p
.
)
(
Ty
p
.)
(Typ.)(Typ.)
Va
r
ie
s
2
’-
0
"Va
r
ie
s
30’-0 (Typ.) (3 Column Pattern Repeat) 1Bridge Limits 30’-0 (Typ.) (3 Column Pattern Repeat)
(See Typical Elevation for Details)(See Typical Elevation for Details)(See Typical Elevation @ Bridge for Details)
2
’-
0
"
C
a
p
40’-0"20’-0"20’-0"40’-0"
Top of Coping
10’-0"10’-0"
5
’-
0
"
2
’-
6
"
5
’-
0
"
5
’-
0
"
Base Elevation Established
From MSE Panel Limits
Top of Coping
TYPICAL PANEL LAYOUT @ EAST CARMEL DRIVE
5
1
3
+
9
1.
2
0
Wa
ll
"H
"
5
1
5
+
8
8
.
4
0
Wa
ll
"I
"
5
1
5
+
9
0
.
0
0
Wa
ll
"H
"
5
1
4
+
1
9
.7
0
Wa
ll
"I"
4 - "C" Panels @ 3 Equal Spaces (East Carmel Drive ~ Walls "H" & "I")
MISCELLANEOUS DETAILS
AS NOTED
DAD DAD
AJE
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
CITY OF CARMEL
07-08C
26
N/A
260
2/12/09
AJE
aedwards 9:06:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
880305
DAVID A. D
AY
10’-0" (Typ.)
5’-0"5’-0"
4’-101
2"
1
’-
3
"
1
’-
3
"
1
’-
3
"
1
’-
3
"
5
’-
0
"
(
T
y
p
.)
1
’-
1
1
2
"
(
T
y
p
.
)
Scale: 1
2" = 1’-0
ELEVATION - PANEL "A"
Scale: 1
2" = 1’-0
ELEVATION - PANEL "B"
Scale: 1
2" = 1’-0
ELEVATION - PANEL "C"
Scale: 1
2" = 1’-0
ISOMETRIC - PANEL "A"
PLAN - PANEL "A"
Scale: 1
2" = 1’-0
PLAN - PANEL "B"
Scale: 1
2" = 1’-0
PLAN - PANEL "C"
ISOMETRIC - PANEL "C"ISOMETRIC- PANEL "B"
10’-0" (Typ.)
5’-0"5’-0"
4’-101
2"
5
’-
0
"
(
T
y
p
.)
2
’-
6
"
2
’-
6
"
2
’-
4
1
2
"5
’-
0
"
(
T
y
p
.)
2
’-
6
"
2
’-
6
"
5’-0"5’-0"
10’-0" (Typ.)
10’-0" (Typ.)10’-0" (Typ.)10’-0" (Typ.)
3
4
"
C
h
a
m
f
e
r
(
T
y
p
.
)
3
4
"
C
h
a
m
f
e
r
(
T
y
p
.
)
8
"
(
T
y
p
.
)
34" "V" Notch
(Typ.)
34" "V" Notch
(Typ.)
3
4
"
C
h
a
m
f
e
r
(
T
y
p
.
)
3
4
"
C
h
a
m
fe
r
(
Ty
p
.)
3
4" "V" Notch
(Typ.)
3
4" "V" Notch
(Typ.)
3
4
"
"V"
N
o
t
c
h
(
T
y
p
.
)
3
4
"
"V"
N
o
t
c
h
(
T
y
p
.
)
3
4
"
C
h
a
m
fe
r
(
Ty
p
.)
3
4" Chamfer
(Typ.)
3
4
"
C
h
a
m
fe
r
(
Ty
p
.)
34" Chamfer
(Typ.)
3
4" Chamfer
(Typ.)
4
3
4
"
4
3
4
"
G
G
F
F
D
D Denotes Architectual Finish
F Denotes Architectual Finish
G Denotes Architectual Finish
2
’-
0
"
2
’-
0
"
2’-0"2’-0"
+2 1/2" Extrusion
Diamond
-2 1/2" Depression
Line of Rotation
4’-0"
2
12
"
D
ia
m
o
n
d
D
e
p
r
e
s
s
io
n
2
12
"
Dia
m
o
n
d
E
x
t
r
u
s
io
n
5
12
"
S
t
d
.
M
S
E
P
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n
e
l
5
12
"
S
t
d
.
M
S
E
P
a
n
e
l
5
1
2
"
S
t
d
.
MS
E
P
a
n
e
l2’-10"2’-10"G
G
F
ISOMETRIC - PANEL "A2"
10’-0" (Typ.)
5’-0"5’-0"
4’-101
2"
1
’-
3
"
1
’-
3
"
1
’-
3
"
1
’-
3
"
5
’-
0
"
(
T
y
p
.)
1
’-
1
1
2
"
(
T
y
p
.
)
Scale: 1
2" = 1’-0
ELEVATION - PANEL "A2"
Scale: 1
2" = 1’-0
10’-0" (Typ.)
3
4
"
C
h
a
m
f
e
r
(
T
y
p
.
)
34" "V" Notch
(Typ.)
3
4
"
C
h
a
m
fe
r
(
Ty
p
.)
3
4" "V" Notch
(Typ.)
3
4
"
"V"
N
o
t
c
h
(
T
y
p
.
)
3
4" Chamfer
(Typ.)
4
3
4
"
5
12
"
S
t
d
.
M
S
E
P
a
n
e
l
PLAN - PANEL "A2"2’-078"9116"1
’-
5
5
8
"
6
3
8
"
Note: See Special Provisions for More Information Regarding
Architectual Finishes for Wall Panels.
PLAT NO. 1
N/A
ELS
JSB JSB
VMS
1"=100’
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
CITY OF CARMEL
07-08C
27
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
465+00 470+00
Lakeshore DriveSongbird CourtJordan Road
Wh
is
p
e
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g
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il
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.
1
/
4
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e
c
.
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e
Wo
o
d
la
n
d
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n
e
LOT 76
LOT 75
LOT 74
LOT 73
LOT 72
LOT
133
LOT
132
LOT
120
LOT 119 LOT 118
LOT 117
LOT 116
LOT 115
LOT
133
LOT
132
LOT
131
LOT
130
LOT
129
LOT
128
LOT
127
LOT 45
LOT 65
LOT 64
LOT 63
LOT 62
JORDON WOODS
FIFTH SECTION
WOODLAND SPRINGS
SECOND SECTION
J
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N
W
.
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TUONG-VI THI DONOHO
GEFFREY M. &
MONICA L. LADY
JOY SHUGART
ALMA LORENA &
SILVIA J.
FLORES MORENO
PITTMAN
RICHARD N. &
RHONDA R.
FELDMAN
INGEBORG U.
GOODMAN
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CARMEL 1031
LLC
LOT 5
LOT 4
LOT 3
LOT 56
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ER
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.
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LOT
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5
LOT
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6 LOT
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7
LOT
13
8
LOT
13
9
LOT
14
0
LOT
14
1
LO
T
14
2
LOT
14
3 LO
T
14
4
LO
T
14
5
LOT
146
LOT
14
8
LOT
149
LOT
150
LOT
151
LOT
158
LOT
159
LOT
160
LOT
161
CH
ARLES
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.
&
DEBO
R
AH
G.
DAVIS
J
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R
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VIEF
H
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ABLE
LIVIN
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T
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.
&
BE
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Y
J
.
TRS
P
OP
E
CLARK
&
TR
ACE
Y
J
T/
R
S
BU
F
F
ING
TO
N
S
HA
R
I
AN
N
WIN
GA
R
D
THO
MA
S
&
DO
R
IS
H
.
J
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S
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F
R
OBE
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T
A
.
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J
.
WID
D
ER
S
P
A
TR
IC
K
J
.
&
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DS
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MIC
HE
LE
B
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J
T/
R
S
KRE
N
S
TEP
HEN
P
.
II
&
LAU
R
A
S
.
S
P
RIG
GS
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
MERCHANTS
POINTE
ASSOCIATION LLC
MERCHANTS
POINTE
ASSOCIATION LLC
LOT 110LOT 119 LOT 114
LOT 118
LOT 115
LOT 116LOT 117
LOT
105
LOT
106
LOT
107
LOT
108
LOT
109
Lakeshore Drive
ROLLING SPRINGS DRIVE
L
u
c
a
n
n
S
t
r
e
e
t
R
o
llin
g
S
p
r
in
g
s
Dr
iv
e
R
o
ll
s
h
o
r
e
C
o
u
r
t
W
o
o
d
s
h
o
r
e
C
o
u
r
t
WOODLAND SPRINGS
SECOND SECTION
WOODLAND SPRINGS
THIRD SECTION
MERCHANTS’
POINTE SUBDIVSION
475+00 480+00 485+00 490+00 495+00
WOODLAND COUNTRY CLUB, INC.
WOODLAND GOLF
CLUB SUBDIVISION
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Line "E"
LOT
1
4
7
Lin
e
"S
-
6
-
E
"
A
p
p
.
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e
c
t
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BEGIN PROJECT 07-08C
473+95.00 "E"
BEGIN CONSTRUCTION
15+00.00 "S-6-E"
END CONSTRUCTION
26+00.00 "S-6-E"
Keystone Parkway
11
1
t
h
S
t
r
e
e
t Springs CourtPointe Drive
P
o
inte
P
a
rkwa
y
L.A. R/W 110’ L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
5
5
’
R
/
W
L.A. R/W
L.A. R/W
L.A. R/W
aedwards 9:06:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PL01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
PLAT NO. 1
N/A
ELS
JSB JSB
VMS
1"=100’
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
CITY OF CARMEL
07-08C
28
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
App. Exist. L.A. R/W
App. Exist. L.A. R/W
LOT 5 LOT 4
LOT 3
LOT
159
LOT
160
LOT
161
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
MERCHANTS
POINTE
ASSOCIATION LLC
Rolling Springs Drive
495+00 500+00 505+00 510+00 515+00 520+00
LOT 30
LOT 31
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 32
LOT 36
LOT 35
LOT 34
LOT 33
LOT 39
LOT 38
LOT 37
LOT 42
LOT 41
LOT 40
COMMON
AREA
LOT 45
LOT 44
LOT 43
COMMON
AREA
LOT 46
LOT 47
LOT 48
LOT 49
LOT 58
LOT 57
LOT 56
LOT 55
LOT 54
LOT 53
LOT 52
LOT 50
LOT 51
COMMON
AREA
LOT 63
LOT 62
LOT 61
LOT 60
LOT 59
C
OMMO
N
AR
EA
LO
T 2
3
LO
T 2
2
LOT
2
1
LO
T 2
0
LOT
19
LOT
18
LOT
17
LOT
16
LOT
15
LOT
14
LOT
13
LOT
12
LOT 1
1
LOT
10
LOT
9
LOT
8
LOT
7
LOT
6
LOT
5
LO
T 4
LOT
3
LOT
2
LOT
1
DA
VID
L.
&
DON
NA
L.
H
AN
NIN
G
MERCHANTS
450 LLC
TRIDENT
FOODS, INC.
G & T
COMPANY
JAMES F.
SINGLETON CIRCLE
FINANCIAL
CORP.MCL, INC.
MERCHANTS
450 LLC
MERCHANTS
450 LLC
OSBORNE
CARMEL
CENTER, LLC ROIF, LLC
MCDONALD’S
CORPORATION
CARMEL DRIVE
OFFICE BUILDING
GS PROPERTIES,
INC. ET AL.
NRW CORPORATION
CITY OF CARMEL
TO
WN
O
F
CA
R
MEL,
INDIA
NA
TOWN
OF
C
ARME
L,
IN
DIAN
A
CITY OF CARMEL
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
GEORGE NAE
ET UX.
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
GEORGE NAE
ET UX.
LOT
354
LOT
353
LOT
352
LOT
351 LOT
350
LOT
349
LOT
374
LOT
375
LOT
376
LOT
378
LOT
379
LOT
380
LOT
381
LOT
382
LOT
383
LOT
394
LOT
395
LOT
396
LOT
397
LOT
326
LOT
325
MAPLES OF CARMEL
HORIZONTAL PROPERTY
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.COMMON
AREA
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
LEIGH B. &
SONIA
ELIZABETH
BANGS
WATERFORD SECONDARY PLAT
COMMON
AREA
CITY
OF
C
ARMEL
MATHES FAMILY
LIMITED PARTNERSHIP
R
o
a
d
w
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y
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t
ilit
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a
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t
CITY OF CARMELRoadway and Utility Easement
SDMBR, LLC
C
ITY
OF
CA
R
MEL,
IN
DIA
NA
MAPLES OF CARMEL
HORIZONTAL PROPERTY
Roadway and Utility Easem ent
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1
6
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h
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T
WOODLAND SPRINGS EIGHTH SECTION
Keystone Way
Keystone Way
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App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R
/W
App. Exist. R
/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
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6
6
31
31
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
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Exist. Easement
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.
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a
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m
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sem
ent
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ent
E
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.
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Exist. Easem
ent
Exist. Easement
CARMEL
1031 LLC
E
xist.
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a
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Pointe DriveP
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te
P
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6
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Manor Drive
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O
F
CA
R
MEL,
INDIA
NA
WATERFORD OF CARMEL HOMEOWNER’S ASSOCIATION INC.
COMMON AREA
Exist.Easem
ent
Line "E"Keystone Parkway
Exist. Easement
Lin
e
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-
1
6
-
E
"
5
5
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W
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END CONSTRUCTION
26+00.00 "S-6-E"
BEGIN CONSTRUCTION
15+00.00 "S-6-E"
BEGIN CONSTRUCTION
45+45.00 "S-6-E"
END CONSTRUCTION
53+30.00 "S-6-E"
E
.
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L.A. R/W
L.A. R/W
L.A. R/W
MERCHANTS POINTE
ASSOCIATION LLC
L.A. R/W
L.A. R/W
110’ L.A. R/W
L.A. R/W
L.A. R/W 110’ L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
L.A. R/W
95’ L.A. R/W
95’ L.A. R/W
W&W
PROPERTIES,
LLC
Temp R/W
aedwards 9:06:24 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PL02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
PLAT NO. 1
N/A
ELS
JSB JSB
VMS
1"=100’
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
CITY OF CARMEL
07-08C
29
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
520+00
GEORGE NAE
ET UX.
GEORGE NAE
ET UX.
LOT
351 LOT
350
LOT
349
App. Exist. L.A. R/W
App. Exist. L.A. R/W
525+00 530+00 535+00 540+00 545+00 550+00
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
WOODLAND SPRINGS
EIGHTH SECTION
DAVID L. &
DONNA L.
HANNING
GREEN/OPE N
AREA
LOT 2LOT 1
LOT 1
R
ICH
ARD
E.
LE
E
MOHAWK ASSOCIATES, LLC
Water Line Easement
Water Line Easement
MOHAWK ASSOCIATES, LLC
H. ALAN
STEPHENS
ROBERT M. &
V. MAXINE JEGLUM
MATTHEW R. &
STEPHANIE T.
COFFMAN
LOT
147
LOT
148
JACK T. SR. &
CONNIE L.
BURNS
JENNIFER
WARD
LOT
149
LOT
150
LOT
146
JASON A. &
CARRIE T.
McGUIRE
JT/RS MARTIN
HAROLD A.
MARLEY
LOT
174
LOT
173
LOT
188
RICHARD KEITH &
SHELLY ANN
JONES
LOT
189
RONALD &
KAREN L.
PEARSON LOT
208
EUGENIA
SIMKUS
LOT
175
LOT
187
FRED M. II &
KIMBERLY KASER
IVERSEN
LOT
209
LOT
210
SHANNER H. &
CHRISTINA S.
DRAKE
LOT
113
LOT
112
LOT
116
LOT
117
LOT
118
LOT
111
LOT
145
LOT
151
LOT
172
LOT
176
LOT
171
LOT
177
LOT
170
LOT
169
LOT
178
LOT
179LOT
168
LOT
167
LOT
180
LOT
166
LOT
181
LOT
182
LOT
183
LOT
184
LOT
185
LOT
186
LOT
190
LOT
191
LOT
192
LOT
193
LOT
194
LOT
195
LOT
207
LOT
206
LOT
205
LOT
211
LOT
212
LOT
213
THOMAS J. &
LISA J.
HENNEBERRY
T
O
WN
O
F
C
A
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E
L
LOT
41
LOT
42
LOT
43
LOT
44
LOT
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A
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CO
.
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N
C
.LOT
48
LOT
49
STATE OF INDIANA
Re-Plat of
Cool Creek Estates
LOT
115
LOT
114
E
D
E
N
H
O
LLO
W
P
LA
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E
EDEN WAY P
LACE
EDEN WAY COURT
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.
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/
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SCOTT L. &
NOVA
BRYGGER
Exist. Easem
ent
Exist. Easem
ent
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e
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t
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ent
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ent
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Exist. Easement
Exist. Easement
Ex
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t
.
Ea
s
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e
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t
Exist. Easem
ent
Exist. Easem
ent
FRANCES
LYNN
KAISER
Exist. Easement
Exis
t
.
Ea
s
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t
A
p
p
.
E
x
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s
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.
R
/
W
App. Exist. R/W
App. Exist. L.A. R/W
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t
.
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.
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a
s
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t
Exist. Easement
MOHAWK ASSOCIATES, LLCMOHAWK HOUSING PARTNERS, LLC
MOHAWK HOUSING
PARTNERS, LLC
MOHAWK ASSOCIATES, LLC
LOT
1
T
H
E
T
R
U
S
T
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E
S
O
F
T
H
E
F
IR
S
T
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A
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S
T
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F
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A
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M
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L
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I
N
D
I
A
N
A
,
I
N
C
.
Exist. Easement
Keystone Parkway
31
31
30
30
VILLAGE
HOMEOWNERS
ASSOCIATION INC.
EDEN VILLAGE
EDEN ESTATES
SECTION FOUR
EDEN PARK
SECTION SIX
EDEN ESTATES
SECTION SEVEN
EDEN ESTATES
SECTION SEVEN EDEN ESTATES
SECTION EIGHT
Exist. Ea
sem
ent
E
xis
t
.
Ea
s
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m
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t
Exis
t
.
Ea
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END PROJECT 07-08C
529+70.00 "E"
A
p
p
.
14
S
e
c
.
Lin
e
A
p
p
.
14
S
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c
.
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e
Line "E"
1
2
6
t
h
S
t
r
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t
Lin
e
"S
-
7
-
E
"
A
p
p
.
S
e
c
.
Lin
e
95’ L.A. R/W
95’ L.A. R/W
aedwards 9:06:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PL03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
N/A
N/A
JSB JSB
VMSELS GEOMETRIC TIE UP
REFERENCES
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
30
CITY OF CARMEL
07-08C
260
2/12/09
E= 12659.8931
N= 18078.68
36
N= 20826.83
E= 13174.24
37 E= 13674.23
N= 20824.56
E= 10078.21
N= 20827.90
35E= 13674.50
N= 19246.26
34 E= 13674.37
N= 20028.33
32
N= 18366.68
E= 13674.65 33
X X X
X
41 E= 13674.22
N= 20862.23
E= 13765.57
N= 22731.17
42 E= 13674.06
N= 21798.94
43 E= 13932.85
N= 24435.46494847N= 23681.98
E= 13858.89
N= 23596.07
E= 15175.29
Mag (Set)
Mag (Set)Mag (Set)
Mag (Set)
Mag (Set)
Mag (Set)Mag (Set)
(Traffic)
Center of MH
(0.2’ Below)
MAG (Set)
24" Tree
62.66’
Line "E"
24" Tree
N.O.R.A.
(0.1’ Above)
MAG (Set)
40.51’
41.19’69.50’
(0.2’ Below)
3
1
.
9
2
’
0
A
z
.
280 Az.
14.45’
9" Tree
MAG (Set)
N
o
r
t
h
"Polaris RLS9600005"
50 Az.37.32’
14
5
Az
.
4
0
.4
1’
Line "E"
38.25’3
5
.2
6
’
3
3
0
A
z.
3.90’
230 Az.
90Az.
230
Az.00Az.
150Az.40
Az.
40 E= 15362.04
N= 20817.2838N= 20822.30
E= 14174.23 E= 15260.9639N= 20817.38
4
3.
6
5
’
E= 12408.89
N= 23188.5446
N
o
r
t
h
12.45’
230Az.
N.E. Cor.
Wood Post
(1.05’ Above)
N.O.R.A.
1.25’
15" Tree
MAG (Set)
X
X
X
40Az.
App. S.W. Cor. N.E. ~4
Iron Pin (Fnd.)
Sec. 6
P.O.T. Sta. 15+00.00 "S-6-E"
MAG NAIL (Set)
P.O.T. Sta. 487+38.80 "E"
Sec. 6
App. N.W. Cor.
Iron Pin in Box (Fnd.)
P.T. Sta. 470+77.15 "E"P.O.T. Sta. 479+56.74 "E"
MAG NAIL (Set)
P.O.T. Sta. 20+00.00 "S-6-E"
P.O.T. Sta. 495+35.04 "E" =
MAG NAIL (Set)
P.C. Sta. 495+72.71 "E"P.I. Sta. 505+09.42 "E"
MAG NAIL (Set)
App. N.E. Cor.
Monument (Fnd.)
Sec. 6
P.O.T. Sta. 25+00.00 "S-6-E"
MAG NAIL (Set)
App. S.E. Cor.
Monument (Fnd.)
Sec. 31
MAG NAIL (Set)
P.T. Sta. 514+44.63 "E"P.C. Sta. 531+57.11 "E"P.O.T. Sta. 524+00.00 "E"Sec. 31
Iron Pin w/Cap (Fnd.)
App. S.E. Cor. N.E. ~4
Sec. 31
Iron Pin (Fnd.)
App. S.W. Cor. N.E. ~4
0.22’330
Az.8.75’
220A z.23.62’(1.00’ Above)
Pwp.
MAG (Set)
1
7
0
A
z
.
2
5
.
5
0
’
MAG (Set)
21" Tree
MAG (Set)
N.W. Cor.
Wood Post
24" Tree
Mag (Set)
Center MH
Light Pole
East Face
140Az.48.90’
Pwp. w/Light
55.20’
330
Az.
Base (Conc.)
N.O.R.A.
230Az.
T.S.S. (S.E. Bolt)
105.20’
3
0
0
Az.
10
8.
8
5’
T.S.S. (E. Bolt)
T.S.S. (S.W. Bolt)
T.S.S. (N.W. Bolt)
83.83’
140
Az.75.68’(0.2’ Below)
T.S.S. (N.E. Bolt)
T.S.S. (S.E. Bolt)
320Az.
76.94’
230Az.
(0.3’ Below)(0.2’ Below)
T.S.S. (N.W. Bolt)
T.S.S. (S. Bolt)
102.79’
103.97
’125 Az.
(0.4’ Below)
N
o
rt
h
52.15’
Line "A"
3
0
Az.
14.9
7’
15.13’
South 431
35.72’
55.60’ 170 Az.50 Az.35.53’Line "A"
South 431
38.18’
Line "E"
38.05’79.15’
North 431
76.55’No
r
t
h
2
6.10’
LINE "S-6-E"
LINE "S-6-E"
90Az.19
0
Az.330 Az.
220
Az.
55.60’ 190Az.
North 431
78.78’ 0Az.
30
Az.160Az.
200
Az.45Az.
10
Az.
60Az.
Mag (Set)
N.O.R.A.
25.72’
Top Center INLET "11670"
10.65’
Sign Post "One Way"
(Flush)
23.24’
1
2.1
2’
Mag (Set)
"CP 514"
N.O.R.A.
(Flush)
Gd. Rail53.93’
4
7
.7
0
’
First Post
Mag (Set)
Mag (Set)
Mag (Set)
180Az.
28.80’29.66’
(Flush)
Sign Post "One Way"
Mag (Set)
LINE "E"
29.31’
LINE "E"LINE "E"
2
2
.13
’
2
5
5
Az.
65
Az.190 Az.
320 Az.
00Az.
9
0
Az
.
10
0
A
z
.
50
Az.00Az.
190Az.
21.05’
2 2 0 A z.20.56’
116/Eden Est.
Sign Post
(Flush)
53.67’
Pwp.
MAG (Set)
Inlet
Inlet
(~c 116th)
46.30’
210
Az.
T.S.S. (N.W. Bolt)
T.S.S. (S.E. Bolt)
49.15’
(Top)
F. Hyd.
Brick Wall
N.E. Cor.5
5.3
1’12
0
Az.
47.80’
250Az.
45.75’
190Az.
3.28’
M. Box
P.K. (Fnd.)
(Flush)
M. Box
N.W. Cor.15" Tree
(N. Face)No
r
t
h
50 .10’
(| 116th)
LINE "S-6-E"
135
Az.
59.20’
50Az.25Az.50Az.
N
o
rt
h
3
4
0
A
z.35Az.
5
8" Rebar w/Cap (Set)5
8" Rebar w/Cap (Set)5
8" Rebar w/Cap (Set)
5
8" Rebar w/Cap (Set)5
8" Rebar w/Cap (Set)
Chiseled "X"
in Manhole
Rim
Inlet
(Conc.)MAG Nail
in EP
Inlet
Conc.
Chiseled "X"
in Manhole
Rim
(Conc.)
MAG Nail
in EP
aedwards 9:06:39 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TIE01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1" = 1000’
JSB JSB
DETOUR PLAN
116TH STREET
KDS KDS
323136
1 6
5
Ke
y
s
t
o
n
e
P
a
r
kw
a
y
Ke
y
s
t
o
n
e
Wa
y
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
31
N/A
JSB JSB
260
2/12/09
Construction Sign, Type A
Construction Warning Light, Type "A"
Construction Area
DETOURDETOURDETOURDETOURDETOUR
STREET STREET STREET STREET STREET
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-1
2 4
XM4-8
SPECIAL
XM5-1
5
XM4-8
SPECIAL
XM5-1
1
XM4-8
SPECIAL
XM6-3
3
"DRM 1""DRM 2""DRM 3""DRM 4""DRM 5"
XM4-8
SPECIAL
XM5-1
6
"DRM 6"
XM4-6
END
DETOUR
STREET
XM4-8
SPECIAL
XM5-1
7
"DRM 7"
XM4-6
DETOUR
END
STREET
DETOUR
AHEAD
XW20-2
ROAD
AHEAD
CLOSED
XW20-3
D E
R11-4
XM4-10(R)
R11-2
DETOUR
B C
"Assembly 2""Assembly 3"
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO
R11-4
XM4-10(L)
A
"Assembly 1"
ROAD CLOSED
THRU TRAFFIC
TO ROAD
CLOSED
Construction Warning Light, Type "B"
Barricade, Type III
XG20-2
F
CONSTRUCTION
END
116th 116th 116th 116th 116th 116th 116th
E
12 D
7
300’500’500’
F
A
3
3
4
233
3
4
2
3 3
6
B
4
5
F
DE
300’500’500’
3
C C
3
3
Temp. Changeable Message Sign
Temp. Changeable Message Sign
E 106th St
E 116th St
E 126th St Mohawk Dr
Mo
n
o
n
T
r
a
il
S
R
a
n
g
e
lin
e
R
o
a
d
K
e
y
s
t
o
n
e
P
a
rk
w
a
y
La
k
e
Wo
o
d
la
n
d
Carmel Creek
C
ar
m
el Cr
eek
Bl
u
e
W
o
o
d
s
Cr
e
e
k
E 116th St
Carmel Drive
H
ot Lick
C
r
eek
Cool Creek
aedwards 9:06:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DPL01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1" = 1000’
JSB JSB
DETOUR PLAN
CARMEL DRIVE
KDS KDS
323136
1 6
5
Ke
y
s
t
o
n
e
P
a
r
kw
a
y
Ke
y
s
t
o
n
e
Wa
y
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
32
N/A
JSB JSB
260
2/12/09
Construction Sign, Type A
Construction Warning Light, Type "A"
Construction Area
DETOUR DETOURDETOUR DETOUR
XM4-8
SPECIAL
XM6-1
XM4-8
SPECIAL
XM6-1
9 11
XM4-8
SPECIAL
XM5-1
8
XM4-8
SPECIAL
XM6-3
10
"DRM 8""DRM 9""DRM 10""DRM 11"
XM4-8
SPECIAL
XM5-1
12
"DRM 12"
XM4-6
DETOUR
END
DETOUR
AHEAD
XW20-2
ROAD
AHEAD
CLOSED
XW20-3
D E
R11-4
XM4-10(R)
R11-2
DETOUR
B C
"Assembly 2""Assembly 3"
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO
R11-4
XM4-10(L)
A
"Assembly 1"
ROAD CLOSED
THRU TRAFFIC
TO ROAD
CLOSED
Construction Warning Light, Type "B"
Barricade, Type III
XG20-2
F
CONSTRUCTION
END
CARMEL CARMEL CARMEL CARMEL CARMEL
DRIVE DRIVE DRIVE DRIVE DRIVE
XM4-8
SPECIAL
XM6-3
13
"DRM 13"
XM4-6
DETOUR
END
CARMEL
DRIVE
Temp. Changeable Message Sign
Temp. Changeable Message Sign
CC B
B
13
10
9
10
10
10
E D 12
11 10
F
F
A
9
8
E 106th St
E 116th St
N
Gu
ilf
o
r
d
R
o
a
d
S
Gu
ilf
o
r
d
R
o
a
d
E 126th St Mohawk Dr
Mo
n
o
n
T
r
a
il
S
R
a
n
g
e
lin
e
R
o
a
d
K
e
y
s
t
o
n
e
P
a
rk
w
a
y
La
k
e
Wo
o
d
la
n
d
Carmel Creek
C
ar
m
el Cr
eek
Bl
u
e
W
o
o
d
s
Cr
e
e
k
E 116th St
Carmel Drive
H
ot Lick
C
r
eek
Cool Creek
aedwards 9:06:57 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DPL02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1" = 1000’
JSB JSB
KDS KDS DETOUR PLAN
PHASE III-B & IV-A
6
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
ne Way
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
33
N/A
JSB JSB
260
2/12/09
Construction Sign, Type A
Construction Warning Light, Type "A"
Construction Area
DETOUR DETOURDETOUR
XM4-8
SPECIAL
XM6-1
15
XM4-8
SPECIAL
XM5-1
14
XM4-8
SPECIAL
XM6-3
16
"DRM 14""DRM 15""DRM 16"
XM4-8
SPECIAL
XM5-1
17
"DRM 17"
XM4-6
END
DETOUR
DETOUR
ROAD CLOSED
THRU TRAFFIC
TO
R11-4
XM4-10(L)
A
"Assembly 1"
Construction Warning Light, Type "B"
Barricade, Type III
A
14
16
KEYSTONE
NB NB
KEYSTONE
NB
KEYSTONE
NB
KEYSTONE
17
14
E 106th St
L
a
k
e
Wo
o
d
la
n
d
Carm el Creek
E 116th St
aedwards 9:07:07 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DPL03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1" = 1000’
JSB JSB
KDS KDS MAINTENANCE OF TRAFFIC DETAILS
SUMMARY TABLE
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
34
N/A
JSB JSB
2/12/09
ROAD CLOSURE SIGN ASSEMBLIES
CONSTRUCTION SIGNS, TYPE A
SIGN ASSEMBLY 1
SIGN ASSEMBLY 2
DETOUR ROUTE MARKER ASSEMBLIES
"DRM 1"
"DRM 3"
"DRM 4"
"DRM 5"
"DRM 6"
"DRM 7"
TOTAL
TOTAL
MAINTENANCE OF TRAFFIC SUMMARY TABLE
TOTAL
CONSTRUCTION SIGNS, TYPE B
TOTAL
SIGN ASSEMBLY 3
XG20-2
XW20-1(500)
XW20-3
XW1-6
XW20-1 (AHEAD)
CONSTRUCTION SIGNS, TYPE C
SPECIAL SIGN
XW21-5a
XW21-5b
PHASE 1A PHASE 1B PHASE 1C PHASE 2A PHASE 2B
XW20-2
XE5-2a
XE5-2
8
8
2
1
"DRM 2"
XR1-2
2
8 6 8 4
816XW1-4b
XW4-2
6 8 4
2
XW20-5
1
2
TOTAL
/ HIGHEST
NEEDPHASE 3A PHASE 3B PHASE 4A PHASE 4B
4
1
1
1
1
2
1 1
1
6 6 4
1
1
4 4
6 6
4
2 2
UNDISTRIBUTED
MAINTENANCE OF TRAFFIC SUMMARY TABLE
PHASE 1A PHASE 1B PHASE 1C PHASE 2A PHASE 2B
TOTAL
/ HIGHEST
NEEDPHASE 3A PHASE 3B PHASE 4A PHASE 4B UNDISTRIBUTED
TEMPORARY PAVEMENT MARKINGS
PAINT, SOLID WHITE, 4 in.
PAINT, SOLID YELLOW, 4 in.
BARRICADE, TYPE III-B
TEMPORARY MESSAGE MARKINGS
PAINT, BROKEN WHITE, 4 in.
REMOVABLE, LANE INDICATION ARROW
REMOVABLE, WORD (ONLY)
TEMPORARY CONCRETE BARRIER
TYPE 2
TYPE 2, ANCHORED
LINE, REMOVE
MESSAGE MARKINGS, REMOVE
REMOVABLE, SOLID WHITE, 8 in.
REMOVABLE, SOLID YELLOW, 8 in.
REMOVABLE, SOLID WHITE, 4 in.
REMOVABLE, BROKEN WHITE, 4 in.
REMOVABLE, SOLID YELLOW, 4 in.
TRANSVERSE MARKINGS, REMOVE
FLASHING ARROW SIGN
TEMP. CHANGEABLE MESSAGE SIGN
ENERGY ABS. TERMINAL, CZ, TL-3
PAINT, DOTTED, WHITE, 4 in.
7359
7284
7209
1918
600
631
79
1
91
2 22
1129
4753
4633
2391
650
4565
827 252
290
4,753
4,633
2,681
4,565
1,079
"DRM 8"
"DRM 9"
"DRM 10"
"DRM 11"
"DRM 12"
"DRM 13"
"DRM 14"
"DRM 15"
"DRM 16"
"DRM 17"
3
10
3
1
1
2
5
11
1
1
2
1
1
45
3
3
8
16
8
12
9
1
3374
8
12
10
TEMPORARY TRANSVERSE MARKINGS
73 36 109
BARRICADE, TYPE III-A 204 36 7 72 36 204
60 144 12 96 144
7189 911
4347 3611
7189
4347
18 2 20
7804 165
600 400 13,50912,509
9,327 10,578
19,857 2,911 2,760 1,425 27,044
90 169
7,969
7 5 12
7 72
2
2
3 3
10
3
3
60
10 10
WHITE, STOP LINE, 24"
120 120 260 500
TEMPORARY PAVEMENT 557822319531205835431
aedwards 9:07:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-A
DescriptionPhase Traffic Maintenance
Line "E"Line "E"
I I
I
PP
T
TTT
TT
I
T
TGV
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
35
CITY OF CARMEL
07-08C
260
2/12/09
Keystone Parkway
Keystone Parkway
Keystone Parkway
Keystone Parkway
Line "E"
Line "E"
ROAD
CONSTRUCTION
AHEAD
467+00
XW20-1
CONSTRUCTION
END467+00
XG20-2
Phase 1A
T
T
T
T
T
T T
Existing Pavement
10’-0"10’-0"10’-0"10’-0"
2’-0"
Varies
Construction Zone
Existing Pavement
2’-0"
Varies
Construction Zone
20 20
11’-0"12’-0"
B
B
to Existingto Existing
6’-0"16’-0"
476+00
XW21-5b
LEFT
SHOULDER
CLOSED
1000 FT.
485+00 490+00
490+00 495+00
+67.7
16.0’ RT
+90.7
6.0’ LT
+91.8
16.0’ LT
+78.4
6.0’ RT
+96.6
22.1’ RT
+17.0
20.0’ LT
+05.0
16.0’ RT
+00.0
16.0’ LT
+81.0
6.0’ RT
+31.5
16.0’ RT
Temporary Pavement by Others
Construct Temporary HMA adjacent to
Median Shoulder
No Change to Existing Traffic Patterns
PHASE IA - SECTION B-B
Existing Pavement
4’-0"
Varies
Existing Pavement
Varies
20 20
to Existingto Existing
16’-0"6’-0"
Construction Zone Construction Zone
PHASE IA - SECTION A-A
A
A
10’-0"10’-0"11’-0"11’-0"11’-0"11’-0"11’-0"
481+00
XW21-5a
LEFT
SHOULDER
CLOSED
4’-0"
CONSTRUCTION
ENDROAD
CONSTRUCTION
AHEAD
35+00
XW20-1
ROAD
CONSTRUCTION
AHEADCONSTRUCTION
END 35+00
XG20-2
6+00
XG20-2
6+00
XW20-1
(Wooded)
(Bit. Mat.)
(Bit. Mat.)
(Rip Rap)
(Wooded)
(C-Stn.)
(Rip Rap)
(Grass)
(Grass)
(Grass)
(Rip Rap)
Parking Lot
(Bit. Mat.)
(Rock)
20" Gas (Abandoned)
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
T
R
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Rip Rap)
(Grass)
(Ri Ra )
(Grass)
(Grass)
(Grass)
(Ri Ra )
F
P
RTRT
GV
aedwards 9:07:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1A.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-A
Line "E"
DescriptionPhase Traffic Maintenance
I
I
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
36
CITY OF CARMEL
07-08C
260
2/12/09
510+00505+00
Keystone Parkway
Keystone Parkway
Line "E"
Keystone Parkway
Line "E"
Keystone Parkway
515+00
Lin
e
"S
-
1
6
-
E
"
E
.
C
a
r
m
e
l
D
r
iv
e
R
67’
Existing Pavement
10’-0"10’-0"10’-0"10’-0"
Existing Pavement
Varies
Construction Zone
A
A
PHASE IA - SECTION A-A
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
CONSTRUCTION
END
35+00
XW20-1 35+00
XG20-2
59+00
XW20-1
59+00
XG20-2
20
20
T
20
Varies 16’-0"11’-0"12’-0"
6
Phase 1A
+55.1
16.0’ LT
+55.7
16.0’ RT
+57.7
34.4’ RT
+01.1
10.8’ LT
+00.0
18.0’ RT
+30.6
16.0’ LT
+99.0
16.0’ LT
T
T
T
Widening by Others
Widening by Others
Widening by Others
Widening by Others
to Existing
4’-0"
Construct Temporary HMA Adjacent
to Median Shoulder
No Change to Existing Traffic Pattern
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
R
RT
RT
RT
RT
aedwards 9:07:48 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1A.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-A
Line "E"
Line "E"
I
I
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
37
CITY OF CARMEL
07-08C
260
2/12/09
535+00
520+00 525+00
Keystone Parkway
Line "E"
Keystone Parkway
Line "E"
Keystone Parkway
Keystone Parkway
CONSTRUCTION
END 545+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
545+00
XW20-1
539+70
XW21-5b
LEFT
SHOULDER
CLOSED
1000 FT.
Existing Pavement
PHASE IA - SECTION B-B
4’-0"
Varies
Construction Zone
Existing Pavement
4’-0"
Varies
Construction Zone
B
B 11’-0"10’-0"11’-0"12’-0"
T
T
2020
16’-0"16’-0"
+50.0
16.0’ LT
+00.0
16.0’ RT
+80.0
3.0’ LT
+70.0
3.0’ LT
+70.0
3.0’ RT
T
T
T
T
T
T
to existingto existing
C
C
Existing Pavement
4’-0"
Varies
Existing Pavement
4’-0"
Varies
Construction Zone
11’-0"10’-0"11’-0"12’-0"
2020
to existingto existing
Construction Zone
PHASE IA - SECTION C-C
3’-0"3’-0"
+30.0
3.0’ RT
534+70
XW21-5a
LEFT
SHOULDER
CLOSED
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:08:03 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1A.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS
JSB JSB
KDS
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-B
DescriptionPhase Traffic Maintenance
Line "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
38
CITY OF CARMEL
07-08C
260
2/12/09
Phase 1B
Keystone Parkway
Keystone Parkway
Line "E"
470+00465+00
480+00475+00
Keystone Parkway
Line "E"
Keystone Parkway
471+00
XW1-4b (L)
CONSTRUCTION
END467+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
467+00
XW20-1
Construct Ramps South of 116th Street
& North of E. Carmel Drive
Maintain Northbound Traffic on Northbound Lanes
Maintain Southbound Traffic on Southbound Lanes
Shift Traffic Towards Median.
1
0
’
1
0
’
1
2 41
0
’
1
0
’
4
2
1
Existing Pavement
PHASE IB - SECTION A-A
2’-0"
Varies
Construction Zone
Existing Pavement
Varies
Construction Zone
10’-0"10’-0"
2’-0"
A
A
10’-0"10’-0"25’-0"25’-0"
1 2 4 4 2 1
2
5
’-
0
"
Phase I-B Work Zone
Phase I-B Work Zone
2
5
’-
0
"
12
1
+35.0
49.0’ LT
+95.3
48.0’ LT
+95.3
45.0’ LT
+95.0
49.0’ RT
+56.4
60.0’ RT
1
1
12
12
12 12
481+00
XW1-4b (L)
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:08:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1B.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-B
Line "E"
Line "E"
Note:
Contractor to Modify Signal Head
Locations as needed
PP
I
III
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
39
CITY OF CARMEL
07-08C
260
2/12/09
490+00485+00
Keystone Parkway
Line "E"
Keystone Parkway
Keystone Parkway
Line "E"
Keystone Parkway
495+00
1
1
6
t
h
S
t
r
e
e
t
Lin
e
"S
-
6
-
E
"
500+00
Existing Pavement Existing Pavement
Construction Zone
10’-0"10’-0"2’-0"
B
B
PHASE IB - SECTION B-B
10
’
10
’
10
’
10
’
12
35+00
XG20-2
35+00
XW20-1
1
0
’-
0
"
1
0
’-
0
"
1
8
’-
0
"
18’-0"8’-0"
2:1(m ax.)
2:1
(m ax.)
2
5
’-
0
"
2
5
’-
0
"
Phase I-B Workzone
Phase I-B Workzone
Phase I-B Workzone
Phase I-B Workzone
Phase I-B Workzone
4
4
4
4
4
4
4
4
1
1
1
1
1
1
1
1
1 1
1 1
2
2
2
2
2 2
2
1
7
7
7
7
7
7
7
7
77
7
7
1
0
’
1
0
’
1
8
’-
0
"
8
’-
0
"
1
0
’
1
0
’
1
0
’
15
15
14
14
14
12
12
12
12
12
12
12
Construction Zone Energy
Absorbing Terminal Req’d
Construction Zone Energy
Absorbing Terminal Req’d.
8
’-
0
"
10
’-
0
"
10
’-
0
"
10
’-
0
"
10’-0"10’-0"10’-0"2’-0"
15
15
14
15
+05.8
41.0’ LT
+05.8
38.0’ LT
+49.8
51.5’ LT
+81.1
64.6’ LT
+49.8
38.0’ LT
+50.0
8.0’ LT
+00.0
41.0’ LT
+78.9
8.0’ RT
+28.7
41.0’ RT
+69.3
18.0’ RT
+81.2
38.0’ RT
+81.2
28.0’ RT
+81.1
8.0’ LT
+31.3
41.0’ RT
+91.6
18.0’ LT
+91.5
28.0’ LT
+
9
0
.
0
+
8
0
.
0
+
0
0
.0
+
9
8
.
0
+
5
0
.
0
+
1
9
.
0
+
5
9
.
0
+
0
1.
0
+
4
1
.
0
+
0
1
.0
+
4
1
.
0
+
0
1
.9
+
4
1
.7
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
ENDROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
14
4
112
493+00
XW1-4b (R)
Phase I-B
Work Zone
2
C
C
Existing Pavement Existing Pavement
Construction Zone
10’-0"10’-0"2’-0"
PHASE IB - SECTION C-C
12
2:1(max.)
2:1
(m ax.)
10’-0"10’-0"10’-0"2’-0"
10
’-
0
"
18
’-
0
"
10
’-
0
"
8
’-
0
"
10
’-
0
"
10
’-
0
"
10
’-
0
"
8’-0"18’-0"
497+00
XW1-4b (R)
6+00
XG20-2
6+00
XW20-1
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
FP
RTRT
RT
RT
aedwards 9:08:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1B.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-B
NOTE: Contractor to Modify
Signal As Necessary
I
I
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
40
CITY OF CARMEL
07-08C
260
2/12/09
Keystone Parkway
Line "E"
Keystone Parkway
510+00 515+00
L
in
e
"S
-
1
6
-
E
"
E
.
C
a
r
m
e
l
D
r
iv
e
510+00
Keystone Parkway
Line "E"
Keystone Parkway
505+00
7
1
0
’
1
0
’
1
0
’
1
0
’
35+00
XG20-2
59+00
XG20-2
35+00
XW20-1
59+00
XW20-1
18
’-
0
"
2
0
’-
3
"
Construction Zone Energy
Absorbing Terminal Req’d
Phase I-B Work Zone
Phase I-B Work Zone
Phase I-B Work Zone
1
8
’-
0
"
10
’
10
’
6
8
4
4
1
1
1
1
1 1
2
2
2
4
4
+
6
0
.
3
+
0
0
.
2
+
3
0
.0
+
6
6
.
4
+00.0
45.0’ LT
+00.0
41.0’ LT
+77.3
46.0’ LT
+25.0
41.0’ LT
+25.0
38.0’ LT
+25.0
28.0’ LT
+50.0
41.0’ RT
+50.0
45.0’ RT
+25.0
45.0’ LT
+
5
0
.0
+
5
0
.0
+
0
0
.
0
+57.6
18.0’ RT
+34.3
37.3’ LT
+31.2
25.2’ LT
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
4
2
1
1
1
14
14
15
15
+75.0
40.9’ LT
+65.1
60.1’ LT
+
0
9
.
0
R 49’-5"
R61’-6"
+60.4
29.6’ RT
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
R
RT
RT
RT
RT
aedwards 9:08:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1B.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-B
Line "E"
Line "E"
II
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
41
CITY OF CARMEL
07-08C
260
2/12/09
535+00530+00
Keystone Parkway
Line "E"
Keystone Parkway
Keystone Parkway
Line "E"
Keystone Parkway
525+00520+00
CONSTRUCTION
END
536+00
XW1-4b (L)
Existing PavementExisting Pavement
Construction Zone
10’-0"10’-0"2’-0"2’-0"
Construction Zone
540+00
XG20-2
12 12
10’-0"10’-0"
10
’
10
’
10
’
10
’
ROAD
CONSTRUCTION
AHEAD
540+00
XW20-1
C
C
PHASE IB - SECTION B-B
1 2 4 2 14
5
’-
0
"
18’-0"18’-0"
1
8
’-
0
"
1
8
’-
0
"
10
’-
0
"
1
0
’-
0
"
1
0
’-
0
"
1
0
’-
0
"
Phase I-B Work Zone
Phase I-B Work Zone
Phase I-B Work Zone
Phase I-B Work Zone
5
’-
0
"
10
’
10
’
5
’-
0
"
5
’-
0
"
10
’
10
’
1
0
’
1
2
’
1
2
’
1
0
’
1
2
’
1
2
’
+
3
0
.0
+
9
5
.0
4
4
4
4
44
4
4
4
4
4
4
12
12
12
12
12
12
122
2
2 2
2 1
1
111
1 1
1
1
12
1
1
+
5
0
.
0
+
0
0
.0
+
8
0
.
0
+
3
0
.0
+70.0
28.0’ RT
+70.0
32.0’ RT
+70.0
28.0’ LT
+70.0
32.0’ LT
+09.1
41.9’ LT
1
2
1
1
519+00
XW1-4b (L)
Existing PavementExisting Pavement
Construction Zone
10’-0"10’-0"2’-0"2’-0"
Construction Zone 12 12
10’-0"10’-0"
PHASE IB - SECTION C-C
1 2 4 2 14
5’-0"5’-0"
C
C
529+00
XW1-4b (R)
522+00
XW1-4b (R)
1
2
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:09:06 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1B.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-C
DescriptionPhase Traffic Maintenance
Line "E"
-1.19%
+2.80%
+0.64%
Line "MOT-5"
V
CS8
16
.1
8
16
.0
8
16
.6
8
17
.2
8
17
.8
8
18
.4
8
1
8
.
9
0+00 1+00 2+00 3+00
P.V.I. STA. 2+50.00
P.V.I. ELEV. 822.65
150.00’ V.C.150.00’ V.C.
P.V.I. STA. 0+75.00
P.V.I. ELEV. 821.53
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
42
CITY OF CARMEL
1"=10’
1"=30’
07-08C
260
2/12/09
Keystone Parkway
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
Phase 1C
Northbound and Southbound Traffic to Remain on
Lanes as in Previous Phases.
EB/WB 116th Street Traffic Maintained Via Detour.
No Access to/from 116th at Keystone.
T
T
Existing Pavement
12
1 2 4
18’-0"
End Profile "MOT-5"
P.G. Elev. 821.46
Begin Profile "MOT-5"
P.G. Elev. 819.43
Line "E"
Lin
e
"S
-
6
-
E
"
Line "MOT-5"Line "SWR"
Line "COL_W"
Profile Grade Line "MOT-5"
Profile Grade Line "SWR"
Shown for Information Only
Profile Grade Line "COL-W"
Shown for Information Only
770
780
790
800
810
820
830
770
780
790
800
810
820
830
2’-0"
10’-0"10’-0"
Construction Zone
Existing Profile
Along Line "MOT-5"
Begin Construction
P.O.T. 0+00 "MOT-5" =
O.P.O.T. 493+56.39, 64.9’ LT Line "E" =
O.P.O.T. 493+57.76, 8.32’ LT Line "SWR"
P.I. Sta. 0+77.48 "MOT-5" =
O.P.O.T. Sta. 494+33.86, 66.16’ LT "E"
End Construction
P.O.T. 3+49.79 "MOT-5" =
O.P.O.C. 497+05.68, 66.4’ LT Line "E"=
O.P.O.C. 100+89.00, 2.0’ LT Line "COL-W"
P.I. Sta. 2+98.85 "MOT-5" =
P.O.C. Sta. 496+54.95, 64.5’ LT Line "E"=
Remove Signals at 116th Street.
Construct Temporary Pavement Across 116th
Street Connecting the Ramps to the Collectors.
Construct 116th Street East and West
of Keystone
540+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
540+00
XG20-2CONSTRUCTION
END
CONSTRUCTION
END467+00
XG20-2
467+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
7 777
12
12
+52.4
46.0’ LT.
+05.7
41.0’ LT.
+56.2
41.1’ LT.Phase I-C Work Zone
Phase I-C Work Zone
Phase I-C Work Zone
Phase I-C Work Zone
10’-0"10’-0"
2:
1
(
m
a
x.)
2:1(m ax.)
Profile Grade
3’-0"
2’-0"
Typical Section - Line "MOT-5"
2%T
108’ of Type III-A Barricades and
1 Road Closure Assemble Req’d.
T
R
FP
RTRT
RT
RT
8
1
9
.4
3
8
2
0
.6
5
8
2
1.
5
1
8
2
2
.
0
1
8
2
2
.2
9
8
2
2
.
3
0
8
2
2
.
0
1
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:09:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1C.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
1"=30’
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-C
Line "E"
-0.50%
-1.13%+2.55%
Line "MOT-6"
V
CS8
1
5
.
4
8
16
.1
8
16
.6
8
1
7
.
4
8
17
.7
8
17
.7
8
17
.9
8
18
.2
8
18
.8
P.V.I. ELEV. 823.01
P.V.I. STA. 0+60.00
120.00’ V.C.
P.V.I. STA. 3+50.85
P.V.I. ELEV. 821.55
50.00’ V.C.
0+00 1+00 2+00 3+00 4+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
43
CITY OF CARMEL
1"=10’
1"=30’
07-08C
260
2/12/09
T
Existing Pavement
10’-0"10’-0"
2’-0"
12
4 2 1
18’-0"
Begin Profile "MOT-6"
P.G. Elev. 821.48
End Profile "MOT-6"
P.G. Elev. 820.77
Begin Construction
Sta. 0+00 "MOT_6" =
Sta. 493+66.43, 67.1’ RT Line "E" =
Sta. 493+66.45, 0.67’ RT Line "SWR"
12
12
Keystone Parkway
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
800
810
820
830
840
850
860
800
810
820
830
840
850
860
Construction Zone
Line "E"
Lin
e
"S
-
6
-
E
"
Profile Grade Line "SER"
Shown for Information Only
Profile Grade Line "COL-E"
Shown for Information OnlyProfile Grade Line "MOT-6"
Line "MOT-6"
Line "COL_E"
Line "SER"
Existing Profile
Along Line "MOT-6"
P.I. Sta. 0+61.68 "MOT-6" =
P.O.T. Sta. 494+28.06, 64.8’ LT Line "E"
End Construction
P.O.T. 4+20.19 "MOT-6" =
O.P.O.T. 497+86.96, 56.4’ RT Line "E" =
O.P.O.T. 101+77.08, 4.00’ RT Line "COL-E"
P.I. Sta. 2+68.96 "MOT-6" =
P.O.T. Sta. 496+35.55, 66.1’ LT Line "E"
+00.0
41.0’ RT.
+85.6
46.0’ RT.
+65.5
40.0’ RT.
Phase I-C Work Zone
Phase I-C Work Zone
Phase I-C Work Zone
Phase I-C Work Zone
2:1
(m ax.)2:
1(
m
ax.)
Profile Grade
10’-0"10’-0"
3’-0"
2’-0"
2’-0"
2%
T
Typical Section - Line "MOT-6"
96’ of Type III-A Barricades and
1 Road Closure Sign Assembley Req’d
T
R
FP
RTRT
RT
RT
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:09:29 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1C.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS
JSB
KDS
JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE I-C
VCSVCS VCSVCS
VCS VCSVCS VCSVCSVCSVCSVCS
VCSVCSVCS
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
44
CITY OF CARMEL
07-08C
260
2/12/09
Line "S-6-E"
Line "S-6-E"
116th Street
116th Street
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
15+00 20+00
25+00 30+00
ROAD
CONSTRUCTION
AHEAD
29+50
XW20-1
29+50
XG20-2
CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
12
12’ of Type III -B Barricades &
1 Road Closure Sign Assembly Req’d.
Road Closure Sign
Assembly Req’d.
Road Closure Sign
Assembly Req’d.
12’ of Type III-B Barricade &
1 Road Closure Sign Assembly Req’d.
36’ of Type III-B Barricade &
1 Road Closure Sign Assembly Req’d.
12
6+00
XG20-2
6+00
XW20-1
WV
ACACACAC AC
ACACAC
ACAC FP
FP
FP
R
aedwards 9:09:43 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH1C.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
KDS
JSB JSB
KDS
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-A
DescriptionPhase Traffic Maintenance
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
45
CITY OF CARMEL
07-08C
260
2/12/09
Phase 2A
Keystone Parkway
Keystone Parkway
Line "E"
470+00465+00
480+00475+00
Keystone Parkway
Line "E"
Keystone Parkway
C
C
PHASE IIA - SECTION C-C
467+00
XG20-2 CONSTRUCTION
END
471+00
XW1-4b (R)
10’-0"10’-0"2’-0"2’-0"
2’-0"
10’-0"10’-0"2’-0"
ROAD
CONSTRUCTION
AHEAD
467+00
XW20-1
481+00
XW1-4b (L)
19
18
20
19 18
20
10
’
1
0
’
19
18
201
0
’
1
0
’
4
5
’-
7
"
4
9
’-
6
"
13
13
2
6
’-
0
"
2
5
’-
3
"
Varies Varies
1
2
’
1
2
’
1
2
’
1
2
’
2:1(m ax.)2:
1
(
m
ax.)
1920
13
18
19 20 1318
69
+05.4
49.9’ LT.
+31.3
38.4’ LT.
+20.8
42.6’ LT.
+05.5
49.6’ RT.
+34.2
21.8’ RT.
+04.5
32.5’ RT.
+75.0
69
Construct 116th Street Bridge and
Mainline Keystone for 116th Street
Interchange
Maintain northbound traffic on northbound Ramp and Collector Lanes
Maintain southbound traffic on southbound Ramp and Collector Lanes
Maintain Crossover between 116th Street & E. Carmel Drive
Right in/ Right out access of 116th Street via Temporary Signals.
E. Carmel Drive to Remain Open; Full Access.
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Wooded)
(Wooded)
(Grass)
(Grass)
(Grass)
(Wooded)
(Grass)
(Grass)
(Grass)
Cart Path (Bit. Mat.)
(Rip Ra
(Wooded)
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
Rap)(Wooded)
(Bit. Mat.)
(Bit. Mat.)
Cart Path (Bit. Mat.)
(Wooded)
Shed
Shed
Cart Path (Bit. Mat.)
aedwards 9:09:57 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2A.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-A
I I
I
PP
I
III
VC
S
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
46
CITY OF CARMEL
07-08C
260
2/12/09
1
1
6
t
h
S
t
r
e
e
t
Lin
e
"S
-
6
-
E
"
Keystone Parkway
Line "E"
Keystone Parkway
495+00 500+00
Keystone Parkway
Line "E"
Keystone Parkway
485+00 490+00
486+00
XW1-4b (L)
19
19
2
19
19
19
19
18
20
1
0
’
1
0
’
18
20
1
0
’
1
0
’
4
1
1
0
’
1
0
’
20
18
1
0
’
1
0
’
18
20
1
0
’
1
0
’
19
18
20
1
0
’
1
0
’
20
18
10
’
1
0
’
20
18
1
0
’
1
0
’
13
13
13
10
’
10
’
6
0
’-
5
"
6
6
’-
5
"
6
5
’-
1
0
"
7
0
’-
5
"
5
8
’-
5
"
6
9
’-
1
"
6
6
’-
0
"
13
13
+50.0
80.4’ LT.
+00.0
79.8’ LT.
+30.1
86.4’ LT.
+02.8
85.9’ RT.
+00.0
86.0’ LT.
+04.1
103.6’ LT.
+25.3
59.9’ LT.
+25.0
90.4’ LT.
+87.4
78.4’ RT.
CONSTRUCTION
END11+00
XG20-2
11+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
35+00
XG20-2CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
35+00
XW20-1
14 14
14 14 9
+32.3
+25.5
+04.5
+41.5+44.3
+54.3
90.4’ LT.
+66.6
92.1’ RT.
9
9
9
(Wooded)
Parking Lot
(Bit. Mat.)
(Rock)
1-Sty.
Fr. Gar.
(Tennis
(Grass)
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
F
P
RTRT
RT
aedwards 9:10:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2a.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-A
I
I
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
47
CITY OF CARMEL
07-08C
260
2/12/09
Keystone Parkway
Line "E"
Keystone Parkway
505+00
515+00510+00
Keystone Parkway
Line "E"
Keystone Parkway
E
.
C
a
r
m
e
l
D
r
iv
e
Li
n
e
"S
-
1
6
-
E
"
510+00
518+50
XW1-4b (R)
505+00
XW1-4b (L)
19 18
20
19 20
18
1
0
’
1
0
’
R
8
2
0
’-
0
"
R
8
2
0
’-
0
"
R
8
2
0’-
0"
511+00
XW1-6
R
8
2
0
’-
0
"
R
8
2
0
’-
0
"
R
8
2
0
’
-
0
"
R
8
2
0
’-
0
"
22
21
7
7
7
7
21
1
1
4
7
7
21
21
22
2
R
8
2
0
’-
0
"
R
82
0’-
0"
18
19
20
5
8
’-
5
"
1
0
’
1
0
’
R
8
2
0
’-
0
"
T
T
+00
+40
15 14
T
T
+65.0
78.4’ LT.
+50, 10’ LT.
826.67
+25, 10’ LT.
826.34
+00, 10’ LT.
826.03
+75, 10’ LT.
825.70
+50, 9’ LT.
825.37
+25, 9’ LT.
825.03
+00, 9’ LT.
824.70
+75, 9’ LT.
824.33
+50, 9’ LT.
824.00
+25, 10’ LT.
823.31
+50, 10’ LT.
822.02
+00, 10’ LT.
823.00
+75, 10’ LT.
822.87
+50, 16’ RT.
826.22
+00, 15’ RT.
825.60
+75, 15’ RT.
825.32
+50, 14’ RT.
825.02
+25, 14’ RT.
824.72
+00, 13’ RT.
824.42
+75, 13’ RT.
824.12
+50, 12’ RT.
823.80
+25, 12’ RT.
823.28
+00, 11’ RT.
823.00
+75, 11’ RT.
822.87
+50, 10’ RT.
822.92
+01, 40’ LT.
827.50
+55, 47’ LT.
825.65
+80, 44’ LT.
827.00
+30, 51’ LT.
824.45
+06, 53’ LT.
823.55+81, 55’ LT.
822.54
+56, 55’ LT.
821.63
+31, 56’ LT.
820.93
+38, 55’ RT.
825.00
+13, 56’ RT.
824.00 +
6
3
,
5
3
’
R
T.
8
2
5
.9
8
+13, 47’ RT.
826.60
+88, 50’ RT.
826.50
510+23.9
68’ RT.
510+59.1
78’ RT.
511+24.1
47’ RT.
+54, 75’ RT.
826.15
511+61.3
56’ RT.
511+98.0
66’ RT.
+91, 72’ RT.
826.25
+52, 69’ RT.
Match Exit.
512+12.1
31’ RT.
512+39.2
42’ RT.
512+66.5
54’ RT.
512+50
XW1-6
513+01.4
8’ RT.
513+88.5
6’ RT.
513+97.7
18’ RT.
514+25.5
29’ RT.
514+52.9
40’ RT.
514+55.0
43’ LT.
514+04.4
34’ LT.
513+53.7
25’ LT.
513+06.2
42’ LT.512+55.5
34’ LT.
513+56.8
51’ LT.
512+39.8
69’ LT.
512+01.4
58’ LT.
510+31.2
58’ LT.
510+70.9
68’ LT.
511+11.1
78’ LT.
2
4
’-
0
"
2
4
’-
0
"
+88, 58’ RT.
823.23509+88.3
58’ RT.
+25, 15’ RT.
825.91
2
511+63.4
48’ LT.
514+38.6
23’ LT.
CONSTRUCTION
END41+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
41+00
XW20-1
CONSTRUCTION
END
59+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
59+00
XW20-1
540+00
XG20-2
CONSTRUCTION
END
540+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
(Grass)
(Grass)
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Grass)
(Grass)(Grass)
(Conc.)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
R
RT
RT
RT
RT
aedwards 9:10:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2a.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS
JSB
KDS
JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-A
VCSVCS VCSVCS
VCS VCSVCS VCSVCSVCSVCSVCS
VCSVCSVCS
FP
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
48
CITY OF CARMEL
07-08C
260
2/12/09
Line "S-6-E"
Line "S-6-E"
116th Street
116th Street
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
15+00 20+00
25+00 30+00
ROAD
CONSTRUCTION
AHEAD
35+00
XW20-1
35+00
XG20-2
CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
CONSTRUCTION
END
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
Contractor to maintain access
to this drive at all times
36’ of Type III-B Barricades &
1 Road Closure Sign Assembly Req’d.
36’ of Type III-B Barricades &
1 Road Closure Sign Assembly Req’d.
36’ of Type III-B Barricades &
1 Road Closure Sign Assembly Req’d.
36’ of Type III-B Barricades &
1 Road Closure Sign Assembly Req’d.
20
20
20
20
20
9
9
9
9
1
5
’-
0
"
1
5’-
0
"
1
5’-
0
"
15’-0"
6+00
XG20-2
6+00
XW20-1
10+00
XW20-5 (L)
AHEAD
LEFT LANE
CLOSED
14+00
XW1-4 (R)
30+00
XW1-4 (R)
WV
ACACACAC AC
ACACAC
ACAC FP
FP
FP
R
aedwards 9:10:51 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2A.05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
116th STREET and
KEYSTONE PARKWAY
TEMP. TRAFFIC SIGNAL DETAIL
07-08C
1" = 20’
BMS
PHASE DIAGRAM
LEGEND
NOTES:
2009
I
V
CSF
P
WV
SCALE:
DES. NO PROJECT NO.
CONTRACT NO.
COMM. NO.
DRAWN BY YEAR SHEET TOTAL
DATEDESIGN ENGINEER
49 243
CITY OF CARMEL
2/12/09
1
1
6
t
h
S
t
r
e
e
t
Lin
e
"S
-
6
-
E
"
Line "E"
Keystone Parkway
495+00
v v v v 1 2 3 4
No Preference
All Approaches Flash Red
New Signal Handhole
New 2" Galvanized Steel Conduit
New Signal Mast Arm, Pole, and Foundation
New 3 Section (12 in. Red, 12 in. Amber, 12 in. Green) Signal Indication
494+00493+00 496+00 497+00 498+00
1. 2008 INDOT Standard Specifications, including recurring
special provisions, and standard drawings to govern
construction of the traffic signal shown on this plan
2. Construction details not specifically related to the temporary
traffic signal are shown here informational purposes only.
See the Maintenance of Traffic and Construction Detail sheets.
3. Contractor shall be INDOT pre-qualified.
4. A 4-phase cabinet and controller shall be mounted on the
traffic signal pole.
5. A new signal service point shall be mounted on the traffic
signal pole.
6. Contractor shall hand locate the AT&T fiber-optic
telecommunications vault and conduits prior to construction
of the temporary traffic signal.
See Notes No. 4 and No. 5
25’ Mast Arm5c/14
2-5c/14
96.3’ Rt.
100.9’ Rt.
30’ Mast Arm
Telecommunications Vault
(See Note No. 6)
2-5c/14
5c/14Proposed R/WProposed R/W
P
r
o
p
o
s
e
d
R
/
W
Proposed R/
W
2-5c/14
2-5c/1422’-0 "
495+64.3 "E"
496+74.1 "E"
T
R
A
CA
C
A
CA
C
A
C
A
C
A
C
A
C
W
E
W
T
T
W
T
aedwards 9:11:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2a.06.dgn
No.
STATE OF
INDIANA
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
B ENJAMIN M.
SMIT
H
10808998
116th STREET and
KEYSTONE PARKWAY
TEMP. TRAFFIC SIGNAL DETAIL
07-08C
1" = 20’
BMS
PHASE DIAGRAM
LEGEND
NOTES:
2009V
CSV
CST
TGV
SCALE:
DES. NO PROJECT NO.
CONTRACT NO.
COMM. NO.
DRAWN BY YEAR SHEET TOTAL
DATEDESIGN ENGINEER
50 243
CITY OF CARMEL
2/12/09
1
1
6
t
h
S
t
r
e
e
t
Lin
e
"S
-
6
-
E
"
Line "E"
Keystone Parkway
495+00
v v v v 1 2 3 4
No Preference
All Approaches Flash Red
New 2" Galvanized Steel Conduit
New Signal Mast Arm, Pole, and Foundation
New 3 Section (12 in. Red, 12 in. Amber, 12 in. Green) Signal Indication
2-5c/14
25’ Mast Arm
25’ Mast Arm
2-5c/14
5c/14
5c/14
2-5c/14
494+00493+00 496+00 497+00 498+00
107.6’ Lt.
94.7’ Lt.
1. 2008 INDOT Standard Specifications, including recurring
special provisions, and standard drawings to govern
construction of the traffic signal shown on this plan
2. Construction details not specifically related to the temporary
traffic signal are shown here informational purposes only.
See the Maintenance of Traffic and Construction Detail sheets.
3. Contractor shall be INDOT pre-qualified.
4. A 4-phase cabinet and controller shall be mounted on the
traffic signal pole.
5. A new signal service point shall be mounted on the traffic
signal pole.
See Notes
No. 4 and No. 5
Proposed R/
W
Proposed R/W
P ro p o sed R /W
Pro
p
ose
d
R/
W
Proposed R/W
22’-0
"
494+55.7 "E"
493+90.5 "E"
T
R
E
T
GVG
V
G
V
E
WVW
T
T
H
H
WV WV
G
V
aedwards 9:11:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2a.07.dgn
No.
STATE OF
INDIANA
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
B ENJAMIN M.
SMIT
H
10808998
KDS
JSB JSB
KDS
1"=30’
N/A
DescriptionPhase Traffic Maintenance
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-B
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
51
CITY OF CARMEL
07-08C
260
2/12/09
Phase 2B
470+00465+00
475+00 480+00
Keystone Parkway
Keystone Parkway
Line "E"
Line "E"
Remove Temporary Pavement on the East &
West sides of 116th Street Bridge.
Construct Remaining Items for the connection
to the 116th Street Bridge
Keystone Parkway
Keystone Parkway
EXIT
CLOSED
476+00
XE5-2a
Crossover removed; Traffic Maintained on Mainline Keystone
No access to/from 116th at Keystone
Full access remains @ Carmel Drive
80’-0"
(typ.)
CONSTRUCTION
END467+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
467+00
XW20-1
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:11:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2B.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-B
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
52
CITY OF CARMEL
07-08C
260
2/12/09
1
1
6
t
h
S
t
r
e
e
t
L
in
e
"S
-
6
-
E
"
Keystone Parkway
Line "E"
Keystone Parkway
495+00 500+00
485+00 490+00
Keystone Parkway
Line "E"
Keystone Parkway
36’ of Type III-A Barricade &
1 Road Closure Sign Assembly Req’d.
Phase II-B Work Zone
Phase II-B Work Zone
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:11:44 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2B.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE II-B
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
53
CITY OF CARMEL
07-08C
260
2/12/09
505+00
515+00510+00
Lin
e
"S
-
1
6
-
E
"
E
.
C
a
r
m
e
l
D
r
iv
e
Keystone Parkway
Line "E"
Keystone Parkway
Keystone Parkway
Line "E"
Keystone Parkway
510+00
510+00
XW1-4b (L)
1
4 2
4
2
1
540+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
540+00
XG20-2
CONSTRUCTION
END
2
1
1
1
1
1
1
+37.6
47.5’ LT
+33.7
46.3’ RT
+91.5
36.5’ RT
+87.5
26.3’ RT
+43.1
19.7’ LT
+11.1
28.4’ LT
+90.0
37.6’ LT
+37.6
27.5’ LT
+37.6
37.5’ LT
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
R
RT
RT
RT
RT
aedwards 9:12:02 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH2B.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-A
+2.00%
-0.62%
Profile Grade Line "MOT-7"
End Construction
P.O..T 3+16.91 "MOT-7" =
O.P.O.T. 515+93.89, 65.1’ LT "E" =
O.P.O.T. 515+91.51, 6.5’ LT "NWR"
P.I. Sta. 3+15.26 "MOT_7" =
P.O.T. Sta. 515+92.24, 65.2’ LT "E"
P.I. Sta. 1+09.77 "MOT-7" =
P.O.C. Sta. 513+86.95, 65.1’ LT "E"
Begin Construction
P.O.T. 0+00.00 "MOT-7" =
O.P.O.T. 512+77.85, 56.6’ LT "E" =
O.P.O.T. 116+66.00, 4.2’ LT "COL-E"
Line "E"DescriptionPhase Traffic Maintenance
Line "MOT-7"
I
VC
S
P.V.I. STA. 1+95.00
P.V.I. ELEV. 829.78
200.00’ V.C.
8
2
7
.3
8
2
7
.0
8
2
6
.8
8
2
7
.6
8
2
8
.0
8
2
8
.1
8
2
8
.1
0+00 1+00 2+00 3+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
54
CITY OF CARMEL
1"=10’
1"=30’
07-08C
260
2/12/09
515+00
E
.
C
a
r
m
e
l
D
r
iv
e
Keystone Parkway
Keystone Parkway
T
L
in
e
"S
-
1
6
-
E
"
Line "E"
Profile Grade Line "COL-W"
Shown for Information Only
Profile Grade Line "NWR"
Shown for Information Only
Line "MOT-7"
Existing Profile
Along Line "MOT-7"
825
835
815
805
795
785
775
825
835
815
805
795
785
775
Existing Pavement
1 2 4
Varies
2’-0"
10’-0"10’-0"
540+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
540+00
XG20-2CONSTRUCTION
END
467+00
XG20-2 CONSTRUCTION
END
467+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
C
C
Phase 3A
Remove Signals at E. Carmel Drive.
Construct Temporary Pavement Across East
Carmel Drive Connecting the Ramps to the
Collectors.
Northbound and Southbound Traffic to Remain on
Lanes as in Previous Phases.
EB/WB E.Carmel Drive Traffic Maintained Via Detour.
No Access to/from E. Carmel Drive at Keystone.
Phase III-A Section C-C
10’-0"10’-0"
2:
1(
m
a
x.)
2:1
(max.)
Profile Grade
Typical Section Line "MOT-7"
2’-0"2’-0"
2%
RT
8
2
5
.
8
8
8
2
6
.
8
8
8
2
7
.
8
8
8
2
8
.
6
8
8
2
9
.
1
6
8
2
9
.
3
1
8
2
9
.
1
3
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:12:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3A.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-A
+0.56%
-1.80%
Begin Construction
P.O.T. 0+00.00 "MOT-8" =
O.P.O.T. 512+73.76, 56.4’ RT. "E" =
O.P.O.T. 116+59.80, 4.0’ RT. "COL_E"
End Construction
P.O.T. 4+16.80 "MOT-8" =
O.P.O.T. 512+90.82, 62.9’ RT. "E" =
O.P.O.T. 516+89.76, 7.0’ RT. "NER"
Profile Grade Line "MOT-8"
Line "E"
Line "MOT-8"
P.I. Sta. 3+16.32 "MOT-8"=
O.P.O.C. Sta. 515+90.37, 65.1’ RT. "E"
P.I. Sta. 1+44.49 "MOT-8"=
O.P.O.C. Sta. 514+18.44, 65.1’ RT. "E"
I
VC
S
8
2
7
.3
8
2
7
.4
8
2
7
.4
8
2
7
.6
8
2
7
.6
8
2
8
.1
8
2
8
.0
8
2
7
.9
8
2
7
.7
0+00 1+00 2+00 3+00 4+00
P.V.I. STA. 3+00.00
P.V.I. ELEV. 828.59
200.00’ V.C.
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
55
CITY OF CARMEL
1"=10’
1"=30’
07-08C
260
2/12/09
515+00
E
.
C
a
r
m
e
l
D
r
iv
e
Keystone Parkway
Keystone Parkway
T
L
in
e
"S
-
1
6
-
E
"
Line "E"
Profile Grade Line "COL_E"
Shown for Information Only
Profile Grade Line "NER"
Shown for Information Only
Line "MOT-8"
Existing Profile
Along Line "MOT-8"
825
815
805
795
785
835
845
825
815
805
795
785
835
845
Existing Pavement
Varies
2’-0"
10’-0"10’-0"
124 Construction Zone
D
D
Phase III-A Section D-D
10’-0"10’-0"
2:1
(m ax.)2:
1
(
m
ax.)
Profile Grade
Typical Section Line "MOT-8"
2’-0"2’-0"
2%
RT
8
2
6
.
9
1
8
2
7
.
1
9
8
2
7
.
4
7
8
2
7
.
7
5
8
2
8
.
0
3
8
2
8
.
1
6
8
2
8
.
0
0
8
2
7
.
5
4
8
2
6
.
7
9
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:12:27 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3A.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-A
VCS VCSVCS
VCSVCSVCSVCS
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
56
CITY OF CARMEL
07-08C
260
2/12/09
55+0050+00
50+0045+00
East Carmel Drive
East Carmel Drive
Line "S-16-E"
Line "S-16-E"
Ke
y
s
t
o
n
e
P
a
rk
wa
y
Ke
y
s
t
o
n
e
P
a
rk
wa
y
Ke
ys
to
n
e
P
a
rkwa
y
35+00
XG20-2 CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
35+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
59+00
XW20-1
59+00
XG20-2
CONSTRUCTION
END
Contractor to maintain access to
this drive at all times
Contractor to maintain access to
this drive at all times
12’ of Type III-B Barricades &
1 Road Closure Sign Asembly Req’d.
1 Road Closure Sign Asembly Req’d.
12
12
1 Road Closure Sign Asembly Req’d.
aedwards 9:12:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3A.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
KDS KDS
JSB JSB
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-B
DescriptionPhase Traffic Maintenance
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
57
CITY OF CARMEL
07-08C
260
2/12/09
Keystone Parkway
Keystone Parkway
Line "E"
485+00 490+00
495+00
1
1
6
t
h
S
t
r
e
e
t
L
in
e
"S
-
6
-
E
"
Keystone Parkway
Line "E"
Keystone Parkway
500+00
ROAD
CONSTRUCTION
AHEAD
467+00
XW20-1
498+50
XW1-4b (R)
Phase 3B
467+00
XG20-2 CONSTRUCTION
END
36’ of Type III-A Barricades &
1 Road Closure Sign Assembly Req’d.
Construct Carmel Drive Bridge,
E. Carmel Drive east of Keystone
& Mainline Keystone for ECD Interchange
116th Street full access
E. Carmel Drive closed east of Keystone
E. Carmel Drive east of Keystone Right in/Right out only
Thru traffic maintained w/crossover between
116th Street and Carmel Drive
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:12:56 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3B.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-B
exit
EXIT
116th Street
RIGHT LANE
C
C
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
58
CITY OF CARMEL
07-08C
260
2/12/09
505+00
510+00 515+00
Keystone Parkway
Keystone Parkway
Keystone Parkway
Keystone Parkway
Line "E"
Line "E"
510+00
10’-0"10’-0"
Construction Area
509+00
XW1-4b (L)
519+00
XW1-4b (L)
509+00
XW1-4b (R)
517+00
XW1-4b (L)
19 18
20
19
20
18
22
21
21
21 22
19
18
20
19
20
18
1
0
’
10
’
1
0
’
1
0
’
21
R
8
2
0
’-
0
"
R
8
2
0
’-
0
"
5
8
’-
5
"
5
8
’-
5
"
1
0
’
1
0
’
1
0
’
1
0
’
13
131918
20
2’2’10’-0"10’-0"2’2’
1920 18
58’-5"58’-5"
Line "E"
13
13
T
Phase III-B - Section C-C
+23.6
46.8’ RT.
+73.8
55.2’ RT.
+47.9
53.2’ LT.
502+56.24
34’ LT.
503+03.72
10’ LT.
502+80.06
22’ LT.
T
T
503+92.90
46’ LT.
504+00
XW1-6
504+17.80
34’ LT.
504+42.49
23’ LT.
504+95.68
65’ LT.
505+28.34
54’ LT.
506+48.73
78’ LT.
506+82.91
68’ LT.507+16.80
58’ LT.
504+50
XW1-6
505+60.72
44’ LT.
+07, 36’ LT.
818.88
+54, 36’ LT.
819.85
+20, 36’ LT.
820.96
+93, 56’ LT.
821.78 +24, 56’ LT.
821.99 +59, 56’ LT.
822.16
+90, 36’ LT.
821.84 +31, 36’ LT.
822.21 +64, 36’ LT.
822.43
+01, 56’ LT.
822.27
+60, 56’ LT.
822.28
+18, 36’ LT.
822.65
+77, 36’ LT.
822.50
+28, 36’ LT.
822.19
+80, 36’ LT.
821.72
+34, 36’ LT.
821.16
+41, 56’ LT.
822.37
+82, 56’ LT.
822.39
+21, 56’ LT.
822.36 +39, 57’ LT.
822.33
+66, 56’ LT.
822.26
+99, 56’ LT.
822.14
Li
n
e
"S
-
1
6
-
E
"
506+00
502+35.53
22’ RT.
502+45.12
10’ RT.
505+87.10
78’ RT.
506+24.21
68’ RT.
506+58.60
58’ RT.
510+50
XE5-2
11+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
11+00
XG20-2 CONSTRUCTION
END9
9
14
1414
516+00 516+40
C
C
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:13:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3B.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-B
I II
I
I
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
59
CITY OF CARMEL
07-08C
260
2/12/09
520+00 525+00
530+00
Keystone Parkway
Keystone Parkway
Keystone Parkway
Keystone Parkway
Line "E"
Line "E"
537+00
XW1-4b (R)
CONSTRUCTION
END
540+00
XG20-2
ROAD
CONSTRUCTION
AHEAD
540+00
XW20-1
+
2
0
13
13
13
13
+70
End Taper
+69
End Taper
+39
18’ LT.
+43
25’ RT.
+70
31’ RT.
+70
28’ LT.
18 19
20
2019
18
18
1920
20 19
18
1
1
4
4
1
1
+
7
0
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:13:29 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3B.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE III-B
VCS VCSVCS
VCSVCSVCSVCS
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
60
CITY OF CARMEL
07-08C
260
2/12/09
55+0050+00
50+0045+00
East Carmel Drive
East Carmel Drive
Line "S-16-E"
Line "S-16-E"
Ke
y
s
t
o
n
e
P
a
rk
wa
y
Ke
y
s
t
o
n
e
P
a
rk
wa
y
Ke
ys
to
n
e
P
a
rkwa
y
35+00
XW20-2 CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
35+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
59+00
XW20-1
59+00
XG20-2
CONSTRUCTION
END
Contractor to maintain access to
this drive at all times
Contractor to maintain access to
this drive at all times
72’ of Type III-A Barricades &
1 Road Closure Sign Asembly Req’d.
36’ of Type III-B Barricades &
1 Road Closure Sign Asembly Req’d.
48’ of Type III-B Barricades &
1 Road Closure Sign Asembly Req’d.
20
20
20
1
2
’-
0
"
12’-0"
39+00
XW20-5 (L)
AHEAD
LEFT LANE
CLOSED
aedwards 9:13:44 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3B.05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
CARMEL DRIVE and
KEYSTONE PARKWAY
TEMP. TRAFFIC SIGNAL DETAIL
07-08C
1" = 20’
BMS
PHASE DIAGRAM
NOTES:
LEGEND
2009
V
C
S
V
C
S
WV
T
T
SCALE:
DES. NO PROJECT NO.
CONTRACT NO.
COMM. NO.
DRAWN BY YEAR SHEET TOTAL
DATEDESIGN ENGINEER
61 243
CITY OF CARMEL
2/12/09
515+00
E
.
C
a
r
m
e
l
D
r
i
v
e
Keystone Parkway
Lin
e
"S
-
1
6
-
E
"
Line "E"
514+00513+00512+00 516+00 517+00
v v v v 1 2 3 4
No Preference
All Approaches Flash Red
New Signal Handhole
New 3 Section (12 in. Red, 12 in. Amber, 12 in. Green) Signal Indication
New Signal Mast Arm, Pole, and Foundation
New 2" Galvanized Steel Conduit
1. 2008 INDOT Standard Specifications, including recurring
special provisions, and standard drawings to govern
construction of the traffic signal shown on this plan
2. Construction details not specifically related to the temporary
traffic signal are shown here informational purposes only.
See the Maintenance of Traffic and Construction Detail sheets.
3. Contractor shall be INDOT pre-qualified.
4. A 4-phase cabinet and controller shall be mounted on the
traffic signal pole.
5. A new signal service point shall be mounted on the traffic
signal pole.
99.2’ Lt.
2-5c/14
30’ Mast Arm
See Notes
No. 4 and No. 5
25’ Mast Arm
96.0’ Lt.
Proposed R/W
P
roposed
R/W
P
r
o
p
o
s
e
d
R/
W
P
r
o
p
o
s
e
d
R
/
W
5c/14
2-5c/14
5c/14
2-5c/14
2-5c/14
514+44.6 "E"
513+38.8 "E"
WV
aedwards 9:13:59 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH3B.06.dgn
No.
STATE OF
INDIANA
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
B ENJAMIN M.
SMIT
H
10808998
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE IV-A
Phase Description Traffic Maintenance
exit
RIGHT LANE
EXIT
116th Street
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
62
CITY OF CARMEL
07-08C
260
2/12/09
505+00
510+00 515+00
Keystone Parkway
Line "E"
Line "E"
Lin
e
"S
-
1
6
-
E
"
Keystone Parkway
Keystone Parkway
Keystone Parkway
C
a
r
m
e
l
D
r
i
v
e
510+00
Phase 4A
Remove Temporary Pavement on the East &
West sides of E.Carmel Drive Bridge.
Construct Remaining Items for the connection
to the E. Carmel Drive Bridge
Maintain northbound traffic on northbound lanes,
Maintain southbound traffic on southbound lanes
Crossover in place for SB Keystone exiting to 116th St.
Crossover in place for NB Keystone entering from 116th St.
Thru traffic maintained on mainline Keystone
No access to/from Keystone @ E. Carmel Dr.
116th Street to remain open.
21
22
511+00
XE5-2
507+50
R
8
2
0’-
0
"
R
8
2
0
’-
0
"
R
8
2
0’-
0"
+31.06
34.0’ LT.
+90.39
46.7’ LT.
+60.23
36.0’ LT.
+66.32
53.5’ LT.
+98.22
63.8’ LT.+07.89
68.4’ LT.
+41.28
78.4’ LT.
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:14:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH4A.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
KDS KDS
JSB JSB
MAINTENANCE OF TRAFFIC DETAILS
PHASE IV-A
closed
exit
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
63
CITY OF CARMEL
07-08C
260
2/12/09
520+00
Keystone Parkway
Line "E"
Keystone Parkway
525+00
530+00
Keystone Parkway
Keystone Parkway
Line "E"
535+00
533+00
E5-2a
80’ 0" (typ.)
+
7
0
+
2
0
+
5
0
36’ of Type III-A Barricades &
1 Road Closure Sign Assembly Req’d.
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:14:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH4A.04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1"=30’
N/A
MAINTENANCE OF TRAFFIC DETAILS
PHASE IV-B
Line "E"
KDS
JSB
KDS
JSB
Phase Description Traffic Maintenance
LEFT LANE
CLOSED
AHEAD
AHEAD
LEFT LANE
CLOSED
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
64
CITY OF CARMEL
07-08C
260
2/12/09
505+00
Keystone Parkway
Keystone Parkway
Line "E"
510+00
Construction Area
STA. 503+00 TO 508+00
Construction Area
Phase 4B
Construct Remaining Reinforced Concrete
Barrier Wall & Remove Crossovers along
Mainline/Collectors between 116th Street
and E. Carmel Drive.
12
12
12
12
Construction Area
3
4
’-
0
"
2
7
’-
0
"
2
6
’-
4
"
3
4
’-
0
"
10’-0"
3
4
’-
0
"
2
6
’-
4
"
2
7
’-
5
"
3
4
’-
0
"+75.8
52.6’ LT.
+08.4
52.4’ LT.
+03.9
64.0’ LT.
+97.8
52.4’ RT.
+66.2
43.8’ LT.
499+00
XW4-2(L)
511+50
XW4-2(L)
10’-0"12’-0"12’-0"2’-0"2’-0"Varies 12’-0"12’-0"Varies 2’-0"12’-0"4’-0"12’-0"4’-0"
496+50
XW20-5(L)
513+50
XW20-5(L)
467+00
XG20-2 CONSTRUCTION
END
467+00
XW20-1
ROAD
CONSTRUCTION
AHEAD
540+00
XW20-1
540+00
XG20-2CONSTRUCTION
END
ROAD
CONSTRUCTION
AHEAD
+35.5
43.9’ RT.
1
2
’
1
2
’
Interchanges, collectors, and mainline open.
Inside lane on collectors, closed.
Line, Remove
9
1
2
3
4
7
Standard Drum
Direction of Traffic
Construction Area
T11
13
14
Remove Pavement Message Marking
18
19
20
Temporary Pavement Markings,
Line, Removable, Solid, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Broken, White, 4 in.
Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 4 in.
Removeable Pavement Message
Markings, Lane Indication Arrow
Temporary Widening with HMA
165#/Sys. HMA Surface, Type B on
825#/Sys. HMA Base, Type B on
6" Compacted Aggregate Base
Flashing Arrow Sign
Temporary Concrete Barrier,
Type 2, Anchored
Construction Sign
10 Temporary Concrete Barrier, Type 1
Temporary Concrete Barrier,
Type 1, Anchored5
15 Removeable Pavement Message
Markings, Word "ONLY"
Temporary Pavement Markings,
Line, Removeable, Solid, White, 8 in.
Temporary Pavement Markings,
Line, Removeable, Solid, Yellow, 8 in.
Line, Paint, Broken, White, 4 in.
Line, Paint, Solid, White, 4 in.
Line, Paint, Solid, Yellow, 4 in.
Temporary Concrete Barrier, Type 212
Standard Tubular Marker
6 Line, Paint, Dotted, White, 4 in.
21 Temporary Pavement Markings,
Line, Removable, Solid, White, 8 in.
22 Temporary Pavement Markings,
Line, Removable, Solid, Yellow, 8 in.
8 Line, Paint, Dotted, Yellow, 4 in.
Temporary Transverse Marking,
White, Stop Line, 24 in
38 Temporary Transverse Pavement
Marking, White, 24 in.
aedwards 9:14:42 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TP.PH4B.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
VCSVCSVCSVCSVCS WV
T
T
TT
TTT
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
65PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
470+00 475+00 480+00
Keystone Parkway
Exist. Easement
WOODLAND COUNTRY CLUB, INC.
App. Exist. L.A. R/W
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
LOT 65
GEFFREY M. &
MONICA L. LADY
INGEBORG U.
GOODMAN
JENNIFER L. &
ANDREW D. KING
LOT 134
CHARLES R. &
DEBORAH G. DAVIS
LOT 135
JOHN &
CHRISTINE KEE
LOT 136
MICHAEL R. &
GERRIE L.
BONARRIGO BURTON
LOT 137
THOMAS A. &
LAURIE FERRY
LOT 138
GLENN E. &
JESSAMINE I.
VIEFHAUS
LOT 139
DELLON REVOCABLE
LIVING TRUST
LOT 140
EARL E. &
BETSY J. TRS POPE
LOT 141
CLARK & TRACEY
JT/RS BUFFINGTON
LOT 142
S
HA
R
I
AN
N
WIN
GARD
LOT 133
WOODLAND SPRINGS SECOND SECTION
4
7
0
+
2
4
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,
10
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e
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M.H
.
4
7
3
+
2
3
.
6
,
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e
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.
4
7
6
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2
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,
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e
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.
4
7
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4
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.
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.
4
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9
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e
l.
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d
.
4
7
4
+
9
6
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1
3
3
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’,
P
o
s
t
4
7
8
+
6
3
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, 9
0
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l. P
e
d
.
4
7
9
+
5
6
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,
0
.
0
’, C
n
t
rl. P
n
t
.
P.T. 470+77.15 "E"
Keystone Parkway
Line "E"
E
x
is
t
.
E
a
s
e
m
e
n
t
A
p
p
.
E
x
is
t
.
E
a
s
e
m
e
n
t
A
p
p
.
E
x
is
t
.
E
a
s
e
m
e
n
t
A
p
p
.
770
780
790
800
810
770
780
790
800
810
App. Exist. L.A. R/W
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
760760
STR No. 592
+
00, 64’ RT
STR No. 493
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
20" Gas (Abandoned)
STR No. 588+00STR No. 587
BEGIN PROJECT 07-08C
473+95.00 "E"
CURVE DATA
P.I. Sta. 460+87.30 "E"
= 5 56’ 40" Rt.
T = 991.63’
L = 1,981.48’
R = 19,098.59’
E = 25.73’
S.E. = N.C.
Constr. Limits
Constr. Limits
BEGIN INCIDENTAL CONSTRUCTION
473+25.00 "E"
STR No. 585
STR No. 586+05, 72’ RT.+
94, 72’ RT.
+99, 59’ RT.
EARTHWORK BALANCE
Sta. 473+25 to Sta. 506+50 "E"
Fill + 25% = 7,976 CYS
Common Excavation = 68,744 CYS
Topsoil = 8,200 CYS
Benching = 950 CYS
Waste = 68,967 CYS
Note: Fill & Common Excavation
Quantities Include Benching
1
2
" R
CP
12
"
RCP
60
" PIPE
P
ip
e
4" CPP
18"
C
P
P
6" CPP
(Wooded)
(Wooded)
(Grass)
(Grass)
(Grass)
(Wooded)
(Grass)
(Grass)
(Grass)
Cart Path (Bit. Mat.)
(Rip Rap)(Wooded)
(Wooded)
Shed
(Bit. Mat.)
(Bit. Mat.)
(Conc.)
(Wooded)
(Rip Rap)
Cart Path (Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Grass)
(Grass)
(Grass)
(Rip Rap)
Shed
Shed
(Wooded)
(Grass)
Existing Grade Along Line "E"
Grade of Special Ditch Req’d Rt.
Plotted 15’ Below Datum
+75
792.65
+25
790.94
791.50 792.23 792.23
243’ of 42" Pipe @ +0.20%
+50
791.43
+4.89 %+0.15%
M.H. 479+00
STR. No. 592
+
6
0
550’-0" W-Beam Guardrail @ 6’-3" Spa. Required Lt.
BEGIN INCIDENTAL CONSTRUCTION
473+25.00 "E"
BEGIN PROJECT 07-08C
473+95.00 "E"
Storm Sewer Rt. Plotted 25’ Below Datum
300’-0" W-Beam Guardrail @ 6’-3" Spa. Required Rt.
+
5
5
.8
+
5
5
.8
12" Pipe
797.48
41’ of 36" Pipe @ +0.30%
29 Ton Revetment Riprap with
49 Sys. of Geotextiles Req’d Rt.
M.H. 477+05
STR. No. 586
M.H. 476+94
STR. No. 585
188’ of 36" Pipe @ +0.30%
36" Pipe
791.62
36" Pipe
791.65
791.64
791.64791.62
791.62
Curved Terminal End Req’d
Guardrail Transition Type VH Req’d Rt.
7
9
7
.8
7
9
8
.0
7
9
8
.2
7
9
8
.4
7
9
8
.7
7
9
8
.9
7
9
9
.3
7
9
9
.6
7
9
9
.7
7
9
9
.8
8
0
0
.2
8
0
0
.6
8
0
1
.0
8
0
1
.3
469+00 470+00 475+00 476+00 477+00 478+00 479+00 480+00 481+00471+00 472+00 473+00 474+00 475+00 476+00 477+00
7
9
7
.0
7
9
7
.3
7
9
7
.6
aedwards 9:15:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
I I
I
I
PP
T
T
T
TTT
TTT
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
66PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
480+00 485+00 490+00
Ex
is
t
.
Ea
s
e
m
e
n
t
Exist. Ea
sem
ent
LOT 5
Exist. Ea
sem
ent Exist. Easement
WOODLAND COUNTRY CLUB, INC.
LOT 142
CLARK & TRACEY
JT/RS BUFFINGTON
LOT 143
SHARI ANN
WINGARD
THOMAS &
DORIS H. JOSIVOFF
LOT 144
ROBERT A. &
IVY J. WIDDERS
LOT 145
PATRICK J. &
LINDSEY MICHELE
BUTTZ JT/RS KREN
LOT 147
LOT 148
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
WOODLAND SPRINGS THIRD SECTION E
xis
t
.
Ea
s
e
m
e
n
t
Ex is t. E a s em
e n t
LAURA S. SPRIGGS
Keystone Parkway
App. Exist. L.A. R/W
App. Exist. L.A. R/W
CARMEL 1031 LLC
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
4
8
0
+
0
4
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,
8
8
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’,
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e
+
9
6
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e
4
8
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+
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3
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4
9
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6
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,
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4
9
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7
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,
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4
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l.
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l.
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d
.
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1
4
6
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+
6
5
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,
1
0
6
.0
’,
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in
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+
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8
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6
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+
9
6
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.
2
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t
o
rm
M
.
H
.
B.M. #16 - RR spike set on a 15" Tree, Approx. 4200’ N. of 106th St. along the west
R/W fence line. Sta. 481+23.37 "E", 85.66’ Lt. Elev. 805.08
Keystone Parkway
Line "E"
780
790
800
810
820
780
790
800
810
820
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
L.A. R/W A.C.L.
770770
STR No. 595
STR No. 594
STR No. 593STR No. 596 STR No. 597
STR No. 598
STR No. 599
STR No. 600
STR No. 601
STR No. 602 STR No. 603
STR No. 407
STR No. 408
STR No. 409
STR No. 306
STR No. 307
STR No. 605
STR No. 604
+50, 6’ RT.
+50, 7’ LT
+00, 6’ RT
+50 , 7 ’ LT
+75, 72’ LT
+75, 6’ RT
+7 5 , 80’ R T
+50, 6’ RT
+75
+20 "S E R ", 17’ R T
+50 "S WR", 24’ LT
+
5
0 "S
W
R"
+20 "SER"
+75 "SER"
+5 0 , 7 ’ L T
+96
STR No. 494
Constr. Limits
Constr. Limits
+52 +00
+50.04
+50, 65’ RT.
STR No. 589+00
STR No. 590 +00, 84’ RT
STR No. 591
+00, 87’ RT
1
2
"
R
C
P
Ex
.
Co
n
c
. Dit
c
h
Mat.)
Rap)
(Wooded)
(Grass)
Shed
Shed
(Grass)
Cart Path (Bit. Mat.)
Golf Course
(Wooded)
Shed
(Bit. Mat.)
(Bit. Mat.)
(Rip Rap)
(Wooded)
(C-Stn.)
(Rip Rap)
(Grass)
(Grass)
(Grass)
(Grass)
(Rip Rap)
Parking Lot
(Bit. Mat.)
1-Sty.
Comm . Bldg.
(Rock)
1-Sty.
Fr. Gar.
1-Sty.
Comm . Bldg.
(Tenni
(Grass)
20" Gas (Abandoned)
P.V.I. STA. 489+00.00
P.V.I. ELEV. 811.70
400.00’ V.C.
Existing Grade Along Line "E"
Profile Grade
-2.37%
+1.00%
794.14794.14793.61793.61792.8518" Pipe
792.85
12" Pipe
801.96
15" Pipe
804.02
792.72
794.39 794.39 794.98 794.98
795.66 795.66
18" Pipe
802.45
15" Pipe
803.8312" Pipe
801.84
18" Pipe
792.83
243’ of 42" Pipe @ +0.20%
342’ of 42" Pipe @ +0.20%268’ of 42" Pipe @ +0.22%369’ of 42" Pipe @ +0.19%
Guardrail Transition
Type TGB Req’d Lt.
Storm Sewer Rt. Plotted 25’ Below Datum
M.H. 481+50
STR. No. 594
STR. No. 595
M.H. 485+00
STR. No. 598
M.H. 487+75
STR. No. 602
M
.H
.
4
9
1+
5
0
S
TR
.
N
o
.
6
0
5
M
.
H
.
4
8
1
+
5
0
S
TR
.
N
o
.
5
9
3
M
.
H
.
4
8
5
+
5
0
S
T
R
.
N
o
.
5
9
9
M.
H
.
4
8
8
+
5
0
S
T
R
.
N
o
.
6
0
4
+
1
0
BEGIN PROFILE
486+90.00 "E"
P.G. ELEV. 809.60
12" Pipe
799.91
793.70
To Str. 594
15" Pipe
798.12
396’ of 18" Pipe @ +0.19%296’ of 18" Pipe @ +0.18%396’ of 18" Pipe @ +0.18%
8
0
0
.6
8
0
1
.0
8
0
1
.3
8
0
1
.7
8
0
2
.1
8
0
2
.5
8
0
2
.9
8
0
3
.4
8
0
3
.9
8
0
4
.3
8
0
4
.8
8
0
5
.3
8
0
5
.7
8
0
6
.2
8
0
6
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8
0
7
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8
0
8
.1
8
0
8
.6
8
0
9
.2
8
0
9
.8
8
10
.4
8
11
.1
8
11
.9
8
12
.7
8
13
.3
480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00 491+00 492+00
8
0
9
.
7
0
8
1
0
.1
0
8
1
0
.2
8
8
1
0
.2
5
8
1
0
.0
2
8
0
9
.
5
7
8
0
8
.
9
1
8
0
8
.
0
4
8
0
6
.
9
6
8
0
5
.
7
8
8
0
4
.
6
6
aedwards 9:15:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
I
I
III I
VC
S
VC
S WV
WV
WV
T
T
T
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HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
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DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
67PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
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07-08C
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CIRCLE FINANCIAL CORP.
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B.M. #20 - Chiseled on Conc. Hdwl. for 12" RCP Approx. 800’ N. of
116th St. on E. Side of Keystone, Sta. 502+20.13 "E", 68.13’ Rt. Elev. 819.12
P.O.T. 495+35.04 "E" =
P.O.T. 20+00.00 "S-6-E"
Ex
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Line "E"
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Keystone Parkway
Keystone Parkway
Exist. Easement
SEC. 6, T 17 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
SEC. 31, T 18 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
790
800
810
820
830
790
800
810
820
830
+05
135’
+50
110’
+05
110’
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.110’ L.A. R/W
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
780
770
780
770
App. Exist. L.A. R/W
STR. No. 306
STR. No. 307
STR. No. 605
+
5
0 "S
W
R"
STR. No. 308STR. No. 309
STR. No. 607
STR. No. 606
STR. No. 609
STR. No. 610
STR. No. 612 STR. No. 614
STR. No. 613
STR. No. 611STR. No. 608
STR. No. 310
STR. No. 311
STR. No. 615
STR. No. 616
STR. No. 617
STR. No. 618
STR. No. 410
STR. No. 411
STR. No. 412
STR. No. 413
STR. No. 414
STR. No. 415 STR. No. 620
STR. No. 316
STR. No. 317
STR. No. 318
STR. No. 619
STR. No. 315
STR. No. 314STR. No. 313STR. No. 312
+
50, 6’ RT
+50, 7’ LT
+7
5,
7’
LT
+
00, 6’ RT
+
5
0 "SWR", 24’ LT
+02 "SWR", 24’ LT
+
0
2 "S
W
R", 4
2’
L
T
+
91 "COL-W", 18’ LT
+9 1 "CO L -W ", 2 7 ’ LT
+
80
"CO
L-W
", 2
0
’ LT
+30 "C
OL-W", 27’ LT
+51 "COL-W", 36’ LT
+
51 "COL-W", 20’ LT
+
50, 7’ LT
+
50, 44
’ LT
+
50, 6’ RT
+50, 44’ RT
+
50
, 6
’ RT
+00 "C O L-E", 20’ R T
+
34 "COL-E", 20’ RT
+51 "COL-W"
+
00 "COL-E"
+
34 "COL-E"
+
84 "COL-E"
+
0
0 "COL-E"
+30 "COL-W "
+80 "COL-W"
+
00
+
51
+
0
0
+
0
0
+
5
1
+90
110’
+10
120’
+
0
0
STR. No. 495
STR. No. 496
STR. No. 497
STR. No. 498
STR. No. 499
STR. No. 500
+
98
STR. No. 501
STR. No. 502
Constr. Limits
Constr. Limits
+
28+
15
+
9
0
+8 8+60
+
98
+98
CURVE DATA
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = NC
L.A. R/W A.C.L.L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
+50
+91.10
89.82’
+91.13
110’ L.A. R/W A.C.L.
+50.04
+90
+50"S-6-E"
91’
+
50, 7’ LT.
S
12" RCP
15" RCP
1
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12" RCP
15" RCP
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Ex. Conc. Ditch
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18
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15" RCP
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1-Sty.
Comm. Bldg.
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Parking Lot
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(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Rip Rap)
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RT RT
T
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GV
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P.V.I. STA. 495+10.00
P.V.I. ELEV. 797.25
700.00’ V.C.
Existing Grade Along Line "E"
-2.37%
+3.33%
Profile Grade
799.04799.04
797.56
796.92
795.07795.07794.85794.85
24" Pipe
796.53
12" Pipe
804.06
795.66 795.66 796.15 796.15 797.48
798.66
800.69
12" Pipe
803.95
12" Pipe
804.07
24" Pipe
796.48
244’ of 42" Pipe @ +0.20%443’ of 42" Pipe @ +0.30%
393’ of 42" Pipe @ +0.52%
Storm Sewer Rt. Plotted 25’ Below Datum
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296’ of 15" Pipe @ +0.50%
346’ of 15" Pipe @ +0.50%
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aedwards 9:15:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
I
P
W
WV
WV
T
T
T
T
GV
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
68PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
505+00 510+00
M
A
P
LE
S
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F
C
A
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M
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L
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IZ
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N
T
A
L
P
R
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P
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T
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WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
MCL, INC.
LOT 31
C
ITY
OF
CA
R
ME
L
LOT 32
COMMON
AREA
LOT 58
LOT 46
ROIF, LLC
OSBORNE
CARMEL
CENTER, LLC
MERCHANTS 450 LLC
WATERFORD SECONDARY PLAT
COMMON AREA
App. Exist. L.A. R/W
App. Exist. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
Exist. Easement
Exist. Easement
Exist. Easement
Exist. Easement
Ap
p
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Exis
t
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R
/
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App. Exist. R/W
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
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MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
A
p
p
.
Exist. Easement
Line "E"
Keystone Parkway
Keystone Parkway
CITY OF CARMEL
790
800
810
820
830
790
800
810
820
830
Tiffany Court
G
o
r
h
a
m
C
o
u
r
t
D
a
u
m
C
o
u
r
t
L.A. R/W A.C.L.
App. Exist. L.A. R/W
780 780
STR. No. 319
STR. No. 620
STR. No. 416
STR. No. 622
STR. No. 6
STR. No. 621
STR. No. 419
STR. No. 420
STR. No. 421
STR. No. 623
STR. No. 322
STR. No. 321
+
50, 6
’ RT
STR. No. 320
STR. No. 417
STR. No. 418
STR. No. 324
STR. No. 325
STR. No. 326
STR. No. 624
STR. No. 327
STR. No. 328
STR. No. 628
STR. No. 329
STR. No. 423
STR. No. 424
STR. No. 626
STR. No. 625
STR. No. 627
STR. No. 323
STR. No. 422
+
0
0, 7’
L
T
+
5
0,
6
’
R
T
+
50, 7’ L
T
+
3
3
+
50, 6’
R
T
+50
+
5
0 +
7
5, 7’
L
T
+
0
0
"
C
O
L-
W",
2
0
’
L
T
+
85 "
COL-
W", 20’
L
T
+
85 "
C
O
L-
W", 52’
R
T
+07 "C O L -W ", 20’ L T +
7
5
"
C
O
L-
W",
2
3
’
L
T
+
00, 7’ LT
+
0
0 "COL-W"+07 "COL-
W"
+
00 "COL-E
", 20’ RT
+
5
0 "
C
O
L-
E", 2
0’
R
T
+
50 "
C
O
L-
E", 20’
R
T
+87 "COL-E"+87 "C
OL-E", 18’ RT
+
5
0
"
C
O
L-
E
"
+
0
0
"
C
O
L-
E
",
2
0
’
R
T
+00 "C
O
L-
E"
+50 "
C
O
L-
W"
+00 "C
O
L-
W", 20’ LT
+
5
0 "
C
O
L-
W
+00 "C
O
L-
W", 52’ R
T
STR. No. 501
STR. No. 502
STR. No. 503
+
15
+
28
+
90
Constr. Limits
Constr. Limits
CURVE DATA
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = NC
+45
+35"S-16-E"
100’
+50 "COL-E"
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
EARTHWORK BALANCE
Sta. 506+50 to Sta. 529+70 "E"
Fill + 25% = 6,653 CYS
Common Excavation = 86,508 CYS
Topsoil = 8,200 CYS
Benching = 727 CYS
Waste = 88,055 CYS
Note: Fill & Common Excavation
Quantities Include Benching
S
S
S
12
"
R
CP
2
4"
RCP
24" RCP
72" CMP
Ex. Conc. Ditch
12" RCP
1
2
"
VC
P
CP
Ex. Conc. Ditch
3
6
"
C
MP
21" RCP
12" RCP
12" RCP 15" VCP
15" RCP
1
8
"
R
CP
(
S
a
n
)
1
8
"
R
CP
(
S
a
n
)
18
"
RC
P
(
S
a
n
)
18
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R
C
P
(
S
a
n
)
D
S
S
4 2 " RC P
42
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15"
R
CP
4
2
" RCP
12" R
CP
S
15" VCP
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
Parking Lot
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Grass)
1-Sty.
Comm. Bldg.
(Grass)
(Grass)
Parking Lot
(Bit. Mat.)
(Grass)
(Conc)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Gras
(Gras
(Gras
(Gras
20" Gas (Abandoned)
S
S
S
P.V.I. STA. 504+75.00
P.V.I. ELEV. 829.38
900.00’ V.C.
Existing Grade Along Line "E"
-2.33%Profile Grade
345’ of 18" Pipe @ +0.12%
802.29802.02802.02801.60
800.77
12" Pipe
811.47
36" Pipe
813.21
36" Pipe
788.15
36" Pipe
809.38
36" Pipe
784.37
800.69
801.97 802.76 802.76 803.44
18" Pipe
804.94
12" Pipe
811.48
12" Pipe
811.36
344’ of 36" Pipe @ +0.20%
Storm Sewer Rt. Plotted 25’ Below Datum
M.H. 502+50
STR. No. 620
M
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.
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.
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2
8
Str. No. 6
6’ x 6’ R.C.B.C.
346’ of 15" Pipe @ +0.50%
394’ of 36" Pipe @ +0.20%
271’ of 15" Pipe @ 0.10%
8
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1
aedwards 9:15:48 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
I II
I
I
V
C
S
VC
S
WV
T
T
T
T
T
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
69PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
515+00 520+00 525+00
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
MOHAWK ASSOCIATES, LLC
COMMON AREA
Exist. Easement
App. Exist. L.A. R/W
App. Exist. L.
A. R/
W
App. Exist. L.A. R/W
P.T. 514+44.63 "E"
Exist. Easement
Exist. Easement
Li
n
e
"S
-
1
6
-
E
"
Lot 115
Lot 114
EDEN ESTATES SECTION FOUR
Keystone Parkway
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
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App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
Keystone Parkway
B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W.
Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67
B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support
on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of
Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07
800
810
820
830
840
800
810
820
830
840
E
.
C
A
R
M
E
L
D
R
I
V
E
T
if
f
a
n
y
C
o
u
r
t
+45
150’
+25
95’
App. Exist. L.A. R/W
790
780
790
780
+
16 "S
-16
-E", 4
8
’ RT
+
75 "S-16-
E", 79’
L
T
+
7
5,
7’
L
T
+00, 6’ RT +50, 6’ RT
+50
+50
+
9
6
+00+
5
0
+
0
0
+
0
0
+
5
0
+
00
+
5
0
"
N
W
R
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4
4
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L
T
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0 "
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W
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L
T
+
4
8
"
N
W
R
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+
4
8
"
N
WR
",
1
9
’
L
T
+00 "N
WR", 16’ LT
+
0
0 "
NW
R"
+53, 73’ LT+53, 44’ LT
+
4
2 "
N
E
R", 2
4’
R
T
+
4
2 "
N
E
R
"
+
0
0
"
N
E
R
"
+
0
0
"
N
E
R
"
+
0
0
"
N
W
R
"
Constr. Limits
Constr. Limits
+30
95’
+15.26
95’
+45
+35"S-16-E"
100’
P.O.T. 515+01.48 "E" =
P.O.T. 49+99.98 "S-16-E"
+
81, "S-16-E"
37’ RT.
+87, "S-16-E"
83’ RT.
ROIF, LLC
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
GEORGE NAE
ET UX.
H. ALAN
STEPHENS
DAVID L. & DONNA L.
HANNING
Line "E"
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
95’ L.A. R/W A.C.L.
95’ L.A. R/W A.C.L.
STR. No. 628
STR. No. 629 STR. No. 632 STR. No. 634
STR. No. 631
STR. No. 633
STR. No. 635
STR. No. 817
STR. No. 816
STR. No. 331
STR. No. 330
STR. No. 332
STR. No. 636
STR. No. 637
STR. No. 638
STR. No. 425
STR. No. 630
STR. No. 639
STR. No. 640
STR. No. 333
STR. No. 334
STR. No. 335
STR. No. 336
STR. No. 428
STR. No. 426
STR. No. 427
STR. No. 505
MCDONALD’S CORPORATION
W&W PROPERTIES, LLC
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
STR. No. 854
STR. No. 853
S
S
S
S
24" RCP
12
"
R
CP
12" R
CP
1
8
"
R
C
P
15" RCP
24" RCP
15" VCP15" VCP
8" PVC
1
2
"
V
C
P
15" VCP
15" VCP
36" CMP
10" VCP (San)10" VCP (San)
S
S
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(
Gr
a
s
s
)
(
B
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t
.
M
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t
.
)
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C
-
S
t
n
(Grass)
(Bit. Mat.)
(Conc.)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
Parking Lot
(Bit. Mat.)
(Wooded)
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Grass)
(Grass)
(Grass)
(
Gr
a
s
s
)
(
B
i
t
.
M
a
t
.
)
(
C
-
S
t
n
(Grass)
RT
RT
RT
RT
RT
WV
P.V.I. STA. 515+00.00
P.V.I. ELEV. 805.50
640.00’ V.C.
P.V.I. STA. 523+00.00
P.V.I. ELEV. 830.86
340.00’ V.C.
Existing Grade Along Line "E"
Profile Grade
-1.50%
Grade of Special Ditch Req’d Lt.
Plotted 5’ Below Datum
Grade of Special Ditch Req’d Rt.
Plotted 15’ Below Datum
+50
825.69
+50
825.30
+3.17%
802.29
803.44
805.75
808.27
15" Pipe
811.99
18" Pipe
804.94
344’ of 36" Pipe @ +0.20%
445’ of 15" Pipe @ +0.57%
+
3
0
.0
0
-1.74%
Storm Sewer Rt. Plotted 25’ Below Datum
M
.
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.
5
1
4
+
0
0
S
TR
.
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o
.
6
3
0
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7
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.
6
2
8
+
0
5
G.R.E.T. Type OS Req’d Rt.
431’-3" W-Beam Guardrail @ 6’-3" Spa. Required Rt.
Guardrail
Spa. Required Rt.
325’-0" W-Beam Guardrail @ 6’-3" Spa. Required Lt.6’-3"
299 Sys. Ditch Sodding Required Lt.
805 Sys. Ditch Sodding Required Rt.
271’ of 15" Pipe @ 0.10%
18" Pipe
804.94
15" Pipe
812.00
Curved Terminal End Req’d Rt.
8
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513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00
8
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3
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5
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5
8
3
1
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8
aedwards 9:16:03 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
WV
T
TT
T T
T
T
TT
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
70PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
525+00 530+00 535+00
P.C. Sta. 531+57.11 "E"
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTYMOHAWK ASSOCIATES, LLC
Lot 115
EDEN ESTATES SECTION FOUR
Exist. Easement
Exist. Easement
App. Exist. L.A. R/W
LOT
175
Exist. Easement
Exist. EasementExist. Easement
Exist. Easem
ent
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en
t
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t
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e
n
t
Exist. Easement
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
EDEN PARK SECTION SIX
EDEN ESTATES SECTION SEVEN
5
2
4
+
0
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.
B.M. #24 - Chiseled "X" on 3rd Guardrail Post from North, on E. Side of Keystone Ave.,
Approx. 900’ N. of Carmel Dr. Sta. 525+91.94 "E", 59.80’ Rt. Elev. 832.94
LOT 173LOT 149LOT 148
LOT 147
LOT 174
LOT 187 LOT 188
Keystone Parkway
Keystone Parkway
800
810
820
830
840
800
810
820
830
840
790790
+
95
+
0
8
+95Constr. Limits
Constr. Limits
+96
+
9
6
END PROJECT 07-08C
529+70.00 "E"
CURVE DATA
= 5 30’ 29." Lt.
T = 918.74’
L = 1,836.06’
R = 19,098.59’
E = 22.09’
S.E. = NC
Constr. Limits
Constr. Limits
MATTHEW R. &
STEPHANIE T.
COFFMAN
HAROLD A. MARLEY
JASON A. & CARRIE T.
McGUIRE JT/RS MARTINJENNIFER WARDJACK T. SR. & CONNIE L. BURNS
RICHARD KEITH &
SHELLY ANN JONES
H. ALAN STEPHENS
Line "E"
STR. No. 506
STR. No. 507
STR. No. 7
STR. No. 509
STR. No. 508
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
S
S S
S15" VCP
15" VCP
12" VCP
60
" C
MP
15" VCP 15" VCP
12
" RCP
15" R
CP
15" R
CP
15" VCP
15" VCP
12
" VCP
12
"
RCP
6
"
CMP
12" RCP
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Rip Rap)
(Wooded)
(Grass)
(Grass)
(Grass)
(Gras
(Gras
Shed
20" Gas (Abandoned)
Profile Grade
-1.50%
+2.10%
Grade of Special Ditch Req’d Lt.
Plotted 5’ Below Datum
Grade of Special Ditch Req’d Lt.
Plotted 5’ Below Datum
Grade of Special Ditch Req’d Rt.
Plotted 15’ Below Datum
+95
820.50
+70
828.37
Existing Grade Along Line "E"
+0.27%
-1.74%
+3.87%
+50
821.43+95
819.30
+
8
0
+
5
5
END PROJECT 07-08C
529+70.00 "E"
P.G. ELEV. 832.67
+
3
6
.
2
5
+
3
6
.
2
5
100’-0" of Nested
Guardrail Req’d Rt.
431’-3" W-Beam Guardrail
@ 6’-3" Spa. Required Rt.
325’-0" W-Beam Guardrail @ 6’-3" Spa. Required Lt.
100’-0" of Nested
Guardrail Req’d Lt.300’-0" W-Beam Guardrail @ 6’-3" Spa. Required Lt.
G.R.E.T. Type OS Req’d Lt.
+
5
5
+
5
5
69 Ton Revetment Riprap with
100 Sys. of Geotextiles Req’d Rt.
Str. No. 7
8’ x 8’ R.C.B.C.
299 Sys. Ditch Sodding
Required Lt.
805 Sys. Ditch Sodding
Required Rt.
Str. No. 7
8’ x 8’ R.C.B.C.
1017 Sys. Ditch Sodding Required Lt.
43’-9" W-Beam Guardrail @ 6’-3" Spa. Required Rt.Curved Terminal End Req’d
8
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8
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524+00 525+00 526+00 527+00 528+00 529+00 534+00 535+00 536+00
8
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aedwards 9:16:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "E"
VMS
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
71PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
535+00
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
MOHAWK ASSOCIATES, LLC
Exist. Easement
Exist. Easement
Exist. Easement
App. Exist. L.A. R/W
App. Exist. L.A. R/W
EDEN ESTATES SECTION SEVEN
5
3
5
+
2
1.
0
,
9
0
.1
’,
Te
l.
P
e
d
.
+
2
6
.1
, 1
0
.2
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T
e
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.
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+
4
7
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,
9
8
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’,
P
in
e
+
7
9
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, 9
7
.
5
’,
Tr
e
e
B.M. #24 - Chiseled "X" on 3rd Guardrail Post from North, on E. Side of Keystone Ave.,
Approx. 900’ N. of Carmel Dr. Sta. 525+91.94 "E", 59.80’ Rt. Elev. 832.94
LOT 188
Keystone Parkway
Keystone Parkway
800
810
820
830
840
800
810
820
830
840
790790
CURVE DATA
= 5 30’ 29." Lt.
T = 918.74’
L = 1,836.06’
R = 19,098.59’
E = 22.09’
S.E. = NC
EDEN ESTATES SECTION EIGHT
LOT 189
LOT 208
LOT 209
LOT 210
END INCIDENTAL CONSTRUCTION
536+50.00 "E"
Exist. Easement
540+00 545+00
Constr. Limits
Constr. Limits
P.I. 540+75.85 "E"
RICHARD KEITH &
SHELLY ANN JONES
Line "E"
EDEN ESTATES VILLAGERONALD &
KAREN L. PEARSON
EUGENIA SIMKUS
FRED M. II &
KIMBERLY KASER IVERSEN
SHANNER H. &
CHRISTINA S. DRAKE
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
S
12" R
CP
18" RCP 18" RCP
15" VCP
15" VCP
1
2
"
R
C
P
12" RCP
8"
8" VCP (San.
S
SS
S
20" Gas (Abandoned)
END INCIDENTAL CONSTRUCTION
536+50.00 "E"
542+00 543+00 544+00 545+00 546+00 547+00535+00 536+00 537+00 538+00 539+00 540+00 541+00
8
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aedwards 9:16:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP06A.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "S-6-E"
VMS
VCSVCS VCSVCS
VCS VCSVCS VCSVCSVCSVCSVCS
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
72PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
10+00 15+00 20+00
G & T COMPANY
P.C. 495+72.71 "E"
116th Street
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LOT 4
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
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App. Exist. R/W
App. Exist. R/W
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790
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810
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840
850
P
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70’
B.M. #19 - Chiseled "X" on Concrete Light Pole Base @ S.W. Cor. of Hardees Restaurant,
on North Side of 116th Street, Sta. 13+79.54 "S-6-E", 61.96’ Lt. Elev. 826.33
+
9
3, 2
9’
L
T
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+00
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1
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Constr. Limits
Constr. Limits+37+70
53’
+50
53’
+10
85’
+05"E"
135’
BEGIN CONSTRUCTION
14+75.00 "S-6-E"
BEGIN INCIDENTAL CONSTRUCTION
14+50.00 "S-6-E"
+
21, 3
8
’ RT
+
3
0
+
65
+
7
1
+
0
1 +29
+
5
9
+
93
+
0
5,
5
2’
L
T.
TRIDENT FOODS, INC.
MERCHANTS 450 LLC
MERCHANTS 450 LLC
MERCHANTS POINTE ASSOCIATION LLCMERCHANTS POINTE ASSOCIATION LLCMERCHANTS POINTE ASSOCIATION LLC MERCHANTS POINTE ASSOCIATION LLC
Line "S-6-E"
L
in
e
"E
"
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
53’ R/W
All R/W Described From Line "S-6-E" Except
as Noted.
All Topographic Information Described From
Line "S-6-E" Except as Noted.
L .A . R /W A .C .L.
STR No. 701
STR No. 702
STR No. 705
STR No. 709
STR No. 712
STR No. 715 STR No. 719
STR No. 716 STR No. 721 STR No. 723
STR No. 725
STR No. 704
STR No. 703
STR No. 707
STR No. 708
STR No. 706
STR No. 710
STR No. 711
STR No. 718
STR No. 714
STR No. 713
STR No. 722
STR No. 717
STR No. 720
STR No. 726
STR No. 724
STR No. 613
STR No. 611
STR No. 608
STR No. 609
STR No. 700
STR No. 497
STR No. 496
STR No. 495
EARTHWORK BALANCE
Sta. 14+50 to Sta. 27+00 "S-6-E"
Fill + 25% = 16,726 CYS
Common Excavation = 2,268 CYS
Topsoil = 2,050 CYS
Benching = 0 CYS
Borrow = 12,408 CYS
Note: Fill & Common Excavation Quantities Include Benching
6" CMP
8
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(
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4
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4
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18" RCP18" RCP15" RCP18" RCP
18" RCP
15" RCP15" RCP
2
1" RCP 12" RCP
15" RCP
21" RCP
2
4" RCP
18" RCP
18" RCP21" RCP
18" RCP18" RCP
8"
CPP
8" CMP
8" CM
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12" PVC
14
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1
2
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8
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1-Sty. Br.
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RT
RT
WVWV
WV
T T
GV
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GVGVGV
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WV
WV
WV W
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WV
W T
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WV
GV
Existing Grade Along Line "S-6-E"
Profile Grade
40’ of 30" Pipe @ -0.20%
50’ of 30" Pipe @ -0.18%
99’ of 24" Pipe @ -0.20%
811.18
811.27
811.27811.85
811.35
812.04812.04812.19
18" Pipe
812.69
12" Pipe
813.04
15" Pipe
815.41
12" Pipe
815.97
30" Pipe
811.18
75’ of 24" Pipe @ -0.20%
M.H. 15+20
STR. No. 704
M
.H
.
1
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END PROFILE
18+07.50 "S-6-E"
P.G. ELEV. 821.92
-0.77%
P.V.I. STA. 17+20.00
P.V.I. ELEV. 820.17
110.00’ V.C.BEGIN INCIDENTAL CONSTRUCTION
14+50.00 "S-6-E"
BEGIN CONSTRUCTION
14+75.00 "S-6-E"
P.G. ELEV. 822.06
8
2
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2
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8
5
aedwards 9:16:52 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
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S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
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LINE "S-6-E"
VMS
VCS
VCS
VCSVCSVCS
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
73PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
Ma
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CITY OF CARMEL, INDIANA
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WOODLAND SPRINGS EIGHTH SECTION
P.C. 495+72.71 "E"
116th Street
20+00 25+00 30+00
P.O.T. 20+00.00 "S-6-E"=
P.O.T. 495+35.04 "E"
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M APLES OF CARMEL
HORIZONTAL
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SEC. 31, T 18 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
SEC. 6, T 17 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
LOT 397 LOT 325
BUSH DEVELOPMENT COMPANYBUSH DEVELOPMENT COMPANY
Line "S-6-E"
App. Section Line
L
in
e
"E
"
Ke
y
s
t
o
n
e
P
a
r
k
wa
y
App. Exist. R/W
780
790
800
810
820
830
840
780
790
800
810
820
830
840
App. Exist. R/W
App. Exist. R/W
END CONSTRUCTION
26+00.00 "S-6-E"
END INCIDENTAL CONSTRUCTION
26+44.00 "S-6-E"
+50
55’
L.A. R/W A.C.L.L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
55’ R/W
+00 "E"
STR No. 613
+51 "E"
STR No. 611
+00 "E"
STR No. 608
STR No. 609
STR. No. 727
STR. No. 728
STR. No. 729
STR. No. 735
E
xis
t
.
Ea
s
e
m
e
n
t
STR. No. 732
STR. No. 731
STR. No. 737
STR. No. 739
STR. No. 742
STR. No. 736
STR. No. 734
STR. No. 733
STR. No. 738
STR. No. 740
STR. No. 741
STR. No. 743
STR. No. 744
STR. No. 745
STR No. 607
STR No. 610
STR No. 612
STR No. 614
+00 "E", 6’ RT
+50
91’
+
1
2
,
4
0
’
R
T
+
1
0,
3
1’
R
T
+
1
0,
1
3’
R
T
+25, 30’
R
T
+8 7 , 3 5 ’ R T
+87, 40’ R
T
+87, 33’ LT
+00, 33’ LT
+
48, 4
4
’ LT
+69, 65’ LT
+
0
0, 6
5’
L
T
+
1
1,
5
5
’
L
T
+
10
, 39’ LT
+
2
5, 31’ LT
+75 "E", 7’ LT
+
0
0 "
E"
+
0
0 "
E"
+
5
1
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E
"
Ap
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R/
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+
98 "E", 80’
R
T
Constr. Limits
Constr. Limits
+50
+90"E"
+85
+00
55’
+10"E"
120’
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110’
+
00
+
0
0
, 40’ RT
+
0
0,
5
1
’
R
T.
All R/W Described From Line "S-6-E" Except
as Noted.
All Topographic Information Described From
Line "S-6-E" Except as Noted.
1
5
"
R
C
P
15" RCP
15" RCP
15" RCP
12" RCP6" CMP
2
4
"
R
CP
2
4
"
RCP
2
4
"
R
CP
18" RCP
18" RCP
12" RCP 12" R
CP
1
2"
RCP
12"
R
CP
24" RCP
24" RCP
24" R
C
P
2
4
"
R
C
P
1
5
"
R
CP
15
"
R
CP
15
" RC
P
15" RCP 15" RCP
12" RCP
12
"
RC
P
15" RCP
15
" R
CP
12
" R
CP
18" RCPD
D
S
D
D
D
D
D
D
D
D
D D
D
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4
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6" PVC (San)
8
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(Grass)
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Fr. Shed.
Sidewalk (Conc.)
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Canopy over Conc.
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ACACACAC AC
ACACAC
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FP
FP
FP
FP
TR
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RT
RT
RT
RT
RT
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Sidewalk (Conc.)
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ide
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(Asphalt)
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Grass
Grass
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Bldg.
Asphalt
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p
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2 Sty. Brick
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WV
WV
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T
T
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W
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Profile Grade
Existing Grade Along Line "S-6-E"
END CONSTRUCTION
26+00.00 "S-6-E"
P.G. ELEV. 813.00
END INCIDENTAL CONSTRUCTION
26+44.00 "S-6-E"
Grade of Special Ditch Req’d Rt.
Plotted 15’ Below Datum
-2.15%
171’ of 15" Pipe @ -1.05%
811.79
810.00
15" Pipe
811.89
12" Pipe
811.26
15" Pipe
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+00
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814.30
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BEGIN PROFILE
21+83.74 "S-6-E"
P.G. ELEV. 821.95
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00 Sys. Ditch Sodding Req’d Rt.
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aedwards 9:17:12 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "S-16-E"
VMS
VCS VCSVCSVCSWV
T
T
TBTB
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
74PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
Ap
p
. Ex
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W
Line "S-16-E"
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CITY
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P.O.T. 40+00.00 "S-16-E"
800
810
820
830
840
850
800
810
820
830
840
850
MATHES FAMILY LIMITED PARTNERSHIP
App. Exist. L.A. R/
W
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R/
W
App. Exist. L.A. R/W
+35
100’
Exist. Ease
ment
B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of
Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07
B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support
on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
App. Exist. L.A. R/W
App. Exist. L.A. R/W
E. Carmel Drive
BEGIN CONSTRUCTION
45+45.00 "S-16-E"
+75 "E", 7’ LT
BEGIN INCIDENTAL CONSTRUCTION
44+55.00 "S-16-E"
+
55
+
1
0
,
4
4
’
L
T
+
50, 42’ LT
+
5
3,
4
3
’
L
T
+
8
1,
3
9
’
R
T
+
14
, 4
2
’ RT
+
8
8,
4
2
’
R
T
+50, 40’ RT +16, 48’ RT
+
81
+
8
8
+
9
3
+50
+
93
+
75 "E", 7
’ LT
+00 "E", 6’ RT
+
0
0 "
E
"
+00 "E"
+50 "E"+00 "E"+00 "E"
+50 "E"
+
7
5,
7
9
’
L
T
+
88
Constr. Limits
Constr. Limits
60’
+60.36
60’
X
X
+45"E"
61’+60
61’
+60
+
78, 4
3’ LT
+50
P.O.T. 49+99.98 "S-16-E"=
P.O.T. 515+01.48 "E"
ROIF, LLC
CARMEL DRIVE OFFICE BUILDING
MCDONALD’S CORPORATION
SYSTEM CAPITAL
REAL PROPERTY CORPORATION
MA
TH
ES
F
AMILY
LIMITED
P
ARTN
ERS
HIP
GS PROPERTIES, INC. ET AL.
TOWN OF CARMEL, INDIANA
Lin
e
"E"
60’ R/W
L.A. R/W A.C.L.
L.
A.
R/
W
A.
C.
L.
All R/W Described From Line "S-16-E" Except as Noted.
All Topographic Information Described From Line "S-16-E"
Except as Noted.
STR. No. 800 STR. No. 803
STR. No. 801
STR. No. 802
STR. No. 804
STR. No. 805
STR. No. 806
STR. No. 809
STR. No. 811
STR. No. 812
STR. No. 815
STR. No. 807
STR. No. 808
STR. No. 810
STR. No. 813
STR. No. 814
STR. No. 816
STR. No. 629
STR. No. 628
STR. No. 630
STR. No. 632
STR. No. 634
STR. No. 631
STR. No. 633
STR. No. 635
STR. No. 817
STR. No. 504
Temp R/W
Temp R/W
STR. No. 850
STR. No. 852
STR. No. 851
+
09, 35’ RT.
+
2
5,
3
5
’
R
T.
+71, 35’
R
T.
STR. No. 853
STR. No. 854
+
8
1,
3
5’
R
T.
+
8
7, 3
5’
R
T.
+37 "E", 93’ LT
EARTHWORK BALANCE
Sta. 44+55 to Sta. 55+40 "S-16-E"
Fill + 25% = 4,860 CYS
Common Excavation = 1,316 CYS
Topsoil = 2,050 CYS
Benching = 0 CYS
Borrow = 1,493 CYS
Note: Fill & Common Excavation Quantities Include Benching
12" RCP 12" RCP
12" RCP
12" RCP
12" RCP
3
6" CMP
D
S
12
" RC
P
12
"
RC
P
8" VCP (San)
8
"
P
VC
(S
a
n
)
10" VCP (San)
15
"
CMP
8" VCP (San)
8"
V
C
P (San)
15
"
C
MP
12" RCP
10
" VCP (Sa
n
)
10
"
VC
P
(
S
a
n
)6" PVC
8" VCP (San)
12" RCP
S
SS
S
S
S
120.00’ V.C.
P.V.I. ELEV. 826.37
P.V.I. STA. 47+15.00
-0.76%
BEGIN CONSTRUCTION
45+45.00 "S-16-E"
P.G. ELEV. 827.65
BEGIN INCIDENTAL CONSTRUCTION
44+55.00 "S-16-E"
END PROFILE
48+26.71 "S-16-E"
P.G. ELEV. 828.60
Existing Grade Along Line "S-16-E"
58’ of 15" Pipe @ -0.50%
+2.00%Profile Grade
821.97 821.68 821.58
820.29
15" Pipe
822.07
15" Pipe
822.16 36" Pipe
816.23
30" Pipe
816.73
M
.H
.
4
6
+
8
8
S
T
R
.
N
o
.
8
0
8
M
.
H
.
4
7
+
5
0
S
T
R
.
N
o
.
8
1
4
M.H. 49+16
STR. No. 816
162’ of 18" Pipe @ -0.80%
(Bit. Ma
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t.)
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s
s
)
(
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s
s
)
(Gra
s
s
)
Parking Lot
(Bit. Mat.)
Median (Conc.)
Median (Conc.)
(Bit. Mat.)
Median (Conc.)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(B
it
.
Ma
t
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(
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RT
RT
RT
RT
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2
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2
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8
2
8
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8
2
8
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42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
aedwards 9:17:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "S-16-E"
VMS
VCSVCSVCSVCST
WV
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
75PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
50+00
Ke
y
s
t
o
n
e
P
a
rkw
a
y
P.T. 514+44.63 "E"
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
LEIGH B. & SONIA ELIZABETH BANGS
55+00 60+00
LOT 59 LOT 60 LOT 61
LOT 62
LOT 63 LOT 1
LOT 374
LOT 354
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790
800
810
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830
840
850
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800
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820
830
840
850
Ke
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P
a
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Line "S-16-E"App. Exist. L.A. R/W
WATERFORD SECONDARY PLAT
ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC.
SEC. 31, T 18 N, R 4 E
CLAY TOWNSH?P
HAMILTON COUNTY
ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC.
App. Exist. R/W
App. Exist. R/W
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
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t
.
R
/
W
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p
.
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is
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.
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W
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.
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t
.
R
/
W
Ap
p
.
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.
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W
A
p
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.
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t
.
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W
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App. Exist. R/W
Ex
is
t
.
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a
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e
m
e
n
t
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t
.
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t
.
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s
e
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e
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t
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t
.
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s
e
m
e
n
t
Exist. Easement
Exist. Easement
Exist. Easem
ent
App. Exist. L.
A.
R/
W
Lin
e
"E"
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
H
o
r
s
h
o
e
L
a
n
e
W
e
s
t
S
u
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S
p
r
in
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s
C
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t
Tiffany Court
B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W.
Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67
B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support
on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
E. Carmel Drive
COMMON
AREA
COMMON
AREA
50’ R/W
50’ R/W
L.A. R/W A.C.L.
L.
A.
R/
W
A.
C.
L.
L.
A.
R/
W
A.
C.
L.
STR. No. 817
STR. No. 635
+00 "E"
STR. No. 633
+50 "E"
STR. No. 631
+00 "E"+00 "E", 6’ RT
STR. No. 630
STR. No. 628
STR No. 818
STR No. 819 STR No. 820
STR No. 821
STR No. 822
+75 "E", 7’ L
T
+75, 79’ LT
+
28
, 2
4’ LT
+
2
8
,
2
6
’
R
T
+
9
4,
2
9
’
R
T
+
9
4,
2
9
’
R
T
+
2
1,
4
0
’
L
T
END CONSTRUCTION
53+30.00 "S-16-E"
END INCIDENTAL CONSTRUCTION
55+40.00 "S-16-E"
Constr. Limits
Constr. Limits
+25
+45"E"
150’
+15.26"E"
+50
50’
50’
+25
50’+80
50’
P.O.T. 49+99.98 "S-16-E"=
P.O.T. 515+01.48 "E"
All R/W Described From Line "S-16-E" Except as Noted.
All Topographic Information Described From Line "S-16-E"
Except as Noted.
12" RC
P
D
1
2"
R
C
P
12" RCP 12" RCP 12" RCP
12" RCP 12" RCP
15
" X 24
" CMP
8
"
VCP
(
S
a
n
)
1’ X 2’ Box 12" RCP
12
" RC
P
21" RCP
8" VCP (San)
S
S
D
90.00’ V.C.
P.V.I. ELEV. 827.16
P.V.I. STA. 52+50.00
END CONSTRUCTION
53+30.00 "S-16-E"
P.G. ELEV. 826.09
BEGIN PROFILE
52+04.43 "S-16-E"
P.G. ELEV. 828.07
END INCIDENTAL CONSTRUCTION
55+40.00 "S-16-E"
60’ of 24" Pipe @ -0.20%
Plotted 10’ Below Datum
-2.00%
-1.33%
Profile Grade
Existing Grade Along Line "S-16-E"
253’ of 24" Pipe @ -0.20%
818.76 818.26
24" Pipe
818.17
818.05818.17 24" Pipe
818.05
24" Pipe
818.26
18" Pipe
818.76
M.
H
.
5
0
+
7
5
S
T
R
.
N
o
.
8
1
7
M.H. 53+28
STR. No. 818
M.H. 53+28
STR. No. 819
M
.H
.
5
3
+
9
4
S
TR
.
N
o
.
8
2
0
(Bit. Ma
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s
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(C-Stn.)(Grass)
(Grass)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
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s
)
(
Gr
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s
s
)
(Gra
s
s
)
(Bit. Mat.)
(C-Stn.)(Grass)
(Grass)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(Gra
s
s
)
RT
RT
8
2
8
.7
8
2
8
.3
8
2
7
.5
8
2
7
.2
8
2
7
.1
8
2
6
.9
8
2
6
.5
8
2
5
.8
8
2
5
.1
8
2
3
.9
8
2
2
.5
8
2
1
.2
8
2
0
.2
8
19
.5
8
18
.7
8
18
.2
8
17
.8
8
2
7
.
2
3
8
2
6
.
4
9
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
aedwards 9:17:52 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP10.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
LINE "CI-1"
VCSVCS VCSVCS
VCSVCS VCSVCSVCSVCSVCS
VCS
VCS
VCSVCSVCS
Proposed AT&T Manhole
116th Street
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
76PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
Ma
n
o
r
Dr
ive
MA
P
LES
O
F
C
A
R
ME
L
H
ORIZO
NTA
L
P
R
O
P
ER
TY
MAPLES OF CARMEL
HORIZONTAL PROPERTY
MAP
LES
O
F
C
ARME
L
HO
R
IZ
ON
T
A
L
P
RO
P
ERTY
MAP
LES
OF
C
ARME
L
HO
R
IZ
ON
T
AL
P
RO
P
ERTY
App. Exist. R/W
15+00
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
25+00
P.O.T. 20+00.00 "S-6-E"=
P.O.T. 495+35.04 "E"
App. Exist. R/W
E
xis
t
.
E
a
s
e
m
e
n
t
Ap
p
.
E
xis
t
.
L.A
.
R/
W
MAPLES OF CARM EL
HORIZONTAL
PROPERTY
B
u
t
t
o
n
w
o
o
d
Dr
iv
e
A
p
p
.
E
x
is
t
.
L
.A
.
R
/
W
SEC. 31, T 18 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
SEC. 6, T 17 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
App. Section Line
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
App. Exist. R/W
790
800
810
820
830
840
790
800
810
820
830
840
20+00
LOT 3
LOT 4
P
o
in
t
e
D
r
iv
e
G & T COMPANY
Exis
t
.
Ea
s
e
m
e
n
t
+05
70’
Exist. Easement
App. Exist. L.A. R/W
+70
53’Exist. Easement
App. Exist. R/W
App. Exist. R/W
Exist. Easement
Ap
p
.
Ex
is
t
.
R/
W
Ap
p
.
Ex
is
t
.
R/
W
Ex
is
t
.
Ea
s
e
m
e
n
t
App. Exist. R/W
+10
85’
Exist. Easement
App. Exist. L.A. R/
W
+00
55’
P.O.T. 20+00.00 "CI-1"
P.I. 20+51.65"CI-1"
P.I. 21+30.50 "CI-1"
P.I. 21+64.39 "CI-1"
P.I. 20+92.31 "CI-1"
P.I. 22+29.09 "CI-1"
P.I. 23+19.24 "CI-1"P.I. 26+94.58 "CI-1"
116th Street
P.I. 24+60.20 "CI-1"
P.I. 25+05.84 "CI-1"
P.I. 25+39.74 "CI-1"
P.I. 25+54.39 "CI-1"
P.I. 26+04.43 "CI-1"
App. Section Line
850 850
53’
44.20’
+50
+65.61
130.67’
+95.19
+85
+10.68
144.52’
+20.58
124.47’
+50
91’
SDMBR, LLC
CITY OF CARMEL, INDIANA
BUSH DEVELOPMENT COMPANY
Lin
e
"E
"
MERCHANTS 450 LLC
MERCHANTS POINTE ASSOCIATION LLC
TRIDENT FOODS, INC.
L.A . R /W A .C .L .
L.A. R/W A.C.L.
53’ R/W
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
55’ R/W
L.A. R/W A.C.L.Line "S-6-E"
MERCHANTS POINTE
ASSOCIATION LLC
All R/W Described From Line "S-6-E" Except
as Noted.
All Topographic Information Described From
Line "S-6-E" Except as Noted.
See Geometric Tie-Up Sheet for Line C1-1
Alignment Data
1
5
"
R
C
P
15" RCP
15" RCP
15" RCP
12" RCP6" CMP
2
4
"
R
CP
2
4
"
RCP
2
4
"
R
CP
18" RCP18" RCP15" RCP18" RCP
18" RCP
15" RCP
2
1" RCP 12" RCP
15" RCP
21" RCP
18" RCP
18" RCP21" RCP
18" RCP18" RCP
8"
CPP
8" CMP
8" CM
P
12" PVC
14
"RC
P
18" RCP
12" RCP 12" R
CP
1
2"
RCP
12"
R
CP
24" RCP
24" RCP
24" R
C
P
2
4
"
R
C
P
1
5
"
R
CP
15
"
R
CP
15" RCP
15" RCP
D
D
S
S
D
S
D
D
D
D
D
D
4
" P
VC
8" PVC (San)
8
"
P
VC
(
S
a
n
)
8" PVC (San)
6
"
P
V
C
(
S
a
n
)
6" PVC (San)
8
"
P
VC
(
S
a
n
)
P.V.I. STA. 21+00.00
P.V.I. ELEV. 821.90
50.00’ V.C.
50.00’ V.C.
P.V.I. ELEV. 823.00
P.V.I. STA. 21+50.00
50.00’ V.C.
P.V.I. ELEV. 822.32
-1.50%+2.20%-1.35%
P.V.I. STA. 22+00.00
Profile Grade Profile Grade
Existing Grade Along Line "CI-1"
P.V.I. STA. 24+60.00
P.V.I. ELEV. 821.97
50.00’ V.C.
P.V.I. STA. 25+20.00
P.V.I. ELEV. 823.00
50.00’ V.C.
P.V.I. STA. 25+70.00
P.V.I. ELEV. 822.10
50.00’ V.C.
-1.70%+1.71%+1.71%-1.80%
END PAVING EXCEPTION
20+34.15 "CI-1"
P.G. ELEV. 822.88
BEGIN PAVING EXCEPTION
26+12.81 "CI-1"
P.G. ELEV. 822.83
END PAVING EXCEPTION
24+15.25 "CI-1"
P.G. ELEV. 822.73
BEGIN PAVING EXCEPTION
22+42.43 "CI-1"
P.G. ELEV. 822.97
+1.53%
y
.
G
a
r.
2-Sty. Br.
Comm . Bldg.
Woodland Spring
Manor Apartments
P
a
rk
in
g
Lo
t
(
Bit
. Ma
t
.)(
Gr
a
s
s
)
(Grass)
(Bit. Mat.)
Comm. Dr.
(Bit. Mat.)
(Grass)
Parking Lot
(Bit. Mat.)
Comm. Dr.
(Bit. Mat.)
(Grass)
1-Sty. Br.
Comm. Bldg.
Wendy’s
(
R
ip
R
a
p
)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Conc.)(Grass)(Conc.)
(Grass)
1-Sty.
Comm . Bldg.
1-Sty.
Fr. Shed.1-Sty.
Fr. Shed.
Sidewalk (Conc.)
(Grass)
P
a
rk
in
(
B
it
Canopy over Conc.
& Pumps
(
Gr
a
s
s
)
(Grass)
(Bit. Mat.)
Comm. Dr.
(Bit. Mat.)
(Grass)
Parking Lot
(Bit. Mat.)
Comm. Dr.
(Bit. Mat.)
(Grass)(
R
ip
R
a
p
)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Conc.)(Grass)(Conc.)
(Grass)
1-Sty.
Fr. Shed.1-Sty.
Fr. Shed.
Sidewalk (Conc.)
(Grass)
Canopy over Conc.
& Pumps
ACACACAC AC
ACACAC
ACAC
FP
FP
FP
FP
TR
RT
RT
RT
RT
RT
RT
WV
WV
Bldg.
Asphalt
(As
p
h
a
lt
)
(
A
s
p
h
a
lt
)
GV
E
T
GVGVGV
WV
WV
WV W
E
WV
W T
THH
WV
WV
W
E
W
T T
W T
WV
WV
WV
WV
W
GVE
T
8
18
.1
8
17
.7
8
17
.3
8
16
.4
8
16
.1
8
17
.0
8
18
.0
8
18
.1
8
16
.9
8
19
.8
8
16
.7
8
16
.6
8
16
.9
8
18
.1
8
18
.1
8
18
.1
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
8
2
2
.6
5
8
2
2
.1
3
8
2
2
.7
7
8
2
2
.5
0
8
2
2
.2
2
8
2
2
.6
5
8
2
2
.4
7
8
2
2
.6
1
aedwards 9:18:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP11.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
LINE "CI-2"
VCSVCSVCS VCSVCSVCSVCSWV
T
T
T
TBTB
WV
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
77PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
Ap
p
. Ex
is
t
. L.A. R/
W
Line "S-16-E"
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CITY
OF
C
A
R
MEL
K
e
y
s
t
o
n
e
Wa
y
CITY
OF
C
ARMEL
Exis
t
. Ea
s
e
m
en
t
P.T. 514+44.63 "E"
Ke
y
s
t
o
n
e
P
a
rkw
a
y
45+00 50+00
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R/
W
App. Exist. R/W
Ke
y
s
t
o
n
e
Wa
y
800
810
820
830
840
850
800
810
820
830
840
850
MATHES FAMILY LIMITED PARTNERSHIP
Ke
y
s
t
o
n
e
P
a
rkw
a
y
App. Exist. L.A. R/
W
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R/
W
App. Exist. L.A. R/W
+35
100’
Exist. Ease
ment
App. Exist. L.A. R/W
App. Exist. L.A. R/W
E. Carmel Drive
COMMON
AREA
App. Exist. R/W
W
a
t
e
r
f
o
r
d
L
a
n
e
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
Exis
t
.
R
/
W
LOT 63
LOT 62
Exist. Easement
LOT 60 LOT 61
Exist. Easement
LOT 59
+50
50’
Exist. Easem
ent
COMMON
AREA
Tiffany Court
App. Exist. L.A. R/W
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
App. Exist. R/W
+25
50’+80
50’
55+00
App. Exist. L.
A.
R/
W
E. Carmel Drive
P.O.T. 50+00.00 "S-16-E"=
P.O.T. 515+01.49 "E"
Line "S-16-E"
P.O.T. 20+00.00 "CI-2"
P.I. 26+89.03 "CI-2"
P.I. 23+04.46 "CI-2"
60’
+60.36
60’
+71.93
145.14’
+34.60
50’
+25
+63.39
128.05’
+60
61’
+60
61’
ROIF, LLC
MCDONALD’S CORPORATION
MA
TH
ES
F
AMILY
LIMITED
P
ARTN
ERS
HIP
GS PROPERTIES, INC. ET AL.
Lin
e
"E"
60’ R/W
L.A. R/W A.C.L.
L.
A.
R/
W
A.
C.
L.
50’ R/W
WATERFORD SECONDARY PLAT
L.A. R/W A.C.L.
50’ R/W
ST. PETER’S UNITED CHURCH OF CHRIST CARMEL, INC.
L.
A.
R/
W
A.
C.
L.
L.
A.
R/
W
A.
C.
L.
ST. PETER’S UNITED CHURCH
OF CHRIST CARMEL, INC.
Line "CI-2"
Temp R/W
Temp R/W
All R/W Described From Line "S-16-E" Except as Noted.
All Topographic Information Described From Line "S-16-E"
Except as Noted.
See Geometric Tie-Up Sheet for Line "C1-2" Alignment Data
P.I. 24+89.67 "CI-2"
P.I. 21+05.29 "CI-2"
12" RCP 12" RCP
12" RCP
12" RCP
12" RCP
12" RC
P
3
6" CMP
D
S
D
12
" RC
P
8" VCP (San)
8
"
P
VC
(S
a
n
)
10" VCP (San)
15
"
CMP
8" VCP (San)
8"
V
C
P (San)
15
"
C
MP
12" RCP
1
2"
R
C
P
12" RCP 12" RCP 12" RCP
1’ X 2’ Box 12" RCP
12
" RC
P
10
" VCP (Sa
n
)
10
"
VC
P
(
S
a
n
)6" PVC
8" VCP (San)
12" RCP
SS
S
S
S
-1.90%+0.68%-1.80%+2.30%+2.14%-1.80%
190.00’ V.C.
P.V.I. ELEV. 827.44
P.V.I. STA. 25+15.00
P.V.I. STA. 20+60.00
P.V.I. ELEV. 829.09
50.00’ V.C.
P.V.I. STA. 21+10.00
P.V.I. ELEV. 829.43
50.00’ V.C.
P.V.I. STA. 21+60.00
P.V.I. ELEV. 828.53
50.00’ V.C.
Profile Grade
Profile Grade
END PAVING EXCEPTION
23+61.10 "CI-2"
P.G. ELEV. 830.21
BEGIN PAVING EXCEPTION
21+94.00 "CI-2"
P.G. ELEV. 829.31
END PAVING EXCEPTION
20+13.53 "CI-2"
P.G. ELEV. 829.97
Existing Grade Along Line "CI-2"
BEGIN PAVING EXCEPTION
26+10.26 "E"
P.G. ELEV. 829.48
(Bit. Ma
t.)
(Bit. Ma
t.)
(Gr
a
s
s
)
(
Gr
a
s
s
)
(Gra
s
s
)
Parking Lot
(Bit. Mat.)
Median (Conc.)
Median (Conc.)
(Bit. Mat.)
Median (Conc.)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(B
it
.
Ma
t
.)
(
G
ra
s
s
)
Comm . Dr.
(Bit. Mat.)
(
B
it
. Ma
t
.)
Parking Lot
(Bit. Mat.)
(Grass)
(Bit. Mat.)
(C-Stn.)(Grass)
(Grass)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(Gra
s
s
)
P
a
r
kin
g
Lo
t
(Bit
.
Ma
t
.)
(Gr
a
s
s
)
(
Gr
a
s
s
)
(Gra
s
s
)
Parking Lot
(Bit. Mat.)
Median (Conc.)
Median (Conc.)
(Bit. Mat.)
Median (Conc.)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(B
it
.
Ma
t
.)
(
G
ra
s
s
)
Comm . Dr.
(Bit. Mat.)
(
B
it
. Ma
t
.)
Parking Lot
(Bit. Mat.)
(Grass)
(Bit. Mat.)
(C-Stn.)(Grass)
(Grass)
Sidewalk (Conc.)
Parking Lot
(Bit. Mat.)
(Gra
s
s
)
RT
RT
RT
RT
RT
WV
8
2
8
.1
8
2
7
.2
8
2
7
.5
8
2
7
.9
8
2
7
.4
8
2
8
.5
8
2
8
.7
8
2
8
.1
8
2
7
.0
8
2
6
.8
8
2
6
.6
8
2
5
.2
8
2
6
.
4
8
2
8
.3
8
2
8
.7
8
2
8
.4
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
8
2
9
.
3
4
8
2
9
.3
0
8
2
8
.8
0
8
2
9
.
5
1
8
2
8
.
7
0
8
2
8
.
3
7
8
2
8
.
5
6
8
2
9
.
2
7
aedwards 9:18:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP12.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
DFvSV
P.I. 109+33.03 "COL-E"
P.C. 495+72.71 "E"
P.O.T. 495+35.04 "E" =
P.O.T. 20+00.00 "S-6-E"
+62
198’
CITY OF CARMEL
SDMBR, LLC.
G & T
COMPANY
MAPLES OF CARMEL
HORIZONTAL PROPERTY
MAP
LES
O
F
C
AR
ME
L
H
O
R
I
Z
O
N
TA
L
P
R
O
P
E
R
TY
MA
P
LE
S
O
F
C
A
R
M
E
L
H
OR
IZ
O
NTA
L
P
RO
P
ERTY
M
A
P
LE
S
O
F
C
A
R
ME
L
H
OR
IZO
NTA
L
P
RO
P
ERTY
MA
P
LE
S
O
F
C
A
R
ME
L
H
O
R
IZ
O
N
TAL
P
R
O
P
E
R
T
Y
M
A
P
L
E
S
O
F
C
A
R
M
E
L
H
O
RI
Z
O
N
T
A
L
P
R
O
P
E
R
T
Y
M
A
P
L
E
S
O
F
C
A
R
M
E
L
H
O
RI
Z
O
N
T
A
L
P
R
O
P
E
R
T
Y
MA
P
LE
S
OF
C
A
R
ME
L
H
O
R
I
Z
O
N
TA
L
P
R
O
P
E
R
TY
MAPLES OF CARMEL
HORIZONTAL PROPERTY
MAPLES OF CARMEL
HORIZONTAL PROPERTY
CITY OF
CARMEL
LINE "COL-E"
N 39 19’ 05" W
Str. No. 410
Str. No. 411
Str. No. 412
Str. No. 414 Str. No. 413
Str. No. 415
Str. No. 416
Str. No. 417
Str. No. 418
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M.H
.
P.I. Sta. 100+54.20 "COL-E"
= 39 43’ 52" Rt.
T = 54.20’
L = 104.02’
R = 150.00’
E = 9.49’
S.E. = N.C.
P.I. Sta. 109+33.03 "COL-E"
= 4 59’ 05" Rt.
T = 829.01’
L = 1,656.98’
R = 19,046.18’
E = 18.03’
S.E. = N.C.
P.I. 505+09.42 "E"
Str. No. 311
Str. No. 310 Str. No. 313
Str. No. 314
Str. No. 315
Str. No. 315
Str. No. 318
Str. No. 317
Str. No. 316
Str. No. 319
Str. No. 320
Str. No. 6
Str. No. 5Str. No. 501
Str. No. 502
Str. No. 620
P.C. 100+00.00 "COL-E" =
O.P.O.C. 496+17.38 "E"
86.82’ RT
N 0 00’ 36" W
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.711’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = N.C.
Str. No. 621Str. No. 622
P.I. 100+54.20 "COL-E"
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
P.C.C. 101+04.02 "COL-E"
I
III
I
I
P
V
C
S
VC
S
WV
WV
WV
T
TT
T
Ex. 24" San Pipe
797.52
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
78PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
790
800
810
820
830
840
850
790
800
810
820
830
840
850
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Keystone Parkway
Line "E"
Line "COL-E"
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Lin
e
LOT 31
Ex. Easement
Ex. Easement
Ex. Easement
Ex. Easement
Ex. Easement
Ex. R/W
Ex. R/W
E
x
.
R
/
W
E
x
.
R
/
W
Ex. R/W
Ex. R/W
Ex. R/W
Ex. R/W
Ex
.
R
/
W
Constr. Limits
Constr. Limits
Constr. Limits
+
00 "COL-E", 20’ RT
+
0
0
"COL-
E"
+
34 "COL-E"
+
84
"COL-E"+00 "C
OL-E"
+
3
4 "
C
O
L-
E
",
2
0’
R
T
+00 "COL-E", 20’ RT
+
5
0 "
C
O
L-
E", 2
0’
R
T
B.M. #20 - Chiseled on Conc. Hdwl. for 12" RCP Approx. 800’ N. of
116th St. on E. Side of Keystone, Sta. 502+20.13 "E", 68.13’ Rt. Elev. 819.12
+91 "COL-
W", 18’ LT
+91 "COL-W"+30 "COL-
W"+80 "COL-W"+80 "COL-
W", 20’ LT
+30 "C
O
L-
W"
+
51 "COL-W", 2
0
’ LT
+51 "COL-W "
+51 "COL-W ", 36’ LT +00 "COL-W", 20’ LT
+
3
3
"E
"
+51 "E"
+
16
"E"
+28 "E "
+
50 "E"+
5
0
"E
"
+
5
0 "COL-E", 20
’ RT
R/W
R/
W
Constr. Limits
+00 "E", 7’ LT
+00 "COL-W", 52’ RT
BEGIN CONSTRUCTION
STA. 100+00.00 LINE "COL-E"
L.A. R/W A.C.L.
110’ L.A. R/W A.C.L.
100+00 105+00 110+00
500+00
495+00
505+00
+90
+97.80
+91.10
89.82’
+91.13
Constr. Limits
+05
110’
S
S
RCP
24" RCP
72" CMP
Ex. Conc. Ditch
12" RCP
15
" RCP
1
2
"
R
C
P
12" RCP
15" RCP
R
C
P
12" RCP
Ex. Conc. Ditch
6
"
C
MP
24" RCP 24" RCP
18
"
RC
P
18
" R
CP
2
4"
24" RCP
24" RCP
3
6
"
C
MP
D
D
D
D
12" RCP
18
"
RC
P
(
S
a
n
)
18
"
RC
P
(
S
a
n
)
18
"
RC
P
(
S
a
n
)
D
42 " R C P
42"
15" R
CP
S
TR
(
Gr
a
s
s
)
(Rip Rap)
P
a
r
kin
g
Lo
t
(
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.
Ma
t
.)
(
B
it
.
Ma
t
.
)
(
Gr
a
s
(
C
o
n
c
.
)
(
Gr
a
s
s
)
(Grass)
(Grass)
(Grass)
(Lawn)
(Grass)
(Grass)
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
C
a
n
o
p
y
&
P
u
m
(
Gr
a
s
s
)
(Rip Rap)
P
a
r
kin
g
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t
(
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.
Ma
t
.)
(
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it
.
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t
.
)
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a
s
(
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n
c
.
)
(
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a
s
s
)
C
a
n
o
p
y
&
P
u
m
RT
RT RT
GVGVGV
E
GV
S
M.H. 102+00
STR. No. 410 M.H. 104+34
STR. No. 413
M.H. 107+00
STR. No. 416
228’ of 12" Pipe @ -0.519312 %-0.11 %
Precast Concrete Box Culvert 505+32 "E"
STR. No. 6
Existing Grade Along Line "COL-E"
S.W.T.S. 108+50
STR. No. 417
S.W.T.S. 109+50
STR. No. 418
P.V.I. STA. 101+00.00
P.V.I. ELEV. 821.57
50.00’ V.C.
P.V.I. STA. 104+50.00
P.V.I. ELEV. 817.61
280.00’ V.C.
P.V.I. STA. 108+50.00
P.V.I. ELEV. 823.29
400.00’ V.C.
BEGIN CONSTRUCTION
100+00.00 "COL-E"
P.G. ELEV. 822.07
-0.50%
-1.13%+1.42%
Profile Grade
8
17
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8
18
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8
18
.8
8
19
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100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00
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2
aedwards 9:18:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP13.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
MCDONALD’S
CORPORATION
P.O.T. 515+01.48 "E" =
P.O.T. 50+00.00 "S-16-E"
+41
129’
WATERFORD OF CARMEL
HOMEOWNERS ASSOCIATION INC.
MERCHANTS 450, LLC.
OSBORNE CARMEL
CENTER, LLC.
ROIF, INC.
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
LINE "COL-E"
N 5 23’ 52" E
CURVE DATA
Str. No. 419
Str. No. 420
Str. No. 421
Str. No. 422
Str. No. 423
Str. No. 424
CURVE DATA
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P.I. Sta. 109+33.03 "COL-E"
= 4 59’ 05" Rt.
T = 829.01’
L = 1,656.98’
R = 19,046.18’
E = 18.03’
S.E. = N.C.
P.I. Sta. 118+13.78 "COL-E"
= 55 39’ 13" Rt.
T = 52.78’
L = 97.13’
R = 100’
E = 13.08’
S.E. = N.C.
P.T. 118+58.13 "COL-E"
P.C.C. 117+61.00 "COL-E"
Str. No. 321
Str. No. 322
Str. No. 325
Str. No. 324
Str. No. 323
Str. No. 326
Str. No. 327
Str. No. 328
Str. No. 329
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.711’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = N.C.
Str. No. 503Str. No. 623
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
P.T. 514+44.63 "E"
P.I. 118+13.78 "COL-E"
VC
S
W
WV
WV
WV
T
T
T
T
GV
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
79PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
800
810
820
830
840
850
800
810
820
830
840
850
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Keystone Parkway
Keystone Parkway
Line "E"
Line "COL-E"
Lin
e
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1
6
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Ex. R/W
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Ex. R/W
Ex. R/W
Ex. R/
W
Ex.
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W
Ex. Easement
Ex. Easement
Ex. Easement
Ex. Easement
LOT 31
LOT 32 LOT 58
LOT 46
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
+50 "COL-E"+87 "C
O
L-E"
+
5
0 "CO
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E"
+
0
0
"
C
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+
87
"COL-E", 18’ RT
+00 "CO L-E", 20’ RT
B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W.
Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67
B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support
on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of
Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07
+
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+90.5 "E"
+
5
0 "
E",
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LT
END CONSTRUCTION
STA. 118+58.13 LINE "COL-E"
+45
150’
+25
95’
+86
154’
95’ L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
510+00
515+00
115+00
+45
+15.26
Constr. Limits
S
S
S
12
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2
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12
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24" RCP
36" CMP
Ex. Conc. Ditch
10" VCP (San)10" VCP (San)
S
S
15" VCP
S
S
12" R
CP
15" VCP
Parking Lot
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Grass)
1-Sty.
Comm. Bldg.
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(Grass)
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RT
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20" Gas (Abandoned)
WVS
S
M.H. 111+87
STR. No. 420
M.H. 116+00
STR. No. 423
Existing Grade Along Line "COL-E"
P.V.I. STA. 112+50.00
P.V.I. ELEV. 820.61
240.00’ V.C.
P.V.I. STA. 115+00.00
P.V.I. ELEV. 826.01
100.00’ V.C.
END CONSTRUCTION
118+58.13 "COL-E"
P.G. ELEV. 829.21
P.V.I. STA. 117+75.00
P.V.I. ELEV. 827.55
140.00’ V.C.
Profile Grade
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aedwards 9:19:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP14.dgn
No.
STATE OF
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P.I. 101+93.65 "COL-W" P.I. 104+29.58 "COL-W"
P.R.C. 100+78.24 "COL-W"
CITY OF CARMEL
G & T
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Str. No. 310
Str. No. 311
Str. No. 313
Str. No. 312
Str. No. 314
Str. No. 315
CURVE DATA CURVE DATA CURVE DATA
Str. No. 319
CURVE DATA
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P.I. Sta. 111+13.16 "COL-W"
= 3 22’ 06" Rt.
T = 563.07’
L = 1,125.82’
R = 19,151.01’
E = 8.28’
S.E. = N.C.
P.I. Sta. 104+29.58 "COL-W"
= 0 43’ 18" Rt.
T = 120.52’
L = 241.03’
R = 19,133.37’
E = 0.38’
S.E. = N.C.
P.I. Sta. 101+93.65 "COL-W"
= 0 41’ 24" Rt.
T = 115.41’
L = 230.81’
R = 19,163.01’
E = 0.35’
S.E. = N.C.
P.C. 100+00 "COL-W" =
O.P.O.C. 496+24.80 "E"
93.63’ LT
Str. No. 410
Str. No. 411
Str. No. 412
Str. No. 413
Str. No. 415 Str. No. 416
Str. No. 417
Str. No. 418
Str. No. 414
Str. No. 316
Str. No. 317
Str. No. 318
Str. No. 501
Str. No. 502
Str. No. 620
Str. No. 320 Str. No. 621Str. No. 622
N 45 11’ 14" E
P.I. 100+41.25 "COL-W"
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
P.I. Sta. 100+41.25 "COL-W"
= 44 49’ 49" Lt.
T = 41.25’
L = 78.24’
R = 100.00’
E = 8.17’
S.E. = N.C.
P.C.C. 103+09.06 "COL-W"
(No Curve Run)
P.C.C. 105+50.09 "COL-W"
(No Curve Run)
I
III
I
I
P
VC
S
VC
S
WV
WV WV
T
TT
T
Ex. 24" San Pipe
797.67
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
80PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
790
800
810
820
830
840
850
790
800
810
820
830
840
850
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Keystone Parkway
Line "E"
L
in
e
"S
-
6
-
E
"
A
p
p
.
S
e
c
t
io
n
Lin
e
1
1
6
t
h
S
t
r
e
e
t
Ex. R/
W
Ex. Easement Ex. Easement Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
LOT 31
Ex. R/W
E
x.
R
/
W
E
x
.
R
/
W
Ex. R/W
Ex
.
R/
W
Ex. R/W
Ex. R/W
Line "COL W"
+
91 "COL-
W"
+
91 "COL-W", 18
’ LT
+8 0 "CO
L-W ", 20 ’ LT
+
0
0
"COL-W", 2
0’ LT+
30 "C
OL-W"
+
8
0 "COL-W"+30 "COL-W"
+51 "E"
+33 "E"
NOTE: Topo Notes are taken from Line "E"
B.M. #20 - Chiseled on Conc. Hdwl. for 12" RCP Approx. 800’ N. of
116th St. on E. Side of Keystone, Sta. 502+20.13 "E", 68.13’ Rt. Elev. 819.12
+
00
"COL-
E", 20
’ RT
+
0
0
"COL-
E"
+
84
"COL-E"
+
34 "COL-E"
+
3
4 "
C
O
L-
E", 2
0’
R
T
+
0
0 "
C
O
L-
E
"
+
50
"COL-
E", 2
0’ RT
+
5
0 "
C
O
L-
E", 2
0’
R
T
+
0
0 "
COL-
E", 20’
RT
+
51 "
COL-
W", 20’
L
T
+51 "COL-
W", 36’ LT
+51 "COL-
W"
+
5
0
"E
"
+
50 "E"+2 8 "E "
+
16 "E"
+00 "E", 7’ LT
+00 "COL-W", 52’ RT
BEGIN CONSTRUCTION
STA. 100+00.00 LINE "COL-W"
100+00 105+00 110+00
405+00
500+00 505+00
L.A. R/W A.C.L.
+05
110’
110’ L.A. R/W A.C.L.
L.
A.
R/
W
A.
C.L.
+90
+91.10
89.82’+97.80
+91.13
Constr. Limits
Constr. Limits
S S
2
4"
RCP
24" RCP
72" CMP
Ex. Conc. Ditch
12" RCP
15
" RCP
1
2
"
R
CP
12" RCP
15" RCP
1
2"
R
C
P
12" RCP
Ex. Conc. Ditch
6
"
CMP
24" RCP
24" RCP
18
"
R
C
P
18
"
RC
P
15
"
RC
P
18
" RC
P
18
"
R
C
P
R
C
P
24" RCP
3
6
" CMP
D
D
D
D
21" RCP12" RCP
12
" RCP
15" RCP
1
2
" R
CP
15" RCP12" RCP1
2
"
R
C
P
15" RCP
1
8
"
R
CP
(
S
a
n
)
1
8
"
R
CP
(
S
a
n
)
1
8
"
R
C
P
(
S
a
n
)
1
8
"
R
C
P
(
S
a
n
)
D
4 2 " R C P
42" RCP
15"
R
CP
4
2" RCP
12" R
C
P
S
T
R
(
Gr
a
s
s
)
Ma
t
.
)
(
Gr
a
s
s
)
(Rip Rap)
P
a
r
k
in
(
B
it
(
Gr
a
s
s
)
(Grass)
(Grass)
(Grass)
(Lawn)
Parking Lot
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(
Gr
a
s
s
)
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t
.
)
(
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s
s
)
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P
a
r
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(
B
it
(
Gr
a
s
s
)
RT
RT
RT
T
GVGVGV
GV
S
M.H. 102+80
STR. No. 314
M.H. 105+50
STR. No. 318 M.H. 107+00
STR. No. 319
M.H. 100+91
STR. No. 311
Precast Concrete Box Culvert 505+32 "E"
STR. No. 6
Existing Grade Along Line "COL-W"
P.V.I. STA. 100+31.95
P.V.I. ELEV. 822.14
50.00’ V.C.
BEGIN CONSTRUCTION
100+00.00 "COL-W"
P.G. ELEV. 822.30
P.V.I. STA. 102+50.00
P.V.I. ELEV. 819.54
160.00’ V.C.
P.V.I. STA. 109+00.00
P.V.I. ELEV. 823.12
400.00’ V.C.
-0.50%-1.19%+0.55%
Profile Grade
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aedwards 9:19:20 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP15.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
MCDONALD’S
CORPORATION
P.O.T. 515+01.48 "E" =
P.O.T. 50+00.00 "S-16-E"
P.I. 111+13.16 "COL-W"
+41
129’
MERCHANTS 450, LLC.
OSBORNE CARMEL
CENTER, LLC.
ROIF, INC.
LINE "COL-W"
Str. No. 6
Str. No. 5
CURVE DATA
CURVE DATA
Str. No. 323
Str. No. 325
Str. No. 324
Str. No. 326
Str. No. 327
Str. No. 328
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P.I. Sta. 111+13.16 "COL-W"
= 3 22’ 06" Rt.
T = 563.07’
L = 1,125.82’
R = 19,151.01’
E = 8.28’
S.E. = N.C.
P.I. Sta. 117+33.58 "COL-W"
= 32 10’ 16" Lt.
T = 57.67’
L = 112.30’
R = 200.00’
E = 8.15’
S.E. = N.C.
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Str. No. 419
Str. No. 420
Str. No. 421
Str. No. 422
Str. No. 424
Str. No. 423
Str. No. 418
Str. No. 322
Str. No. 321
Str. No. 329
P.R.C. 116+75.91 "COL-W"
Str. No. 503
Str. No. 621
Str. No. 623
All R/W Described From Line "E" Except as Noted.
All Topographic Information Described From
Line "E" Except as Noted.
P.I. 117+33.58 "COL-W"
P.T. 117+88.21 "COL-W"
V
C
S
VC
S
W
WV
WV
WV
T
T
T
T
GV
Ex. 24" San Pipe
797.67
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
81PLAN & PROFILE
CITY OF CARMEL 1" = 40’
1" = 10’
JSB JSB
ELS
07-08C
260
2/12/09
800
810
820
830
840
850
800
810
820
830
840
850
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Keystone Parkway
Line "E"
Line "COL-W"
L
in
e
"S
-
1
6
-
E
"
E
a
s
t
C
a
r
m
e
l
D
r
i
v
e
Line "COL-W"
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. R/W
Ex. R/W Ex. R/W
Ex. R/W
Ex. R/W
Ex. R/W
Ex. R/W
+
3
3
"
E
"
+
8
5
"
C
O
L-
W",
2
0
’
L
T
+
07
"COL-W", 20
’ LT
+00 "COL-
W", 20’ LT
+
5
0 "
C
O
L-
W"
+
07 "COL-W"
+
50 "COL-W"
+00 "C
OL-
W"
B.M. #22 - Chiseled "X" on North Bolt of Fire Hyd. Top Flange @ N.W.
Cor. of E. Carmel Dr. & Horsehoe Ln. Sta. 516+31.31 "E", 881.68’ Rt. Elev. 819.67
B.M. #21 - Chiseled "X" on West most Bolt of on Traffic Signal Support
on S.E. Cor. of Carmel Dr. & Keystone Sta. 514+40.28 "E", 81.08’ Rt. Elev. 827.36
B.M. #23 - Chiseled "X" on S.W. Bolt of Fire Hyd. Top Flange, Approx. 500’ W. of
Keystone Ave. on N. Side of Carmel Dr. Sta. 514+73.75 "E", 800.33’ Lt. Elev. 834.07
+87 "C
O
L-E"
+
5
0 "CO
L-
E"
+00 "CO L-E", 20’ RT+
5
0 "
C
O
L-
E", 2
0’
R
T
+
00 "COL-
E"
+50
"COL
-E"
+
87
"C
O
L-
E
", 18’
R
T
+
7
5
"
C
O
L-
W",
2
3
’
L
T
+90.5 "E"
+50 "E", 7’ LT+5 1 "E "
+
5
0
"
E
",
6
’
R
T
+85 "COL-W ", 52’ RT
END CONSTRUCTION
STA. 117+88.21 LINE "COL-W"
110+00 115+00
515+00
510+00505+00
L.A. R/W A.C.L.
L.A. R/W A.C.L.
+45
+35"S-16-E"
100’
+60.36"S-16-E"
60’
Constr. Limits
Constr. Limits
S
12
"
R
C
P
24" RCP
7
2
" CMP
h
"
R
C
P
12" R
CP
1
2
"
VCP
36" CMP
Ex. Conc. Ditch
R
C
P
10" VCP (San)10" VCP (San)
6
"
P
V
C
S
S
15" VCP
1
8
"
R
C
P
(
S
a
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)
1
8
"
R
C
P
(
S
a
n
)
1
8
"
R
CP
(
S
a
n
)
D
S
S
42 " RC P
4
2
" RCP
15"
R
CP
42
" RCP
12" R
CP
1 2 "
S
4
2
"
R
C
P
15" VCP
. Mat.)
Mat.)
(Wooded)
Parking Lot
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Grass)
1-Sty.
Comm. Bldg.
(Grass)
(Grass)
Parking Lot
(Bit. Mat.)
(Grass)
(Conc)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(
Bi
t
.
M
a
t
.
)
Me
d
ia
n
(
C
o
n
c
.
)
(
G
r
a
s
s
)
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(Grass)
(Grass)
(
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t
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t
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)
Me
d
ia
n
(
C
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n
c
.
)
(
G
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a
s
s
)
(Grass)
RT
RT
RT
RT
RT
20" Gas (Abandoned)
WV
T
S
S
S
M.H. 111+85
STR. No. 321
M.H. 113+07
STR. No. 325
M.H. 116+00
STR. No. 328
813.74
Precast Concrete Box Culvert 505+32 "E"
STR. No. 6
M.H. 116+75
STR. No. 329
Existing Grade Along Line "COL-W"
P.V.I. STA. 109+00.00
P.V.I. ELEV. 823.12
400.00’ V.C.P.V.I. STA. 113+50.00
P.V.I. ELEV. 819.56
200.00’ V.C.
END CONSTRUCTION
117+88.21 "COL-W"
P.G. ELEV. 828.33
-0.79%
+2.00%
815.75
Profile Grade
8
2
3
.8
8
2
4
.1
8
2
4
.3
8
2
4
.6
8
2
4
.9
8
2
5
.1
8
2
5
.4
8
2
5
.6
8
2
5
.9
8
2
6
.1
8
2
6
.3
8
2
6
.6
8
2
6
.8
8
2
7
.0
8
2
7
.2
8
2
7
.4
8
2
7
.6
8
2
5
.9
109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00
8
2
2
.
4
7
8
2
2
.
4
5
8
2
2
.
3
5
8
2
2
.
1
6
8
2
1
.8
9
8
2
1
.5
4
8
2
1
.1
4
8
2
0
.
7
5
8
2
0
.
3
5
8
2
0
.
1
3
8
2
0
.
2
6
8
2
0
.
7
4
8
2
1
.5
6
8
2
2
.
5
6
8
2
3
.
5
6
8
2
4
.
5
6
8
2
5
.
5
6
8
2
6
.
5
6
8
2
7
.
5
6
aedwards 9:19:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PP16.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
1" = 50’
1" = 2’
ELS MJM
JSB ELS
R
t
.
E
.P
.
RAMP PROFILE
LINE "NER"
P
r
o
file
G
r
a
d
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
1" = 50’
1" = 2’
CITY OF CARMEL
E
x
is
t
in
g
E
le
va
t
io
n
E
x
is
t
in
g
E
le
va
t
io
n
R
t
.
E
.P
.
P
r
o
f
ile
G
r
a
d
e
82
07-08C
260
2/12/09
810
815
820
825
830
810
815
820
825
830
835
840
835
840
8
2
7
.
5
1
8
2
6
.
5
5
8
2
5
.
6
5
8
2
4
.
8
1
8
2
4
.
1
2
8
2
3
.
6
4
8
2
3
.
3
6
8
2
3
.
2
9
8
2
3
.
4
4
8
2
3
.
8
2
8
2
4
.
3
9
8
2
5
.
1
8
8
2
6
.
1
7
8
2
7
.
2
6
aedwards 9:19:54 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RP.NER.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
P.V.I. STA. 519+50.00
P.V.I. ELEV. 821.19
500.00’ V.C.
BEGIN RAMP PROFILE
515+96.79 "NER"
P.G. ELEV. 828.25
END RAMP PROFILE
522+50.00 "NER"
P.G. ELEV. 827.58
Existing Grade Along Line "NER"
0
.6
8
’
0
.4
8
’
-
2.
00%
+2.13%
350’ of 18" Pipe @ +0.21%
819.46
0
.3
2
’
18" Pipe
819.46
138.43’ Pavement Width Transition
Rt. E.O.P. Varies From 34.08’ to 24.00’
M
.
H
.
5
1
9
+
4
2
S
TR
.
N
o
.
4
2
6
280.00’ Pavment Width Transition
Rt. E.O.P. Varies From 24.00’ to 16.00’
Profile Grade & Lt. E.P.
Rt. E.P.
8
2
5
.4
8
2
7
.2
8
2
8
.5
8
2
8
.6
8
2
8
.6
8
2
8
.7
8
2
8
.8
8
2
9
.0
8
2
9
.1
8
2
9
.2
8
2
9
.4
8
2
9
.6
8
2
9
.7
8
2
9
.9
516+00 517+00 518+00 519+00 520+00 521+00 522+00
8
2
8
.
1
9
8
2
7
.
1
9
8
2
6
.
1
9
8
2
5
.
2
9
8
2
4
.
6
0
8
2
4
.
1
2
8
2
3
.
8
4
8
2
3
.
7
7
8
2
3
.
9
1
8
2
4
.
2
5
8
2
4
.
8
0
8
2
5
.
5
5
8
2
6
.
5
1
8
2
7
.
5
8
1" = 50’
1" = 2’
ELS MJM
JSB ELS
Lt
.
E
.
P
.
RAMP PROFILE
LINE "NWR"
P
r
o
file
G
r
a
d
e
Lt
.
E
.P
.
P
r
o
f
ile
G
r
a
d
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
1" = 50’
1" = 2’
CITY OF CARMEL
E
x
is
t
in
g
E
le
va
t
io
n
E
x
is
t
in
g
E
le
va
t
io
n
R
t
.
E
.P
.
83
07-08C
260
2/12/09
810
815
820
825
830
810
815
820
825
830
835 835
8
2
7
.
8
1
8
2
8
.
4
0
8
2
7
.
5
3
8
2
6
.
4
9
8
2
5
.
5
1
8
2
4
.
7
5
8
2
4
.
2
1
8
2
3
.
8
9
8
2
3
.
9
0
8
2
4
.
0
7
8
2
4
.
4
1
8
2
4
.
9
7
8
2
5
.
7
5
8
2
6
.
7
5
8
2
8
.
7
6
aedwards 9:20:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RP.NWR.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
END RAMP PROFILE
522+50.00 "NWR"
P.G. ELEV. 828.13
P.V.I. STA. 516+00.00
P.V.I. ELEV. 829.05
50.00’ V.C.
P.V.I. ELEV. 821.74
P.V.I. STA. 519+50.00
480.00’ V.C.
Existing Grade Along Line "NWR"
END CONSTRUCTION
0
.6
0
’
0
.
4
8
’
-0.62%
-
2.
09%
+2.13%
BEGIN RAMP PROFILE
515+44.65 "NWR"
P.G. ELEV. 829.40
248’ of 24" Pipe @ +1.48%
47’ of 24" Pipe @ +0.39%
193’ of 30" Pipe @ +0.40%
817.62
818.89
818.39
819.07
819.07
822.70
0
.
3
2
’
0
.3
2
’
60’ Pavment Width Transition
Lt. E.O.P. Varies From 24.00’ to 16.00’
24" Pipe
818.63
30" Pipe
817.62
18" Pipe
819.39
12" Pipe
820.07
12" Pipe
824.10
18" Pipe
823.20
Profile Grade & Rt. E.P.
Lt. E.P.
M
.
H
.
5
1
7
+
5
0
S
TR
.
N
o
.
3
3
1
M
.H
.
5
1
9
+
4
8
S
TR
.
N
o
.
3
3
4
M.
H
.
5
2
0
+
0
0
S
T
R
.
N
o
.
3
3
6
M.H. 522+53
STR. No. 639
95.39’ Pavement Width
Transition Lt. E.O.P.
Varies From 30.11’ to 24.00’
8
2
7
.6
8
2
8
.4
8
2
8
.5
8
2
8
.6
8
2
8
.7
8
2
8
.8
8
2
8
.9
8
2
9
.1
8
2
9
.2
8
2
9
.3
8
2
9
.4
8
2
9
.4
8
2
9
.5
8
2
9
.6
8
2
9
.7
516+00 517+00 518+00 519+00 520+00 521+00 522+00
8
2
8
.
9
6
8
2
8
.
0
1
8
2
6
.
9
6
8
2
5
.
9
9
8
2
5
.
2
3
8
2
4
.
6
9
8
2
4
.
3
7
8
2
4
.
2
7
8
2
4
.
3
9
8
2
4
.
7
3
8
2
5
.
2
9
8
2
6
.
0
7
8
2
7
.
0
6
8
2
8
.
1
3
8
2
9
.
3
7
1" = 50’
1" = 2’
ELS MJM
JSB ELS
RAMP PROFILE
LINE "SER"
R
t
.
E
.P
.
P
r
o
f
ile
G
r
a
d
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
1" = 50’
1" = 2’
CITY OF CARMEL
E
x
is
t
in
g
E
le
va
t
io
n
E
x
is
t
in
g
E
le
va
t
io
n
R
t
.
E
.P
.
P
r
o
f
ile
G
r
a
d
e
84
07-08C
260
2/12/09
805
810
815
820
825
805
810
815
820
825
800 800
8
0
8
.
7
8
8
0
8
.
6
5
8
0
8
.
6
9
8
0
9
.
0
4
8
0
9
.
7
2
8
1
0
.
7
3
8
1
2
.
0
6
8
1
3
.
6
3
8
1
5
.
5
3
8
1
7
.
8
3
8
2
0
.
2
1
8
2
1
.
7
6
8
2
1
.
7
9
8
0
9
.0
8
0
9
.8
8
1
0
.4
8
1
0
.9
8
1
1.
5
8
1
2
.0
8
1
2
.6
8
1
3
.2
8
1
3
.7
8
1
4
.2
8
1
4
.7
8
1
5
.3
8
1
5
.6
8
2
4
.3
488+00 489+00 490+00 491+00 492+00 493+00 494+00
8
0
9
.
1
0
8
0
8
.
9
7
8
0
9
.
0
1
8
0
9
.
3
6
8
1
0
.
0
4
8
1
1
.
0
5
8
1
2
.
3
8
8
1
4
.
0
3
8
1
6
.
0
1
8
1
8
.
3
1
8
2
0
.
7
7
8
2
2
.
1
6
8
2
1
.
9
7
aedwards 9:20:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RP.SER.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Existing Grade Along Line "SER"
0
.4
8
’
P.V.I. STA. 491+00.00
P.V.I. ELEV. 808.45
400.00’ V.C.
P.V.I. STA. 493+85.00
P.V.I. ELEV. 822.50
80.00’ V.C.
-0.26%
+4 .9 3%
-0.82%
0
.
4
8
’
BEGIN RAMP PROFILE
488+50.00 "SER"
P.G. ELEV. 809.10
END RAMP PROFILE
494+56.27 "SER"
P.G. ELEV. 821.92
141’ of 18" Pipe @ +0.61%
803.18
804.04
0
.15
’
0
.3
2
’
12" Pipe
804.14
18" Pipe
803.18
100’ Pavment Width Transition
Rt. E.O.P. Varies From 16.00’ to 24.00’
91.3’ Pavement Width &
Superelevation Transition
Rt. E.O.P. Varies from 24.00’ to 30.00’
M
.H
.
4
8
7
+
7
5
S
T
R
.
N
o
.
6
0
3
M
.H
.
4
8
9
+
2
0
S
TR
.
N
o
.
4
0
7
Rt. E.P.
Profile Grade & Lt. E.P.
1" = 50’
1" = 2’
ELS MJM
JSB ELS
Lt
.
E
.P
.
RAMP PROFILE
LINE "SWR"
P
r
o
f
ile
G
r
a
d
e
.
Lt
.
E
.P
.
P
r
o
f
ile
G
r
a
d
e
SWR
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
1" = 50’
1" = 2’
CITY OF CARMEL
E
x
is
t
in
g
E
le
va
t
io
n
E
x
is
t
in
g
E
le
va
t
io
n
85
07-08C
260
2/12/09
805
810
815
820
825
805
810
815
820
825
800 800
8
0
9
.
0
4
8
0
9
.
0
9
8
0
9
.
1
4
8
0
9
.
3
1
8
0
9
.
6
9
8
1
0
.3
1
8
1
1
.16
8
1
2
.2
4
8
1
3
.5
4
8
1
5
.0
7
8
1
6
.8
1
8
1
8
.6
0
8
2
0
.
2
2
8
2
1
.3
5
8
0
8
.8
8
0
9
.3
8
0
9
.8
8
1
0
.3
8
1
0
.9
8
1
1.4
8
1
1.9
8
1
2
.4
8
1
2
.9
8
1
3
.5
8
1
4
.0
8
1
4
.5
8
1
5
.1
8
1
5
.6
8
1
6
.4
8
1
7
.4
487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00487+00 488+00 489+00 490+00 491+00 492+00 493+00 494+00
8
2
0
.
8
3
8
2
2
.
0
0
8
19
.
1
4
8
0
9
.
3
9
8
0
9
.
4
7
8
0
9
.
5
5
8
0
9
.
7
4
8
10
.
1
5
8
10
.
7
9
8
11
.
6
4
8
12
.
7
2
8
14
.
0
2
8
15
.
5
5
8
17
.
2
9
aedwards 9:20:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RP.SWR.DGN
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
P.V.I. STA. 491+00.00
P.V.I. ELEV. 809.87
400.00’ V.C.
80.00’ V.C.
P.V.I. ELEV. 821.00
P.V.I. STA. 494+00.00
END RAMP PROFILE
494+62.61 "SWR"
P.G. ELEV. 822.25
BEGIN RAMP PROFILE
488+00.00 "SWR"
P.G. ELEV. 809.39
Existing Grade Along Line "SWR"
0
.
6
5
’
0
.
4
8
’
+0.16%
+3.71%
+2.00%
810.05
808.28
230’ Pavement Width Transition Lt. E.O.P.
Varies From 17.43’ to 24.00’
157’ Pavment Width Transition Lt. E.O.P.
Varies From 24.00’ to 32.50’
0
.
3
5
’
804.5015" Pipe
804.40
807.66
12" Pipe
804.60
12" Pipe
807.86
12" Pipe
812.92
Lt. E.P.
M
.
H
.
4
8
7
+
7
5
S
TR
.
N
o
.
6
0
1
Profile Grade & Rt. E.P.
148’ of 12" Pipe @ +1.20%
M.H
.
4
9
1
+
5
0
S
T
R
.
N
o
.
3
0
7
M.H
.
4
9
3
+
0
2
S
T
R
.
N
o
.
3
0
9
371’ of 15" Pipe @ +0.85%
LINE "E"
VMS
12
" R
CP
6
0" PIP
E
P
ip
e
18"
C
P
P
V
CSV
CST
TT
TT
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
86
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
470+00 475+00
P.T. 470+77.15 "E"
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
WOODLAND COUNTRY CLUB, INC.
App. Exist. L.A. R/W
App. Exist. L.A. R/W
JENNIFER L. &
ANDREW D. KING
LOT 134
INGEBORG U.
GOODMAN
CHARLES R. &
DEBORAH G. DAVIS
LOT 135
JOHN &
CHRISTINE KEE
LOT 136
MICHAEL R. &
GERRIE L.
BONARRIGO BURTON
LOT 137
THOMAS A. &
LAURIE FERRY
LOT 138
GEFFREY M. &
MONICA L. LADY
LOT 65
Ex
is
t
.
Ea
s
e
m
e
n
t
Exis
t
.
Ea
s
e
m
e
n
t
Exist. Easement
Keystone Parkway
Sawcut
8
’-
0
"
2
’-
0
"
K2
Exist. Easement
App. Exist. L.A. R/W
App. Exist. L.A. R/W
+
9
5
R
Line "E"
Keystone Parkway
Constr. Limits
Constr. Limits
BEGIN INCIDENTAL CONSTRUCTION
473+25.00 "E"
BEGIN PROJECT 07-08C
473+95.00 "E"
4
9
’-
0
"
Guardrail Req’d Lt.
Guardrail Req’d Rt.Connect to Ex. Guardrail
+
5
5
.8
0
+
6
0
.0
0
CURVE DATA
P.I. Sta. 460+87.30 "E"
T = 991.63’
L = 1,981.48’
R = 19,098.59’
E = 25.73’
S.E. = NC
Guardrail Transition Type VH Req’d
aedwards 9:20:46 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
12
"
R
CP
WV
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
87
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
480+00SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
App. Exist. L.A. R/W
App. Exist. L.A. R/W
WOODLAND COUNTRY CLUB, INC.
E
xis
t
.
Ea
s
e
m
e
n
t
Exis
t
.
Ea
s
e
m
e
n
t
E
xis
t
.
Ea
s
e
m
e
n
t
E
xis
t
.
Ea
s
e
m
e
n
t
THOMAS A. &
LAURIE FERRY
LOT 138
GLENN E. &
JESSAMINE I.
VIEFHAUS
DELLON REVOCABLE
LIVING TRUST
LOT 140
EARL E. &
BETSY J. TRS POPE
LOT 141
CLARK & TRACEY
JT/RS BUFFINGTON
LOT 142
SHARI ANN
WINGARD
LOT 143
LOT 139
Exist. Easement
Exist. Easement Exist. Easement
WOODLAND SPRINGS
SECOND SECTION
Keystone Parkway
12
’-
0
"
1
2
’-
6
"
Sawcut
R
K2
1
0
’-
0
"
R
K2
Sawcut
12
’-
0
"
1
2
’-
6
"
8
’-
0
"
2
’-
0
"
+
7
5
+
7
5
+
9
5
Keystone Parkway
Line "E"
+
0
0,
6
4
’
R
T.
Constr. Limits
+
9
5
Str. No. 592
Str. No. 493
Existing Structure & Pipe
To Be Removed
+
9
5
4
9
’-
0
"
4
9
’-
0
"
Guardrail Req’d Lt.
Sta. 476+50.00 "E"
Offset 74.00’ RT.
Constr. Limits
Str. No. 588
+
0
0
7
’-
6
"
Curb Turnout Req’d Rt.
2 Tons Revetment Riprap Req’d
5 Sys. Geotextitles Req’d
1
2
’-
0
"
4
9
’-
6
"
Str. No. 587
Manhole, Type "K-4" &
188’ of 36" Pipe Req’d.
4
9
’-
6
"
4
9
’-
8
"
Guardrail Req’d Rt.
Constr. Limits
Constr. Limits
20
20
+
5
5
.8
0
+
6
0
+
6
5
Str. No. 585 Str. No. 586
+
0
5,
7
1’
R
T.+
9
9
,
5
9
’
RT.
+
94, 7
2’ RT.
Manhole, Type "K-4" &
41’ of 36" Pipe Req’d.
Stormwater Treatment System, Type II
& 5’ of 36" Pipe Req’d
Bypass Manhole, Type "K-4" &
10’ of 36" Pipe (2 @ 5’) Req’d.
Catch Basin, Type "C-15"
& 3’ of 12" Pipe Req’d.
20 Tons Revetment Riprap Req’d
43 Sys. Geotextitles Req’d
Curved Terminal
End Req’d Rt.
Curved Terminal
End Req’d Lt.
aedwards 9:21:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
Ex
.
Co
n
c
.
Dit
c
h
I
TTT
TT
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
88
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
485+00
App. Exist. L.A. R/W
E
xis
t
.
Ea
s
e
m
e
n
t
Ex
is
t
.
E
a
s
e
m
e
n
t
E x is t. E a s em
e n t
E x is t. E a s em
e n t
WOODLAND SPRINGS
THIRD SECTION
WOODLAND COUNTRY CLUB, INC.
LOT 143
SHARI ANN
WINGARD
THOMAS &
DORIS H. JOSIVOFF
LOT 144
ROBERT A. &
IVY J. WIDDERS
LOT 145
PATRICK J. &
LINDSEY MICHELE
BUTTZ JT/RS KREN
LOT 147 STEPHEN P. II &
LAURA S. SPRIGGS
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
LOT 148
Exist. EasementExist. Easement
Exist. Easement
App. Exist. L.A. R/W
Keystone Parkway
App. Exist. L.A. R/W
1
0
’-
0
"
1
0
’-
0
"
12
’-
0
"
6
’-
0
"
6
’-
0
"
2
1
’-
6
"
+
5
0
+
5
0
+
5
5
Line "E"
Keystone Parkway
+
7
5
+
7
5
K2
R
25
R
K2
Sawcut
Sawcut
Sawcut
Sawcut
69
16
’-
0
"
2
2
’-
0
"
2
7
’-
6
"
Catch Basin, Type "HA-5" &
64’ of 15" Pipe Req’d.
Manhole, Type "C-4" &
7’ of 18" Pipe Req’d.
Manhole, Type "L-7" &
50’ of 42" Pipe Req’d.
Catch Basin, Type "HA-5" &
80’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
396’ of 18" Pipe Req’d.
+
5
2
,
7
4
’
L
T
.
+50, 7’ LT.
+50, 6’ R
T.
+
0
0
, 7
8
’ LT.
+
0
0,
6
’
R
T.
+
5
0, 7’
L
T.
Guardrail Transition
Type TGB, Req’d Lt.
Modified Bridge Rail Transition
Type TPS-2 Required
2
1
’-
6
"
Constr. Limits
Str. No. 593
Str. No. 594
Str. No. 595
Str. No. 596
Str. No. 597
Manhole, Type "K-4" &
342’ of 42" Pipe Req’d.
Str. No. 598 Str. No. 599
Manhole, Type "L-4" &
243’ of 42" Pipe Req’d.
4
9
’-
6
"
K2
R
K2
K2
K2
R R1
+
5
0
, 6
5’ RT.
Str. No. 589
+
00
Catch Basin, Type "C-15"
& 67’ of 18" Pipe Req’d.
Str. No. 590
+
0
0,
8
4’
R
T.
Manhole, Type "C-4" &
3’ of 15" Pipe Req’d.
Str. No. 591
Inlet, Type "E-7" &
96’ of 15" Pipe Req’d
+
0
0,
8
7’
R
T.
Constr. Limits
6
"
1
0
"
Constr. Limits
2
’-
0
"
1
0
’-
0
"
69
20
2
1’-
6
"
16
’-
6
"
1
2
’-
0
"
+55
+
5
0
1
0
’-
0
"
aedwards 9:21:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
12
" R
C
P
I I
I
PP
T
T
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
89
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
490+00
LOT 4
Exist. Ea
sem
ent
Exist. Ease
m
ent
LOT 5Exist. Ea
sem
ent
WOODLAND COUNTRY CLUB, INC.
App. Exist. L.A. R/W
PATRICK J. &
LINDSEY MICHELE
BUTTZ JT/RS KREN
LOT 147
STEPHEN P. II &
LAURA S. SPRIGGS
LOT 148
BUSH DEVELOPMENT
COMPANY
BUSH DEVELOPMENT
COMPANY
MERCHANTS
POINTE
ASSOCIATION LLC
CARMEL 1031 LLC
Exist. Easement
Exist. Easement
Exis
t
.
Ea
s
e
m
e
n
t
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
Sawcut
R
K2
K2
K2
K2
26
18
18
K
J
J
70
70
K
Sawcut
Sawcut
Sawcut
2
2
’-
0
"
+
9
0
69 +
0
0
1
5
’-
1
"
1
0
’-
0
"
+
5
0
25
69
69
+
2
0
1
0
’-
0
"
1
6
’-
0
"
9
’-
6
"
Line "SER"
N 00’ 36" W
N 00’ 36" W
Line "SWR"
+
0
0
10
’-
0
"
2
2
’-
0
"
A
A
L.A. R/W A.C.L. & F.F.T.F.
6
’-
0
"
6
’-
0
"
2
6
’-
0
"1
0
’-
0
"
Line "E"
2
’-
0
"
8
’-
5
"
10
’-
0
"
2
6
’-
0
"
1
0
’-
0
"
Keystone Parkway
2
’-
0
"
6
’-
0
"
N 08’ 09" E
1
1
1
6
’-
0
"
1
0
’-
0
"
8
’-
0
"
1
6
’-
0
"
1
0
’-
0
"
69
69
7
’-
0
"
2
0
’-
6
"
+
5
0
2
’-
0
"
1
0
’-
0
"
+
0
0
+
4
9
1
0
’-
0
"
1
5
’-
5
"
+
5
0
+
3
0
9
’-
6
"
2
0
’-
6
"
7
’-
0
"
Catch Basin, Type "HA-5" &
5’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
73’ of 15" Pipe Req’d.
Manhole, Type "K-4" &
268’ of 42" Pipe Req’d.
Existing Inlet & Pipe
to be removed.
Manhole, Type "C-4" &
69’ of 18" Pipe Req’d.
Catch Basin, Type "HA-5" &
5’ of 12" Pipe Req’d.
Manhole, Type "J-4" &
369’ of 42" Pipe Req’d.
Manhole, Type "C-4" &
296’ of 18" Pipe Req’d.
Manhole, Type "C-4" &
141’ of 18" Pipe Req’d.
Catch Basin, Type "C-15" &
3’ of 12" Pipe Req’d.
+
7
5, 7
2’
L
T.
+
7
5
+
9
6
+
7
5
, 8
0
’ RT.
+
20 "SER", 17’ R
T.
+
2
0
"SER"
+
7
5
"S
ER"
+
5
0
"
S
W
R
"
+
50 "S
W
R", 24’ L
T.
+50, 6’ RT.+5 0 , 7 ’ RT .
Impact Attenuator, R2, W1, TL-3 Required
Constr. Limits
Constr. Limits
Str. No. 600
Str. No. 601
Str. No. 602
Str. No. 603
Str. No. 604
Str. No. 605
Str. No. 306
Manhole, Type "C-4" &
371’ of 15" Pipe Req’d.
Str. No. 307
Str. No. 407
Str. No. 408
Str. No. 409
Str. No. 494
Inlet, Type "C-15" &
51’ of 12" Pipe Req’d.
J
A
R1
8
’-
0
"
7
8
’-
5
"
12
’-
0
"
2
1’-
6
"
12
’-
0
"
7
0
’-
5
"
7
6
’-
5
"
1
2
’-
0
"
K
+
9
0
+
5
0
K
3
’-
4
"
20
6
0
’-
5
"
12
’-
0
"
+
2
0
69
+75, 6’ RT.
aedwards 9:21:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
C
D
6" PCCP for Approaches on
6" Compacted Aggregate, No. 53
G
x
R
26 SoddingK
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
4
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
T Temporary Widening with HMA
72 Modular Block Wall
K2 Full Depth Pavement (See Typical Sections)
2
21
22
25 Seeding
Integral Concrete Curb, Type B
Integral Concrete Curb
Concrete Sidewalk, 4"
A 12" PCCP
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
P
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1 12" Concrete on Compacted Subgrade
F2
3
Modified 33" Bridge Rail
Modified PS-2 Bridge Rail, Type 1
Modified PS-2 Bridge Rail, Type 2
*
Pedestrian Handrail
Decorative Concrete Sidewalk, 4"
Truck Apron, 7"*
*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
LINE "E"
VMS
15
" RCP
1
2
"
R
CP
6
"
CMP
24" RCP 24" RCP
24" RCP
18
"
R
CP
18
" RC
P
18" RCP
18
"
RCP
24" RCP
I
V
C
SV
C
ST
TG
V
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
90
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
495+00
LOT 4
LOT 5
1
1
6
t
h
S
t
r
e
e
t
MERCHANTS
POINTE
ASSOCIATION LLC
BUSH DEVELOPMENT
COMPANY
G & T
COMPANY
SDMBR, LLC
App. Exist. R/W
App. Exist. R/W
A pp. Exist. R /W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
A
p
p
.
Ex
i
s
t
.
R
/
W
App. Exist. R/
W
Exist. Easem
ent
Exist. Ea
se
m
ent
Exist. Easement
Exist. Easement
Exist. Easement Exist. Ease
ment
Exist. Easement
Exist. Easement
E
xi
s
t.
E
a
s
e
m
e
n
t
E
xi
s
t.
E
a
s
e
m
e
n
t
P.C. 495+72.71 "E"
Lin
e
"S
-
6
-
E
"
CARMEL 1031 LLC
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
E
xi
s
t
in
g
Ga
s
Ma
in
K
J
J
70
70
9
’-
6
"
1
0
’-
0
"
70
J69
18
K
26
18
J
K
69 70
K1
K1
K1K1
F1 F1
A
N 00’ 36" W
Line "SWR"
N 08’ 09" E
Line "SER"
G
N 00’ 36" W
Line "COL-W"
Line "COL-E"
A
p
p
.
S
e
c
.
L
in
e
17 F
69
1
P.O.T. 495+35.04 "E" =
P.O.T. 20+00.00 "S-6-E"
Keystone Parkway
26
G
A
22
69
9
’-
6
"
18
18
2
6
’-
0
"
1
0
’-
0
"
2
6
’-
0
"
1
0
’-
0
"
1
0
’-
0
"
19
17
15
16
17
G
9
’-
6
"
F2
15
16
F2
17
17
19
22
69
1
1
69
22
19
17
17A
A
L.A. R/W A.C.L. & F.F.T.F
110’ L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
110’ L.A. R/W A.C.L. & F.F.T.F
22
9
’-
6
"
L.A. R/W A.C.L. & F.F.T.F
L .A . R /W A .C .L . & F .F .T .F
17
19
L.
A. R/
W
A.C.L.
& F.F.T.F
K
SEC. 31, T 17 N, R 4 E
CLAY TOWNSHIP
HAMILTON COUNTY
Manhole, Type "C-7" &
13’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
148’ of 12" Pipe Req’d.
Inlet, Type "HA-5" &
45’ of 18" Pipe Req’d.
Manhole, Type "C-4" &
396’ of 18" Pipe Req’d.Manhole, Type "C-4" &
121’ of 18" Pipe Req’d.
Manhole, Type "K-4" &
244’ of 42" Pipe Req’d.
22
Inlet, Type "HA-5" &
45’ of 18" Pipe Req’d.
Manhole, Type "C-4" &
371’ of 15" Pipe Req’d.
+
91 "COL-W", 18’ LT
Str. No. 310
+
91 "COL-W"
+00
+
5
1 +50, 7’ LT
+
7
5, 7’
L
T
+0 0 , 6 ’ R T
+0 0
+0 0
+
51
+
5
0, 7’
L
T
+
0
2,
4
2
’
R
T.+
0
2,
2
4’
R
T.
+00
Impact Attenuator, R2, W2, TL-3 Required
Impact Attenuator, R2, W2, TL-3 Required
Line "E"
Constr. Limits
Constr. Limits
Constr. Li
mits
Constr. Limits
Str. No. 606 Str. No. 607
Str. No. 608
Str. No. 609
Str. No. 610
Str. No. 611
Str. No. 612
Str. No. 613
Str. No. 614
Str. No. 615
Impact Attenuator, LS, W1, TL-1 Req’d
Str. No. 308
Str. No. 309
Catch Basin, Type "HA-5" &
46’ of 24" Pipe Req’d.
Inlet, Type "HA-5" &
47’ of 24" Pipe Req’d.
Catch Basin, Type "HA-5" &
34’ of 24" Pipe Req’d.
Str. No. 495
Existing Manhole & Pipe
To Be Removed
Str. No. 496
Existing Manhole & Pipe
To Be Removed
Str. No. 497
Existing Pipe
To Be Removed
Str. No. 498
Existing Pipe
To Be Removed
Str. No. 499
Existing Inlet & Pipe
To Be Removed
Str. No. 500
Existing Inlet & Pipe
To Be Removed
+90, 77’ LT
+
6
0,
7
9’
L
T
+
8
8
,
7
9
’
L
T
+
9
8,
10’
LT
+98
+
9
8
,
8
0
’
R
T
26
F1
26
26
26
6’-0"
A
1
0
’-
0
"
2
4
’-
0
"
10
’-
0
"
8’-0"
26
265’-0"10’-0"
26
A
10’-0"
+
0
6
F3
F3
+
4
9
+
9
5
+
6
5
R
21’-2"
F3
26
F1
F1
D1
C
C
D1
C
D2
C
D1
F1
F1
+
9
6
2
1
2
’-
0
"
6
’-
0
"
3
2
’-
0
"
2
4
’-
0
"
2
2
’-
0
"
10
’-
0
"
+35
4’-
0
"
+
1
4
Inlet, Type "HA-5" &
47’ of 24" Pipe Req’d.
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = NC
22
+35
+
5
4
Exist. Catch Basin
To Remain In Place
Str. No. 311
Exist. Manhole
To Remain In Place
Fence By Others
D
D
D
F
P
RTRT
RT
RT
T
G
VGV
G
V
GV
W
E
aedwards 9:21:43 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
12" RCP
12" RCP
15" RCP
1
2"
R
C
P
12" RCP
Ex. Conc. Ditch
3
6
"
CMP
12" RCP
12" RCP
15" RCP
12
" RCP
15" RCP
12" RCP
1
2
"
R
C
P
I
III I
WV
WV
WV
T
T
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
91
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
500+00 SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
SDMBR, LLC
App. Exist. R/W
G & T
COMPANY
Exist. Easement
App. Exist. R/W
Keystone Parkway
App. Exist. L.A. R/W
Keystone Way
MCL, INC.
MAPLES OF CARMEL
HORIZONTAL PROPERTY
MAPLES OF CARMEL
HORIZONTAL PROPERTY MAPLES OF CARMEL
HORIZONTAL PROPERTY MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
CIRCLE FINANCIAL CORP.
CITY OF CARMELRoadway and Utility Easement
App. Exist. R/W
App. Exist. L.A. R/W
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
Exist. Easement
K
J
70
26
18
18
K
J
70
2
6
’-
0
"
2
6
’-
0
"
9
’-
6
"
10
’-
0
"
69
1
0
’-
0
"
1
0
’-
0
"
1
0
’-
0
"
110’ L.A. R/W A.C.L. & F.F.T.F
22 1
Line "E"
Keystone Parkway
691
A
21
3
3
Line "COL-E"
Line "COL-W"
A
A
Str. No. 415
+
91 "COL-W", 18’ LT
+
91 "COL-
W"
Str. No. 312 +30 "C
O
L-
W"
+
8
0
"
C
O
L-
W"
Str. No. 315
+
30 "COL-W"
Str. No. 316
Str. No. 317
Str. No. 318
+
51 "COL-W", 20’ LT
+
5
1 "COL-W"
+
5
1 "COL-W", 3
6
’ LT
Str. No. 620
+
00 "COL-
E", 20’ RT
+
0
0 "COL-
E"
+
84 "COL-E"
Str. No. 413
+34 "COL-E", 20’ RT
+
3
4
"
C
O
L
-
E
"
+
0
0 "
C
O
L-
E"
Str. No. 310
Str. No. 311
Str. No. 313
Str. No. 314
Str. No. 414
Str. No. 410
Str. No. 411
Manhole, Type "C-4" &
371’ of 15" Pipe Req’d.
Manhole, Type "K-4" &
443’ of 42" Pipe Req’d.
Manhole, Type "C-4" &
296’ of 15" Pipe Req’d.
Catch Basin, Type "HA-5" &
46’ of 12" Pipe Req’d.
Catch Basin, Type "HA-5" &
34’ of 12" Pipe Req’d.
+
5
0, 7’
L
T
+
5
0, 7’
L
T
+50, 6’ RT
+
50
+50
+
8
0 "
C
O
L-
W",
2
0’
L
T
Constr. Limits
Str. No. 615
Str. No. 616
Str. No. 617
Str. No. 618
Str. No. 619
+50, 6’ RT
Str. No. 501
Remove Existing Pipe
Str. No. 502
Remove Existing Inlet & Pipe+
1
5 +
2
8
F3 +
8
3
+
3
5
9
’-
6
"
8
’-
0
"
8
’-
0
"
+
5
3
.19
4
’-
0
"
+
5
9
.
3
5
8
’-
0
"
8
’-
0
"
Constr. Limits
A
+
2
5
Exist. Inlet
Exist. Catch Basin
Exist. Manhole
Exist. Manhole
Exist. Catch Basin
Exist. Inlet
Exist. Inlet
Exist. Catch Basin
Exist. Manhole
4
’-
0
"
8
’-
0
"
393’ of 42" Pipe Req’d.
Exist. Manhole
Exist. Manhole
Exist. Catch Basin
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = NC
Str. No. 412
Exist. Inlet
Exist. Catch Basin
Exist. Manhole Exist. Inlet
S
D
T
R
GV
aedwards 9:21:58 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
2
4"
RCP
24" RCP
Ex. Conc. Ditch
1
2
"
V
C
P
Ex. Conc. Ditch
21" RCP
15" VCP
15" RCP
18
"
RC
P
(
S
a
n
)
18
"
RC
P
(
S
a
n
)
1
8
"
R
C
P
(
S
a
n
)
18
"
R
CP
(
S
a
n
)
4 2 " R C P
42" RCP
15"
R
CP
4
2" RCP
12" R
C
P
I
P
WV
T
T
P
r
o
p
o
s
e
d
G
a
s
L
i
n
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
92
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
CITY OF CARMEL
Keystone Way
MCL, INC.
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MAPLES OF
CARMEL
HORIZONTAL
PROPERTY
MERCHANTS 450 LLC
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
LOT 31 LOT 32
CITY OF
CARMEL
505+00
Exist. Easement
Exist. Easement
Exist. Easement
Exist. Easement
Exist. Easement
Exist. Easement
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
1
0
’-
0
"
2
6
’-
0
"
2
6
’-
0
"
1
0
’-
0
"
10
’-
0
"
10
’-
0
"
8
’-
0
"
8
’-
0
"
Keystone Parkway
Keystone Parkway
Line "E"
Str. No. 319
Str. No. 320
Str. No. 620 Str. No. 622
Str. No. 6
Str. No. 417 Str. No. 418
+50 "CO
L-E"
+
87 "COL-E", 18’ RT
Str. No. 420
Str. No. 322
Str. No. 623
Str. No. 621
Str. No. 321
+
8
5 "
C
O
L-
W",
5
2’
R
T
Str. No. 421
Str. No. 416
+
8
5
"
C
O
L-
W",
2
0
’
L
T
+
50, 6’ RT
+
00, 7’ LT
+
3
3
+50, 6’ RT
+
5
0,
7’
L
T
Daum Court
+
87
"COL-
E"
+
0
0 "
C
O
L-
W", 2
0’
L
T
A
18
K
J3
26
K
J
A
3
18
+
0
0 "
C
O
L-
E",
2
0’
R
T
+
5
0 "
C
O
L-
E",
2
0’
R
T
+
5
0 "
C
O
L-
E", 2
0’
R
T
See Previous Sheet
+0 0 "CO L -W ", 5 2 ’ R T
Existing Sanitary Line To Remain In Place.
Exist. Manhole
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = N.C.
Exist. Stormwater Treatment System Exist. Stormwater Treatment System
Str. No. 419
Exist. Inlet
Exist. Manhole
Exist. Catch Basin
Exist. Manhole
Exist. Manhole
Exist. Manhole, To Be Removed.
17’ of 36" Pipe Req’d.
Exist. Manhole
Exist. 188’ of 6’ x 6’ Precast
Reinforced Concrete Box
346’ of 15’ Pipe Req’d.
Exist. Manhole
Exist. Manhole, To Be Removed.
10’ of 36" Pipe Req’d.
Exist. Manhole
Line "COL-E"
S S
S
D
S
SS
S
aedwards 9:22:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
1
2
"
R
CP
1
2
"
VCP
15" VCP
W
WV
WV
T G
V
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
93
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
510+00
LOT 32
Exist. Easement
Exist. Easement
Exist. Easement
ROIF, LLC
OSBORNE
CARMEL
CENTER, LLC
MERCHANTS 450 LLC
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
COMMON AREA
COMMON AREA
App. Exist. L.A. R/W
App. Exist. L.A. R/W
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
K
J
70
26
K
J
21
Keystone Parkway
Keystone Parkway
Line "E"
18
18
3
3
69
69
App. Exist. L.A. R/W
App. Exist. L.A. R/W
17
19
22
1
1
70
70
10
’-
0
"
2
6
’-
0
"
10
’-
0
"
10
’-
0
"
2
6
’-
0
"
10
’-
0
"
9
’-
6
"
9
’-
6
"
L.A. R/W A.C.L. F.F.T.F.
Str. No. 321
See Previous Sheet
+
07
"COL-W"Str. No. 324
Str. No. 325
Str. No. 326
+00 "COL-
W", 20’ LT
+00 "C
OL-
W"
Str. No. 329
+
7
5 "
C
O
L-
W",
2
3’
L
T
Str. No. 424
Str. No. 423
Str. No. 422
+
50 "
C
O
L-
E"
Str. No. 421
See Previous Sheet
Str. No. 420
See Previous Sheet
See Previous Sheet
Str. No. 322
Str. No. 323
Str. No. 327
Str. No. 328
Catch Basin, Type "HA-5" &
46’ of 12" Pipe Req’d.
Manhole, Type "J-4" &
394’ of 36" Pipe Req’d.
Catch Basin, Type "HA-5" &
34’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
271’ of 15" Pipe Req’d.
+
5
0 "COL-W"
+
07 "COL-W", 20’ LT
+
50 "COL-W"
+
50
+
7
5,
7’
L
T
+
0
0 "
C
O
L-
E"
+
0
0
"
C
O
L-
E
",
2
0
’
R
T
+50
+
5
0,
6’
R
T
G
o
r
h
a
m
C
o
u
r
t
D
a
u
m
C
o
u
r
t
T
i
f
f
a
n
y
C
o
u
r
t
Manhole, Type "C-4" &
346’ of 15" Pipe Req’d.
Constr. Limits
Constr. Limits
+85 "CO
L-W", 20’ LT
+85 "C
O
L-
W", 52’ R
T
+
8
7 "
C
O
L-
E", 18’
R
T
+
8
7 "
C
O
L-
E"
Str. No. 624
Str. No. 625
Str. No. 626
Str. No. 627
Str. No. 628
+0 0 , 7 ’ LT
Str. No. 503
Existing Inlet & Pipe
To Be Removed.
Manhole, Reconstruct, 2.75’, &
Replace Existing Casting w/Type 4.
+
9
0
A
A
A
A
+
1
9
+
7
8
26
2
2
0
’-
4
"
2
0
’-
0
"
4
’-
0
"
3
’-
8
"
+
1
8
.
1
9
+
8
6
.9
7
4
’-
0
"
4
’-
0
"
4
’-
0
"
4
’-
0
"
4
’-
0
"
4
’-
0
"
4
’-
0
"
4
’-
0
"
CURVE DATA
P.?. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = NC
Exist. Inlet
Exist. Manhole
Exist. Catch Basin
22
Line "COL-E"
Exist. Inlet
Exist. Catch Basin
Exist. Manhole
Exist. Inlet
Exist. Catch Basin
Exist. Manhole
S
1
2
"
V
C
P
S
S
15" VCP
S
S
aedwards 9:22:25 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
10" VCP (San)10" VCP (San)
24" RCP
12
"
R
CP
12" RCP
1
8
"
R
CP
15" RCP
24" RCP
15" VCP
36" CMP
V
C
S
V
C
S
WV
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
94
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
515+00
P.T. 514+44.63 "E"
ROIF, LLC
App. Exist. L.A. R/W
App. Exist. L.A. R/W
COMMON AREA
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
TO
WN
O
F
C
A
R
ME
L,
I
N
D
I
A
N
A
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
T
if
f
a
n
y
C
o
u
r
t
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
MCDONALD’S CORPORATION
Keystone Parkway
Li
n
e
"S
-
1
6
-
E
"
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
Exist. Easement
J
70
26
18
18
J69
69
17
F
K1
K1
K1
K1
E
.
C
a
r
m
e
l
D
r
i
v
e
26
App. Exist. L.
A. R/
W
L.A. R/W A.C.L. & F.F.T.F.L.A. R/W A.C.L. & F.F.T.F.
L.A. R/W A.C.L. & F.F.T.F.
95’ L.A. R/W A.C.L. & F.F.T.F.
App. Exist. L.A. R/W
17
19
17
15
16
F2
F
21
19
17
22
22
Keystone Parkway
Line "E"
L.A. R/W A.C.L. & F.F.T.F.
22 19
17
17
15
16
F2
17
17 19
22
21
A
A
26
F
F26
App. Exist. L.A. R/W
K
K
Line "NER"
Line "NWR"
Manhole, Type "J-4" &
344’ of 36" Pipe Req’d.
Manhole, Type "C-4" &
445’ of 15" Pipe Req’d.Inlet, Type "HA-5" &
46’ of 18" Pipe Req’d.
Inlet, Type "HA-5" &
46’ of 18" Pipe Req’d.
Inlet, Type "C-15" &
38’ of 15" Pipe Req’d.
+
00 "NER"
+
5
0
+
5
0,
6’
R
T
+
5
0
+50
+
00
+
00
, 6’ RT
+
0
0
Impact Attenuator, R2, W2, TL-3 Required
Impact Attenuator, R2,
W2, TL-3 Required
Manhole, Type "C-7" &
15’ of 24" Pipe Req’d.
Manhole, Type "J-4" &
299’ of 30" Pipe Req’d.
+50 "
N
W
R", 24’ L
T
+
50 "
N
W
R", 44’ L
T
+
0
0
"
N
WR
"
Constr. Lim
its
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Li
mits
Constr. Limits
+00
+75, 7’ LT
See Previous Sheet
Str. No. 628
Str. No. 629
Str. No. 630
Str. No. 631
Str. No. 632
Str. No. 633
Str. No. 634
Str. No. 635
+
0
0
+
5
0
F1
Str. No. 636
Str. No. 637
Str. No. 638
Str. No. 330
Str. No. 331 Str. No. 332
Str. No. 425
Str. No. 817
Str. No. 816
+
75 "S-16-E", 7
9’ LT
+
16 "S-16-E", 48’ RT
Catch Basin, Type "HA-5" &
46’ of 18" Pipe Req’d.
Catch Basin, Type "HA-5" &
34’ of 18" Pipe Req’d.
Inlet, Type "HA-5" &
46’ of 18" Pipe Req’d.
Inlet, Type "HA-5" &
46’ of 18" Pipe Req’d.
Inlet, Type "C-15" &
44’ of 18" Pipe Req’d.
Catch Basin, Type "HA-5" &
47’ of 15" Pipe Req’d.
Catch Basin, Type "HA-5" &
35’ of 15" Pipe Req’d.
Str. No. 505
Existing Inlet & Pipe
To Be Removed.
Str. No. 504
Existing Pipe To Be Removed.
+
9
6
+37, 93’ LT
A
26
26
F1
26
26
F1
A
70
26
26
F1
26
26
26
10
’-
0
"
2
6
’-
0
"
10
’-
0
"
10
’-
0
"
2
6
’-
0
"
10
’-
0
"
9
’-
6
"
9
’-
6
"
2
0
’-
0
"
2
4
’-
0
"
8
’-
0
"
6
’-
0
"
D
C
C C
C
C
F1
F1
F1
F1
+
7
5
+
6
0
+
6
3
+
19 31’-4"32’-11"
29’-8"30’-10"
+
12
+
4
1
+
1
5
+
0
1
70
70
2 1
1 2
1
1
4
’-
0
"
4
’-
0
"
1’-
6
"
1’-6"
4’-0"
1’-6"
1’-6"
1’-6"
1’-
6"
1’-6"
2
2
’-
0
"
2
’-
0
"
6
’-
0
"
8
’-
0
"
+
10
2
’-
0
"
6
’-
0
"
CURVE DATA
P.I. Sta. 505+09.42 "E"
= 5 36’ 57" Rt.
T = 936.71’
L = 1,871.92’
R = 19,098.59’
E = 22.96’
S.E. = N.C.
Line "COL-E"
P.O.T. 515+01.48 "E" =
P.O.T. 49+99.98 "S-16-E"
4’-
0
"
9
’-
6
"
2
2
’-
0
"
8
’-
0
"
See Line "E" Construction Details for
Line "E" Drainage Structure Information.
D3
D3
S
S
S
S
S
RT
RT
RT
RT
RT
WV
aedwards 9:22:39 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
15" VCP
15" VCP
8" PVC
1
2
"
VC
P
15" VCP
15" VCP
I II
I
I
T
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
95
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
Keystone Parkway
App. Exist. L.A. R/W
520+00
GEORGE NAE
ET UX.
DAVID L. & DONNA L. HANNING
EDEN ESTATES SECTION FOUR
H. ALAN STEPHENS
LOT 115LOT 114
MOHAWK ASSOCIATES, LLC
App. Exist. L.A. R/W
E
x
i
s
t
.
E
a
s
e
m
e
n
t
Exist. Easement
Exist. Easement
18
26
18
70
J
K
K
J
70 1
1
+
5
0
+
5
0
8
’-
0
"
26
18
18
K
1
4
’-
0
"
2
’-
0
"
8
’-
5
"
1
0
’-
0
"
2
6
’-
0
"
10
’-
0
"
10
’-
0
"
2
6
’-
0
"
1
0
’-
0
"
8
’-
5
"
8
’-
0
"
1
4
’-
0
"
2
’-
0
"
6
’-
0
"
6
’-
0
"
K2
95’ L.A. R/W A.C.L. & F.F.T.F.
95’ L.A. R/W A.C.L. & F.F.T.F.
A
p
p
.
1
4
S
e
c
t
i
o
n
Li
n
e
A
p
p
.
1
4
S
e
c
t
i
o
n
Li
n
e
R/W
R/W
Keystone Parkway
Line "E"
Impact Attenuator, R2, W1, TL-3 Required
Line "NWR"
Line "NER"
Catch Basin, Type "C-15" &
3’ of 18" Pipe Req’d.
Inlet, Type "C-15" &
54’ of 15" Pipe Req’d.Manhole, Type "C-4" &
350’ of 18" Pipe Req’d.
Manhole, Type "J-4" &
193’ of 30" Pipe Req’d.
Manhole, Type "C-4" &
47’ of 24" Pipe Req’d.
Catch Basin, Type "C-15" &
3’ of 12" Pipe Req’d.
Manhole, Type "J-4" &
248’ of 24" Pipe Req’d.
Inlet, Type "R-13" &
25’ of 12" Pipe Req’d.
+
00 "NWR"
+
48 "NWR"
+
0
0
"NWR"
+
00 "NER"
+
00 "NER"
+
48 "NWR", 19’ LT
+
00 "N WR", 16’ LT
+
42 "NER", 2
4
’ RT
+
4
2 "NER"
+
5
3, 73’ LT
+
53, 44’ LT
K
K2
8
’-
0
"
2
2
’-
0
"
2
’-
0
"
6
’-
0
"
8
’-
0
"
1
4
’-
0
"
2
’-
0
"
6
’-
0
"
8
’-
0
"
2
2
’-
0
"
6
’-
0
"
2
’-
0
"
Constr. Limits
Constr. Limits
Str. No. 639
Str. No. 640
Str. No. 332
See Previous Sheet
Str. No. 425
See Previous Sheet Str. No. 426
Str. No. 427
Str. No. 428
Catch Basin, Type "C-15" &
2’ of 18" Pipe Req’d.
Str. No. 333
Str. No. 334
Str. No. 335
Str. No. 336
A
A
G.R.E.T. Type OS Req’d Rt.
Guardrail Req’d Rt.
Guardrail Req’d Lt.
+
7
1
+
1
0
+
7
0
+
5
0
6
4
’-
3
"
8
’-
0
"
+
7
0
1
0
’-
0
"
9
’-
6
"
21
21
Curved Terminal End Req’d Lt.
S
S
aedwards 9:22:53 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD10.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
15" VCP
15" VCP
12" VCP
6
0
" CMP
15" VCP
15" VCP
12" RCP
I
WV
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
96
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
525+00 530+00
MOHAWK ASSOCIATES, LLC
EDEN ESTATES SECTION FOUR
H. ALAN STEPHENS
LOT 115
LOT 147
MATTHEW R. & STEPHANIE T. COFFMAN
EDEN PARK SECTION SIX
LOT 148
JACK T. SR. & CONNIE L. BURNS
LOT 149
JENNIFER WARD
Exist. Easement
App. Exist. L.A. R/W
Exist. Easement
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Exist. Easement Exist. Easement
Exist. Easement
Exist. Easem
ent
Exist. Easem
ent
App. Exist. L.A. R/W
App. Exist. L.A. R/W
App. Exist. L.A. R/W
Ap
p
.
Exis
t
.
R
/
W
A
p
p
.
Exis
t
.
R
/
W
Exist. Easement
Keystone Parkway
E
xis
t
.
Ea
s
e
m
e
n
t
Ex
is
t
.
E
a
s
e
m
e
n
t
Exis
t
. Ea
s
e
m
e
n
t
+
7
0
+
7
0
App. Exist. L.A. R/W
1
0
’-
4
"
3
8
’-
0
"
Keystone Parkway
Line "E"
K
K
18
18
26
K2
K2
8
’-
0
"
+
8
0
+
2
0
+
2
0
K2
K2
Constr. Limits
Constr. Limits
Existing 60" Pipe
To Be Removed
Exist. Inlet & Pipe
To Be Removed
Str. No. 506
Str. No. 507
Str. No. 7
+
9
5
+
0
8
+
9
5
Guardrail Req’d Rt.
Guardrail Req’d Lt.
24 Tons of Riprap &
43 Sys. Geotextiles Req’d
G.R.E.T. Type OS Req’d Lt.
3
8
’-
0
"
10
’-
0
"
8
’-
0
"
10
’-
0
"
4
4
’-
0
"
10
’-
0
"
1
0
’-
0
"
2
’-
0
"
8
’-
0
"
3
8
’-
0
"
10
’-
0
"
190’ of 8’x8’ Precast
Reinforced Concrete Box Req’d
4
2
’-
0
"
10
’-
0
"
+
8
5
K
K
Curved Terminal End Req’d Rt.
S
S
aedwards 9:23:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD11.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
15" VCP
12" RCP
15" RC
P
15" RC
P
15" VCP
15" VCP
12
" VCP
1
2
"
R
CP
6
"
C
MP
T
TT
T T
T
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
97
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
530+00 535+00
P.C. 531+57.11 "E"
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Exist. Easement
Exis
t. Ea
s
e
m
e
nt
LOT 149
JENNIFER WARD
App. Exist. L.A. R/W
Exist. Easement
MOHAWK ASSOCIATES, LLC
Keystone Parkway
JASON A. & CARRIE T.
McGUIRE JT/RS MARTIN
LOT 173
HAROLD A. MARLEY
LOT 174
FRANCES LYNN KAISER
RICHARD KEITH & SHELLY ANN JONES
LOT 188
Exist. Easement Exist. Easement
Exis
t
. Ea
se
m
e
n
t
E
x
is
t
.
E
a
s
e
m
e
n
t
Exis
t
.
Ea
s
e
m
e
n
t
App. Exist. L.A. R/W
26
K2
K
K
K2
+
7
0
+
7
0
18
18
1
0
’-
4
"
3
8
’-
0
"
Line "E"
Keystone Parkway
Constr. Limits
Constr. Limits
Str. No. 508
Str. No. 509
+
96
+96
CURVE DATA
= 5 30’ 29" Lt.
T = 918.74’
L = 1,836.06’
R = 19,098.59’
E = 22.09’
S.E. = NC
18
18
END PROJECT 07-08C
529+70.00 "E"
Exist. Pipe To Remain
Exist. Inlet & Pipe To Remain
1
0
’-
0
"
1
0
’-
0
"
3
8
’-
0
"
8
’-
0
"
G.R.E.T. Type OS Req’d Lt.
Constr. Limits
Constr. Limits
R
R
Constr. Limits
Constr. Limits
S
S
aedwards 9:23:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD12.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "E"
VMS
T
T
T
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
98
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
535+00
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
RICHARD KEITH & SHELLY ANN JONES
LOT 188
Exist. Easement
540+00
Keystone Parkway
Keystone Parkway
Line "E"
Lot 189
RONALD & KAREN L. PEARSON
Ex
is
t
.
Ea
s
e
m
e
n
t
Ex
is
t
.
Ea
s
e
m
e
n
t
Lot 208
EUGENIA SIMKUS
FRED M. II & KIMBERLY KASER IVERSON
EDEN ESTATES SECTION EIGHT
Lot 209
Exist. Easement
MOHAWK ASSOCIATES, LLC
Exist. Easement
App. Exist. L.A. R/W
Exist. Easement
Lot 209
FRED M. II &
KEMBERLY
KASER IVERSEN
Lot 210
SHANNER H. &
CHRISTINA S. DRAKE
Ex
is
t
.
E
a
s
e
m
e
n
t
Ex
is
t
.
Ea
s
e
m
e
n
t
App. Exist. L.A. R/W
10
’-
0
"
10
’-
0
"
18
18
26
END INCIDENTAL CONSTRUCTION
536+50.00 "E"
CURVE DATA
P.I. Sta. 540+75.85 "E"
= 5 30’ 29" Lt.
T = 918.74’
L = 1,836.06’
R = 19,098.59’
E = 22.09’
S.E. = N.C.
Constr. Limits
Constr. Limits
R
R
aedwards 9:23:29 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD13.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "S-6-E"
VMS
6" CMP
2
4
"
R
CP
2
4
" R
CP
2
4
"
RC
P
18" RCP
18" RCP15" RCP18" RCP
18" RCP
15" RCP
2
1" RCP
12" RCP
15" RCP
21" RCP
18" RCP
18" RCP21" RCP
18" RCP18" RCP
8"
C
PP
8" CMP
8" CM
P
12" P
VC
14
"R
CP
18" RCP
1
2
"
P
VC
8" PVC (San)
8
"
P
VC
(
S
a
n
)
8" PVC (San)
6
"
P
V
C
(
S
a
n
)
VCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCSVCS
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
99
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
LOT 4
MERCHANTS
POINTE
ASSOCIATION LLC
G & T
COMPANY
App. Exist. R/W
A
p
p
. Exis
t
. R/
W
App. Exist. R/
W
Exist. Easement
P.C. 495+72.71 "E"
Line "S-6-E"
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
Exist. Ease
ment
TRIDENT FOODS, INC.
20+00
P.O.T. 20+00.00 "S-6-E"
P.O.T. 495+35.04 "E" =
G
K1
K1
26
26
MERCHANTS 450 LLC
MERCHANTS POINTE ASSOCIATION LLC
P
o
in
t
e
Dr
iv
e
Exis
t
.
Ea
s
e
m
e
n
t
Ap
p
. Ex
is
t
.
R/
W
A
p
p
.
Ex
is
t
.
R/
W
Exis
t
.
Ea
s
e
m
e
n
t
Exist. Easement
App. Exist. R/W
Ex
is
t
.
E
a
s
e
m
e
n
t
App. Exist. R/W
2
4
’-
0
"
R2
R2
2
4
’-
2
"
G
+
7
5
K1
26
K1
116th Street
17
17
24
3
7
’-
6
"
1
2
’-
0
"
10
’-
0
"
F
R
2
0
’-
0
"R
20’-0
"
A
15+00
15
17
19
17
17
17
19
15
16
16
F2
53’ R/W
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A . R /W A .C .L. & F.F.T .F
110’ L.A. R/W A.C.L. & F.F.T.F
R/W
17
17
Lin
e
"E
"
F
Manhole, Type "J-10" &
75’ of 24" Pipe Req’d.
Manhole, Type "J-4" &
40’ of 30" Pipe Req’d.Manhole, Type "J-4" &
50’ of 30" Pipe Req’d.
Manhole, Type "J-4" &
159’ of 30" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Manhole, Type "C-10" &
65’ of 18" Pipe Req’d.Inlet, Type "J-10" &
76’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
73’ of 15" Pipe Req’d.
Inlet, Type "J-10" &
73’ of 12" Pipe Req’d.
+
2
0,
2
9’
L
T
+
0
0,
4
0’
L
T
+
5
0,
4
3
’
L
T
+
0
0
+
0
0
+
0
5 +
5
0
+
0
0
+
0
5
+
50
R 8’-0"R11’-0"
+
0
5
, 3
9
’ R
T
+
9
3
Str. No. 310
Str. No. 311
+00 "E"
+00 "E"
+91 "COL-W"
+91 "COL-W", 18’ LT
+51 "E"
Constr. Limits
Co
nstr.
Limits
Constr. Limits
Str. No. 726
Existing Str.
To Be Removed
Str. No. 608
Str. No. 611
Str. No. 613
Str. No. 701
Str. No. 702
Str. No. 703
Str. No. 704
Str. No. 705
Str. No. 706
Str. No. 707
Manhole, Type "J-4" &
99’ of 24" Pipe Req’d.
Str. No. 708
Str. No. 709
Str. No. 710
Str. No. 711
Str. No. 712
Str. No. 714
Str. No. 713
Str. No. 715
Str. No. 716
Str. No. 717
Str. No. 718
Str. No. 719
Str. No. 720
Str. No. 721
Str. No. 722
Str. No. 723
Str. No. 725
Str. No. 724
Existing Str.
To Be Removed
Existing Inlet To Remain In Place.
Remove 65.5’ of Existing Pipe from
East End.
Catch Basin, Type "K-10" &
8’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
7’ of 15" Pipe Req’d.
+
0
5,
4
0
’
L
T
Catch Basin, Type "K-10"
& 5’ of 12" Pipe Req’d.
Str. No. 700
Remove 17’ of Existing Pipe
from East End.
Str. No. 495
Str. No. 496
Str. No. 497
+
1
2, 8
1’
LT
+
8
7, 2
9’
L
T
+
0
5
,
5
2
’
L
T
+90 "E", 77’ LT26
26
+50
D
D
+
7
1
+37
+
01
26
+
30
+
65
+29
+
6
0
F1
26
26
F1
+
8
8
"E"
+60 "E"
3
7
’-
6
"
46’-7"
3
1
’-
3
"
2
5
’-
6
"
2
4
’-
2
"
2
4
’-
9
"
3
7
’-
6
"
+
0
5
+
8
4
33’-6"
BEGIN INCIDENTAL CONSTRUCTION
14+50.00 "S-6-E"
BEGIN CONSTRUCTION
14+75.00 "S-6-E"
+
5
7
Commercial Drive Req’d Lt.
W = 18’, L = 40’
Commercial Drive Req’d Rt.
W = 18’, L = 40’
Commercial Drive Req’d Rt.
R
7
’-
0
"
R7’-0"R
20’-
0"R20’-0"
+
0
0
26
31’-9"
D2
C
C
H
H
G G K
D
C
F3
26
L
2
9’-
1
0"
24
13’-0"
2
’-
7
"
1
2
’-
2
"
2
’-
6
"
2
’-
6
"
4
’-
3
"
4
’-
8
"
+
0
0
4
’-
4
"
4
’-
8
"+
5
0
3
’-
0
"
3
’
-
0
"6’-0"R
195’-0"
+
5
6+535’-0"10
’-0
"6
’-0
"
6
’-
1
0
"
6
’-
5
"
10’-0"
10’-0"
6’-0"
32’-0"
3
2’-
0"
Right of Entry Req’d for
Work Outside of R/W
17 17Constr. Limits
Existing Manhole
Existing Manhole
C
Existing Str.
To Be Removed
+
4
5.
2
Existing Str.
To Be Removed
Existing Str.
To Be Removed
Existing Str.
To Be Removed
Existing Str.
To Be Removed
Existing Str.
To Be Removed
+
99
+
2
1
See Line "E" Construction Details for
Line "E" Drainage Structure Information.
Existing Str. To Be
Removed W = 67’, L = 29’
+
6
4
+
3
2
+
4
2
D
D
S
S
D
RT
RT
WV
WV
GV
E
T
GVGVGV
WV
WV
WV
W
E
WV
W T
THH
WV
WV
aedwards 9:23:45 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD14.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "S-6-E"
VMS
15
"
R
C
P
15" RCP
15" RCP
15" RCP
CP 12" RCP 12" R
CP
1
2" RCP
12"
R
CP
24" RCP
24" RCP
24" R
C
P
2
4
"
R
C
P
1
5
"
R
CP
15
"
RC
P
15" RCP
15" R
CP
4
" P
VC 6" PVC (San)
8
"
P
VC
(
S
a
n
)
FP
VCSVCSVCSVCSVCS
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
100
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
Line "S-6-E"
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
25+00
SDMBR, LLC
MAPLES OF CARMEL
HORIZONTAL PROPERTY
REGIME PHASE III
MAPLES OF CARMEL
HORIZONTAL PROPERTY
REGIME PHASE V
MAPLES OF CARMEL
HORIZONTAL PROPERTY
REGIME PHASE
MAPLES OF CARMEL
HORIZONTAL PROPERTY
REGIME PHASE
BUSH DEVELOPMENT COMPANY
BUSH DEVELOPMENT COMPANY
Exis
t
.
Ea
s
e
m
e
n
t
116th Street
App. Exist. R/W
App. Exist. R/W
Ma
n
o
r
Dr
ive
B
u
t
t
o
n
w
o
o
d
Dr
iv
e
F
19
19
R2
END INCIDENTAL CONSTRUCTION
STA. 26+44.00 LINE "S-6-E"
END CONSTRUCTION
STA. 26+00.00 LINE "S-6-E"
R20’-0"R20’-0"
24R
2
0’-
0"
K1
R20’-0"
R
20’-
0"
19
17
15
17
17
17
19
15
16
16
K1
A
A
G
17
17
55’ R/W
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
R/W
K1
K1
Manhole, Type "C-10" &
57’ of 15" Pipe Req’d.
Manhole, Type "C-10" &
171’ of 15" Pipe Req’d.
Inlet, Type "J-10" &
61’ of 12" Pipe Req’d.
Inlet, Type "E-7" &
8’ of 12" Pipe Req’d.
+
25
, 31’ LT
+
00, 5
1’ RT
+
00, 4
0’ RT
+
00
+
00
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Lim
its
Str. No. 727
Str. No. 728
Str. No. 729
Str. No. 730
Str. No. 731
Str. No. 732
App. Sec. Line
Str. No. 733
Str. No. 734
Exist. Manhole
To Be Removed
Exist. Inlet
To Be Removed
Str. No. 736
Exist. Inlet
To Be Removed
Str. No. 735
Str. No. 737
Str. No. 738
Str. No. 739
Exist. Inlet
To Be Removed
Str. No. 740
Str. No. 741
Str. No. 742
Str. No. 743
Str. No. 744
Str. No. 745
+25, 30’ RT
Adjust Casting To Grade
Adjust Casting To Grade
Manhole, Type C-4 &
13’ of 15" Pipe Req’d.
Adjust Casting To Grade
Str. No. 500
Exist. Inlet To Be Removed
Catch Basin, Type "K-10" &
6’ of 15" Pipe Req’d.
+09, 35’ LT
+10 , 3 9 ’ LT
26
26
F2
26
26
+48
69
Fence Required, See
Miscellaneous Details
26
1 0 ’-0 "
+
69
D
G
+
00
+
11
+
10
+
1
2
+
10
+
10
Manhole, Type "C-4"
Intercept To Exist. 15" Pipe.+87+
87
+
8
7
D
D
17
+
9
8
"
E
"
,
8
0
’
R
T
5
’-
0
"
2
8
’-
0
"
3
1’-
6
"
8
’-
0
"
R20’-0"
2
4
’-
0
"
2
7
’-
6
"
3
0’-1"
2
9
’-
1
1
"
+
7
0
+
7
0
+
0
0
+
1
0
3
1’-
2
"
+
3
3
Commercial Drive Req’d Lt.
Street Approach Req’d. Rt.
Street Approach Req’d. Lt.
G G
H
G
F
L
C
C
D1
D1
C
32’-0"
29’-
4"
32’-0"
F3
R22’-0"
6
’-
0
"
8
’
-
0
"
+51
+61
Right of Entry Req’d for
Work Outside of R/W
Right of Entry Req’d for
Work Outside of R/W
6
’-
0
"
+05
6’-0"
32
’-0
"
3
2
’-
0
"
4’-
10
"
+
45
17
26
2
’-
0
"
3
0
’-
4
"
2
9
’-
2
"
2
’-
8
"
+
7
5
3
1
’-
0
"
2
9
’-
2
"
1’-
11"
F
4
’-
0
"
4
’-
0
"
F
17
17
Exist. Str.
To Be Removed
Remove Exist. Str.
Remove Exist. Str.
& Existing Pipe To South.
Remove Exist. Manhole &
11’ of Existing Pipe.
See Line "E" Construction Details for
Line "E" Drainage Structure Information.
KH
+
8
5
W = 27’, L = 51’
W = 40’, L = 25’
+
7
1
+
1
0
W = 29’, L = 32’
S
D
D
D
D
D
D
ACACAC
AC AC
AC ACAC
ACAC
FP
FP
FP
FP
TR
RT
RT
RT
RT
W
E
W
T T
W
T
WV
WV
WV
WV
W
E
GVE
T
aedwards 9:24:01 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD15.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "S-16-E"
VMS
8" VCP (San)
8
" P
VC
(
S
a
n
)
10" VCP (San)
8" VCP (San)
8"
V
C
P (San)
10
" VCP (S
a
n
)
10
"
VC
P
(
S
a
n
)
8" VCP (San)
12" RCP 12" RCP
12" RCP
12" RCP
12" RCP
3
6" CMP
1
2
" R
CP
15
"
CMP
15
"
CMP
12" RCP
6" PVC
12" RCP VCSVCSVCSWV
T
T
TB
TB
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
101
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
P.T. 514+44.63 "E"
ROIF, LLC
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
MCDONALD’S CORPORATION
Ke
y
s
t
o
n
e
P
a
rkw
a
y
App. Exist. L.A. R/
W
App. Exist. L.A. R/W
Ap
p
. Exist. L.A. R/W
Exist. Ease
ment
50+00
App. Exist. L.A. R/W
19
26
26
K1
K1
E. Carmel Drive
Line "S-16-E"
19
17
15
17
16
16
15
17
19
17
F
F
F
R35’-0"R30’-0"
R40’-0"R30’-0"
17
17
17
17
19R2 F2
26
F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
60’ R/W
GS PROPERTIES, INC. ET AL.
C
IT
Y
O
F
C
A
R
M
E
L
K
e
y
s
t
o
n
e
W
a
y
Ap
p
.
Ex
is
t
.
R/
W
Ap
p
. Ex
is
t
.
R/
W
MATHES FAMILY LIMITED PARTNERSHIP
M
A
T
H
E
S
F
A
M
I
LY
LI
M
IT
E
D
P
A
R
T
N
E
R
S
H
IP
Ap
p
.
Exis
t
.
R
/
W K
e
y
s
t
o
n
e
W
a
y
Ap
p
.
Exis
t
.
R/
W
App. Exist. R/W
App. Exist. R/W
Lin
e
"E"
K1
K1
Inlet, Type "M-10" &
55’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
6’ of 15" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
4’ of 15" Pipe Req’d.
Manhole, Type "C-4" &
162’ of 18" Pipe Req’d.Manhole, Type "C-4" &
58’ of 15" Pipe Req’d.
Manhole, Type "C-4" &
14’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
55’ of 15" Pipe Req’d.+
8
8
+
93
+
88
+
93
+
50
+
50
+
50, 4
2
’ LT
+
5
0, 4
0
’ RT
+
88
, 42’ RT
+50 "E"
+00 "E"
+75 "E", 7’ LT
+
0
0
"
E
",
6
’
R
T
+
0
0
"
E
"
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Existing Inlet
To Remain In Place
Str. No. 800
Str. No. 801
Str. No. 802
Str. No. 803
Str. No. 804
Str. No. 805
Str. No. 806
Str. No. 807
Str. No. 808
Str. No. 810
Str. No. 809 Str. No. 812
Str. No. 813
Str. No. 814
Str. No. 811
Str. No. 629
Str. No. 628
Str. No. 630
Str. No. 632
Str. No. 634
Str. No. 815
Existing Inlet
To Be Removed
Str. No. 816
Manhole, Type "J-4" &
153’ of 36" Pipe Req’d.
+
55
+81
+
5
3, 4
3’
L
T
+
16, 48’ RT
Adjust Casting To Grade
Adjust Casting To Grade
Str. No. 504
+
3
7 "
E
",
9
3’
L
T
26
26
26
F1
+
7
8
26
+
1
0
+
8
1
4
’-
1
1
"
6
’-
0
"
3
0
’-
9
"
3
0
’-
0
"
26
2
4
’-
0
"
2
2
’-
0
"
2
4
’-
0
"
2
4
’-
0
"
29’-8"
2
6
’-
9
"
32’-0"
4
’-
5
"
F
G
G
K
L
K
D
C
C
C
29’-8"
30’-10"26
5
’-
0
"
3
’-
0
"
R150’-0"
R95’-0"
18’-0"
+86
+50
+55
26
R192’-0"
6’-0"6’-0"
R 170’-9"+06
+37
H
H
22
+93
F1
3
0
’-
8
"
3
0
’-
4
"
1’-
6
"
+
2
0
Temp. R/W
Temp. R/W
+25
6’-0"
5’-0"
3
2
’-
0
"
32’-0
"
+
5
6
Existing Str.
Existing Str.
Cap Existing Inlet
P.O.T. 49+99.98 "S-16-E"=
P.O.T. 515+01.48 "E"
Str. No. 850
Adjust Casting To Grade
+
71, 35.2’ L
T.
Str. No. 851
Adjust Casting To Grade
+0 9 , 3 2 .8 ’ R T .
+
14
Str. No. 852
Adjust Casting To Grade +
2
5
,
3
3.
8
’
L
T.
Str. No. 853 +
81, 36.6’ L
T.
Existing Manhole
To Be Reconstructed
Str. No. 854
Existing Manhole
To Be Reconstructed
+87, 83.0’ LT.
See Line "E" Construction Details for
Line "E" Drainage Structure Information.
BEGIN CONSTRUCTION
45+45.00 "S-16-E"
BEGIN INCIDENTAL
CONSTRUCTION
44+55.00 "S-16-E"
D
S SS
S
S
S
RT
RT
RT
WV
aedwards 9:24:16 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD16.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
LINE "S-16-E"
VMS
12" RC
P
12"
R
C
P
12" RCP
12" RCP
12" RCP
1’ X 2’ Box 12" RCP
12
" R
C
P
VCSVCSVCSVCST
WV
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
CITY OF CARMEL
CONSTRUCTION DETAILS
07-08C
102
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
TOWN OF
CARMEL, INDIANA
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
Line "S-16-E"
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
ST. PETER’S UNITED
CHURCH OF CHRIST
CARMEL, INC.
WATERFORD SECONDARY PLAT
WATERFORD OF CARMEL
HOMEOWNER’S ASSOCIATION INC.
WA
TERFO
R
D
O
F
C
ARME
L
H
OME
OWN
ER’S
AS
S
OCIATIO
N
IN
C
.
LOT 59 LOT 60 LOT 61 LOT 62 LOT 63
W
a
t
e
r
f
o
r
d
L
a
n
e
COMMON AREA C
O
MM
O
N
A
R
E
A
App. Exist. R/W
App. Exist. R/W
Ap
p
.
Exis
t
.
R
/
W
Ap
p
.
E
xis
t
.
R/
W
55+00
App. Easement
App. Easement
A
pp. Eas
em
ent
Ap
p
.
Ea
s
e
m
e
n
t
+
8
0
F
F
19
19
26
17
17
1717
K1
K1
R2
END CONSTRUCTION
STA. 53+30.00 LINE "S-16-E"
END INCIDENTAL CONSTRUCTION
STA. 55+40.00 LINE "S-16-E"
E. Carmel Drive
50’ R/W
50’ R/W
R/W
L.
A.
R/
W
A.
C.
L.
&
F.
F.
T.
F
L.A. R/W A.C.L. & F.F.T.F
L.A. R/W A.C.L. & F.F.T.F
A
A
19
17
17
17
15
15
16
16
K1
K1
26
F2
19
17
App. Exist. L.A. R/W
App. Exist. L.
A.
R/
W
F
F
Manhole, Type "J-10" &
44’ of 24" Pipe Req’d.
Manhole, Type "J-10" &
61’ of 24" Pipe Req’d.
+
28
, 2
4’ LT
+
2
8, 2
6
’ RT
See Sheet No.
+00 "E"
+
5
0
"
E
"
+
0
0
"
E
"
Constr. Li
mits
Constr. Lim its
Constr. Limits
Str. No. 635
Str. No. 633
Str. No. 631
Str. No. 817
Manhole, Type "J-4" &
253’ of 24" Pipe Req’d.
Str. No. 818
Str. No. 819
Str. No. 821
Str. No. 820
Manhole, Type "J-4" &
19’ of 24" Pipe Req’d.
Str. No. 822
+75, 79’ LT
+
9
4,
2
9
’
R
T
+
2
1,
4
0’
L
T
+
9
4
, 2
9
’ RT
26
30’-1"
1
6
’-
2
"
1
6
’-
0
"
2
4
’-
0
"
2
1
’-
8
"
2
1
’-
0
"4
’-
0
"
+
6
8
C
K
L
K
G
C
32’-11"
31’-4"
26
5
’-
0
"
3
’-
0
"
32
’-0"
3
’-
0
"
5
’-
0
"
26
W
Existing Inlet
To Remain In Place
Field Core Hole Req’d
32
’-0
"
32’-0"
5 ’-0 "
3 ’-0 "
6’-0"
26
26
F1
26
26
26
26
3
3
’-
7
"
3
3
’-
9
"
3
’-
1
0
"
5
’-
6
"
G
2
5
’-
0
"
2
3
’-
0
"
1
’-
0
"
7
’-
0
"
Existing Inlet
See Line "E" Construction Details for
Line "E" Drainage Structure Information.
+
1
2
D3
D3 D
RT
RT
aedwards 9:24:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CD17.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
F
D G
x
R
26 Sodding
K
165#/Syd HMA Surface Type "D" on
1.5" Surface Milling
J HMA Shoulder (See Typical Sections)
1
69 Retaining Wall
16
17
19
Curb and Gutter Type II
Curb and Gutter Type III
18 Curb and Gutter, B, Modified
20 Curb and Gutter, B
70 Moment Slab
Full Depth Pavement (See Typical Sections)
K1 Full Depth Pavement (See Typical Sections)
R1
R2Multi-Use Path (See Typical Sections)
15 Concrete Roll Curb
W
K2 Full Depth Pavement (See Typical Sections)
2
21
24
25 Seeding
Integral Concrete Curb, Type B
Concrete Sidewalk, 4"
C
165 #/Syd. HMA Surface, Type "A" on
275#/Syd. HMA Intermediate, Type "A" on
385#/Syd. HMA Base, Type "A"
6" Compacted Aggregate Base, No. 53
Concrete Curb, Modified
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)F1
F3
3
Modified 33" Bridge Rail, Type II
*
Decorative Concrete Sidewalk, 4"*
See Architectual Finish Details
165#/Syd HMA Surface Type "C" on
1.5" Surface Milling
165#/Syd HMA Surface Type "D" on
Variable depth HMA Wedge & Level on
1.5" Surface Milling
22 Integral Concrete Curb
Modified 33" Bridge Rail, Type I
Reinforced Concrete Barrier Wall, 33"
F2 Truck Apron, 7"*
Decorative Concrete 4" on 2" Blue Board *
Straight Concrete Curb
Widening with HMA
A 12" PCCP
7.5" PCCP on
6" Compacted Aggregate Base, No. 53
ROUNDABOUT SPOT ELEVATIONS
LINE "S-6-E"
AJE
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
CITY OF CARMEL
07-08C
103
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
15+00 20+00
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
L
in
e
"E
"
116th Street
Line "S-6-E"
Line "SWR"
30+64.01 "OCL-1"
El. 820.45
30+81.51 "OCL-1"
El. 820.80
30+95.64 "OCL-1"
El. 821.08
31+43.64 "OCL-1"
El. 822.01
31+73.91 "OCL-1"
El. 821.76
30+73.68 "OCL-4"
El. 820.44
31+13.13 "OCL-4"
El. 821.22
31+64.55 "OCL-4"
El. 821.45
32+02.81 "OCL-4"
El. 822.66
32+20.53 "OCL-4"
El. 821.76
30+05.80 "OCL-5"
El. 822.30
30+12.38 "OCL-5"
El. 822.32
30+45.24 "OCL-5"
El. 822.46
20+34.15 "CI-1"
El. 822.88
32+00.86 "OCL-1"
El. 821.61
30+10.88 "OCL-2"
El. 822.37
30+41.22 "OCL-2"
El. 822.51
30+00.00 "OCL-2"
El. 822.25
22+42.43 "CI-1"
El. 822.97
Line "OCL-4"
Line "COL-W "
Li
ne
"O
C
L-
1"
Line "CI-1"
See Line "CI-1" Plan and Profile Sheets
for Line "CI-1" Profile
2%
2%
12+09.23 "SI-1"
El. 821.95
12+00.94 "SI-1"
El. 822.02
11+92.66 "SI-1"
El. 822.07
11+89.64 "SI-1"
El. 822.01
12+16.17 "SI-1"
El. 821.84
12+59.94 "SI-1"
El. 821.02
11+36.21 "SI-1"
El. 820.92
11+64.00 "SI-1"
El. 821.5211+00.00 "SI-1"
El. 820.54
Line "OCL-5"
Line "OCL-2"
30+27.92 "OCL-1"
El. 819.79
Line "SI-1"
aedwards 9:24:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS10.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
LINE "S-6-E"
ROUNDABOUT SPOT ELEVATIONSAJE
FP
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
CITY OF CARMEL
07-08C
104
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
L
in
e
"E
"
Line "S-6-E"
25+0020+00
31+06.27 "OCL-6"
El. 821.41
31+40.03 "OCL-6"
El. 821.58
31+79.59 "OCL-6"
El. 821.89
32+18.93 "OCL-6"
El. 821.43
32+38.24 "OCL-6"
El. 821.05
32+58.36 "OCL-6"
El. 820.65
31+70.79 "OCL-3"
El. 821.29
31+37.41 "OCL-3"
El. 821.46
31+02.46 "OCL-3"
El. 821.63
30+70.77 "OCL-3"
El. 821.77
32+17.08 "OCL-5"
El. 822.07
32+06.41 "OCL-5"
El. 822.17
31+88.61 "OCL-5"
El. 822.34
31+84.25 "OCL-2"
El. 822.28
32+13.45 "OCL-2"
El. 822.01
32+20.01 "OCL-2"
El. 821.92
26+12.81 "CI-1"
El. 822.83
L in e "OC L -3 "
Line "
OC
L-6"
Line "C
O
L-
E"
Line
"C
I-
1"
See Line "CI-1" Plan and Profile Sheet
for Line "CI-1" Profile
32+22.99 "OCL-3"
El. 820.25
32+75.57 "OCL-3"
El. 818.96
Line "SI-2"
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
116th Street
24+15.25 "CI-1"
El. 822.73
13+04.18 "SI-2"
El. 822.09
12+85.66 "SI-2"
El. 822.17
13+14.22 "SI-2"
El. 821.89
12+78.67 "SI-2"
El. 822.03 12+51.39 "SI-2"
El. 821.48
12+24.12 "SI-2"
El. 821.16
11+95.12 "SI-2"
El. 820.08
13+70.40 "SI-2"
El. 820.80
14+26.59 "SI-2"
El. 819.45
2%
2%
Line "SER"
Line "OCL-2"
Line "OCL-5"
aedwards 9:24:48 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS11.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ROUNDABOUT SPOT ELEVATIONSAJE
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
CITY OF CARMEL
07-08C
105
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
21+94.00 "CI-2"
El. 829.31
12+73.28 "SI-11"
El. 828.60
12+90.13 "SI-11"
El. 828.66
Line "S-16-E"
Lin
e
"E"
Line "CI-2"
Line "OCL-14"
Line "OCL-11"
Li
n
e "
C
O
L-
W"
See Line "CI-2" Plan and Profile Sheet
for Line "CI-2" Profile
12+96.68 "SI-11"
El. 828.5513+31.29 "SI-11"
El. 827.86
13+65.64 "SI-11"
El. 827.22
12+00.61 "SI-11"
El. 827.22 12+18.18 "SI-11"
El. 827.69
12+42.65 "SI-11"
El. 828.10
12+67.13 "SI-11"
El. 828.47
2%
2%
20+13.53 "CI-2"
El. 829.97
Line "N WR
"
Line "OCL-15"
Line "OCL-12"
45+00 50+00
E Carmel Drive
Line "SI-11"
30+00.60 "OCL-11"
El. 826.74
30+18.27 "OCL-11"
El. 827.18
30+36.31 "OCL-11"
El. 827.53
30+53.70 "OCL-11"
El. 827.87
30+82.27 "OCL-11"
El. 828.28
31+04.64 "OCL-11"
El. 828.17
31+23.59 "OCL-11"
El. 828.04
31+54.20 "OCL-11"
El. 827.69
30+26.16 "OCL-12"
El. 828.81
30+09.50 "OCL-12"
El. 828.51
30+00.00 "OCL-12"
El. 828.33
30+21.19 "OCL-15"
El. 829.57
30+06.41 "OCL-15"
El. 829.45
30+00.00 "OCL-15"
El. 829.40
30+06.22 "OCL-14"
El. 826.74
30+38.37 "OCL-14"
El. 827.36
30+70.42 "OCL-14"
El. 827.99
31+04.89 "OCL-14"
El. 828.52
31+69.22 "OCL-14"
El. 828.80
aedwards 9:24:55 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS12.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ROUNDABOUT SPOT ELEVATIONSAJE
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
CITY OF CARMEL
07-08C
106
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
11+23.29 "SI-12"
El. 827.82
11+50.73 "SI-12"
El. 827.96
23+61.10 "CI-2"
El. 830.21
26+10.26 "CI-2"
El. 829.48
Line "S-16-E"
Line
"E"
Line "CI-2"
Line "COL-E"
Line "
OC
L-16"
See Line "CI-2" Plan and Profile Sheet
for Line "CI-2" Profile
11+17.08 "SI-12"
El. 827.93
10+49.70 "SI-12"
El. 826.83
12+20.78 "SI-12"
El. 827.02
11+62.01 "SI-12"
El. 828.06
2%
2%
Line "
N
E
R"
Line "OCL-15"
Line "OCL-12"
55+0050+00
E. Carmel Drive
32+11.65 "OCL-12"
El. 829.21
31+76.24 "OCL-12"
El. 829.75
32+04.61 "OCL-12"
El. 829.31
30+89.61 "OCL-13"
El. 828.60
31+19.96 "OCL-13"
El. 828.30
31+50.06 "OCL-13"
El. 828.14
31+75.90 "OCL-13"
El. 827.87
32+00.93 "OCL-13"
El. 827.74
32+57.81 "OCL-13"
El. 826.70
32+88.74 "OCL-16"
El. 826.33
32+37.92 "OCL-16"
El. 827.33
32+28.44 "OCL-16"
El. 827.39
31+15.19 "OCL-16"
El. 827.57
31+67.24 "OCL-16"
El. 827.8332+10.62 "OCL-15"
El. 828.25
32+01.38 "OCL-15"
El. 828.42
31+61.09 "OCL-15"
El. 829.21
Line "OCL-13
Line "SI-12"
aedwards 9:25:02 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS13.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
Line "NWR"
Line "NER"
Line "E"
SPOT ELEVATION DETAIL
RAMPS
Line "SWR"
Line "E"
Line "SER"
525+00 530+00
490+00485+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
107
CITY OF CARMEL
07-08C
260
2/12/09
827.05
827.21 828.06
827.90
827.98
828.06
828.13
827.98
827.53
827.77
828.05
828.33
828.69
828.40
828.69
828.46
828.78
829.14
828.78
829.14
828.83
829.19
829.55
829.20
829.55
829.14
829.90
829.54
831.23
828.69 829.14 829.55 829.90
809.12
808.74
808.42
809.22
808.84
808.52
809.45
809.04
809.72
809.62
809.21
808.89
809.74
809.33
808.99
808.55
809.80
809.39
809.04
808.64
809.12
808.42
808.74
809.22
808.61
808.93
809.45
808.76
809.09
809.62
808.86
809.19
809.74
808.91
809.23
809.80
808.91
809.23
809.81
4
’-
0
"
2
4
’-
0
"
1
7
’-
3
"
1
0
’-
0
"
2
4
’-
0
"
2
0
’-
5
"
1
8
’-
0
"
6
’-
0
"
6
’-
0
"
18
’-
0
"
1
0
’-
0
"
2
4
’-
0
"
1
0
’-
0
"
2
%
4
%
4
%
2
%
4
%
2
%
2
%
2
%
2
%
2
%
2
%
2
%
2
%
2
%
1
0
’-
0
"
1
7
’-
5
"
2
0
’-
5
"
2
4
’-
0
"
2
6
’-
0
"
10
’-
0
"
1
8
’-
5
"
1
6
’-
0
"
1
0
’-
0
"
1
6
’-
0
"
1
2
’-
0
"
1
9
’-
0
"
2
4
’-
0
"
2
3
’-
8
"
1
6
’-
0
"
1
2
’-
0
"
MJM VMS
JSBJSB
1" = 30’
827.36
829.57
829.90
829.43
829.83
830.19
829.89
830.19
829.68
830.08
830.44
830.15
830.44
829.87
830.27
830.63
830.36
830.63
830.00
830.40
830.76
830.52
830.76
830.09
830.49
830.85
830.62
830.85
830.15
830.55
830.91
830.71
830.92
830.22
830.62
830.98
830.80
830.98
830.29
830.69
831.05
830.88
831.05
830.36
830.76
831.12
830.97
831.12
830.82
831.18
831.06
831.19
830.89
831.25
831.14
831.25
830.96 831.32
831.32
830.99
831.35
831.27
831.35
830.96
831.32
831.39
831.05
831.40
831.46
831.13
831.48
831.52
831.22
831.57
831.59
831.30
831.65
831.66
828.18 830.19 830.44 830.63 830.76 830.85
808.33
808.69
808.38
808.78
809.10
809.77
809.69
809.50
809.15
809.27809.37
809.41
S
t
a
.
4
8
6
+
9
0
S
t
a
.
4
8
7
+
0
0
S
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a
.
4
8
7
+
2
5
S
t
a
.
4
8
7
+
5
0
S
t
a
.
4
8
7
+
7
5
S
t
a
.
4
8
8
+
0
0
S
t
a
.
4
8
8
+
6
3
S
t
a
.
4
8
9
+
0
0
S
t
a
.
5
2
2
+
1
0
S
t
a
.
5
2
2
+
7
5
S
t
a
.
5
2
3
+
0
0
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a
.
5
2
3
+
2
5
S
t
a
.
5
2
3
+
5
0
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t
a
.
5
2
3
+
7
5
S
t
a
.
5
2
4
+
0
0
S
t
a
.
5
2
4
+
2
5
S
t
a
.
5
2
4
+
5
0
S
t
a
.
5
2
4
+
7
5
S
t
a
.
5
2
5
+
0
0
S
t
a
.
5
2
5
+
2
5
S
t
a
.
5
2
5
+
5
0
S
t
a
.
5
2
5
+
7
5
S
t
a
.
5
2
6
+
0
0
S
t
a
.
5
2
6
+
2
5
S
t
a
.
5
2
6
+
5
0
S
t
a
.
5
2
6
+
6
0
S
t
a
.
5
2
6
+
7
5
S
t
a
.
5
2
7
+
0
0
S
t
a
.
5
2
7
+
2
5
S
t
a
.
5
2
7
+
5
0
S
t
a
.
5
2
7
+
7
5
S
t
a
.
5
2
8
+
0
0
S
t
a
.
5
2
8
+
2
5
S
t
a
.
4
8
8
+
5
0
S
t
a
.
4
8
8
+
2
5
S
t
a
.
5
2
2
+
5
0
S
t
a
.
5
2
2
+
4
7
807.94 808.04 808.24 808.41
8
’-
1
0
"
9
’-
1
"
808.46808.43808.39808.29808.13807.94807.85
830.42 830.49
830.56 830.59
830.56 830.65 830.73 830.82 830.90
8
’-
0
"
S
t
a
.
5
2
5
+
2
0
1
0
’-
0
"
830.92
2
’-
0
"
827.22
827.58
827.70
827.95
828.31
828.17
828.44
828.80
828.59
828.88
829.24
828.96
829.27
829.63
829.27
829.60
829.96
829.54
829.87
830.23
829.75
830.10
830.46
829.91
830.27
830.63
830.01
830.39
830.75
830.10
830.49
830.85
830.17
830.57
830.93
830.97
828.14
4
’-
0
"
826.98
4
%
4
%
4
%
809.40
828.05
828.14
4
%
2
%
2
%
4
%
826.56825.11
824.71 826.26
S
t
a
.
5
2
5
+
0
0
S
t
a
.
5
2
1
+
8
5
S
t
a
.
5
2
1
+
6
0
2
%
4
%
809.77 809.73
809.33
2
6
’-
0
"
4
%
2
%
809.54 809.45
827.73
aedwards 9:25:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.DS15.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
G
E
O
T
E
X
TIL
E
S
F
O
R
O
U
T
LE
T
P
IP
E
A
G
G
R
E
G
A
TE
F
O
R
O
U
T
LE
T
P
IP
E
6
I
N
P
E
R
F
O
R
A
T
E
D
O
U
T
LE
T
P
IP
E
SUBSURFACE DRAIN TABLE
REMARKS
Not To Scale
Not To Scale
SINGLE SUBSURFACE DRAIN DETAIL
DOUBLE SUBSURFACE DRAIN DETAIL
MJM MJM SUBSURFACE DRAINAGE TABLE
N/A
N/A
ELSJSB
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
108
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
FT.
G
E
O
T
E
X
TIL
E
S
F
O
R
U
N
D
E
R
D
R
A
IN
S
A
G
G
R
E
G
A
TE
F
O
R
U
N
D
E
R
D
R
A
IN
S
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
F
LO
W
L
I
N
E
E
LE
VA
T
I
O
N
@
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIMIT
O
U
T
LE
T
P
IP
E
R
E
Q
U
I
R
E
D
C
O
N
N
E
C
T
U
N
D
E
R
D
R
A
IN
P
IP
E
T
O
S
T
R
U
C
T
U
R
E
N
O
.
_
_
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
4
5
D
E
G
R
E
E
E
LB
O
WS
R
E
Q
U
IR
E
D
(
1
O
R
2
)
FT.
CITY OF CARMEL
07-08C
260
2/12/09
29" min.
8"
16"HMA Full Depth
Pavement
6"
12"
Min.
Compacted Agg., No. 53
3"
Min.
2’
Non-Woven
Geotextile Fabric
No. 8 Aggregate
29" min.
8"
16"
HMA Full Depth
Pavement
6"Compacted Agg., No. 53
3"
Min.
Non-Woven
Geotextile Fabric
No. 8 Aggregate
2’2’
7"1’
2’
2’-2"
6" Rigid Perforated Pipe
6" Rigid Perforated Pipe
LINE "E"
Left Shoulder
491+00.0
272 309 27 -2.69%
802.92 N
493+72.0 795.61 Y 607 795.07 2 28
41 5
493+78.0
22 31 4 1.40%
795.57 Y 607 795.07 2 28
494+00.0 795.88 N
494+00.0
225 251 21 1.40%
795.88 N
496+25.0 799.03 N
496+25.0
225 217 16 2.04%
799.03 N
498+50.0 803.62 N
498+50.0
200 187 13 3.78%
803.62 N
500+50.0 811.18 N
509+25.0
125 118 8 -3.08%
814.85 N
510+50.0 811.00 N
510+50.0
322 372 33 -2.15%
811.00 N
513+72.0 804.08 Y 628 802.29 2 28
36 4
513+78.0
22 28 3 1.04%
804.04 Y 628 802.29 2 28
514+00.0 804.27 N
514+00.0
225 239 19 1.04%
804.27 N
516+25.0 806.61 N
516+25.0
225 226 17 2.16%
806.61 N
518+50.0 811.47 N
518+50.0
75 72 5 4.61%
811.47 N
519+25.0 814.93 N
Left Median
491+00.0
148 129 8 -1.93%
803.17 N
492+48.0 800.31 N 606 794.85
492+52.0
121 107 7 -1.44%
800.25 N 606 794.85
493+73.0 798.51 N 607 795.07
493+77.0
23 36 4 -0.85%
795.58 N 607 795.07
494+00.0 795.78 N
494+00.0
175 204 18 1.98%
795.78 N
495+75.0 799.25 N
495+75.0
175 146 9 n/a
799.25 N
497+50.0 802.27 N 615 797.56
aedwards 9:25:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SDS01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
G
E
O
T
E
X
TIL
E
S
F
O
R
O
U
T
LE
T
P
IP
E
A
G
G
R
E
G
A
TE
F
O
R
O
U
T
LE
T
P
IP
E
6
I
N
P
E
R
F
O
R
A
T
E
D
O
U
T
LE
T
P
IP
E
SUBSURFACE DRAIN TABLE
REMARKS
SUBSURFACE DRAIN OUTLET DETAIL
STATION 493+75.00 "E"
MJM MJM SUBSURFACE DRAINAGE TABLE
N/A
N/A
JSB ELS
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
109
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
FT.
G
E
O
T
E
X
TIL
E
S
F
O
R
U
N
D
E
R
D
R
A
IN
S
A
G
G
R
E
G
A
TE
F
O
R
U
N
D
E
R
D
R
A
IN
S
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
F
LO
W
L
I
N
E
E
LE
VA
T
I
O
N
@
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIMIT
O
U
T
LE
T
P
IP
E
R
E
Q
U
I
R
E
D
C
O
N
N
E
C
T
U
N
D
E
R
D
R
A
IN
P
IP
E
T
O
S
T
R
U
C
T
U
R
E
N
O
.
_
_
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
4
5
D
E
G
R
E
E
E
LB
O
WS
R
E
Q
U
IR
E
D
(
1
O
R
2
)
FT.
CITY OF CARMEL
07-08C
260
2/12/09
Scale 1" = 10’
497+50.0
300 250 14 n/a
802.27 N 615 797.56
500+50.0 811.74 N
509+25.0
175 146 9 n/a
815.43 N
511+00.0 811.35 N 627 802.02
511+00.0
273 236 15 -1.85%
811.35 N 627 802.02
513+73.0 806.30 N 628 802.29
513+77.0
23 35 4 1.69%
803.32 N 628 802.29
514+00.0 803.71 N
514+00.0
450 603 59 1.69%
803.71 N
518+50.0 811.31 N
518+50.0
75 78 7 5.59%
811.31 N
519+25.0 815.50 N
491+00.0
272 309 27 -2.69%
802.92 N
493+72.0 795.60 Y 607 795.07 2 42
61 7
493+78.0
22 31 4 1.40%
795.57 Y 607 795.07 2 42
494+00.0 795.88 N
494+00.0
225 251 21 1.40%
795.88 N
496+25.0 799.03 N
496+25.0
225 218 16 2.03%
799.03 N
498+50.0 803.60 N
498+50.0
200 188 13 3.79%
803.60 N
500+50.0 811.18 N
509+25.0
125 118 8 -3.07%
814.85 N
510+50.0 811.01 N
510+50.0
322 372 33 -2.16%
811.01 N
513+72.0 804.05 Y 628 802.29 2 42
54 5
513+78.0
22 28 3 1.05%
804.02 Y 628 802.29 2 42
514+00.0 804.25 N
514+00.0
225 240 20 1.05%
804.25 N
516+25.0 806.61 N
516+25.0
225 228 18 2.13%
806.61 N
518+50.0 811.40 N
LINE "E"
Left Median
Right Shoulder
aedwards 9:25:26 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SDS02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
G
E
O
T
E
X
TIL
E
S
F
O
R
O
U
T
LE
T
P
IP
E
A
G
G
R
E
G
A
TE
F
O
R
O
U
T
LE
T
P
IP
E
6
I
N
P
E
R
F
O
R
A
T
E
D
O
U
T
LE
T
P
IP
E
SUBSURFACE DRAIN TABLE
REMARKS
SUBSURFACE DRAIN OUTLET DETAIL
STATION 513+75.00 "E"
MJM MJM SUBSURFACE DRAINAGE TABLE
N/A
N/A
JSB ELS
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
110
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
FT.
G
E
O
T
E
X
TIL
E
S
F
O
R
U
N
D
E
R
D
R
A
IN
S
A
G
G
R
E
G
A
TE
F
O
R
U
N
D
E
R
D
R
A
IN
S
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
F
LO
W
L
I
N
E
E
LE
VA
T
I
O
N
@
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIMIT
O
U
T
LE
T
P
IP
E
R
E
Q
U
I
R
E
D
C
O
N
N
E
C
T
U
N
D
E
R
D
R
A
IN
P
IP
E
T
O
S
T
R
U
C
T
U
R
E
N
O
.
_
_
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
4
5
D
E
G
R
E
E
E
LB
O
WS
R
E
Q
U
IR
E
D
(
1
O
R
2
)
FT.
CITY OF CARMEL
07-08C
260
2/12/09
Scale 1" = 10’
518+50.0
75 73 6 4.71%
811.40 N
519+25.0 814.93 N
491+00.0
272 332 31 -2.97%
803.46 N
493+72.0 795.38 N 607 795.07
493+78.0
22 35 4 1.69%
795.36 N 607 795.07
494+00.0 795.73 N
494+00.0
450 611 61 1.69%
795.73 N
498+50.0 803.33 N
498+50.0
200 205 16 4.20%
803.33 N
500+50.0 811.73 N
509+25.0
125 129 10 -3.72%
815.39 N
510+50.0 810.74 N
510+50.0
323 472 49 -2.51%
810.74 N
513+73.0 802.63 N 628 802.29
513+77.0
473 697 73 1.83%
802.61 N 628 802.29
518+50.0 811.27 N
518+50.0
75 78 7 5.60%
811.27 N
519+25.0 815.47 N
LINE "E"
Right Shoulder
Right Median
aedwards 9:25:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SDS03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
116th STREET & KEYSTONE PARKWAY
INTERCHANGE GEOMETRIC TIE-UP
P.C. 10+00.00 "SI-1" =
O.P.O.T. 16+17.59 "S-6-E" 12.00’ RT.
P.T. 33+00.62 "OCL-4" =
O.P.O.C. 100+96.54 "COL-W"24.00’ Lt.
P.T. 32+73.76 "OCL-6" =
O.P.O.T. 22+53.85"S-6-E" 25.54’ Lt.
P.C. 30+00.00 "OCL-3" =
O.P.O.T. 493+65.00 "SER" 24.00’ Rt.
P.T. 32+99.14 "OCL-3" =
O.P.O.T. 23+23.43 "S-6-E" 28.00’ Rt..
P.C. 15+92.72 "SI-2" =
O.P.O.T. 24+66.00 "S-6-E" 4.00’ Rt.
P.I. 30+82.64 "OCL-4"
P.I. 32+37.68 "OCL-4"
P.I. 12+14.58 "SI-1"
P.I. 10+68.27 "SI-1"
P.I. 20+92.31 "CI-1"
P.I. 21+30.50 "CI-1"
P.I. 22+29.09 "CI-1"
P.I. 23+19.24 "CI-1"
P.I. 26+94.58 "CI-1"
P.I. 26+04.43 "CI-1"
P.I. 25+39.73 "CI-1"
P.I. 24+60.20 "CI-1"
P.I. 20+51.65 "CI-1"
P.I. 31+60.98 "OCL-4"
P.I. 30+11.66 "OCL-5"
P.I. 31+87.93 "OCL-5"
P.I. 32+15.49 "OCL-5"
P.I. 30+28.17 "OCL-5"
P.I. 30+09.48 "OCL-2"
P.I. 30+32.26 "OCL-2"
P.I. 31+07.69 "OCL-2"
P.I. 31+95.80 "OCL-2"
P.I. 32+19.26 "OCL-2"
P.I. 32+37.85 "OCL-6"
P.I. 31+08.88 "OCL-6"
P.I. 11+95.17 "SI-2"
P.I. 12+84.38 "SI-2"
P.I. 12+52.09 "SI-2"
P.I. 12+94.95 "SI-2"
P.I. 13+12.03 "SI-2"
P.I. 13+70.77 "SI-2"
P.I. 31+24.28 "OCL-3"
P.I. 32+19.39 "OCL-3"
P.I. 30+52.14 "OCL-3"
S 44’ 27" E
VMS
1" = 30’
P.I. 32+86.69 "OCL-1"
P.I. 30+19.23 "OCL-1"
P.I. 30+63.86 "OCL-1"
P.I. 31+60.92 "OCL-1"
P.I. 32+02.12 "OCL-1"
P.C. 30+00.00 "OCL-1" =
O.P.O.T. 16+94.26 "S-6-E" 45.98’ Rt.
P.I. 30+18.36 "OCL-3"
P.I. 32+77.11 "OCL-4"
P.I. 30+39.98 "OCL-6"
P.T. 13+03.71 "SI-1" =
O.P.O.T. 17+17.41 "S-6-E" 2.50’ Lt.
P.I. 12+60.25 ""S1-1"
P.I. 11+92.00 "SI-1"
P.I. 11+64.56 "SI-1"
P.R.C. 11+36.21 "S1-1"
P.I. 12+00.96 "SI-1"
P.I. 21+64.39 "CI-1"
P.C.C. 11+38.35 "S1-1"
P.C. 30+00.00 "OCL-5" =
P.C. 100+00.00 "COL-W"
P.C.C. 30+43.60 "OCL-5"
P.C. 20+00.00 "CI-1"
= 19+47.58 22.44’ Lt.
P.I. 20+04.17 "CI-1" P.I. 31+26.19 "OCL-5"
P.C.C. 21+14.35 "CI-1"
P.R.C. 30+00.00 "OCL-2"
= P.T. 494+62.61 "SWR"
P.R.C. 30+10.85 "OCL-2"
P.C.C. 31+77.59 "OCL-2"
P.C.C. 23+75.35 "CI-1"
P.R.C. 24+11.13 "CI-1" P.R.C. 24+89.69 "CI-1"
P.R.C. 30+67.70 "OCL-3"
P.C.C. 30+36.31 "OCL-3"
P.O.T. 10+00.00 "SI-2" =
O.P.O.T. 24+66.00 "S-6-E" 4.00’ Lt.
P.C.C. 30+88.22 "OCL-1"
P.O.T. 30+00.00 "OCL-4" =
O.P.O.T. 16+83.58 "S-6-E" 28.00’ Lt.
P.C. 30+00.00 "OCL-6" =
O.P.O.T. 101+26.87 "COL-E" 24.00’ Rt.
P.T. 33+38.03 "OCL-1" =
O.P.O.T. 493+05.62 "SWR" 24.00’ Lt.
P.I. 25+05.84 "CI-1"
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
CITY OF CARMEL
07-08C
111
N/A
ELS
JSB JSB
260
2/12/09
"OCL-4"30+82.64 71.24’139.88’300.00’
31+60.98 9.69’19.22’60.00’
32+37.68 15.20’30.17’100.00’
"OCL-1"
"CI-1"
"OCL-6"30+39.98
31+08.88
13750.9769
13785.6550
39.98’
30.73’
78.15’
60.62’
150.00’
150.00’
"OCL-3"
"SI-2"11+95.17
12+52.09
12+84.38
12+94.95
13+12.03
13+70.77
20827.3386
20819.5182
20832.8795
20818.8108
20801.8861
20819.4632
13945.0769
13888.6013
13857.6824
13858.2939
13855.5605
13917.5245
29.04’
27.97’
4.79’
9.29’
7.85’
56.56’
"SI-1"10+68.27 68.27’136.21’798.50’
11+64.56 26.21’51.30’101.50’
11+92.00 2.36’3.01’1.50’
12+00.96 8.31’16.57’92.50’
12+14.58 5.36’6.94’3.50’
12+60.25 87.54’44.08’301.50’
"OCL-2"
"OCL-5"6.59’
31.21’
97.57’
37.78’
10.67’
3.00’
84.00’
84.00’
75.00’
5.00’
10.85’
41.71’
97.57’
35.86’
6.56’
5.00’
75.00’
84.00’
84.00’
3.00’
Line "S-6-E"
Line "OCL-4"
Lin
e
"C
OL-
W"
Lin
e
"C
OL-
E"
Line "
OC
L-6"
Line
"O
C
L-
1"
Line "CI-1"
Line "CI-1"
Line "OCL-5"
Line "OCL-2"
Lin
e
"S
WR
"
Lin
e
"S
E
R
"
Line "O CL-3"
Line "SI-2"
Line "SI-1"
100.00’32+77.11 24.46’47.98’
100.00’32+37.85 39.73’75.63’
20985.5416
20923.8922
20844.9038 13888.6767
38.45’
49.78’
20.11’
61.99’
105.16’
36.31’
31.38’
26.71’
161.74
99.80’
100.00’
60.00’
400.00’
11+36.21
11+38.35
30+11.66
30+28.17
30+43.60
31+26.19
31+87.93
32+15.49
30+19.23
30+63.86
30+88.22
31+60.92
32+02.12
32+86.69
20853.6221
20889.6785 13513.0420
20943.8484 13567.5670
20813.9858 13360.0400
20828.6365 13455.5158
20817.8780 13481.9803
20828.5290 13481.4287
13483.1646
20828.1438 13435.7357
20978.8984 13586.1265
20825.2710 13427.3725
13429.492820825.5176
20906.3506
20902.8206
20894.7661
20852.6187
20896.2300
20899.6918
13572.3891
13593.7509
13607.3304
13678.3560
13738.6710
13766.8375
20781.6482
20787.5816
20778.5222
20750.2890
20722.5346
20648.9627
13387.4395
13431.6860
13455.4321
13522.4225
13553.1331
13595.8442
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTINGRADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
P.C. 30+11.41 P.T. 31+51.29
P.C. 31+51.29 P.T. 31+70.51
P.C. 32+22.48 P.T. 32+52.65
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
P.C. 30+00.00
P.C. 30+78.15
P.T. 30+78.15
P.T. 31+38.76
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
57.99’
54.55’
6.07’
18.52’
10.04’
112.37’
408.00’
100.00’
3.00’
91.00’
5.00’
400.00’
P.C. 11+66.13
P.C. 12+24.12
P.C. 12+79.59
P.C. 12+85.66
P.C. 13+04.18
P.C. 13+14.22
P.T. 12+24.12
P.T. 12+78.67
P.T. 12+85.66
P.T. 13+04.18
P.T. 13+14.22
P.T. 14+26.59
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
P.C. 10+00.00 P.T. 11+36.21
P.C. 11+38.35 P.T. 11+89.64
P.C. 11+89.64 P.T. 11+92.66
10 15’ 48" RT P.C. 11+92.66 P.T. 12+09.23
P.C. 12+09.23 P.T. 12+16.17
P.C. 12+16.17 P.T. 13+03.71
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
P.C. 30+05.80
P.C. 30+12.38
P.C. 30+71.06
P.C. 31+68.63
P.C. 32+06.41
P.T. 30+12.38
P.T. 30+43.60
P.T. 31+68.63
P.T. 32+06.41
P.T. 32+17.08
P.C. 30+00.00
P.C. 30+10.85
P.C. 30+52.56
P.C. 31+77.59
P.C. 32+13.45
P.T. 30+10.85
P.T. 30+52.56
P.T. 31+50.13
P.T. 32+13.45
P.T. 32+20.01
27 29’ 25" LT P.C. 32+52.65 P.T. 33+00.62
43 20’ 02" LT P.C. 31+98.13 P.T. 32+73.76
29 51’ 01" LT
23 09’ 13" LT
836.00’
100.00’
60.00’
200.00’
200.00’
P.C. 30+00.00
P.C. 30+38.45
P.C. 31+50.77
P.C. 31+70.88
P.C. 32+32.87
P.T. 30+38.45
P.T. 30+88.22
P.T. 31+70.88
P.T. 32+32.87
P.T. 33+38.03
P.C. 30+00.00
P.C. 30+36.31
P.C. 31+10.70
P.C. 31+37.41
P.T. 30+36.31
P.T. 30+67.70
P.T. 31+37.41
P.T. 32+99.14
02 52’ 47" RT
00 11’ 58" LT
125 48’ 14" LT
21 17’ 24" RT
00 00’ 43" RT
66 33’ 16" LT
28 51’ 44" RT
122 18’ 40" LT
2 38’ 06" LT
28 31’ 13" RT
01 57’ 46" RT
19 12’ 12" RT
17 45’ 28" RT
30 07’ 37" RT
30+18.36
30+36.31
30+52.14
30+67.70
31+24.28
32+19.39
20672.8543
20689.6406
20704.1319
20715.9546
20758.2718
20795.4720
13765.6524
13773.0891
13779.4409
13789.9560
13827.5104
13915.5413
20 50’ 52" RT
00 53’ 33" LT
17 58’ 53" RT
00 03’ 45" LT
25 30’ 17" RT
23 10’ 02" RT
30+09.48
30+10.85
30+32.26
31+07.69
31+77.59
31+95.80
32+19.26
20749.4849
20750.2001
20751.6963
20796.5425
20754.3951
20745.1088
20742.5101
13570.0269
13579.4762
13600.8317
13662.8547
13733.8803
13749.5391
13773.4127
124 21’ 55" RT
00 19’ 15" RT
31 51’ 41" LT
66 33’ 16" RT
00 00’ 57" LT
24 27’ 26" LT
125 22’ 30" RT
51.80’
51.80’
59.00’
30.00’
43.00’
116.00’
51.80’
59.00’
30.00’
43.00’
116.00’
P.C. 20+35.79
P.C. 20+66.56
P.C. 21+14.35
P.C. 21+45.87
P.C. 22+04.97
P.C. 22+48.93
P.C. 24+11.13
P.C. 24+89.69
P.C. 25+21.21
P.C. 25+80.31
P.C. 26+24.27
P.T. 20+66.56
P.T. 21+14.35
P.T. 21+45.87
P.T. 21+79.05
P.T. 22+48.93
P.T. 23+75.35
P.T. 24+89.69
P.T. 25+21.21
P.T. 25+54.39
P.T. 26+24.27
P.T. 27+50.69
20+04.17
20+51.65
20+92.31
21+14.35
21+30.50
21+64.39
22+29.09
23+19.24
23+75.35
24+11.13
24+60.20
24+89.69
25+05.84
25+39.73
26+04.43
26+94.58
20851.1071
20875.3379
20872.9054
20851.5073
20837.0806
20802.5000
20776.0405
20831.3672
20799.9179
20781.9145
20756.8746
20797.6539
20812.0807
20846.6612
20873.1207
20817.7940
13618.1981
13577.3651
13535.8345
13521.5160
13514.2666
13516.6424
13579.8866
13656.4043
13719.2862
13750.2106
13792.4073
13819.6947
13826.9440
13824.5683
13761.3241
13684.8064
04 06’ 51" RT
34 02’ 14" LT
52 51’ 35" LT
07 06’ 33" LT
30 36’ 33" LT
63 22’ 01" LT
58 34’ 20" LT
62 26’ 25" RT
03 38’ 08" RT
00 28’ 43" RT
86 53’ 49" LT
07 06’ 33" LT
30 36’ 33" LT
63 22’ 01" LT
58 34’ 20" LT
62 26’ 25" RT
20842.0814
13440.5867
19.23’
25.42’
10.15’
31.24’
53.83’
5.86’
15.79’
55.13’
19.30’
9.08’
18.36’
15.82’
13.58’
81.99’
9.48’
21.41’
55.13’
18.21’
5.81’
31.63’
15.85’
25.75’
16.15’
18.52’
24.12’
70.31’
49.07’
16.15’
18.52’
24.12’
70.31’
30.77’
47.79’
31.52’
33.18’
43.96’
126.42’
78.56’
31.52’
33.18’
43.96’
126.42’
aedwards 9:25:41 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TIE02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
CARMEL DRIVE & KEYSTONE PARKWAY
INTERCHANGE GEOMETRIC TIE-UP
P.O.T. 30+00.00 "OCL-14" =
O.P.O.T. 47+49.39 "S-16-E", 24.00’ Lt.
P.O.T. 30+00.00 "OCL-11" =
O.P.O.T. 47+55.01 "S-16-E", 32.00’ Rt.
P.T. 32+71.81 "OCL-11" =
O.P.O.T. 116+54.53 "COL-W", 24.00’ Lt.
P.C. 30+00.00 "OCL-13" =
O.P.O.T. 117+40.75 "COL-E", 24.00’ Rt.
P.O.T. 33+43.39 "OCL-16" =
O.P.O.T. 53+30.00 "S-16-E", 25.00’ Lt.
P.C. 30+00.00 "OCL-16" =
O.P.O.T. 517+35.22 "NER", 24.00’ Rt.
P.O.T. 33+73.15 "OCL-13" =
O.P.O.T. 53+80.00 "S-16-E", 21.71’ Rt.
P.I. 30+55.21 "OCL-14"
P.I. 31+80.61 "OCL-14"
P.I. 31+50.37 "OCL-11"
P.I. 31+30.52 "OCL-12"
P.I. 30+81.03 "OCL-13"
P.I. 31+45.51 "OCL-13"
P.I. 10+26.59 "SI-12"
P.I. 12+21.06 "SI-12"
P.I. 10+84.73 "SI-12"
P.I. 33+18.62 "OCL-16"
P.I. 31+25.90 "OCL-16"
P.I. 32+08.00 "OCL-15"
P.I. 31+88.11 "OCL-15"
P.I. 31+11.73 "OCL-15"
P.I. 30+05.47 "OCL-15"
P.I. 32+11.74 "OCL-12"
P.I. 23+04.46 "CI-2"
O.P.O.T. 48+99.60 "S-16-E", 17.74’ Rt.
O.P.O.T. 51+31.83 "S-16-E", 18.82’ Lt.
N 57’ 15" E
VMS
P.I. 14+31.25 "SI-11"P.I. 12+97.72 "SI-11"
P.I. 13+32.91 "SI-11"
P.I. 12+43.15 "SI-11"
P.I. 30+07.00 "OCL-12"
P.O.T. 10+00.00 "SI-12" =
O.P.O.T. 53+25.00 "S-16-E", 7.00’ Rt.
P.I. 11+22.13 "SI-12"
P.I. 26+89.03 "CI-2"
P.I. 12+72.08 "SI-11"
P.I. 12+81.75 "SI-11"
P.I. 11+35.00 "SI-11"
P.I. 30+29.09 "OCL-11"
P.I. 31+04.69 "OCL-11"
P.I. 32+34.55 "OCL-13"
P.I. 30+32.68 "OCL-12"
P.I. 11+61.26 "SI-12"
P.I. 11+37.17 "SI-12"
P.O.T. 10+00.00 "SI-11" =
O.P.O.T. 45+55.00 "S-16-E", 8.35’ Rt.
Equ.:
P.O.T. 16+39.53"SI-11" (BK) =
P.O.T. 10+44.56"SI-11" (AH)
P.I. 15+76.41 "SI-11"
P.I. 15+88.19 "SI-11"
P.I. 32+66.07 "OCL-11"
P.I. 32+24.47 "OCL-11"
P.I. 30+32.39 "OCL-13"
P.I. 30+11.68 "OCL-16"
P.I. 30+53.15 "OCL-16"
P.I. 32+06.76 "OCL-14"
P.I. 32+29.93 "OCL-14"
P.O.T. 32+42.71 "OCL-14" =
O.P.O.T. 516+40.04 "NWR", 24.00’ Lt.
1" = 30’
P.I.15+66.41 "SI-11"
P.I. 31+16.61 "OCL-14"
P.C.C. 30+06.41 "OCL-15"
P.C.C. 31+67.24 "OCL-16"
P.I. 32+68.61 "OCL-16"
P.C.C. 32+31.86 "OCL-16"
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
CITY OF CARMEL
07-08C
112
N/A
ELS
JSB JSB
260
2/12/09
"OCL-16"
21+05.29
23+04.46
24+89.67
26+89.03
22788.8407
22801.8614
22787.2052
22773.8095
13755.0695
13769.2905
13818.1834
13803.5996
74.95’
94.23’
75.61’
95.41’
179.88’
171.41’
179.56’
173.19’
43.00’
166.00’
43.00’
166.00’
10+26.59
10+84.73
11+22.13
11+37.17
11+61.26
12+21.06
22788.9954
22783.5759
22805.5571
22786.6979
22764.7043
22780.9667
14069.5438
14011.6266
13978.1166
13976.5628
13965.9911
14033.6417
23.14’
35.03’
5.05’
13.88’
10.53’
59.05’
"OCL-12"
"OCL-5"30+05.47
31+11.73
31+88.11
32+08.00
22842.5984
22809.8185
22871.1127
22878.7210
13689.6736
13795.4981
13862.2286
13880.9190
5.47’
77.02’
13.59’
6.59’
30+07.00
30+32.68
31+30.52
32+11.74
22694.7056
22698.9758
22765.9930
22738.7185
13674.4411
13704.3079
13777.5023
13868.4898
7.00’
23.17’
76.07’
7.13’
Line "OCL-14"
Line "S-16-E"Line "S-16-E"
Line "CI-2"
Line "OCL-12"
Line "OCL-15"
Line "
OC
L-16"
Line "OCL-13"
Line
"E"
Lin
e
"C
OL-
E"
Lin
e
"COL-
W"
Lin
e
"NWR"
Line
"NER"
"SI-11"
"OCL-14"
"OCL-11"
"CI-2"
"SI-12"
"OCL-13"
Line "SI-12"
Li
ne "
O
CL-
1
1
Line "SI-11"
12+43.15 22,779.5952 13569.2941 28 02’ 45" RT
34’ 35" LT
12 52’ 22" RT
14’ 15" LT
9 53’ 41" RT
00’ 03" LT
00’ 03" LT
24.98’
48.95’100.00’
P.C. 12+18.18
12+67.13
12+73.28
12+90.13
13+00.02
15+68.91
15+80.69
P.T. 12+67.13
12+73.28
12+90.13
13+00.02
13+65.64
15+80.69
15+92.47
22755.5843
22714.2420
22679.5316
22608.5950
22566.2151
13555.2641
13620.4143
13650.2790
13674.6919
13673.3747
29.09’
7.43’
38.36’
36.66’
5.75’
56.62’
14.74’
75.81’
72.51’
11.49’
100.00’
50.00’
200.00’
200.00’
200.00’
30+32.39
30+81.03
31+45.51
32+34.55
22667.0323
22705.2094
22735.6153
22764.9486
13836.1111
13869.5729
13926.8928
14010.9893
32.39’
18.37’
4.57’
84.49’
100.00’
100.00’
60.00’
500.00’
30+55.21
31+16.61
31+80.61
32+06.76
32+29.93
22811.5661
22835.4137
22876.2709
22898.6504
22920.4414
13575.7142
13633.8089
13683.2260
13697.2719
13705.3490
55.21’
7.59’
16.11’
10.31’
12.93’
109.02’
15.07’
31.95’
20.55’
25.71’
280.00’
50.00’
100.00’
100.00’
100.00’
30+11.68
30+53.15
31+25.90
32+68.61
33+18.62
23001.0883
22959.6432
22893.4505
22809.4947
22813.0008
13870.8519
13873.2419
13905.2364
14023.3708
14076.3356
11.68’
29.83’
43.69’
36.75’
16.33’
23.32’
58.90’
85.02’
70.44’
32.65’
150.00’
150.00’
150.00’
100.00’
500.00’
11+35.00 13461.1355 22779.5091 00 19’ 55" RT
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
P.C. 20+30.34
P.C. 22+10.23
P.C. 24+14.06
P.C. 25+93.62
P.T. 22+10.23
P.T. 23+81.64
P.T. 25+93.62
P.T. 27+66.81
46.25’
67.39’
6.21’
27.44’
11.27’
117.56’
500.00’
100.00’
3.00’
75.00’
5.00’
500.00’
P.C. 10+03.45
P.C. 10+49.70
P.C. 11+17.08
P.C. 11+23.29
P.C. 11+50.73
P.C. 11+62.01
P.T. 10+49.70
P.T. 11+17.08
P.T. 11+23.29
P.T. 11+50.73
P.T. 11+62.01
P.T. 12+79.56
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
RADIUS
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE END
STATION
CURVE BEGIN
STATIONSTATIONNORTHINGEASTING
6.41’
139.80’
26.89’
9.22’
3.00’
134.00’
75.00’
5.00’
P.C. 30+00.00
P.C. 30+34.71
P.C. 31+74.52
P.C. 32+01.41
P.T. 30+06.41
P.T. 31+74.52
P.T. 32+01.41
P.T. 32+10.62
9.50’
44.95’
138.37’
7.04’
5.00’
75.00’
134.00’
3.00’
P.C. 30+00.00
P.C. 30+09.50
P.C. 30+54.45
P.C. 32+04.61
P.T. 30+09.50
P.T. 30+54.45
P.T. 31+92.82
P.T. 32+11.65
12+72.08
12+81.75
12+97.72
13+32.91
15+76.41
15+88.19
22765.5452
22778.9570
22794.5759
22787.5878
22,794.0504
22,779.0502
13595.7175
13595.8169
13599.5082
13559.6341
13,316.1302
13,316.1422
117
113
90
90
4.95’
8.46’
7.59’
32.89’
7.50’
7.50’
6.16’
16.85’
9.88’
65.62’
11.78’
11.78’
3.00’
75.00’
5.00’
380.00’
7.50’
7.50’
P.C.
P.C.
P.C.
P.C.
P.C.
P.C.
P.T.
P.T.
P.T.
P.T.
P.T.
P.T.
30+29.09
31+04.69
31+50.37
32+24.47
32+66.07
32 26’ 37" RT
16 53’ 37" RT
21 43’ 04" RT
20 46’ 17" RT
3 17’ 27" RT
P.C. 30+00.00
P.C. 30+97.27
P.C. 31+12.01
P.C. 31+87.82
P.C. 32+60.32
P.T. 30+56.62
P.T. 31+12.01
P.T. 31+87.82
P.T. 32+60.32
P.T. 32+71.81
35 53’ 51" RT
20 49’ 18" RT
8 42’ 54" RT
19 11’ 00" RT
62.65’
36.34’
9.13’
167.41’
P.C. 30+00.00
P.C. 30+62.65
P.C. 31+40.93
P.C. 31+50.06
P.T. 30+62.65
P.T. 30+98.99
P.T. 31+50.06
P.T. 33+17.47
22 18’ 29" LT
17 15’ 56" LT
18 18’ 12" LT
11 46’ 32" LT
14 43’ 55" LT
P.C. 30+00.00
P.C. 31+09.02
P.C. 31+64.50
P.C. 31+96.45
P.C. 32+17.00
P.T. 31+09.02
P.T. 31+24.08
P.T. 31+96.45
P.T. 32+17.00
P.T. 32+42.71
8 54’ 23" LT
22 29’ 48" LT
32 28’ 35" LT
40 21’ 23" LT
3 44’ 29" RT
P.C. 30+00.00
P.C. 30+23.32
P.C. 30+82.21
P.C. 32+31.86
P.C. 33+02.29
CURVE BEGIN
STATION
P.T. 30+23.32
P.T. 30+82.21
P.T. 31+67.24
P.T. 33+02.29
P.T. 33+37.9414+31.25 13461.1355 22787.5091 02 49’ 08" RT
15+66.41 13326.1303 22794.0485 02 35’ 35" LT
30+06.41 13694.8931 22840.9788 00 01’ 48" LT
31+67.24 22870.4767 13942.3954 05 29’ 31" RT
32+31.86 22831.3900 13993.8557 00 38’ 57" LT
aedwards 9:25:51 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TIE03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS AJE
JSB JSB
INTERCHANGE GEOMETRIC TIE-UP
N/A
1"=60’
P.O.T. 488+00.00 "SWR" =
O.P.O.T. 488+00.00 "E", 54.42’ Lt.
P.C. 493+27.58 "SWR"
P.T. 494+62.61 "SWR"
P.I. 493+97.78 "SWR"
P.O.T. 488+50.00 "SER" =
O.P.O.T. 488+50.00 "E", 64.42’ Rt.
P.C. 493+78.11 "SER"
P.T. 494+56.27 "SER"
P.I. 494+19.27 "SER"
P.C. 100+00.00 "COL-W"
P.I. 101+93.65 "COL-W"
P.I. 104+29.58 "COL-W"
P.I. 111+13.16 "COL-W"
P.T. 117+88.21 "COL-W"
P.C. 100+00.00 "COL-E"
P.T. 118+58.13 "COL-E"
P.C. 515+44.65 "NWR"
P.T. 516+21.63 "NWR"
P.C. 515+96.79 "NER"
P.T. 522+50.00 "NER" =
O.P.O.T. 522+50.00 "E", 54.42’ Rt.
P.O.T. 522+50.00 "NWR" =
O.P.O.T. 522+50.00 "E", 54.42’ Lt.
P.I. 100+41.25 "COL-W" =
O.P.O.C. 496+53.85 "E", 64.46’ Lt.
P.I. 515+85.16 "NWR" =
O.P.O.T. 515+81.12 "E", 54.42’ Lt.
P.I. 516+56.83 "NER" =
O.P.O.T. 516+50.97 "E", 54.42’ RT.
P.T. 517+11.01 "NER"
N 5 36’ 21" E
N 3 53’ 59" E
N 1 46’ 01" E
N 1 46’ 01" E
N 0 24’ 47" E N 5 23’ 52" E
N 61 03’ 05" E
N 49 42’ 37" E N 5 36’ 21" E
N 38 01’ 21" W
N 5 36’ 21" E
S
8
9
4
4
’
2
7
"
E
N
8
9
5
7
’
1
5
"
E
P.I. 491+49.00 "SER"
(No Curve Run)P.I. 492+49.02 "SER"
(No Curve Run)
P.C. 495+72.71 "E"
P.R.C. 100+78.24 "COL-W"
P.I. 100+54.20 "COL-E" =
O.P.O.T. 496+59.35 "E", 52.34’ Rt.
P.C.C. 101+04.02 "COL-E"
P.C.C. 103+09.06 "COL-W"
(No Curve Run)
P.C.C. 105+50.09 "COL-W" =
(No Curve Run)
P.I. 505+09.42 "E"
P.T. 514+44.63 "E"
P.I. 118+13.78 "COL-E" =
O.P.O.C. 514+28.16 "E", 52.34’ RT.
P.C.C. 117+61.00 "COL-E"
P.I. 117+33.58 "COL-W" =
O.P.O.C. 513+45.25 "E",52.50’ LT.
P.R.C. 116+75.91 "COL-W"
P.I. 109+33.03 "COL-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
113
CITY OF CARMEL
07-08C
260
2/12/09
RADIUS
STATION NORTHING EASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
RADIUS
STATION NORTHING EASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
RADIUSSTATIONNORTHINGEASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
RADIUS
STATION NORTHING EASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
RADIUS
STATION NORTHING EASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
RADIUS
STATION NORTHING EASTING
REF.
LINE
TANGENT
LENGTH
ARC
LENGTH
CURVE BEGIN
STATION
CURVE END
STATION
510+00505+00 515+00 520+00
490+00 495+00 500+00 505+00
Line "E"
Line "E"
Line "SWR"
Line "SER"
Line "NWR"
Line "NER"
Line "COL-W"
Line "COL-E"
Line "COL-E"
Line "COL-W"
Lin
e
"S
-
6
-
E
"
L
i
n
e
"
S
-
1
6
-
E
"
Line "E"
100+41.25
101+93.65
104+29.58
111+13.16
117+33.58
20943.6390
21100.2928
21335.9214
22018.8512
22637.1034
13609.9219
13610.8977
13621.2030
13648.2759
13703.8363
41.25’
115.41’
120.52’
563.07’
57.67’
78.24’
230.81’
241.03’
1125.82’
112.30’
100.00’
19163.01’
19133.37’
19151.01’
200.00’
P.C. 100+00.00
P.C. 100+78.24
P.C. 103+09.06
P.C. 105+50.09
P.C. 116+75.91
P.T. 100+78.24
P.T. 103+09.06
P.T. 105+50.09
P.T. 116+75.91
P.T. 117+88.21
100+54.20
109+33.03
118+13.78
20948.6443
21831.8316
22709.7184
13726.7447
13733.1122
13816.0613
54.20’
829.01’
100.00’
P.C. 100+00.00
P.C. 101+04.02
P.C. 117+61.00
P.T. 101+04.02
P.T. 117+61.00
P.T. 118+58.13
493+97.78 20,687.2955 13,619.8376 70.20’135.03’200.00’P.C. 493+27.58 P.T. 494+62.61
494+19.27 20,708.7820 13,740.7427 41.15’78.16’100.98’P.C. 493+78.11 P.T. 494+56.27
515+85.16 22,872.3274 13,724.7418 44 06’ 16" LT 40.51’76.98’100.00’P.C. 515+44.65 P.T. 516+21.63
516+56.83 22,931.2089 13,839.8776 60.04’ 114.22’150.00’P.C. 515+96.79 P.T. 517+11.01
"SWR"
"SER"
"COL-W"
"COL-E"
"NWR"
"NER"
104.02’
1656.98’
97.13’
150.00’
19046.18’
100.00’
aedwards 9:26:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.TIE04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
EROSION CONTROL DETAILS
VMS
ELS
MJM
JSB
1" = 30’
N/A
12
" RCP
12
" RCP
Ex. Con
c
. Ditc
h
I
12" RCP
60" PIPE
Pipe
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
114
CITY OF CARMEL
07-08C
260
2/12/09
470+00 475+00
Line "E"
Keystone Parkway
ST
CDRR
DIP
CDRR
Storage Capacity = 6767 cft
Spillway Height = 2’-0"
Spillway length = 13’-0"
CDRR
DIP
CDRR
480+00 485+00
DIP
Keystone Parkway
DIP
795
800 800
800
800
800
800
800
800
800
800
800
800 800 800
800
800
800
805
805
805
805
805
805
805
805
805
805
805
805
805
805 805 805
805
805
805
805
805
805
8
0
5
810
810
810
810
810
810
815
815
1
2
"
R
C
P
1
2
"
R
C
P
Ex
.
C
o
n
c
.
Dit
c
h
8
0
0
.
4
0
12
"
R
C
P
6
0
" P
IP
E
P
ip
e
790
790
790
790
790
790
7
95
795
795
795795
795795
795
795
795
795
795
795
795 795
795 795 795 795 795
795795
795
795
7
95
795
795
795
795
795
795 795
795
795
800800
800
800
800
800
800
800
800
800
800
800
800
800
800 800
8
0
0
aedwards 9:26:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
EROSION CONTROL DETAILS
MJM
JSB
VMS
ELS
1" = 30’
N/A
PC Sta. 100+00.00
PC Sta. 100+00.00
15" RCP
12
" RCP
6" CMP
24" RCP 24" RCP
24" RCP
18" RCP
18" RCP
I I
I
PP
2
4"
RCP
24" RCP
Ex. Conc. Ditch
12" RCP
12" RCP
15" RCP
12" RCP
Ex. Conc. Ditch
3
6" CMP
12" RCP
I
III
I
I
P
VCSHORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
of
DESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
RECOMMENDED
FOR APPROVAL
DATE
115
CITY OF CARMEL
07-08C
260
2/12/09
2
0
+
0
0
490+00 495+00
Line "E"
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
1
1
6
t
h
S
t
r
e
e
tLin
e
"S
-
6
-
E"
DIP
500+00 505+00
Keystone Parkway
DIP
CIP
CIP CIP CIP
DIP
CIP
CIP CIPCIP CIP
D
D
810
810
810
810
810
810
810
810
810
810
810
810
810
810810
815
815
815 815 815 815
815
815
815
815
815
815
815
815
815
815815
815
8
15
8
2
0
820820820
820
820
820
820
820820820
820
820
820
825
825 825
F
P
RTRT
RT
RT
810
815
815
8
15
815
815
820
820
820
820
820
820
820
820
820
820
820 820
820
820
820
820
820
820
820
820
820
820 820
820
820
820
820
820
820
820
820820
820
820
8
2
0
820
820
820820
820 820
820
820
820
820
8
2
0
825
825 825
825
825
825
825
D
T
R
aedwards 9:26:36 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
EROSION CONTROL DETAILS
MJM
JSB
VMS
ELS
1" = 30’
N/A
C
O
M
M
O
N
A
R
E
A
15" VCP
18
"
R
CP
(
Sa
n)
18"
RCP
(San
)
15" VCP
5
0
+
0
0
10" VCP (San)10" VCP (San)
I
I
I
I
V
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
116
CITY OF CARMEL
07-08C
260
2/12/09
Line "E"
Keystone Parkway
510+00
515+00
C
a
r
m
e
l
D
r
i
v
e
C
a
r
m
e
l
D
r
i
v
e
L
i
n
e
"
S
-
1
6
-
E
"
DIP
DIP
520+00
CDRR
CIP
CIP CIP
CIP
CIP CIP
CIP
CIP
DIP
DIP
S
S
12
"
R
C
P
24" RCP
7
2" CMP
Ex. Conc. Ditch
15" VCP
1
8
"
R
C
P
(
S
a
n
)
1
8
"
R
C
P
(
S
a
n
)
D S
S42" R C P 15" R
CP
15" VCP
810 810
815
815
815
815
815
8
15
815
815815
815
8
15
820
820
820
820
820
820
820
820
820
820
820
820
820
820
820
820
820
820
820 820
825
825
825
825
825
825
825
825
825
825 825
825
825
825
825
825
825
825 825
825
825
825
825
825
825
825
825
825
825
82
5
830
830
830
RT
RT
825
825
825825
825
825
825
830
830
830
830
830
830 830
830
830
830
830
830
830
830
830
8
30
8
3
5
S
S
S
S24
" RCP
12
"
R
C
P
12" R
CP 15" RCP
24" RCP
15" VCP15" VCP
8" PVC
1
2
"
V
C
P
15" VCP
15" VCP
36" CMP
10" VCP (San)10" VCP (San)
S
S
RT
RT
RT
RT
RT
aedwards 9:26:55 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
EROSION CONTROL DETAILS
825
MJM
JSB
VMS
ELS
1" = 30’
N/A
I
15" VCP
15" VCP
L
O
T
2
0
9
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
117
CITY OF CARMEL
07-08C
260
2/12/09
525+00 530+00
Line "E"Line "E"
Keystone Parkway
Storage Capacity = 750 cft
Spillway Height = 1’-6"
Spillway length = 12’-6"
Storage Capacity = 2083 cft
Spillway Height = 2’-6"
Spillway length = 12’-6"
ST
ST
CDRR
CDRR
ST
CDRR
Storage Capacity = 521 cft
Spillway Height = 2’-0"
Spillway length = 12’-6"
CDRR
DIP
535+00
Keystone Parkway
Line "E"
540+00
S
S
S
S
8
2
0
825
825
825 825 825
825
825
825
825
825
825
825
825
825
830
830
830
830830830830830830830
830 830 830
830
830
830
830
830
830
830
830830830
830
830
830 830 830 830 830 830 830
830
830830
8
3
0
830 830
8
3
5
830
830
830 830830830830
830
830830
830830
835
835
835
835
835
835
835
835
835
835
835
835
835835
835
835
835 835835
835
835
8
3
5
S
aedwards 9:27:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
EROSION CONTROL DETAILS
1" = 30’
MJM
JSB
VMS
ELS
N/A
8
" P
VC (
Sa
n)
8" PVC (San
)
8" PVC (San)8" PVC (San)
8" PVC (San)
8" PVC
(S
a
n)
8" PVC (San)
6
"
P
VC
(
S
a
n
)
VCSVCS VCSVCS
VCS VCSVCS VCSVCSVCSVCSVCS
LOT 397
6" PVC (San)
8
"
PVC
(San
)
FP
VCS VCSVCSVCS
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
118
CITY OF CARMEL
07-08C
260
2/12/09
Lin
e
"E
"
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
116th Street
116th Street
20+00
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
n
e
W
a
y
15+00
Line "S-6-E"
116th Street116th Street
P
o
in
t
e
D
r
iv
e
4
9
5
+
0
0
B
u
t
t
o
n
w
o
o
d
D
r
iv
e
M
a
n
o
r
D
r
iv
e
25+0020+00
CIP CIP
CIP
DIP
CIPCIP
DIP
CIP
CIP
CIP
CIP
S
D
D
S
S
S
D
815
820
820820
820
8
2
0
820
8
20
820
820
820
8
2
5
RT
RT
WVWV
WV
S
D
D
D
D
D
D
D
D
D
D
805
8
05
810
8
1
0
810
8
15
815
8
1
5
815
815
815
815
815
820
820
82
0
825
8
2
5 825
ACACAC
AC AC
ACACAC
ACAC
FP
FP
FP
FP
TR
RT
RT
RT
RT
aedwards 9:27:27 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
EROSION CONTROL DETAILS
1" = 30’
MJM
JSB
VMS
ELS
N/A
8" VCP (San)
8" PVC
(S
a
n)
10" VCP (San)
8" VCP (San)
8"
V
CP (San)
10" VCP (San)
10" VCP (S
a
n)
8" VCP (San)
VCS
VCS VCSVCS
8
" VCP
(San
)
8" VCP (San)
VCSVCSVCSVCS
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
119
CITY OF CARMEL
07-08C
260
2/12/09
Ke
y
s
t
o
n
e
P
a
rkw
a
y
Carmel Drive
50+00
K
e
y
s
t
o
n
e
W
a
y
45+00
55+0050+00
Line "S-16-E"
Carmel Drive
Line "S-16-E"
Ke
y
s
t
o
n
e
P
a
rkw
a
y
Lin
e
"E"
Ke
y
s
to
n
e
P
a
rk
wa
y
Lin
e
"E"
Ke
ys
to
n
e
P
a
rk
wa
y
W
a
t
e
r
f
o
r
d
L
a
n
e
CIP
CDRR
DIP
CIP
CIP
CIP
DIP
DIP
D
SS SS
S
S
S
8
2
5
825
830
830
830
RT
RT
RT
S
S
D
8
2
0
820
8
2
0
820
8
2
0
820
820
820
825
8
25
825
8
2
5
825
825
825
825
825
825825
830
830
835
RT
RT
aedwards 9:27:45 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
GCDRRPerimeter ProtectionPP
Ditch Inlet ProtectionDIP
CIP
CDSB Check Dam Straw Bales
Curb Inlet Protection
ST Sediment Trap
18" Filter Tube
Check Dam Revetment Riprap
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
120EROSION CONTROL TABLE
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
ILT
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
IP
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
IM
E
N
T
T
R
A
P
(TON)(ft)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
IX
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
IZ
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
EACH EACH
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
ILT
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
IP
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
IM
E
N
T
T
R
A
P
(TON)(ft)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
IX
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
IZ
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
EACH
LOCATION
STATION TO STATION
T
E
M
P
O
R
A
R
Y
S
ILT
F
E
N
C
E
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
S
S
T
R
A
W
B
A
L
E
S
(ft)
T
E
M
P
O
R
A
R
Y
C
H
E
C
K
D
A
M
R
E
V
E
T
M
E
N
T
R
IP
R
A
P
(TON)
T
E
M
P
O
R
A
R
Y
S
E
D
IM
E
N
T
T
R
A
P
(TON)(ft)
S
P
L
A
S
H
P
A
D
R
I
P
R
A
P
(TON)
S
E
E
D
M
IX
T
U
R
E
,
T
(lb)
M
U
L
C
H
I
N
G
M
A
T
E
R
I
A
L
(TON)
F
E
R
T
I
L
IZ
E
R
(TON)
T
E
M
P
O
R
A
R
Y
D
I
T
C
H
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
EACH
EROSION CONTROL TABLEEROSION CONTROL TABLEEROSION CONTROL TABLE
CITY OF CARMEL
07-08C
260
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
EACH
T
E
M
P
O
R
A
R
Y
C
U
R
B
I
N
L
E
T
P
R
O
T
E
C
T
IO
N
EACH
BCF
BCFELS
ELS
F
I
L
T
E
R
T
U
B
E
,
1
8
I
N
.
F
I
L
T
E
R
T
U
B
E
,
1
8
I
N
.
F
I
L
T
E
R
T
U
B
E
,
1
8
I
N
.
2/12/09
Line "E"
470+97 1
473+61 18
474+02 7
477+94 5
478+95 1
479+59 6
481+50 1
482+25 8
483+03 40
486+43 17
486+96 1
493+02 1
497+08 1
498+10 1
498+46 1
498+96 1
499+47 1
499+94 1
500+44 1
501+11 1
501+66 1
501+66 1
503+14 1
507+63 1
507+98 1
507+99 1
508+63 2
509+20 1
509+63 1
512+12 1
512+14 1
512+87 1
517+50 1
517+96 1
522+74 5
524+29 5
525+68 5
525+87 16
526+07 16
526+21 12
527+03 5
528+48 7
532+96 1
Line "S-6-E"
16+21 1
16+75 1
17+56 19+01 196
18+02 18+92 221
21+43 1
22+00 22+69 77
22+33 1
22+69 1
23+00 1
23+11 1
25+00 1
25+98 1
26+86 1
26+88 1
Line "S-16-E"
45+46 46+16 86
46+11 1
46+17 1
46+78 1
47+82 48+74 131
51+22 52+73 310
51+35 53+99 279
52+62 1
53+94 1
54+08 11
55+20 1
55+57 1
TOTAL:1300 64 62 57 17 30
aedwards 9:27:53 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.EC08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750750
RETAINING WALL "A" DETAILS
AJE
PLAN
ELEVATION
490+00489+00488+00 491+00 492+00 493+00
NOTES:
Keystone Parkway
T
T
GV
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
CITY OF CARMEL
07-08C
121
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
F.F. Retaining Wall "A"
Begin Retaining Wall
488+00.00 "E"
46.00’ LT.
1354’-7 116"
490’-0"
1354’-7 116"
772’-8 38"
Line "E"
Line "SWR"
App. Ex. L.A. R/W
Ex. Easem
ent Ex. Easement
Ex. Ea
se
m
ent
Ex. Easem
ent
E
x.
E
a
s
e
m
e
n
t
E
x.
E
a
s
e
m
e
n
t
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
110’-0"140’-0"160’-0"
635’-23
8"
Top of Coping
El. 818.46Top of Coping
El. 817.44
Top of Coping
El. 815.70
Top of Coping
El. 814.17Top of Coping
El. 812.87
Top of Coping
El. 811.79Top of Coping
El. 810.94
Top of Coping
El. 810.30
Top of Coping
El. 809.89
Top of Coping
El. 809.70Top of Coping
El. 809.62
Begin Retaining Wall
Top of Coping
El. 809.54
27’-615
16"
Top of Leveling
Pad El. 805.50 Top of Leveling
Pad El. 803.00 Top of Leveling
Pad El. 798.00
Top of Leveling
Pad El. 800.50
Edge of Proposed Shoulder
aedwards 9:28:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETA.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
AJE
RETAINING WALL "A" DETAILS
760
770
780
790
800
810
820
830
840
850
860
750
760
770
780
790
800
810
820
830
840
850
860
750
PLAN
ELEVATION
495+00494+00493+00 496+00 497+00 498+00 499+00
NOTES:
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
T
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
CITY OF CARMEL
07-08C
122
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
Turning Point
495+72.71 "E"
46.00’ LT.
1354’-7 116"
581’-10 9
16"772’-8 3
8"
635’-2 3
8"503’-0"
80’-0"
F.F. Retaining Wall "A"
R=19,144.59’
App. Ex. L.A. R/W
App. Ex. L.A. R/W
Ex. Easement
Ex. Easement
Ex. Easement
App. Ex. R/W
L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
110’ L.A. R/W A.C.L.
Line "E"
Line "COL-W"
Line "SWR"
Lin
e
"S
-
6
-
E
"
A
p
p
.
S
e
c
t
io
n
Lin
e
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
See Bridge Plans for End Bent Pile Locations.
G
VGV
G
V
G
V
80’-0"100’-0"490’-0"
77’-31
2"
216’-411
16"503’-0"
1354’-71
16"
2’-7"4’-815
16"
Top of Coping
El. 820.34
Top of Coping
El. 820.70
Top of Coping
El. 821.29
Top of Coping
El. 821.88
Top of Coping
El. 821.94
Top of Coping
El. 823.39
Top of Coping
El. 816.44
Top of Coping
El. 816.44
Top of Coping
El. 816.44
Top of Coping
El. 823.71
Top of Coping
El. 821.25
Top of Coping
El. 821.16Top of Coping
El. 819.33
Top of Coping
El. 818.46 Top of Coping
El. 816.44
Top of Coping
El. 816.44
Top of Coping
El. 816.44Top of Coping
El. 816.44
1’-71
16"27’-615
16"
Top of Leveling
Pad El. 798.00
Top of Leveling
Pad El. 800.50
Top of Leveling
Pad El. 803.00
Edge of Proposed ShoulderTurning Point
aedwards 9:28:24 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETA.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "A" DETAILS
AJE
A
A
NOTES:
WV
WV
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
CITY OF CARMEL
07-08C
123
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750750
PLAN
ELEVATION
500+00499+00 501+00
End Retaining Wall
501+53.19 "E"
46.00’ LT.
F.F. Retaning Wall "A"
1354’-7 116"
1354’-7 116"
80’-0"
581’-10 916"
R=19,144.59’
App. Ex. L.A. R/W
Ex. Easement
App. Ex. R/W
App. Ex. R/W
Line "COL-W"
Line "E"
Keystone Parkway
110’ L.A. R/W A.C.L.
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
GV
44’-71
16"80’-0"70’-0"80’-0"
503’-0"
End Retaining Wall
Top of Coping
El. 821.25
Top of Coping
El. 821.00
Top of Coping
El. 820.78
Top of Coping
El. 820.56
Top of Coping
El. 820.34
Top of Coping
El. 820.20
Top of Coping
El. 820.34
4’-71
16"
Top of Leveling
Pad El. 805.50
Top of Leveling
Pad El. 808.00
Top of Leveling
Pad El. 810.50
Top of Leveling
Pad El. 813.00
aedwards 9:28:37 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETA.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "B" DETAILS
AJE
NOTES:
WV
T
T
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
CITY OF CARMEL
07-08C
124
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750 750
Turning Point
495+72.71 "E"
46.00’ RT.
F.F. Retaining Wall "B"
PLAN
ELEVATION
500+00 499+00 498+00 497+00 496+00
485’-558"
495+00
Begin Retaining Wall
500+59.35 "E"
46.00’ RT.1158’-2 1
8"
672’-8 1
2"
1158’-2 18"
500’-0"
R=19,052.59’
App. Ex. L.A. R/W
Ex. Easement
Ex. Easement
L.A. R/W A.C.L.
Line "E"
Line "COL-E"
Keystone Parkway
A
p
p
.
S
e
c
t
io
n
Lin
e
1
1
6
t
h
S
t
r
e
e
t
L
in
e
"S
-
6
-
E
"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
110’-0"70’-0"80’-0"70’-0"30’-0"
424’-1716"217’-10516"
1158’-2 8
Top of Coping
El. 822.18
Top of Coping
El. 821.97
Top of Coping
El. 821.51
Top of Coping
El. 820.96Top of Coping
El. 820.39
Top of Coping
El. 819.26
Top of Coping
El. 819.82Top of Coping
El. 818.85
Top of Coping
El. 818.62
Begin Retaining Wall
Top of Coping
El. 818.58
35’-0"
Top of Leveling
Pad El. 808.10 Top of Leveling
Pad El. 805.60 Top of Leveling
Pad El. 803.10 Top of Leveling
Pad El. 800.60 Top of Leveling
Pad El. 798.10
Top of Leveling
Pad El. 810.60
Edge of Proposed Shoulder
Turning Point
10’-109
16"
55
8"
Top of Coping
El. 816.37
Top of Coping
El. 816.37
Top of Coping
El. 816.37
Top of Coping
El. 817.07
Top of Coping
El. 816.37
aedwards 9:28:51 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETB.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
760
770
780
790
800
810
820
830
840
850
860
750
760
770
780
790
800
810
820
830
840
850
860
750
RETAINING WALL "B" DETAILS
AJE
PLAN
ELEVATION
494+00 493+00 492+00 491+00 490+00 489+00
NOTES:
A
A
Keystone Parkway
T
T
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
CITY OF CARMEL
07-08C
125
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
F.F. Retaning Wall "B"
End Retaining Wall
489+00.00 "E"
46.00’ RT.
1158’-2 1
8"
217’-10 5
16"
672’-8 12"
1158’-2 18"
App. Ex. L.A. R/W
Line "E"
110’ L.A. R/W A.C.L.
L.A. R/W A.C.L.
L.A. R/W A.C.L.
Line "SER"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
W
48’-21
8"140’-0"110’-0"500’-0"
516’-238"
1158’-2 8"
Top of Coping
El. 809.34
Top of Coping
El. 809.48
Top of Coping
El. 810.03
Top of Coping
El. 810.86
Top of Coping
El. 812.01
Top of Coping
El. 813.49
Top of Coping
El. 815.32
Top of Coping
El. 817.47
Top of Coping
El. 819.84
Top of Coping
El. 821.98
Top of Coping
El. 822.59
Top of Coping
El. 822.60
Top of Coping
El. 822.70
End Retaining Wall
Top of Coping
El. 809.32
29’-45
8"9’-51
4"4’-23
8"23’-21
8"
Top of Leveling
Pad El. 798.10
Top of Leveling
Pad El. 800.60
Top of Leveling
Pad El. 803.10
Top of Leveling
Pad El. 805.60
Edge of Proposed Shoulder
Top of Coping
El. 816.37
Top of Coping
El. 816.37
aedwards 9:29:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETB.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "C" DETAILS
AJE
NOTES:
TT
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
CITY OF CARMEL
07-08C
126
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
750
760
770
780
790
800
810
820
830
840
850
860
750
760
770
780
790
800
810
820
830
840
850
860
486+00485+00
PLAN
ELEVATION
Line "E"
Keystone Parkway
App. Ex. L.A. R/W
484+00483+00482+00 487+00
104’-1014"
F.F. Retaining Wall "C"
495’-2 316"
1150’-1 5
8"
Begin Retaining Wall
481+50.00 "E"
75.95’ LT.
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
Turning Point
482+54.83 "E"
78.12’ LT.
260’-0"300’-0"
4’-101
4"
Top of Coping
El. 813.68
Top of Coping
El. 812.68
Top of Coping
El. 811.68Top of Coping
El. 810.68
Top of Coping
El. 810.03Top of Coping
El. 809.38
Top of Coping
El. 808.73
Top of Coping
El. 808.08
Top of Leveling
Pad El. 800.00
Top of Leveling
Pad El. 802.50
Edge of Proposed Shoulder
Turning Point
Top of Coping
El. 806.96
Top of Coping
El. 806.39 Top of Coping
El. 807.52
Begin Retaining Wall
Top of Coping
El. 805.83
104’-1014"495’-2316"
Top of Coping
El. 807.01
aedwards 9:29:19 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETC.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "C" DETAILS
AJE
NOTES:
T
T
GV
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
CITY OF CARMEL
07-08C
127
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750 750
490+00 491+00 492+00
ELEVATION
PLAN
Line "E"
Line "SWR"
E
x.
E
a
s
e
m
e
n
t
Ex. Easem
ent
Ex. Ea
se
m
ent
Keystone Parkway
Ex. Easement
F.F. Retaining Wall "C"
App. Ex. L.A. R/W
489+00488+00
Ex. Eas
em
e
nt
50’-01
16"
230’-118"
495’-2 316"
270’-0"
493+00
Turning Point
487+50.00 "E"
82.42’ LT.
Turning Point
488+00.00 "E"
81.85’ LT.
Turning Point
490+30.00 "E"
88.42’ LT.
End Retaining Wall
493+00.00 "E"
88.42’ LT.
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
1150’-1 5
8"1150’-1 8"
100’-15
8"110’-0"380’-0"
30’-15
8"158"01
2"07
16"
End Retaining Wall
Top of Coping
El. 819.16
Top of Coping
El. 820.34
Top of Coping
El. 821.51
Top of Coping
El. 822.69
Top of Coping
El. 821.68
Top of Coping
El. 820.68
Top of Coping
El. 820.28
Top of Coping
El. 819.68
Top of Coping
El. 818.68Top of Coping
El. 817.68
Top of Coping
El. 816.68
Top of Coping
El. 815.68
Top of Coping
El. 814.68
Top of Leveling
Pad El. 805.00
Top of Leveling
Pad El. 807.50
Top of Leveling
Pad El. 810.00
Edge of Proposed Shoulder
Turning Point Turning Point
Turning Point
50’-0116"230’-118"270’-0"
aedwards 9:29:35 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETC.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
AJE
RETAINING WALL "D" DETAILS
NOTES:
T
T
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
CITY OF CARMEL
07-08C
128
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750 750
490+00
ELEVATION
PLAN
491+00492+00493+00494+00
Line "SER"
Line "E"
Keystone Parkway
App. Ex. L.A. R/W
App. Ex. L.A. R/W
F.F. Retaining Wall "D"
495+00
41’-838"
2
9’-
01
2"
30
’-8
5
16"
115’-113
8"100’-6"
R
=
8
9.
0
0’
Begin Retaining Wall
494+50.21 "E"
151.54’ RT.
Turning Point
494+19.02 "E"
123.86’ RT.
Turning Point
493+94.57 "E"
108.43’ RT.Turning Point
492+49.00 "E"
100.42’ RT.
Turning Point
491+49.00 "E"
90.42’ RT.
298’-11 1516"
426’-11 1
2"
Turning Point
493+64.94 "E"
100.42’ RT.
L.A. R/W A.C.L.
110’ L.A. R/W A.C.L.
L.A. R/W A.C.L.
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
W
816’-1112"
100’-0"70’-0"60’-0"50’-0"40’-0"70’-0"
Begin Retaining Wall
Top of Coping
El. 822.42
Top of Coping
El. 823.03
Top of Coping
El. 822.78
Top of Coping
El. 822.53
Top of Coping
El. 822.28
Top of Coping
El. 822.03
Top of Coping
El. 821.78
Top of Coping
El. 821.04
Top of Coping
El. 820.04
8’-358"20’-878"17’-4916"17’-10916"1’-5316"
Edge of Proposed ShoulderTop of Leveling
Pad El. 819.30 Top of Leveling
Pad El. 816.80 Top of Leveling
Pad El. 814.30 Top of Leveling
Pad El. 811.80 Top of Leveling
Pad El. 809.30 Top of Leveling
Pad El. 806.80 Top of Leveling
Pad El. 804.30
Turning Point Turning Point Turning Point Turning Point
Turning Point
Top of Coping
El. 822.70
Top of Coping
El. 822.19
Top of Coping
El. 823.28
41’-83
8"29’-01
2"30’-85
16"115’-113
8"100’-6"298’-1115
16"
Top of Coping
El. 826.15
Top of Coping
El. 825.27
Top of Coping
El. 824.51
Top of Coping
El. 823.33
20’-10316"Top of Coping
El. 825.52
aedwards 9:29:53 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETD.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
AJE
RETAINING WALL "D" DETAILS
NOTES:
T
T
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
CITY OF CARMEL
07-08C
129
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
760
770
780
790
800
810
820
830
840
850
860
760
770
780
790
800
810
820
830
840
850
860
750 750
ELEVATION
PLAN
489+00
Keystone Parkway
488+00 487+00
Line "E"
50’-01
2"50’-0"
100’-01
2"
298’-11 1516"
End Retaining Wall
486+50.00 "E"
85.52’ RT.
F.F. Retaining Wall "D"
App. Exist. L.A. R/W
E
x
is
t
.
E
a
s
e
m
e
n
t
Exist. Easement
816’- 11 1
2"
Turning Point
488+50.00 "E"
90.42’ RT.
Turning Point
488+00.00 "E"
90.43’ RT.
Turning Point
487+50.00 "E"
88.44’ RT.
Line "SER"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
298’-11 15
16"
426’-1112"
Top of Coping
El. 819.04
Top of Coping
El. 818.04
Top of Coping
El. 820.04
Top of Coping
El. 816.71
Top of Coping
El. 815.21
Top of Coping
El. 812.71 Top of Coping
El. 809.71
End Retaining Wall
Top of Coping
El. 808.70
16’-1012"16’-11"
Edge of Proposed Shoulder
Top of Leveling
Pad El. 804.30
Turning Point
16’-1112"
Turning Point Turning Point
16’-1012"
Top of Coping
El. 814.70
Top of Coping
El. 816.20
Top of Coping
El. 817.70
50’-0"50’-01
2"100’-0 1
2"
aedwards 9:30:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETD.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "H" DETAILS
AJE
760
770
780
790
800
810
820
830
840
850
860
750
760
770
780
790
800
810
820
830
840
850
860
750
PLAN
ELEVATION
510+00 511+00 512+00 513+00 514+00 515+00
NOTES:
Keystone Parkway
E
.
C
a
r
m
e
l
D
r
i
v
e
W
WV
T
T
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
CITY OF CARMEL
07-08C
130
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
Turning Point
514+44.63 "E"
46.00’ LT.
Begin Retaining Wall
509+86.97 "E"
46.00’ LT.
458’-918"
1224’-1 9
16"
765’-4 1
2"
1224’-1 916"
F.F. Retaining Wall "H"
R= 19,144.59’
App. Ex. L.A. R/W
Ex. Easement
L.A. R/W A.C.L.
Line "E"
Line "COL-W"
L
i
n
e
"
S
-
1
6
-
E
"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
WV
490’-0"110’-0"100’-0"10’-0"
405’-23
8"198’-113
16"
4’-11
16"
Begin Retaining Wall
Top of Coping
El. 820.56
Top of Coping
El. 824.23
Top of Coping
El. 820.72
Top of Coping
El. 821.48
Top of Coping
El. 822.46
Top of Coping
El. 823.46
Top of Coping
El. 824.46
Top of Coping
El. 825.46
Top of Coping
El. 826.19
Top of Coping
El. 827.79
Top of Coping
El. 827.55
Top of Coping
El. 830.15
Top of Coping
El. 824.23
Top of Leveling
Pad El. 810.80 Top of Leveling
Pad El. 808.30 Top of Leveling
Pad El. 805.80
Top of Leveling
Pad El. 813.30
Edge of Proposed Shoulder
9’-95
8"43’-91
8"
Top of Coping
El. 824.23
Top of Coping
El. 824.23
Top of Coping
El. 824.23
15’-0"
Turning Point
aedwards 9:30:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETH.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
770
780
790
800
810
820
830
840
850
860
760
750
770
780
790
800
810
820
830
840
850
860
760
750
PLAN
ELEVATION
515+00 516+00 517+00 518+00 519+00 520+00 521+00
NOTES:
RETAINING WALL "H" DETAILS
AJE
Keystone Parkway
T
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
CITY OF CARMEL
07-08C
131
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
F.F. Retaining Wall "H"
765’-4 1
2"
1224’-1 9
16"
490’-0"
198’-11 316"
95’ L.A. R/W A.C.L.
App. Ex. L.A. R/W
App. Ex. L.A. R/W
Line "E"
Line "NWR"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
80’-0"80’-0"80’-0"80’-0"100’-0"
620’-01
16"
1224’-19
16"
Top of Coping
El. 824.23
Top of Coping
El. 830.54 Top of Coping
El. 828.75
Top of Coping
El. 829.92
Top of Coping
El. 828.14
Top of Coping
El. 827.10
Top of Coping
El. 826.13
Top of Coping
El. 825.37
Top of Coping
El. 824.83
Top of Coping
El. 824.52
Top of Coping
El. 824.42
Top of Coping
El. 824.55
Top of Coping
El. 824.89
Top of Leveling
Pad El. 805.80
Top of Leveling
Pad El. 808.30
Top of Leveling
Pad El. 810.80
Top of Leveling
Pad El. 813.30
Top of Leveling
Pad El. 815.80
Top of Leveling
Pad El. 818.30
Edge of Proposed Shoulder
Top of Coping
El. 824.23
Top of Coping
El. 824.23
10’-107
16"20’-91
8"
aedwards 9:30:51 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETH.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
770
780
790
800
810
820
830
840
850
860
760
750
770
780
790
800
810
820
830
840
850
860
760
750
RETAINING WALL "H" DETAILS
AJE
NOTES:
PLAN
ELEVATION
522+00521+00
Keystone Parkway
T
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
CITY OF CARMEL
07-08C
132
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
End Retaining Wall
522+10.00 "E"
46.00’ LT.
620’-0 1
16"
1224’-1 916"
765’-4 1
2"
1224’-1 916"
F.F. Retaining Wall "H"
Line "NWR"
Line "E"
95’ L.A. R/W A.C.L.
A
p
p
.
1
4
S
e
c
t
i
o
n
L
i
n
e
App. Ex. L.A. R/W App. Ex. L.A. R/W
Ex. Easement
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
14’-19
16"80’-0"80’-0"
Top of Coping
El. 824.89
Top of Coping
El. 825.45
Top of Coping
El. 826.24
Top of Coping
El. 827.23
End Retaining Wall
Top of Coping
El. 827.43
Top of Leveling
Pad El. 818.30
Top of Leveling
Pad El. 820.80
Top of Leveling
Pad El. 823.30
Edge of Proposed Shoulder
9’-19
16"
aedwards 9:31:04 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETH.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
RETAINING WALL "I" DETAILS
AJE
770
780
790
800
810
820
830
840
850
860
760
750
770
780
790
800
810
820
830
840
850
860
760
750
520+00521+00522+00523+00 519+00 518+00 517+00
PLAN
ELEVATION
NOTES:
Keystone Parkway
T
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
CITY OF CARMEL
07-08C
133
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
Begin Retaining Wall
522+50.00 "E"
46.00’ RT.
F.F. Retaining Wall "I"
1330’-6 1
2"
1330’-6 1
2"
805’-4 7
16"
Line "NER"
Line "E"
95’ L.A. R/W A.C.L.
Ap
p
.
14
S
e
c
t
i
o
n
Li
n
e
Ex. Easement
E
x
.
Ea
s
e
m
e
n
t
App. Ex. L.A. R/WApp. Ex. L.A. R/W
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
100’-0"80’-0"80’-0"80’-0"80’-0"90’-0"50’-0"
661’-73
16"
Top of Coping
El. 826.67
Top of Coping
El. 825.70 Top of Coping
El. 824.95
Top of Coping
El. 824.40
Top of Coping
El. 824.06
Top of Coping
El. 823.92
Top of Coping
El. 823.99
Top of Coping
El. 824.27
Top of Coping
El. 824.75
Top of Coping
El. 825.44
Top of Coping
El. 826.36
Begin Retaining Wall
Top of Coping
El. 827.73
Top of Leveling
Pad El. 823.30 Top of Leveling
Pad El. 820.80 Top of Leveling
Pad El. 818.30 Top of Leveling
Pad El. 815.80 Top of Leveling
Pad El. 813.30 Top of Leveling
Pad El. 810.80 Top of Leveling
Pad El. 808.30
Edge of Proposed Shoulder
aedwards 9:31:16 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETI.01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
770
780
790
800
810
820
830
840
850
860
760
750
770
780
790
800
810
820
830
840
850
860
760
750
RETAINING WALL "I" DETAILS
AJE
PLAN
ELEVATION
515+00516+00517+00 514+00 513+00 512+00
NOTES:
E
.
C
a
r
m
e
l
D
r
i
v
e
Keystone Parkway
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
CITY OF CARMEL
07-08C
134
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
Turning Point
514+44.63 "E"
46.00’ RT.
1330’-6 1
2"
805’-4 716"
R=19,052.59’
525’-2"
661’-7 316"
F.F. Retaining Wall "I"
L.A. R/W A.C.L.
95’ L.A. R/W A.C.L.
App. Ex. L.A. R/W
App. Ex. L.A. R/W
L
i
n
e
"
S
-
1
6
-
E
"
Line "E"
Line "NER"
Line "COL-E"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
110’-0"480’-0"100’-0"
168’-711
16"500’-35
8"
1330’-61
2"
25’-413
16"
Top of Coping
El. 826.36
Top of Coping
El. 827.54
Top of Coping
El. 828.04
Top of Coping
El. 830.56
Top of Coping
El. 824.64
Top of Coping
El. 824.64
Top of Coping
El. 824.64
Top of Coping
El. 824.64
Top of Coping
El. 824.64
Top of Coping
El. 824.64
Top of Coping
El. 827.74
Top of Coping
El. 827.16
Top of Coping
El. 826.88 Top of Coping
El. 826.60
Top of Coping
El. 827.49
Top of Coping
El. 829.39
Top of Coping
El. 830.72
24’-107
16"19’-91
8"
Top of Leveling
Pad El. 808.30 Top of Leveling
Pad El. 805.80
Top of Leveling
Pad El. 808.30
Edge of Proposed Shoulder
Turning Point
11’-73
16"20’-05
16"
Top of Coping
El. 829.86
aedwards 9:31:30 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETI.02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
770
780
790
800
810
820
830
840
850
860
760
750
770
780
790
800
810
820
830
840
850
860
760
750
510+00511+00 509+00
NOTES:
PLAN
ELEVATION
RETAINING WALL "I" DETAILS
AJE
Keystone Parkway
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
CITY OF CARMEL
07-08C
135
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
End Retaining Wall
509+18.19 "E"
46.00’ RT.
525’-2"
R=19,052.59’
1330’-6 12"
1330’-6 12"
F.F. Retaining Wall "I"
App. Ex. L.A. R/W
App. Ex. R/W
Ex. Easement
Ex. Easement
Line "E"
Line "COL-E"
For R/W Callouts and Drainage Details, See Road Plan
& Profile Sheets.
Elevation Shown Along Front Face of Wall.
All Dimensions are Given Along Front Face of Wall.
70’-61
2"110’-0"110’-0"
500’-35
8"
Top of Coping
El. 826.60
Top of Coping
El. 826.30 Top of Coping
El. 825.70
Top of Coping
El. 824.73
Top of Coping
El. 823.65
Top of Coping
El. 822.64
End Retaining Wall
Top of Coping
El. 822.16
30’-61
2"
Top of Leveling
Pad El. 808.30
Top of Leveling
Pad El. 808.30
Top of Leveling
Pad El. 810.80
Top of Leveling
Pad El. 813.30
Edge of Proposed Shoulder
aedwards 9:31:42 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RETI.03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
TYPICAL WALL SECTION
SCALE: 1/2" = 1’-0"
TYPICAL WALL ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 1 WALL TYPE 1 WALL
TYPICAL PLAN ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 1 WALL
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 1 WALL DETAILS
AS SHOWN
6" DIA. DRAIN DETAIL
TYPICAL ALL LOCATIONS
PRECAST CONCRETE LAGGINGSECTION A-A
TYPICAL SOLDIER PILE CLIP ANGLE DETAIL
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"
TYPE 1 WALL
SCALE: 1" = 1’-0"SCALE: 1" = 1’-0"
DWB
DWB
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
CITY OF CARMEL
07-08C
136
N/A
ELS
JSB
260
2/12/09
5’-0"
1’-0"
1’-0"
1’-0"
1’-0"
6’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
2’-0"
28’-0"
(MIN.)
L
PRECAST CONCRETE LAGGING
NOMINALLY
6"x10"x9’-8", TYP.
(SEE DETAIL)
10’-0"10’-0"
HMA SHOULDER
CONCRETE
LEVELING PAD
6 1/2 "
(TYP.)
PRECAST COPING
L
2’-0"
1" THK. EXP. MATERIAL
3/4" GAP BETWEEN
FACING PANELS, TYP.
6’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
10’-0"10’-0"L
PRECAST COPING
HMA SHOULDERTOP OF CONCRETE
LEVELING PAD
28’-0"
(MIN.)
Provide Access to Drain
for Seepage Water through
Lagging. (Typ. All Locations)
4
"
2" Max.
3"
3" @ 4.5"
3
4" x 4"x8"x12" L
Locate Hole As Needed
For Precast Alignment
C SOLDIER PILE
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ON SOLDIER PILES)
C SOLDIER PILE
SPA. @ 10’-0" O.C.
C SOLDIER PILE
SPA. @ 10’-0" O.C.
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT SOLDIER PILES)
PRECAST CONCRETE LAGGING
(SEE DETAIL)
6" Dia. Drain
#8 Stone
Overlapped Geotextile
1
2
"
+
/
-
1’-6" +/-
#5 x 6"
14"
#4 Bar
(Typ.)
2" Cl.
(Typ.)
A
A 1
4"x4"x6" w/ Anchor
9’-8"
1"
6"
10"
4"
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
PRECAST COPING
14"
6" Dia. DRAIN
(SEE DETAIL)
NOTE:
SEE SHEET 137 FOR PRECAST COPING DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 142 FOR CONNECTION DETAIL
SP/AJE
aedwards 9:31:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.01.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 2 WALL DETAILS
AS SHOWN
TYPICAL WALL ELEVATION
SCALE: 1/2" = 1’-0"
TYPICAL WALL SECTION
SCALE: 1/2" = 1’-0"
TYPE 2 WALL TYPE 2 WALL
TYPICAL PLAN ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 2 WALL
PRECAST CONCRETE LAGGINGSECTION A-A
PRECAST CONCRETE COPING
TYPE 2-5 WALLS
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"SCALE: 1" = 1’-0"
TYPE 1-3 and 5 WALLS
DWB
DWB
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
CITY OF CARMEL
07-08C
137
N/A
ELS
JSB
260
2/12/09
L
2’-0"
5’-0"
1’-0"
1’-0"
VARIES
1’-0"
10’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
2’-0"
33’-0’
(MIN.)
CONCRETE
LEVELING PAD
6 1/2 "
(TYP.)
5 1/2 "
L
1" THK. EXP. MATERIAL
PRECAST COPING
(SEE DETAIL)
HMA SHOULDER
3/4" GAP BETWEEN
FACING PANELS, TYP.
PRECAST CONCRETE LAGGING
NOMINALLY 12"x8"x4’-0", TYP.
(SEE DETAIL)
5’-0"5’-0"5’-0"5’-0"
10’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
5’-0"5’-0"L
PRECAST COPING
PRECAST CONCRETE LAGGING
NOMINALLY 12"x8"x4’-8", TYP.
(SEE DETAIL)
5’-0"5’-0"
HMA SHOULDERTOP OF CONCRETE
LEVELING PAD
33’-0’
(MIN.)
3
4" BEARING PAD
Space As Needed
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT
SOLDIER PILES)
C SOLDIER PILE
SPA. @ 5’-0" O.C.
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT SOLDIER PILES)
C SOLDIER PILE
SPA. @ 5’-0" O.C.
C SOLDIER PILE
34" BEARING PAD
Space As Needed
#5 x 6"
14"
#4 Bar
(Typ.)
2" Cl.
(Typ.)
A
A 1
4"x4"x6" w/ Anchor
4’-0"
1"
1’-0"
10"
4"
51
2"
6"
6"
6"6"6"
1’-51
2"
1’-6"Reinforce as needed per ACI
for Temerature & Shrinkage
1/2" CHAMFER
(TYPICAL WHERE SHOWN)
FRONT FACE OF
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
PRECAST COPING
1
4"
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
6" Dia. DRAIN
NOTE:
SEE SHEET 136 FOR 6" DIA. DRAIN DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 142 FOR CONNECTION DETAIL
SP/AJE
aedwards 9:31:57 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.02.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 3 WALL DETAILS
AS SHOWN
TYPICAL WALL ELEVATION
SCALE: 1/2" = 1’-0"
TYPICAL WALL SECTION
SCALE: 1/2" = 1’-0"
TYPE 3 WALL TYPE 3 WALL
TYPICAL PLAN ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 3 WALL
DWB
DWB
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
CITY OF CARMEL
07-08C
138
N/A
ELS
JSB
260
2/12/09
5’-0"C W18x119
SOLDIER PILE
SPA. @ 5’-0" O.C.
L
2’-0"
L
5’-0"
1’-0"
1’-0"
5’-0"
14’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
2’-0"
CONCRETE
LEVELING PAD
5’-0"5’-0"5’-0"
DRILLED SHAFT
(SEE SPECIAL PROVISIONS)
VARIES
5 1/2 "
1" THK. EXP. MATERIAL
6 1/2 "
(TYP.)
HMA SHOULDER
1’-0"
DRILLED SHAFT
(SEE SPECIAL PROVISIONS)
3/4" GAP BETWEEN
FACING PANELS, TYP.
14’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
5’-0"5’-0"L
PRECAST COPING
5’-0"5’-0"
HMA SHOULDERTOP OF CONCRETE
LEVELING PAD
28’-0"
(MIN.)
34" BEARING PAD
Space As Needed
34" BEARING PAD
Space As Needed
3
4" BEARING PAD
Space As Needed
C SOLDIER PILE
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT
SOLDIER PILES)
41’-0"
(MIN.)
C SOLDIER PILE
SPA. @ 5’-0" O.C.
PRECAST FACING PANEL, TYP.
(CENTERED ABOUT SOLDIER PILES)
6" Dia. DRAIN
PRECAST CONCRETE LAGGING
NOMINALLY 12"x8"x4’-0", TYP.
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
PRECAST COPING
PRECAST CONCRETE LAGGING
TYP.
NOTE:
SEE SHEET 136 FOR 6" DIA. DRAIN DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE COPING DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE LAGGING DETAILS.
SEE SHEET 142 FOR CONNECTION DETAIL
SP/AJE
aedwards 9:32:05 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.03.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 4 WALL DETAILS
AS SHOWN
TYPICAL WALL ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 4 WALL
TYPICAL WALL SECTION
TYPE 4 WALL
DWB
DWB
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
CITY OF CARMEL
07-08C
139
N/A
ELS
JSB
260
2/12/09
L
2’-0"
5’-0"5’-0"5’-0"5’-0"
EARTH ANCHOR
ANCHORAGE
SPA. AS SHOWN
26’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
3/4" GAP BETWEEN
FACING PANELS, TYP.
HMA SHOULDERTOP OF CONCRETE
LEVELING PAD
22’-0"
(MIN.)
5’-0"
1’-0"
1’-0"
5’-0"
1’-0"
26’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
2’-0"
22’-0"
(MIN.)
CONCRETE
LEVELING PAD
6 1/2 "
(TYP.)
8"
5’-0"
VARIES
3 5/8 "
L
1" THK. EXP. MATERIAL
(TYPICAL FRONT AND REAR FACE)
HMA SHOULDER
L
5’-0"
LOCATE
AS
NEEDED
LOCATE
AS
NEEDED
34" BEARING PAD
SPACE AS NEEDED
34" BEARING PAD
SPACE AS NEEDED
C EARTH ANCHOR *
ANCHORAGE POINT
* 2-ROWS EARTH ANCHORS
FOR WALLS OVER 18’-0"
C SOLDIER PILES AND EARTH
ANCHOR ANCHORAGES
SPA. @ 5’-0" O.C.
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT
SOLDIER PILES)
PRECAST CONCRETE LAGGING
NOMINALLY 12"x8"x4’-0", TYP.
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
6" Dia. DRAIN
CAST-IN-PLACE CONCRETE COPING
C SOLDIER PILE
NOTE:
SEE SHEET 140 FOR PLAN VIEW ELEVATION.
SEE SHEET 136 FOR 6" DIA. DRAIN DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 140 FOR CAST-IN-PLACE CONCRETE COPING DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE LAGGING DETAILS.
SP/AJE
aedwards 9:32:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.04.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 4 WALL DETAILS
AS SHOWN
TYPICAL PLAN ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 4 WALL
TYPICAL EARTH ANCHOR ANCHORAGE DETAIL
SCALE: 1" = 1’-0"
SECTION
TAPERED BEARING PLATE DETAIL
ELEVATION
PLAN
1/4"
1/2"
1/4"6"
1/4"6"
TYP.
SCALE: 1" = 1’-0"
1/4"4"
W/ End Around
INTERMEDIATE PANEL CONNECTION SECTION BOTTOM PANEL CONNECTION SECTION
TYPICAL WALLS 4 AND 5
SCALE: 1" = 1’-0"
TYPICAL WALLS 4 AND 5
SCALE: 1" = 1’-0"
1/4"4"W/ End Around
1/4"
1/4"4"
4"1/4"
Tapered Brg. Plate to Flange
WITH LOCATING LUGS
Full Length Weld
(1 Side only)
CAST-IN-PLACE CONCRETE COPING DETAILS
TYPE WALL 4
DWB
DWB
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
CITY OF CARMEL
07-08C
140
N/A
ELS
JSB
260
2/12/09
CAST-IN-PLACE CONCRETE COPING
(SEE DETAIL)
5’-0"5’-0"C HP12x74
SOLDIER PILE
SPA. @ 5’-0" O.C.
L5’-0"5’-0"
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT SOLDIER PILES)
1’-51
2"
51
2"
6"
6"
Varies 3’-5" to 3-8" +/-
6"
Varies
1’ to 2’ +/-
Varies
9" to 12"+/-
6" 6"
* *
4 Bars @ 18" O.C. (Typ.)
Reinforce as needed per ACI
for Temerature & Shrinkage
* Space as Needed for Variation
in Soldier Pile Location
3 5/8 "
C EARTH ANCHOR
ANCHORAGE POINT
L
L
6-0.6" STRAND WEDGE PLATE
TAPERED BEARING PLATE
1"
10"
SQ.
3 11/16 "
2 11/16 "
L
6-0.6" STRAND WEDGE PLATE
TAPERED BEARING PLATE
EARTH ANCHOR
ANCHORAGE POINT
(TYP.)
6-0.6" STRAND WEDGE PLATE
TAPERED BEARING PLATE
L
EARTH ANCHOR
ANCHORAGE POINT
(TYP.)
CONCRETE
LEVELING PAD
P1"x9"x12"L
8"
L
1" CLR.
(TYP.)
L
1" CLR.
(TYP.)
L
C SOLDIER PILE
P 1"x9"x12"
2" Min.
Varies1" to 4" to
accomodate pile
misalignment
3 1
8"
WT10.5x22 (Typ.)8"
Varies
12" to 1’-3"
WT10.5x22 (Typ.)
8"
Varies
12" to 1’-3"
C SOLDIER PILE
3 1
8"
TRUMPET PIPE
C SOLDIER PILE
SOLDIER PILE
TRUMPET PIPE
TS 6"x6"x1/2"
TRUMPET PIPE
TS 6"x6"x1/2"
SOLDIER PILE
C SOLDIER PILE
PRECAST CONCRETE LAGGING
(TYP.)
Varies1" to 4" to
accomodate pile
misalignment
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
NOTE:
SEE SHEET 136 FOR 6" DIA. DRAIN DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE LAGGING DETAILS.
6" Dia. DRAIN
SEE SHEET 142 FOR CONNECTION DETAIL
SP/AJE
aedwards 9:32:23 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.05.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 5 WALL DETAILS
AS SHOWN
TYPICAL WALL ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 5 WALL
NOTE: BEARING PILES OMITTED FOR CLARITY.
TYPICAL WALL SECTION
SCALE: 1/2" = 1’-0"
TYPE 5 WALL
DWB
DWB
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
CITY OF CARMEL
07-08C
141
N/A
ELS
JSB
260
2/12/09
L
2’-0"
5’-0"5’-0"5’-0"5’-0"
HMA SHOULDERTOP OF CONCRETE
LEVELING PAD
3/4" GAP BETWEEN
FACING PANELS, TYP.
19’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
EARTH ANCHOR
ANCHORAGE
SPA. AS SHOWN
22’-0"
(MIN.)
L C BEARING PILE L
3 5/8 "
C EARTH ANCHOR
ANCHORAGE POINT
L
1’-0"
5’-0"
1’-0"
1’-0"
5’-0"
19’-0"
MAXIMUM
EXPOSED
RETAINING
WALL
HEIGHT
2’-0"
CONCRETE
LEVELING PAD
6 1/2 "
(TYP.)
1’-0"
5’-0"
VARIES
HMA SHOULDER
22’-0"
(MIN.)
TOP OF ABUTMENT PILE CAP
(SEE BRIDGE PLANS)
3
4" BEARING PAD
Spaced As Needed
3
4" BEARING PAD
Spaced As Needed
34" BEARING PAD
Spaced As Needed
34" BEARING PAD
Spaced As Needed
LOCATE
AS
NEEDED
LOCATE
AS
NEEDED
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT
SOLDIER PILES)
C SOLDIER PILES AND EARTH
ANCHOR ANCHORAGES
SPA. @ 5’-0" O.C.
C SOLDIER PILE
CAST-IN-PLACE CONCRETE
PRECAST COPING
PRECAST FACING PANEL
NOMINAL
5’x10’x6", TYP.
6" Dia. DRAIN
PRECAST CONCRETE LAGGING
NOMINALLY 12"x8"x4’-8", TYP.
NOTE:
SEE SHEET 142 FOR PLAN VIEW ELEAVTION.
SEE SHEET 136 FOR 6" DIA. DRAIN DETAILS.
SEE SHEET 142 FOR PRECAST FACING PANEL DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE COPING DETAILS.
SEE SHEET 142 FOR CAST-IN-PLACE CONCRETE DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE LAGGING DETAILS.
SP/AJE
aedwards 9:32:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.06.dgn
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
TYPE 5 WALL DETAILS
AS SHOWN
TYPICAL FACING PANEL ELEVATION
SCALE: 1" = 1’-0"
TYPICAL FACING PANEL SECTION
SCALE: 1" = 1’-0"
SCALE: 1" = 1’-0"SCALE: 1" = 1’-0"
SECTION
ELEVATION
SECTION
ELEVATION
1/4"
PRECAST CONCRETE LAGGING CONNECTION DETAIL
SCALE: 1" = 1’-0"
1/4"2"
(TYP.)
TYPICAL PLAN ELEVATION
SCALE: 1/2" = 1’-0"
TYPE 5 WALL
CAST-IN-PLACE CONCRETE DETAIL
TYPICAL PANEL BOLTED DETAIL
(Typ.)
TYPICAL PANEL TAPERED PIN DETAIL
SCALE: 1" = 1’-0"
DWB
DWB
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
CITY OF CARMEL
07-08C
142
N/A
ELS
JSB
260
2/12/09
5"
9’-11 5/8 "6"
5’-0"3’-2"
5"
5"
5’-0"3’-2"
5"
8"
(TYP.)
BOLTED CONNECTION
L6"x6"x3/4"
8 LG.
(TYP.)
PINNED CONNECTION
L6"x6"x3/4"
8 LG.
(TYP.)
3"
1 1/2 "
1 1/2 "
BOLTED CONNECTION
L6"x6"x3/4"
8 LG.
(TYP.)
PINNED CONNECTION
L6"x6"x3/4"
8 LG.
(TYP.)
2 1/2 "3 1/2 "
L
2 1/2 "3 1/2 "
L
4"2"2"
3"
1 1/2 "
1 1/2 "
4"2"2"
3"
1 1/2 "
1 1/2 "
8"8"
6"6"
6"2"2"6"L L
LL
L6"x6"x3/4"
L6"x6"x3/4"
L6"x6"x3/4"
L6"x6"x3/4"
C SOLDIER PILE L
P1/2"x8"x6"
FRONT FACE OF
SOLDIER PILE
8"
PRECAST CONCRETE
LAGGING
#4 BARS SPA. @ 8" O.C.
#4 BARS SPA. @ 8" O.C.
#4 BARS
SPA. @ 8" O.C.
(TYP.)
1 1/2 " CLR.
(TYP.)
L
L
PRECAST COPING
5’-0"5’-0"L5’-0"5’-0"
BEARING PILE
(TYP.)
REAR FACE OF ABUTMENT PILE CAP
C ABUTMENTL
C SOLDIER PILE
SPA. @ 5’-0" O.C.
PRECAST FACING PANEL
NOMINAL 5’x10’x6", TYP.
(CENTERED ABOUT SOLDIER PILES)
2" Max. CL.
(Typ.)
Varies
6 12" to 9 12"
8" Min.
1" Min.
#4 Bars
C NELSON STUD
(TYP.)
C NELSON STUD
(TYP.)
C NELSON STUD
(TYP.)
C TAPERED 1" Dia. PIN
C TAPERED 1" Dia. PIN
3"
1 1/2 "
1 1/2 "
LC NELSON STUD
(TYP.)
Edge of Panel Edge of Panel
Note:
All Top Panel Connections are
Bolted. Bottom of Panel
Connections Alternate Pinned and
Bolted, Depending upon the
direction of erection of panels
(leading edge is bolted and
trailing edge is pinned)
PRECAST CONCRETE LAGGING
(TYP.)
SEE CONNECTION DETAIL
Bentanite
Waterstop
(Typ.)
NOTE:
SEE SHEET 137 FOR PRECAST CONCRETE COPING DETAILS.
SEE SHEET 137 FOR PRECAST CONCRETE LAGGING DETAILS.
SP/AJE
aedwards 9:32:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.07.dgn
WALL SUMMARY
N/A
DWB
DWB
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
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
CITY OF CARMEL
07-08C
143
N/A
ELS
JSB
260
2/12/09
MRS
A1
805.5
160.00
4.5
10’
30’
A2
5’
A3
5’
A4
5’
A5
5’
A6
5’
A7
5’
A8
5’
A9
5’5’5’5’
803.0
140.00
8.8
35’
800.5
110.00
14.0
W18x119
43’
798.0
225.2
25.7
24’
798.0
216.39
18.4
24’
798.0
48.41
25.4
24’
800.5
100.00
21.4
24’
803.0
80.00
17.7
24’
805.5
80.00
14.9
24’
A10
808.0
70.00
12.6
W18x119
43’
A11
810.5
80.00
10.6
W18x119
43’
A12
813.0
44.59
8.3
35’
813.0
501+54.59
821.25
8.3
1354.59’
B1
810.6
30.00
8.0
10’
30’
B2
5’
B3
5’
B4
5’
B5
5’
B6
5’
B7
5’
B8
5’
B9
5’5’5’
808.1
70.00
10.9
30’
805.6
80.00
14.2
W18x119
30’
803.1
70.00
17.5
30’
800.6
110.00
21.1
30’
798.1
64.12
24.1
30’
798.1
217.86
18.3
30’
798.1
218.02
24.5
30’
800.6
110.00
13.8
30’
B10
803.1
140.00
8.1
W18x119
30’
B11
805.6
48.18
3.8
W18x119
30’
805.6
809.32
3.7
1158.18’
Abutment
489+00
C1
800.0
300.00
9.4
10’
30’
C2
5’
C3
5’
C4
5’
C5
5’
802.5
260.00
11.4
30’
805.0
380.00
16.5
W18x119
30’
807.5
110.00
14.0
30’
810.0
100.14
11.5
30’
810.00
819.16
9.2
1150.14’
493+00
D1
819.3
70.00
5.2
10’
30’
D2
5’
D3
5’
D4
5’
D5
5’
D6
5’
D7
5’
D8
5’
D9
5’
816.8
40.00
7.7
30’
814.3
50.00
9.0
W18x119
30’
811.8
60.00
11.3
30’
809.3
70.00
13.5
30’
806.8
100.00
15.6
30’
804.3
225.63
17.6
30’
804.3
105.04
13.4
30’
804.3
95.04
9.8
30’
804.3
808.70
4.4
815.72’
486+50
H1
810.8
110.00
11.6
10’
30’
H2
5’
H3
5’
H4
5’
H5
5’
H6
5’
H7
5’
H8
5’
H9
5’
808.3
110.00
16.3
35’
805.8
184.10
24.4
W18x119
35’
805.8
198.93
18.4
43’
805.8
106.97
24.7
43’
808.3
100.00
18.9
24’
810.8
80.00
14.6
24’
813.3
80.00
11.4
43’
815.8
80.00
9.0
35’
H10
818.3
80.00
7.4
W18x119
30’
H11
820.8
94.13
6.6
W18x119
30’
804.3
486+50.00
808.70
4.4
1224.13’
10’10’
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall A
E. Carmel Dr.
Bridge Abutment End Wall A
End Wall A Station
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall A
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall B End Wall B
End Wall B Station
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall B
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall C End Wall C
End Wall C Station
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall C
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall D End Wall D
End Wall D Station
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall D
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall H
E. Carmel Dr.
Bridge Abutment End Wall H
End Wall H Station
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall H
488+00 to 489+60
809.54 to 809.97
4.0 to 4.5
Type 1
HP 12x74
34’ to 34.5’
Type 2 Type 3 Type 4 Type 5 Type 4 Type 4 Type 4 Type 4 Type 3 Type 3 Type 2
489+60 to 491+00
809.97 to 811.79
7.0 to 8.8
HP 12x74
42’ to 43.8’
491+00 to 492+10
811.79 to 814.48
11.3 to 14.0
54.3’ to 57’
492+10 to 494+35.2
814.48 to 823.71
16.5 to 25.7
HP 12x74
40.5’ to 49.7’
494+35.2 to 496+51.59
816.44 to 816.44
18.4 to 18.4
HP 12x74
42.4’ to 42.4’
496+51.59 to 497+00
823.39 to 821.88
25.4 to 23.9
HP 12x74
47.9’ to 49.4’
497+00 to 498+00
821.88 to 820.70
201.4 to 20.2
HP 12x74
44.2’ to 45.4’
498+00 to 498+80
820.70 to 820.28
17.7 to 17.3
HP 12x74
41.3’ t0 41.7’
498+80 to 499+60
820.28 to 820.38
14.8 to 14.9
HP 12x74
38.8’ to 38.9’
499+60 to 500+30
820.38 to 820.65
12.4 to 12.6
55.4’ to 55.6’
500+30 to 501+10
820.65 to 821.06
10.1 to 10.6
53.1’ to 53.6’
501+10 to 501+54.59
821.06 to 821.25
8.1 to 8.3
HP 12x74
43.1’ to 43.3’
818.58 to 818.61
8.0 to 8.0
Type 2
HP 12x74
Type 3 Type 4 Type 4 Type 4 Type 4 Type 5 Type 4 Type 3 Type 2 Type 1
818.61 to 818.98
HP 12x74
818.98 to 819.77
13.4 to 14.2
819.77 to 820.57
16.7 to 17.5
HP 12x74
46.7’ to 47.5’
498+09.35 to 496+99.35
820.57 to 821.75
20.0 to 21.1
HP 12x74
821.75 to 822.18
23.6 to 24.1
HP 12x74
53.6’ to 54.1’
816.37 to 816.37
18.3 to 18.3
HP 12x74
48.3’ to 48.3’
822.59 to 814.38
24.5 to 16.3
HP 12x74
46.3’ to 54.5’
814.38 to 811.19
40.6’ to 43.8’
811.19 to 809.41
36.3’ to 38.1’
809.41 to 809.32
33.7’ to 33.8’
500+59.35 to 500+29.35
38’ to 38’
500+29.35 to 499+59.35
10.5 to 10.9
40.5’ to 40.9’
499+59.35 to 498+79.35
43.4’ to 44.2’
498+79.35 to 498+09.35
50’ to 51.1’
496+99.35 to 496+35.23 496+35.23 to 494+17.37 494+17.37 to 491+99.35 491+99.35 to 490+89.35
13.8 to 10.6
HP 12x74
490+89.35 to 489+49.35
8.1 to 6.3
489+49.35 to 489+01.17
3.8 to 3.7
805.83 to 809.38
5.8 to 9.4
Type 2
HP 12x74
Type 3 Type 4 Type 4 Type 3
809.38 to 813.88
HP 12x74
813.88 to 821.48 821.48 to 821.51
14.0 to 14.0
HP 12x74
821.51 to 819.16
11.5 to 9.2
HP 12x74
36.9’ to 41.4’38.9’ to 46.5’
481+50 to 484+50
35.8’ to 39.4’
484+50 to 487+10
6.9 to 11.4
487+10 to 490+90
8.9 to 16.5
490+90 to 492+00
44’ to 44’
492+00 to 493+00.14
39.2’ to 41.5’
822.42 to 824.51
3.1 to 5.2
Type 1
HP 12x74
Type 2 Type 2 Type 3 Type 3 Type 4 Type 4 Type 3 Type 2
824.51 to 823.31
HP 12x74
823.31 to 823.06 823.06 to 822.76
11.3 to 11.0
HP 12x74
492+45.63 to 491+75.63
822.76 to 822.41
13.5 to 13.1
HP 12x74
822.41 to 821.91
15.6 to 15.1
HP 12x74
45.1’ to 45.6’
821.91 to 817.70
17.6 to 13.4
HP 12x74
43.4’ to 47.6’
13.4 to 9.8
HP 12x74
39.8’ to 43.4’
814.11 to 808.70
34.4’ to 39.8’
494+50.21 to 493+94.57 493+94.57 to 493+55.63
36.5’ to 37.7’
493+55.63 to 493+05.63 493+05.63 to 492+45.63 491+75.63 to 490+75.63 487+44.96 to 486+49.92
HP 12x74
33.1’ to 35.2’
7.7 to 6.5 9.0 to 8.8
38.8’ to 39’41’ to 41.3’43.1’ to 43.5’
490+75.63 to 488+50 488+50 to 487+44.96
817.7 to 814.11
9.8 to 4.4
820.56 to 822.40
9.8 to 11.6
Type 3
HP 12x74
Type 4 Type 4 Type 5 Type 4 Type 4 Type 4 Type 3 Type 2 Type 2 Type 2
822.40 to 824.60
HP 12x74
824.60 to 830.15
18.8 to 24.4
824.23 to 824.23
18.4 to 18.4
HP 12x74
61.4’ to 61.4’
830.54 to 827.16
24.7 to 21.4
HP 12x74
64.4’ to 67.7’
827.16 to 825.42
18.9 to 17.1
HP 12x74
41.1’ to 42.9’
825.42 to 824.66
14.6 to 13.9
HP 12x74
37.9’ to 38.6’
824.66 to 824.44
11.4 to 11.1
HP 12x74
54.1’ to 54.4’
824.44 to 824.80
HP 12x74
824.80 to 825.72
36.5’ to 37.4’
825.72 to 827.43
34.9’ to 36.6’
509+86.97 to 510+96.97
39.8’ to 41.6’
510+96.97 to 512+06.97
14.1 to 16.3
49.1’ to 51.3’
512+06.97 to 513+91.07
53.8’ to 59.4’
513+91.07 to 515+90 515+90 to 516+96.97 516+96.97 to 517+96.97 517+96.97 to 518+76.97 518+76.97 to 519+56.97 519+56.97 to 520+36.97
8.6 to 9.0
43.6’ to 44’
520+36.97 to 521+16.97
6.5 to 7.4
521+16.97 to 522+11.10
4.9 to 6.6
aedwards 9:32:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.08.dgn
WALL SUMMARY
N/A
DWB
DWB
A S S O C I A T E S I N C .
7988 Centerpoint Drive, Suite 100
Indianapolis, Indiana 46256-3345
317.849.4990, Fax 317.849.4278, www.atcassociates.com
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
CITY OF CARMEL
07-08C
144
N/A
ELS
JSB
260
2/12/09
MRS
I1
823.3
50.00
4.43
30’
I2
5’
I3
5’
I4
5’
I5
5’
I6
5’
I7
5’
I8
5’
I9
5’5’5’5’
820.8
90.00
5.87
30’
818.3
80.00
6.80
30’
815.8
80.00
8.46
30’
813.3
80.00
30’
810.8
80.00
30’
808.3
100.00
30’
805.8
101.60
30’
805.8
168.64
30’
I10
805.8
209.76
HP 12x74
30’
I11
808.3
110.00
HP 12x74
30’
I12
810.8
110.00
30’
813.3
509+18.19
822.16
8.86
1330.54’
5’
10.86
Wall Section No.
Wall Length (ft)
Top of Coping Elevation LT. & RT.
Stations LT. & RT.
Top of Leveling Pad Elevation
Exposed Wall Height from LT. to RT. (ft)
Max. Exposed Wall Height (ft)
Retaining Wall Type
Soldier Pile Section
Soldier Pile C-C Spacing
Soldier Pile Embedment
Total Length Per Soldier Pile
Begin Wall I End Wall I
Top of Coping at Wall End
Top of Leveling Pad at Wall End
Height of Wall at Wall End
Length of Wall I
116th Street
Bridge Abutment
522+50 to 522+00
827.73 to 826.67
Type 1
HP 12x74
Type 1 Type 2 Type 2 Type 3 Type 4 Type 4 Type 4 Type 5 Type 4 Type 4 Type 4
522+00 to 521+10
826.67 to 825.10
HP 12x74
521+10 to 520+30
825.10 to 824.26
6.80 to 5.96
824.26 to 823.92
8.46 to 8.12
HP 12x74
38.1’ to 38.5’
823.92 to 824.16
HP 12x74
40.6’ to 40.9’
824.16 to 824.89
HP 12x74
43.4’ to 44.1’
517+90 to 516+90
824.89 to 826.60
16.59 to 18.30
HP 12x74
46.6’ to 48.3’
822.59 to 830.56
HP 12x74
46.8’ to 54.8’
824.64 to 824.64
HP 12x74
48.8’ to 48.8’
830.72 to 826.66
50.9’ to 54.9’
512+10 to 511+00
826.66 to 825.70
47.4’ to 48.4’
511+00 to 509+88.73
825.70 to 823.42
HP 12x74
42.6’ to 44.9’
4.43 to 3.37
33.4’ to 34.4’
5.87 to 4.30
34.3’ to 35.9’
HP 12x74
36’ to 36.8’
520+30 to 519+50 519+50 to 518+70
10.62 to 10.86
518+70 to 517+90
13.36 to 14.09
14.09 18.30
516+90 to 515+88.40
16.79 to 24.76
24.76
515+88.40 to 514+19.76
18.84 to 18.84
18.84
5’
I13
823.3
70.54
30’
Type 3
823.42 to 822.16
HP 12x74
38.9’ to 40.1’
514+19.76 to 512+10
24.92 to 20.86
24.92
18.36 to 17.40
18.36
14.9 to 12.62
14.90
509+88.73 to 509+18.19
10.12 to 8.86
10.12
End Wall I
aedwards 9:32:58 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.RET.ATC.09.dgn
EXISTING SIGNING
LINE "E"
1" = 30’
WRONG
WAY
ONE
WAY
ONE
WAY
YAWENO
SPEED
LIMIT
40
HDPHDP
JSB JSB
I
I I
I
PP
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
145
CITY OF CARMEL
07-08C
260
2/12/09
480+00 485+00
2
0
+
0
0
490+00 495+00
Line "E"
Line "E"
Keystone Parkway
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
1
1
6
t
h
S
t
r
e
e
tLin
e
"S
-
6
-
E"
82 x 2
82
82
82
82
490+97
R2-1 (40)
494+75
R6-1
495+80
R6-2 (R)
495+88
R6-2 (L)
493+03
R5-1a
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Grass)
(Grass)
(Grass)
(Rip Rap)
(Wooded)
(Grass)
Shed
Shed
(Grass)
Cart Path (Bit. Mat.)
(Wooded)
Shed
(Bit. Mat.)
(Bit. Mat.)
(Rip Rap)
(Wooded)
(C-Stn.)
(Rip Rap)
(Grass)
(Grass)
(Grass)
(Rip Rap)
Parking Lot
(Bit. Mat.)
(Rock)
1-Sty.
Fr. Gar.
(Grass)
1-St
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Rip Rap)
(Grass)
(Grass)
(Ri
(
Gr
a
s
s
)
(Grass)
(Ri
(
Gr
a
s
s
)
FP
RTRT
RT
RT
aedwards 9:33:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
EXISTING SIGNING
LINE "E"
1" = 30’
INDIANA
431
WRONG
WAY
SPEED
LIMIT
50
ADOPT-A-HIGHWAY
SPEED
LIMIT
50
WRONG
WAY
HDP HDP
JSB JSB
I
III
I
I
V
C
S
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
146
CITY OF CARMEL
07-08C
260
2/12/09
500+00 505+00
505+00 510+00
Line "E"
Line "E"
Keystone Parkway
Keystone Parkway
82 x 2
x 282
82
82
82
82
507+11
R2-1 (50)
500+71
M1-5
501+72
R2-1 (50)
497+20
R5-1a
513+02
R5-1a
499+71
T
R
(Rip Rap)
(
Gr
a
s
s
)
(Grass)
(Grass)
(Grass)
(Lawn)
(Grass)
(Grass)
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Rip Rap)
(
Gr
a
s
s
)
RT
RT
(Wooded)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Grass)
aedwards 9:33:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
EXISTING SIGNING
LINE "E"
1" = 30’
WRONG
WAY
ONE
WAY
STOP
HERE ON
RED
YAWENO
SPEED
LIMIT
50
SPEED
LIMIT
50
126TH Street
EXIT … MILE
ONE
WAY
I I
I
I
1
8
8
3
2
.
9
1
I
2
6
6
1
8
2
4
.
0
8
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
147
CITY OF CARMEL
07-08C
260
2/12/09
515+00 520+00
525+00 530+00
Line "E"
Line "E"
Keystone Parkway
Keystone Parkway
Li
n
e
"S
-
1
6
-
E
"
C
a
r
m
e
l
D
r
i
v
e
C
a
r
m
e
l
D
r
i
v
e
Keystone Parkway
Keystone Parkway
82 x 2
80
82
82
82
82
82
82 514+38
R6-1
516+33
R10-6
515+65
R6-2 (R)
515+68
R6-2 (L)
526+67
R2-1 (50)
526+97
R2-1 (50)
528+80
GD (132" x 60")
HDP HDP
JSB JSB
517+09
R5-1a
(Grass)
(Grass)
(Grass)
(
B
i
t
(Grass)
(Conc.)
(Grass)
(Grass)(Grass)
(Grass)
(Grass)
Parking
(Bit. Mat.)
(Wooded)
(Grass)
(Grass)
(Grass)
(
B
i
t
(Grass)
R
RT
RT
RT
RT
(Bit. Mat.)
(Bit. Mat.)
(Bit. Mat.)
(Wooded)
(Rip Rap)
(Wooded)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
Shed
aedwards 9:33:29 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
EXISTING SIGNING
LINE "E"
1" = 30’
RA M P
25
M . P. H .
SPEED
LIM IT
50
HDP HDP
JSB JSB
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
148
CITY OF CARMEL
07-08C
260
2/12/09
535+00 540+00
Line "E"
Keystone Parkway
Keystone Parkway
80
80
538+00
W13-3 (25)
535+15
R2-1(50)
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
aedwards 9:33:37 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
1" = 30’
EXISTING SIGNING
LINE "S-6-E"
ONE
WAY
ADOPT-A-HIGHWAY
MUST
RIGHT LANE
TURN RIGHT
LANE
AHEAD
1NO
LEFT
TURN
STOP
WHEN
SCHOOL BUS
STOPS
SPEED
LIMIT
30
BEGIN
1
TO
PEDS
YIELD
HDP HDP
JSBJSB
VCSVCS VCSVCS
VCS VCSVCS VCSVCSVCSVCSVCS
P.I. 493+97.78
VCS VCSVCSVCS
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
149
CITY OF CARMEL
07-08C
260
2/12/09
4
9
5
+
0
0
Lin
e
"E"
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
116th Street
116th Street
20+00
Ke
y
s
t
o
n
e
P
a
r
k
wa
y
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
Line "S-6-E"
Lin
e
"E"
15+00
25+0020+00
M
a
n
o
r
D
r
iv
e
B
u
t
t
o
n
w
o
o
d
D
r
iv
e
P
o
in
t
e
D
r
iv
e
K
e
y
s
t
o
n
e
W
a
y
Line "S-6-E"
83
80
80
83
83
82
80
83
83
83
83
83
83
83
82
81
Pointe Dr.
116th Street 84
84
16+50
R3-2
R1-1
16+79
D3-1
D3-1
R1-1
25+91
R1-1
25+96
R1-1
12+99
R1-1
13+14
R6-2 (R)
17+16
R3-7R
R9-5
17+11
Note:See Sign Summary Table
for New Sign Location.
14+74
R2-1 (30)
24+58
W4-2
24+04
W11-1
R9-6
M4-11(2)
18+37
SR5-Y1
RT
RT
WVWV
WV
(
Gr
a
s
s
)
(
R
ip
R
a
p
)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Conc.)(Grass)(Conc.)
(Grass)
1-Sty.
Fr. Shed.1-Sty.
Fr. Shed.
Sidewalk (Conc.)
(Grass)
Canopy over Conc.
& Pum ps
(
Gr
a
s
s
)
(
R
ip
R
a
p
)
Parking Lot
(Bit. Mat.)
(Bit. Mat.)
(Grass)
(Conc.)(Grass)(Conc.)
(Grass)
1-Sty.
Fr. Shed.1-Sty.
Fr. Shed.
Sidewalk (Conc.)
(Grass)
Canopy over Conc.
& Pum ps
ACACAC
AC AC
ACACAC
ACAC
FP
FP
FP
FP
TR
RT
RT
RT
RT
Sidewalk (Conc.)
Sidewalk (Conc.)
1 Sty. Brick &
Frame Bldg.
Grass
Bldg.
Asphalt
(
A
s
p
h
a
lt
)
(
As
p
h
a
lt
)
aedwards 9:33:46 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
1" = 30’
EXISTING SIGNING
LINE "S-16-E"
HDP HDP
JSB JSB
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
150
CITY OF CARMEL
07-08C
260
2/12/09
Ke
y
s
t
o
n
e
P
a
rkw
a
y
Carmel Drive
50+00
K
e
y
s
t
o
n
e
W
a
y
45+00
55+0050+00
Carmel Drive Line "S-16-E"
Ke
y
s
t
o
n
e
P
a
rkw
a
y
Lin
e
"E"
Ke
y
s
to
n
e
P
a
rk
wa
y
Lin
e
"E"
Ke
y
s
t
o
n
e
P
a
rkwa
y
W
a
t
e
r
f
o
r
d
L
a
n
e
Line "S-16-E"
LA NE
CENTER
ONLY
SPEED
LIMIT
30
MUST
RIGHT LANE
TURN RIGHT
MUST
RIGHT LANE
TURN RIGHT
80
80
82
82
45+09
R3-9B
45+74
R2-1(30)
48+50
R3-7R
47+10
R3-7R
E. Carmel Dr.80
80
46+17
D3-1
D3-1
84
Do Not Disturb Existing Sign
Do Not Disturb Existing Sign
Do Not Disturb Existing Sign
46+17
R1-1
84 E. Carmel Dr.84
84
46+73
D3-1
D3-1
Do Not Disturb Existing Sign
46+69
R1-1
80
55+89
R1-1
Keystone Way N.
Keystone Way S.
aedwards 9:33:56 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
80
81
83
82
No Change Required to Existing Sign and Supports
Remove Existing Sheet Signs from Supports
Remove Existing Sheet Sign and Supports
Existing Sheet Sign on New Supports
84 Remove & Relocate Decorative Sign Assembly
475+00 480+00 485+00
490+00 495+00 500+00
Keystone Parkway
SIGNING & PAVEMENT MARKINGS
LINE "E"
1
1
6t
h
St
r
e
e
t
1
1
6t
h
Str
e
et
Keystone Parkway
BEGIN PROJECT
473+95.00 "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
151
CITY OF CARMEL
07-08C
260
2/12/09
80’
50
50
5054
5454
54
53
53
53
53
33 56
55
50
57
56
55
4546
33
57 56
55
56
55
65
65
1" = 50’
ELS HDP
JSB JSB
RAMP
25
M . P. H .
475+95
R2-1 (50) (24" x 30")
50
53
50 50
50
54
54
53
53
45 46
45
477+75
W13-3 (25) (24" x 30")
498+85
R3-8 (Mod.)
(36" x 36")
498+85
R5-1a
(36" x 24")
496+73
W11-2 (30" x 30")
W16-7P (24" x 12")
493+93
W11-2 (30" x 30")
W16-7P (24" x 12")
496+55
W11-2 (30" x 30")
W16-7P (24" x 12")
497+55
R2-1 (30)
(24" x 30")
116TH Street
EXIT 1/4 M ILE
Carm el Drive
53
15
M . P . H .
E116thSTRET
SPEED
LIMIT
30
SPEED
LIMIT
50
WRONG
WAY
WRONG
WAY
473+00
GD-1 (150" x 84")
482+15
GD-2 (102" x 72")
494+15
W11-2 (30" x 30")
W16-7P (24" x 12")
488+00
W4-1 (36" x 36")
33
116TH St
Carm el Dr
491+50
R3-8 (Mod.)
(36" x 36")
491+50
R5-1a
(36" x 24")
12
’
12
’
40’
80’
80’
40’
12
’
12
’
1
5
’
1
5’12
’
12
’
80’1
2
’
12
’
12
’
12
’
40’
80’
12
’
1
2
’80’
40’
12
’
1
2
’
12
’
1
2
’
12
’
12
’
80’
40’
40’
Lin
e
"S
-
6
-
E
"
Line "E"
Line "E"
33
500+85
W2-6 (30" x 30")
W16-8 (116th Street)(30" x 9")
W13-1(15)(18" x 18")
489+50
W2-6 (30" x 30")
W16-8 (116th Street)(30"x9")
W13-1 (15)(18"x18")15
M . P . H .
E116thSTRET
+
9
5
+
7
5
+
7
5
+
3
7
+
5
5 +
2
0
+
0
0 +
3
0
+
5
0
+
0
0
+
4
9
+
4
7
+
2
5
+
0
0
+
2
5
+
4
0
+
2
7
+
8
7
55 57
56
57
+
5
4
+
5
5
aedwards 9:34:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
505+00 510+00 515+00
520+00 525+00 530+00
Keystone Parkway
Keystone Parkway
E
a
st
C
a
r
m
el
Dri
v
e
Ea
st Ca
rm
e
l Drive
SIGNING & PAVEMENT MARKINGS
LINE "E"
END PROJECT
529+70.00 "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
152
CITY OF CARMEL
07-08C
260
2/12/09
65
65
65
65
65
50
50 50
50
50
50
50
50
5053
53
53
53
53
54
54 54
54
45
46
45
55 55
5555
56
56
56
57
57 80’
40’
80’
80’
40’40’
40’
80’
80’
40’
80’
80’
40’
80’
80’
40’
80’
80’
40’
40’
ELS HDP
JSB JSB
1"=50’
SPEED
LIMIT
50
RAMP
25
M . P. H .
SPEED
LIMIT
30
WRONG
WAY
WRONG
WAY
527+50
R2-1(50)
(24" x 30")
522+50
W4-3 (36" x 36")
519+71
R5-1a
(36" x 24")
519+71
R3-8 (Mod.)
(36" x 36")
+
5
0
+
8
7
513+56
W11-2 (30" x 30")
W16-7P (24" x 12")
+
7
7
+
8
8
514+11
W11-2 (30" x 30")
W16-7P (24" x 12")
511+87
R5-1a
(36" x 24")
511+87
R3-8 (Mod.)
(36" x 36")
524+50
GD-3
(150" x 54")
512+70
R2-1 (30)
(24" x 30")
516+50
W11-2 (30" x 30")
W16-7P (24" x 12")
528+50
W13-3 (25)(24" x 30")
516+00
W11-2 (30" x 30")
W16-7P (24" x 12")
Carm el Dr
116TH St
+
8
4
33
16
’
12
’
12
’
12
’
12
’
12
’
12
’
12
’
12
’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
12
’
1
2
’
1
2
’
16
’
12
’
1
2
’
1
2
’
Line "E"
Line "E"
L
in
e
"S
-
1
6
-
E
"+
4
0
+
7
4
+
2
0
33
33
3333
+
2
0
+
6
0
15
M . P . H .
509+86
W2-6 (30" x 30")
W16-8 (E. Carmel Dr.)(30" x 9")
W13-1 (15)(18" x 18")
E. CARMEL DRIVE
15
M . P . H .
E. CARMEL DRIVE
521+71
W2-6 (30" x 30")
W16-8 (E. Carmel Dr.)(30" x 9")
W13-1 (15)(18" x 18")
+
5
0
+
1
0
+
7
0+
8
4
+
1
2
56
55
53 54
54 53
5556
57
+
7
0
+
5
0
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
57
56
323158
56
55
15’+
6
6
+
2
6
+
8
4
57
12
’
+
9
8
+
9
8
+
4
8
+70
+11
+
3
8
aedwards 9:34:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
540+00 545+00
SIGNING & PAVEMENT MARKINGS
LINE "E"
535+00
Keystone Parkway
Keystone Parkway
END INCIDENTAL CONSTRUCTION
536+50.00 "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
153
CITY OF CARMEL
07-08C
260
2/12/09
ELS HDP
JSB JSB
1"=50’
EXIT 1/4 M ILE
116TH Street
Carm el Drive
537+50
GD-4 (150" x 84")
Line "E"
12
’
12
’
12
’
12
’
1
2
’
12
’
+
5
7
53
53
54
54
50
50
aedwards 9:34:46 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
15+00
1"=30’
SIGNING & PAVEMENT MARKINGS
"Shark’s Teeth" Detail
Scale: 1" = 2’
LINE "S-6-E"
HDP
BEGIN INCIDENTAL CONSTRUCTION
14+75.00 "S-6-E"
BEGIN CONSTRUCTION
15+00.00 "S-6-E"
116th Street
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
Ke
y
s
t
o
n
e
P
a
r
k
w
a
y
P
o
in
t
e
D
r
.
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
CITY OF CARMEL
07-08C
154
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
54
54
50
50
41
41
41
41 41
54
43
39
39
39
43
52
52
39
54
54
51
36
57
56
55
1
2
’
1
2
’
1
2
’
1
2
’
1
2
’
1’-0"1’-0"
1’-
6
"
51
54
43
35
36
37
44
+
0
0
18+59
R6-1 (36" x 12")
18+80
R6-1 (36" x 12")
19+07
D3-1 (KEYSTONE PKWY.)
(72" x 10")
18+17
R1-2 (36" x 36" x 36")
18+05
R1-2 (36" x 36" x 36")
17+55
W11-2 (30" x 30")
W16-7P(24" x 12")
17+70
W11-2 (30" x 30")
W16-7P(24" x 12")
19+06
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
18+61
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
19+25
W1-8a
(36" x 18")
18+03
D3-1 (116TH STREET)
(48" x 10")
15+75
R3-8 (Mod.)
(36" x 36")
YIELD
YIELD
38
36
16’
Line "S-6-E"
16’
16’
1
6’
16’
16’
12’12’
L
in
e
"E
"
36
47 x2
16+80
Ex R1-1
R3-2 (24" x 24")
KEYSTONEPARKWAY
15
M . P . H .
13+07
W2-6 (30" x 30")
W16-8 (Keystone Pkwy.)(42" x 9")
W13-1 (15)(18" x 18")
+
7
5
+
0
4
+
0
2
+
3
6
+
0
6
43 43
43
44
44
44
44
33
33
33
33
59
44 42
1
2
’
1
2
’
35
3637
ONLY
YAWENO
YAWENO
YIELD
ENTER
DO NOT
YIELD
ENTER
DO NOT
116THSTREET
KEYSTONE PKWY.
42
aedwards 9:34:59 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
1"=30’
25+00
HDP SIGNING & PAVEMENT MARKINGS
LINE "S-6-E"
END INCIDENTAL CONSTRUCTION
26+44.00 "S-6-E"
116th Street
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
B
u
t
t
o
n
w
o
o
d
D
r
.
M
a
n
o
r
D
r
.
END CONSTRUCTION
26+00.00 "S-6-E"
FP
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
CITY OF CARMEL
07-08C
155
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
39
35
39
52
52
51
51
50
5043
43
36
41
41
41
41
57
56
55
55
57
56
39
43
54
5455
55
65
54
54
48
40
39
35
44
44
+
1
2
20+73
W1-8a
(36" x 18")
20+91
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
21+35
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
21+20
R6-1 (36" x 12")
21+30
R6-1 (36" x 12")
22+21
W11-2 (30" x 30")
W16-7P (24" x 12")
22+37
W11-2 (30" x 30")
W16-7P (24" x 12")
21+93
D3-1 (116TH STREET)
(48" x 10")
21+88
R1-2 (36" x 36" x 36")
21+89
R1-2 (36" x 36" x 36")
24+47
R3-8 (Mod.)
(36" x 36")
4444
64
44
38
38
24+66
R4-7 (24" x 30")
Line "S-6-E"
L
in
e
"E
"
22+67
R1-1 (30" x 30")
3636
47 x2
27+46
W2-6 (30" x 30")
W16-8 (Keystone Pkwy.(42" x 9")
W13-1 (15)(18" x 18")
25+34
R3-9b (24" x 36")
LANE
CENTER
ONLY
+
3
0
+
6
6
+
1
8
42
44
44
44
44
44
42
33
43
36 34 36
51
47
47
49
443634
+
2
4
+
3
0
4
’
1
1’
11
’
1
3
’
34
+
7
5
+
5
6
+
4
1
3
.
5
’
1
2
’
12
’
1
2
’
1
2
’
+
4
8
+
6
3
YIELD
YIELD
YAWENO
YAWENO
YIELD
ENTER
DO NOT
YIELD
ENTER
DO NOT
KEYSTONE PARKWAY
15
M . P . H .
KEYSTONE PKWY.
116THSTREET
20+78
D3-1 (KEYSTONE PKWY.)
(72" x 10")
D3-1 (E. CARMEL DR.)(60" x 10")
E. CARMEL DR.
aedwards 9:35:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
1"=30’
45+00 50+00
"Shark’s Teeth" Detail
Scale: 1" = 2’
SIGNING & PAVEMENT MARKINGS
LINE "S-16-E"
E. Carmel Drive
Ke
y
s
t
o
n
e
P
a
rkw
a
y
Ke
y
s
t
o
n
e
P
a
rkw
a
y
BEGIN INCIDENTAL CONSTRUCTION
44+55.00 "S-16-E"
BEGIN CONSTRUCTION
45+45.00 "S-16-E"K
e
y
s
t
o
n
e
W
a
y
K
e
y
s
t
o
n
e
W
a
y
HDP
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
CITY OF CARMEL
07-08C
156
N/A
ELS
JSB JSB
260
2/12/09
50
50
50
39
39
39
39
41
41
41
41
52
52
54
54
54
54
51
51
36
33
33
35
43
43
57
56
55
55
55
44
44
57
56
55
43
1
2
’
1
2
’
1
2
’
12
’
1
6
’
1
6
’
16’
16’
48
50
40
35
1’-0"1’-0"
1
’-
6
"
38
44
44
38
+
4
2
+
4
5+
7
8 (typ.)
48+92
R6-1 (36" x 12")
48+71
R6-1 (36" x 12")
47+86
W11-2 (30" x 30")
W16-7P (24" x 12")
48+86
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
49+28
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
49+45
W1-8a
(36" x 18")
49+13
D3-1 (KEYSTONE PKWY.)
(72" x 10")
D3-1 (116TH STREET)
(48" x 10")
45+90
R3-8 (Mod.)
(36" x 36")
47+71
W11-2 (30" x 30")
W16-7P (24" x 12")
48+21
R1-2 (36" x 36" x 36")
48+20
R1-2 (36" x 36" x 36")
Lin
e
"E"
Line "S-16-E"
50
36
47 x2
36
47 x2
46+07
R3-2 (24" x 24")
50
43+60
W2-6 (30" x 30")
W16-8 (Keystone Pkwy.)(42" x 9")
W13-1 (15)(18" x 18")
+
8
9
47
47
49
44
43
44
42
44
42
53
YIELD
ENTER
DO NOT
YIELD
ENTER
DO NOT
KEYSTONEPARKWAY
15
M . P . H .
YIELD
YIELD
YAWENO
YAWENO
KEYSTONE PKWY.
E. CARMEL DR.
116THSTREET
48+20
D3-1 (E. CARMEL DR.)
(60" x 10")
aedwards 9:35:26 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
55+00
1"=30’
"Shark’s Teeth" Detail
Scale: 1" = 2’
HDP
END CONSTRUCTION
53+30.00 "S-16-E"
END INCIDENTAL CONSTRUCTION
55+40.00 "S-16-E"
SIGNING & PAVEMENT MARKINGS
LINE "S-16-E"
E. Carmel Drive
Ke
y
s
t
o
n
e
P
a
rkwa
y
W
a
t
e
r
f
o
r
d
L
a
n
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
CITY OF CARMEL
07-08C
157
1"=20’
N/A
ELS
JSB JSB
260
2/12/09
39
39
39
41
41
41
41
43
43
50
50
36
36
52
52
35
54
54
51
51
54
54
33
33
55
55
57
57
55
55
56
56
1
6
’
12
’
12
’
16’16’
16’
16’
16’
16
’
48 40
47 x 2
39
35
1’-0"1’-0"
1’-
6
"
(typ.)
50+70
W1-8a
(36" x 18")
51+28
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
50+86
R1-2 (36" x 36" x 36")
R5-1 (30" x 30")
51+44
R6-1 (36" x 12")
51+59
R6-1 (36" x 12")
52+35
W11-2 (30" x 30")
W16-7P (24" x 12")
53+25
R4-7 (24" x 30")
54+37
R3-8 (Mod.)
(36" x 36") 52+60
W11-2 (30" x 30")
W16-7P (24" x 12")
52+16
R1-2 (36" x 36" x 36")
52+10
R1-2 (36" x 36" x 36")
50+98
D3-1 (KEYSTONE PKWY.)
(72" x 10")
Line "S-16-E"
Line
"E"
56+37
W2-6 (30" x 30")
W16-8 (Keystone Pkwy.(42" x 9")
W13-1 (15)(18" x 18")
+
2
5 +
2
5
+
5
8
1
2
’
11’
44
44
42
33
42
44
44
YIELD DO NOT
ENTER
YIELD DO NOT
ENTER
YAWENO
YAWENO
YIELD
YIELD
KEYSTONEPARKWAY
15
M . P . H .
52+07
D3-1 (E. CARMEL DR.)
(60" X 10")
E. CARMEL DR.
KEYSTONE PKWY.KEYSTONE PKWY.
aedwards 9:35:39 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.PM07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
41
Line, Epoxy, Solid, White, 6 in.
45
Line, Thermoplastic, Broken, White, 6 in. (3’ Line, 3’ Gap)
48
Line, Thermoplastic, Broken, White, 4 in.
49
Line, Thermoplastic, Solid, Yellow, 8 in.
50
Line, Thermoplastic, Solid, Yellow, 4 in.
51
Line, Thermoplastic, Solid, White, 6 in.
Gound Mounted Sheet Sign
Ground Mounted Panel Sign
43 Line, Thermoplastic, Solid, White, 4 in.
53
52
Line, Thermoplastic, Solid, White, 8 in.
34
35 Pavement Message Markings,
Thermoplastic, "Fishhook Arrow"
36 Pavement Message Markings,
Thermoplastic, Lane Indication Arrow
54
Line, Epoxy, Solid, Yellow, 4 in. Edge Line55
Line, Thermoplastic, Broken, Yellow, 4 in.
47
42
46
Transverse Markings, Thermoplastic,
Crosshatch Line, (Yellow), 12 in.
39
44
56 Line, Epoxy, Solid, White, 4 in. Edge Line
40
Line, Thermoplastic, Broken, White, 12 in. (3’ Line, 3’ Gap)
Line, Thermoplastic, Solid, White, 4 in. Edge Line
Line, Thermoplastic, Solid, Yellow, 4 in. Edge Line
Raised Pavement Marker, Two-Way, White/Red
Raised Pavement Marker, Two-Way, Yellow/Red
33 Pavement Message Markings,
Epoxy, Fishhook Arrow 57 Line, Epoxy, Solid, White, 4 in.
Raised Pavement Marker, One-Way, White
Transverse Marking, Thermoplastic,
"Sharks Teeth"
65 Line, Epoxy, Broken, White, 4 in.
Transverse Markings, Thermoplastic,
Crosswalk Line, White, 24 in.
Pavement Message Markings,
Thermoplastic, Symbol (BIKE)
Transverse Marking, Thermoplastic,
Crosshatch Line, White, 24 in.32
31 Pavement Message Markings,
Epoxy, Lane Indication Arrow
Transverse Markings,
Thermoplastic, Stop Line, White, 24 in.38
37
58 Line, Epoxy, Solid, White, 8 in.
Pavement Message Markings,
Thermoplastic, Word (ONLY)
Pavement Message Markings,
Epoxy, Word (ONLY)
N/A
N/A
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
SHEET SIGN & POST SUMMARY
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
SHEET SIGN & POST SUMMARY
SHEET SIGN & POST SUMMARY TABLE
HDP
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
CITY OF CARMEL
07-08C
158
N/A
ELS
JSB JSB
260
2/12/09
24X30 5.00 10.5 10.5
24X30 5.00 10.5 10.5
W4-1 36X36 9.00 11.0 11.0
W2-6 30X30 6.25
W16-8(116th Street)30X9 1.88
W13-1(15)18X18 2.25 10.0 10.0
W2-6 30X30 6.25
W16-8(116th Street)30X9 1.88
W13-1(15)18X18 2.25 12.5 12.5
36X36 9.00
R5-1a 36X24 6.00 11.0 11.0
R5-1a 36X24 6.00 7.0 7.0
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
24X30 5.00 10.5 10.5
R5-1a 36X24 6.00 7.0 7.0
36X36 9.00
R5-1a 36X24 6.00 11.0 11.0
W2-6 30X30 6.25
W16-8(116th Street)30X9 1.88
W13-1(15)18X18 2.25 12.5 12.5
W2-6 30X30 6.25
W16-8(116th Street)30X9 1.88
W13-1(15)18X18 2.25 10.0 10.0
W2-6 30X30 6.25
W16-8(E. Carmel Dr.)30X9 1.88
W13-1(15)18X18 2.25 10.0 10.0
W2-6 30X30 6.25
W16-8(E. Carmel Dr.)30X9 1.88
W13-1(15)18X18 2.25 12.5 12.5
36X36 9.00
R5-1a 36X24 6.00 11.0 11.0
R5-1a 36X24 6.00 7.0 7.0
24X30 5.00 10.5 10.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
36X36 9.00
R5-1a 36X24 6.00 11.0 11.0
R5-1a 36X24 6.00 7.0 7.0
W2-6 30X30 6.25
W16-8(E. Carmel Dr.)30X9 1.88
W13-1(15)18X18 2.25 12.5 12.5
W2-6 30X30 6.25
W16-8(E. Carmel Dr.)30X9 1.88
W13-1(15)18X18 2.25 10.0 10.0
LINE "E"
500+85 Lt.
501+72 Rt.Ex. R2-1 (50)Remove Existing Sheet Sign and Supports
507+11 Lt.Ex. R2-1 (50)Remove Existing Sheet Sign and Supports
509+86 Rt.
509+86 Rt.
511+87 Rt.R3-8 (Mod.)
511+87 Rt.
512+70 Lt. R2-1 (30)
513+02 Rt.Ex. R5-1a Remove Existing Sheet Sign and Supports
513+02 Rt.Ex. R5-1a Remove Existing Sheet Sign and Supports
513+56 Lt.
514+11 Rt.
514+38 Rt.Ex. R6-1 Remove Existing Sheet Sign and Supports
515+65 Rt.Ex. R6-2 (R)Remove Existing Sheet Sign and Supports
515+68 Rt.Ex. R6-2 (L)Remove Existing Sheet Sign and Supports
516+00 Lt.
516+33 Lt.Ex. R10-6 Remove Existing Sheet Sign and Supports
516+50 Rt.
517+09 Lt.Ex. R5-1a Remove Existing Sheet Sign and Supports
517+09 Rt.Ex. R5-1a Remove Existing Sheet Sign and Supports
519+71 Lt.R3-8 (Mod.)
519+71 Lt.
521+71 Lt.
521+71 Lt.
Remove Existing Sheet Sign and Supports
LINE "E"
460+37 Rt.Ex. R2-1 (50)No Change Required to Existing Sign and Supports
475+95 Lt.R2-1 ( 50)
477+75 Rt.W13-3 (25)
488+00 Lt.
489+50 Rt.
489+50 Rt.
490+97 Lt.Ex. R2-1 (40)Remove Existing Sheet Sign and Supports
491+50 Rt.R3-8 (Mod.)
491+50 Rt.
493+03 Rt.Ex. R5-1a Remove Existing Sheet Sign and Supports
493+03 Rt.Ex. R5-1a Remove Existing Sheet Sign and Supports
493+93 Rt.
494+15 Lt.
494+75 Rt.Ex. R6-1 Remove Existing Sheet Sign and Supports
495+80 Rt.Ex. R6-2 (R.)Remove Existing Sheet Sign and Supports
495+88 Rt.Ex. R6-2 (L)Remove Existing Sheet Sign and Supports
496+55 Rt.
496+73 Lt.
497+20 Lt.Ex. R5-1a Remove Existing Sheet Sign and Supports
497+20 Lt.Ex. R5-1a
497+55 Rt.R2-1 (30)
498+85 Lt.
498+85 Lt.R3-8 (Mod.)
499+71 Rt.Ex. E1-3 Remove Existing Sheet Sign and Supports
500+71 Rt.Ex. M1-5 Remove Existing Sheet Sign and Supports
500+85 Lt.
aedwards 9:35:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN09.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
N/A
N/A
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
SHEET SIGN & POST SUMMARY
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
SHEET SIGN & POST SUMMARY
SHEET SIGN & POST SUMMARY TABLE
HDP
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
CITY OF CARMEL
07-08C
159
N/A
ELS
JSB JSB
260
2/12/09
W4-3 36X36 9.00 8.0 8.0
24X30 5.00 10.5 10.5
W13-3(25)24X30 5.00 10.5 10.5
W2-6 30X30 6.25
W16-8(Keystone Pkwy)42X9 2.63
W13-1(15)18X18 2.25 12.5 12.5
36X36 9.00 11.0 11.0
Adopt-A-Highway 11.0 11.0
10.5 10.5
R3-1 24x24 4.00 12.5 12.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
48X10 3.33
R1-2 36X36X36 7.79 10.5 10.5
R1-2 36X36X36 7.79 10.5 10.5
11.0 11.0
R6-1 36X12 3.00 9.0 9.0
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
R6-1 36X12 3.00 9.0 9.0
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
D3-1 (Keystone Pkwy.)72X10 5.00
W1-8a 36X18 4.50 9.5 9.5
W1-8a 36X18 4.50 9.5 9.5
D3-1(Keystone Pkwy.)72X10 5.00
D3-1(E. Carmel Drive)60X10 4.17
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
R6-1 36X12 3.00 9.0 9.0
R6-1 36X12 3.00 9.0 9.0
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
R1-2 36X36X36 7.79 10.5 10.5
R1-2 36X36X36 7.79 10.5 10.5
48X10 3.33
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
R1-1 30X30 6.25 10.5 10.5
36X36 9.00 11.0 11.0
11.0 11.0
24+66 R4-7 24X30 5.00 10.5 10.5
R3-9B 24x36 6.00 11.0 11.0
10.5 10.5
10.5 10.5
12.0 12.0
W2-6 30X30 6.25
W16-8(Keystone Pkwy)42X9 2.63
W13-1(15)18X18 2.25 12.5 12.5
W2-6 30X30 6.25
W16-8(Keystone Pkwy)42X9 2.63
W13-1(15)18X18 2.25
36X36 9.00
LINE "S6E"
19+07 Rt.Place Sign On Decorative Post
19+25 Lt.
20+73 Rt.
20+78 Lt.Place Sign On Decorative Post
Place Sign On Decorative Post
20+91 Rt.
21+20 Rt.
21+30 Lt.
21+35 Rt.
21+88 Lt.
21+89 Lt.
21+93 Rt.D3-1(116th Street)Place Sign On Decorative Post
22+21 Rt.
22+37 Lt.
22+67 Lt.
24+47 Lt.R3-8 (Mod.)
24+58 Rt.Ex. W4-2 Relocate Existing Sheet Sign On New Supports from Sta. 24+58 Rt.
25+34 Rt.
25+91 Lt.Ex. R1-1 Relocate Existing Sheet Sign On New Supports from Sta. 25+91 LT.
25+96 Rt.Ex. R1-1 Relocate Existing Sheet Sign On New Supports from Sta. 25+96 Rt.
26+00 Rt.Ex. W11-1 Relocate Existing Sheet Sign On New Supports from Sta. 24+04 Rt.
Ex. M4-11(2)Relocate Existing Sheet Sign On New Supports from Sta. 24+04 Rt.
Ex. R9-6 Relocate Existing Sheet Sign On New Supports from Sta. 24+04 Rt.
27+46 Lt.
LINE "S16E"
43+60 Rt.
Decorative Surround, Post, and Assembly Required
45+09 Lt.Ex. R3-9B No Change Required to Existing Sign and Supports
45+74 Lt.Ex. R2-1 (30)No Change Required to Existing Sign and Supports
45+90 Rt.R3-8 (Mod.)Decorative Surround, Post, and Assembly Required
Relocate Existing Sheet Sign On New Supports from Sta. 17+11 Lt.
LINE "E"
522+50 Rt.
526+67 Lt.Ex. R2-1 (50)Remove Existing Sheet Sign and Supports
526+97 Rt.Ex. R2-1 (50)Remove Existing Sheet Sign and Supports
527+50 Rt.R2-1 (50)
528+50 Lt.
535+15 Lt.Ex. R2-1 (50)No Change Required to Existing Sign and Supports
538+00 Rt.Ex. W13-3 (25)No Change Required to Existing Sign and Supports
LINE "S6E"12+99 Lt.Ex. R1-1 No Change Required to Existing Sign and Supports
13+07 Rt.
13+14 Rt.Ex. R6-2 R No Change Required to Existing Sign and Supports
14+74 Lt.Ex. R2-1 (30)No Change Required to Existing Sign and Supports
15+75 Rt.R3-8 (Mod.)
15+75 Lt.
16+15 Rt.Ex. D3-1 (116th St.)Relocate Ex. Decorative Sign and Assembly from Sta. 16+79 Rt.
Ex. D3-1 (Pointe Dr.)Relocate Ex. Decorative Sign and Assembly from Sta. 16+79 Rt.
16+50 Rt.Ex. R1-1 Relocate Existing Sheet Sign On New Supports from Sta. 16+50 Rt.
Ex. R3-2 Remove Existing Sheet Sign from Supports
16+80 Rt.Ex. R1-1 Relocate Existing Sheet Sign On New Supports from Sta. 16+79 Rt.
17+16 Rt.Ex. R3-7R Remove Existing Sheet Sign and Supports
Ex. R9-5 Remove Existing Sheet Sign and Supports
17+55 Rt.
17+70 Lt.
18+03 Lt.D3-1 (116th Street)Place Sign on Decorative Post
18+05 Rt.
18+17 Rt.
18+50 Lt.Ex. SR5-Y1 Relocate Existing Sheet Sign On New Supports from Sta. 18+37 Lt.
18+59 Rt.
18+61 Lt.
18+80 Lt.
19+06 Lt.
aedwards 9:35:54 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN10.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
N/A
N/A
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
SHEET SIGN & POST SUMMARY
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
PLAN
SHEET NO.
/ LINE
SIGN
LOCATION
SIGN
CODE
SIGN
SIZE
(in.x in.)
SIGN
ENCAPSULATED LENS
METAL THICKNESS
(in.)
0.080
SFT.
0.100
SFT.
0.125
SFT.
POST
SQUARE, QUIK - PUNCH
214" x 214" x 12 ga.
REINFORCED
POST LENGTH (FT.)
21 TOTAL
REMARKS
SHEET SIGN & POST SUMMARY
SHEET SIGN & POST SUMMARY TABLE
HDP
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
CITY OF CARMEL
07-08C
160
N/A
ELS
JSB JSB
260
2/12/09
R3-2 24X24 4.00
W11-2 30X30 6.25
W16-7P 24X12 2.00
W11-2 30X30 6.25
W16-7P 24X12 2.00
D3-1(E. Carmel Dr.)60X10 4.17
R1-2 36X36X36 7.79
R1-2 36X36X36 7.79
R6-1 36X12 3.00 9.0 9.0
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
R6-1 36X12 3.00 9.0 9.0
D3-1(Keystone Pkwy.)72X10 5.00
D3-1(116th Street)48X10 3.33
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
W1-8a 36X18 4.50 9.5 9.5
W1-8a 36X18 4.50 9.5 9.5
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
D3-1(Keystone Pkwy.)72X10 5.00
R1-2 36X36X36 7.79
R5-1 30X30 6.25 10.5 10.5
R6-1 36X12 3.00 9.0 9.0
R6-1 36X12 3.00 9.0 9.0
D3-1(E Carmel Dr.)60X10 4.17
R1-2 36X36X36 7.79 10.5 10.5
R1-2 36X36X36 7.79 10.5 10.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
W11-2 30X30 6.25
W16-7P 24X12 2.00 11.5 11.5
R4-7 24X30 5.00 10.5 10.5
36X36 9.00 11.0 11.0
W2-6 30X30 6.25
W16-8(Keystone Pkwy)42X9 2.63
W13-1(15)18X18 2.25 12.5 12.5
Decorative Surround, Post, and Assembly Required
LINE "S16E"
46+07 Lt.Decorative Surround, Post, and Assembly Required
46+10 Lt.Ex. R1-1 Relocate Ex. Decorative Sign and Supports from Sta. 46+17 Lt.
46+17 Rt.Ex. D3-1 No Change Required to Existing Sign and Supports
Ex. D3-1 No Change Required to Existing Sign and Supports
46+67 Rt.Ex. R1-1 Relocate Ex. Decorative Sign and Supports from Sta. 46+69 Rt.
46+69 Lt.Ex.D3-1(E. Carmel Dr)Relocate Ex. Decorative Sign and Supports from Sta. 46+73 Lt.
Ex.D3-1(Keystone Way N)Relocate Ex. Decorative Sign and Supports from Sta. 46+73 Lt.
47+10 Rt.Ex. R3-7R Remove Existing Sheet Sign and Supports
47+71 Rt.
Decorative Surround, Post, and Assembly Required
47+86 Lt.
Decorative Surround, Post, and Assembly Required
48+20 Rt.Place Sign On Decorative Post
48+20 Rt.
48+21 Rt.Decorative Surround, Post, and Assembly Required
48+50 Rt.Ex. R3-7R Remove Existing Sheet Sign and Supports
48+71 Rt.
48+86 Lt.
48+92 Lt.
49+13 Rt.Place Sign On Decorative Post
Place Sign On Decorative Post
49+28 Lt.
49+45 Lt.
50+70 Rt.
50+86 Rt.
50+98 Lt.Place Sign On Decorative Post
51+28 Rt.
51+44 Rt.
51+59 Rt.
52+07 Lt.Place Sign On Decorative Post
52+10 Lt.
52+16 Lt.
LINE "S16E"
52+35 Rt.
52+60 Lt.
53+25 Rt.
54+37 Lt.R3-8 (Mod.)
55+89 Rt.Ex. R1-1 No Change Required to Existing Sign and Supports
56+37 Lt.
aedwards 9:36:00 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN11.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
PANEL SIGN DETAILS
PANEL SIGN SUMMARY TABLE
S
I
G
N
S
IZ
E
S
IG
N
C
O
D
E
ft.ft.
P
A
N
E
L
S
I
G
N
A
R
E
A
SIGN SUMMARY
M
E
D
IA
N
R
IG
H
T
LE
F
T
STATION
LOCATION
P
O
S
T
LE
N
G
T
H
S
TU
B
LE
N
G
T
H
POST LENGTH
POST 1 POST 2
S
TU
B
LE
N
G
TH
P
O
S
T
LE
N
G
TH
ft.ft.
W6 X 9
lbs.
S
T
E
E
L
(ft. x ft.)
F
O
U
N
D
A
T
IO
N
T
Y
P
E
AS NOTED
sft.
REMARKS
HDP
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
CITY OF CARMEL
07-08C
161
N/A
ELS
JSB JSB
260
2/12/09
1
4
1
3
13 66 10 48
1
0
1
3
22 24
37
8
2 13
37
1
3
8 59
1
0
1
0
22 32 10 21 10 33
13
22
22
14
3
9
3
4
8
4
150
8" Radius, 2" Border, 1" Indent, White on Green;
[Carmel Drive] E Mod 75} spacing; [116TH Street] E Mod 75} spacing; [EXIT 1/4 MILE] E Mod;
Table of widths and spaces.
EX IT 1/4 M ILE
116TH Street
Carm el D rive
9.4
1
3.4
11.2 65.6 13.4 20.5
7
13
.3
11.2 23.7
29
.8
8
1.6
13.6
29
.8
13
.3
8 19.4
18
.2
1
6
.1
12 16.1 11.2
72.5
1
0.9 1
6.2
1
0.9
19.7
5
4
150
6.8" Radius, 1.3" Border, 0.8" Indent, White on Green;
[Carmel Dr] E Mod 75} spacing; [116TH St] E Mod 75} spacing; Arrow Custom - 20.0" 45{;
Table of widths and spaces.
Carm el D r
116TH St
1
2.9
10
.7
22.3 18.9
1
2.9
8
1.5
13.5
1
2.9
10
.7
8 15.5
7
1
0
.6
11.2 52.5 10.7 16.4
4
1
6.1
43 16
22.3
11.2
43
10
.7
51
.1
48
.4
72
102
8.3" Radius, 2.0" Border, 0.8" Indent, White on Green;
[116TH St] E Mod 75} spacing; [Carmel Dr] E Mod 75} spacing; Arrow 8 - 20.0" 45{;
Table of widths and spaces.
116TH St
Carm el D r
14
1
3
23 24
14
8
2 13
14
1
3
6 59
1
0
1
3
11 66 13 49
1
0
1
0
22 32 10 21 10 33
23
11
22
1
4
62
57
84
150
8" Radius, 2" Border, 1" Indent, White on Green;
[116TH Street] E Mod 75} spacing; [Carmel Drive] E Mod 75} spacing; [EXIT 1/4 MILE] E Mod;
Table of widths and spaces.
116TH Street
EX IT 1/4 M ILE
Carm el D rive
GD-1 STA. 473+00
GD-2 STA. 482+15
GD-3 STA. 524+50
GD-4 STA. 537+50
473+00 X GD-1 87.50 20.67 2.00 21.27 2.00 472.72 VII
482+15 X GD-2 51.00 16.08 2.00 16.69 2.00 390.19 VII
524+50 X GD-3 56.25 16.11 2.00 19.86 2.00 418.99 VII
537+50 X GD-4 87.50 20.77 2.00 21.24 2.00 473.35 VII
TOTALS:282.25 73.63 8 79.06 8 1755.25
12.50 X 7.00
Line "E"
8.50 X 6.00
12.50 X 4.50
12.50 X 7.00
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No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
537
50
482
15
473
00
SIGNING CROSS SECTION
LINE "E"
1"=10’
GD-1
GD-2
GD-4
GD-3
805
795
785
795
785
805
810
800
790
810
800
790
835
825
815
835
825
815
524
50
840
830
820
840
830
820
HDP HDP
JSB JSB
40 60 80 200 220 240 260 280 300 320200220240260150406080
0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
200
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
162
1" = 20’
100 120 140 160 180100120140160180
280 180 160 140 120 100 100 120 140 160 180
CITY OF CARMEL
07-08C
260
Wide Flange Support Post
Foundation, Type VII
Elev. 789.33
Elev. 794.33
Elev. 793.73
Elev. 788.73
W6x9, L=21.27’
W6x9, L=20.67’
EXIT 1/4 MILE
116TH Street
Carm el Drive
116TH St
Carmel Dr
116TH Street
EXIT 1/4 MILE
Carm el Drive
STA. 473+00 LINE "E" (LOOKING NORTH)
STA. 482+15 LINE "E" (LOOKING NORTH)
STA. 537+50 LINE "E" (LOOKING SOUTH)
Stub Length = 2.0’
Foundation Dia. = 20.0"
Foundation Depth = 5.0’
Stub Length = 2.0’
Foundation Dia. = 20.0"
Foundation Depth = 5.0’
Stub Length = 2.0’
Foundation Dia. = 20.0"
Foundation Depth = 5.0’
12.5’
7
’
30’
7
’7.5’
8.5’
6
’
6’
7
’
Elev. 801.42
Elev. 796.42
Elev. 802.01
Elev. 797.01
Wide Flange Support Post
Foundation, Type VII
W6x9, L=16.69’
W6x9, L=16.08’
12.5’
7
’
Elev. 826.26
Elev. 831.26
7.5’
W6x9, L=21.24’
W6x9, L=20.77’
Elev. 827.51
Wide Flange Support Post
Foundation, Type VII
Elev. 832.51
7
Carm el Dr
116TH St
12.5’
4
.5
’
7
’
6’
STA. 524+50 LINE "E" (LOOKING SOUTH)
Elev. 822.40
Elev. 827.40
Elev. 823.65
Elev. 818.65
Wide Flange Support Post
Foundation, Type VII
7.5’
W6x9, L=19.86’
W6x9, L=16.11’
Stub Length = 2.0’
Foundation Dia. = 20.0"
Foundation Depth = 5.0’
8’
SHOULDER
12’
LANE
12’
LANE
3’
SHOULDER
5.1’
12’
LANE
12’
LANE
VARIES
GORE
18’
LANE
10’
SHOULDER
Line "E"
Line "E"
Line "E"
Line "E"
12’
LANE
12’
LANE
VARIES
LANE
8’
SHOULDER
6’
12’
LANE
12’
LANE
VARIES
LANE
10’
SHOULDER
aedwards 9:36:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SN08.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
VMS
NSP ALT
ALT
1" = 50’
LIGHTING DETAIL
LINE "E"
480+00 485+00
500+00495+00
475+00
490+00
Keystone Parkway
Keystone Parkway
1
1
6
t
h
S
t
r
e
e
t
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
163
CITY OF CARMEL
07-08C
260
2/12/09
A-1
Line "E"
Line "E"
Lin
e
"S
-
6
-
E"
COL-1
101+35 "COL-W", 31.0’ LT.
K-9
486+40 "E", 82.0’ LT.
K-7
484+00 "E", 79.5’ LT.
K-1
477+00 "E", 74’ LT.
K-3
479+35 "E", 74’ LT.
K-5
481+70 "E", 76.5’ LT.
K-2
478+00 "E", 73.0’ RT.
K-4
480+35 "E", 73.0’ RT.
K-6
482+70 "E", 75.0’ RT. K-8
484+80 "E", 80.0’ RT.
SER-1
493+42 "SER", 32.5’ RT.
COL-2
101+20 "COL-E", 31.0’ RT.
Note: See Sheet 165 for Roundabout Lighting
aedwards 9:36:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.LT01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505133
AMBER L. T
O
LLE
Lighting Circuit Number
4-1C No. 4 CU Conductor in Plastic Duct in Trench
4-1C No. CU Conductor in 2" Galvanized Steel Conduit
Cable Duct Marker
Exact Location and Arrow Direction to be Determined
after Duct Installation
150 Watt HPS Underpass Luminaire
Existing Lighting Handhole to Remain
Lighting Handhole (Type as Shown)
Junction Box
Service Point (Type as Shown)
4-1C No. 4 Cu Conductor in 2’ PVC Conduit under Barrier Wall or in Bridge Deck
New Overhead Cantilever Sign Structure
Proposed 250 Watt M.H. Holophane Mongoose Luminaire
with I.E.S. Distribution I-M-C, photometric curve 49296.
upward tilt.
Proposed 250 Watt M.H. Holophane Port Huron Luminaire
with I.E.S. Distribution III-S-C and photometric curve
102043 on a Spring City Northhampton cross arm on a
Washington Steel Post with decorative base.
NSP
ALT VMS
ALT
1" = 50’
515 520
LIGHTING DETAIL
LINE "E"
Keystone Parkway
Keystone Parkway
C
a
r
m
e
l
D
r
i
v
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
164
CITY OF CARMEL
07-08C
260
2/12/09
A-1
Line "E"
L
i
n
e
"
S
-
1
6
-
E
"
NWR-1
516+54 "NWR", 34.0’ LT. COL-3
117+00 "COL-W", 32.0’ LT.
Existing Signal
to Remain Existing Signal
to Remain
Existing Signal
to Remain
Existing Signal
to Remain
K-18
535+50 "E", 58.0’ LT. K-17
533+15 "E", 58.0’ LT.
K-15
530+80 "E", 58.0’ LT.
K-13
528+45 "E", 61.0’ LT.
K-12
527+50 "E", 62.0’ RT.
K-14
529+80 "E", 62.0’ RT.
K-16
532+15 "E", 62.0’ RT.
K-10
525+00 "E", 66.0’ RT.
K-11
526+15 "E", 69.0’ LT.
COL-4
117+42 "COL-E", 30.0’ RT. NER-1
516+81 "NER", 34.5’ RT.
Note: See Sheet 166 For Roundabout Lighting.
aedwards 9:36:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.LT02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505133
AMBER L. T
O
LLE
4
9
+
6
2
.
0
0
"S
-
16
-
E"
4
7
.
0
0
LT
Lighting Circuit Number
4-1C No. 4 CU Conductor in Plastic Duct in Trench
4-1C No. CU Conductor in 2" Galvanized Steel Conduit
Cable Duct Marker
Exact Location and Arrow Direction to be Determined
after Duct Installation
150 Watt HPS Underpass Luminaire
Existing Lighting Handhole to Remain
Lighting Handhole (Type as Shown)
Junction Box
Service Point (Type as Shown)
4-1C No. 4 Cu Conductor in 2’ PVC Conduit under Barrier Wall or in Bridge Deck
New Overhead Cantilever Sign Structure
Proposed 250 Watt M.H. Holophane Mongoose Luminaire
with I.E.S. Distribution I-M-C, photometric curve 49296.
upward tilt.
Proposed 250 Watt M.H. Holophane Port Huron Luminaire
with I.E.S. Distribution III-S-C and photometric curve
102043 on a Spring City Northhampton cross arm on a
Washington Steel Post with decorative base.
ALT VMS LIGHTING DETAIL
LINE "S-6-E"
1"=30’
20+00
25+00
15+00
UNDERPASS LIGHTING DETAIL
NSP ALT
116th Street
K
e
y
s
t
o
n
e
P
a
r
k
w
a
y
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
CITY OF CARMEL
07-08C
165
N/A
260
2/12/09
FP
A-1
Line "S-6-E"
Lin
e
"E"
Scale: 1"=20’
Bridge Coping
F.F. MSE Wall
5
0
’-
0
"Line "S-6-E"
Service Point "A"
Type II Service Point
120/240 Volts Req’d.
116-3
17+10 "S-6-E", 60’ RT.
116-6
18+12 "S-6-E", 65’ RT.
116-9
19+40 "S-6-E", 68’ RT.
116-8
18+98 "S-6-E", 151’ RT.
116-11
19+60 "S-6-E", 97’ RT.
116-14
20+43 "S-6-E", 113’ RT.
116-15
20+55 "S-6-E", 72’ RT.
116-17
21+72 "S-6-E", 63’ RT.
116-19
22+75 "S-6-E", 36’ RT.
116-18
21+92 "S-6-E", 56’ LT.
116-16
20+58 "S-6-E", 71’ LT.
116-13
20+41 "S-6-E", 95’ LT.
116-12
19+63 "S-6-E", 109’ LT.
116-7
18+68 "S-6-E", 115’ LT.
116-10
19+48 "S-6-E", 66’ LT.
116-5
18+02 "S-6-E", 63’ LT.
116-4
17+17 "S-6-E", 32’ LT. 116-2
15+85 "S-6-E", 30’ LT.
Service Point "B"
Type II Service Point
120/240 Volts Req’d.
Handhole
Type "A" Req’d.
Handhole
Type "B" Req’d.
H
a
n
d
h
o
le
T
y
p
e
"B
"
R
e
q
’d
.
Handhole
Type "B" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "A" Req’d.
116-1
15+64 "S-6-E", 62’ RT.
116-U2
494+65 "E", 46’ RT.
116-U1
495+99 "E", 46’ LT.
Handhole
Type "C" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "C" Req’d.
aedwards 9:36:59 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.LT03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505133
AMBER L. T
O
LLE
Lighting Circuit Number
4-1C No. 4 CU Conductor in Plastic Duct in Trench
4-1C No. CU Conductor in 2" Galvanized Steel Conduit
Cable Duct Marker
Exact Location and Arrow Direction to be Determined
after Duct Installation
150 Watt HPS Underpass Luminaire
Existing Lighting Handhole to Remain
Lighting Handhole (Type as Shown)
Junction Box
Service Point (Type as Shown)
4-1C No. 4 Cu Conductor in 2’ PVC Conduit under Barrier Wall or in Bridge Deck
New Overhead Cantilever Sign Structure
Proposed 250 Watt M.H. Holophane Mongoose Luminaire
with I.E.S. Distribution I-M-C, photometric curve 49296.
upward tilt.
Proposed 250 Watt M.H. Holophane Port Huron Luminaire
with I.E.S. Distribution III-S-C and photometric curve
102043 on a Spring City Northhampton cross arm on a
Washington Steel Post with decorative base.
ALT VMS LIGHTING DETAIL
LINE "S-16-E"
1"=30’
50+0045+00
55+00
UNDERPASS LIGHTING DETAIL
NSP ALT
Carmel Drive
Ke
y
s
t
o
n
e
P
a
rkwa
y
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
CITY OF CARMEL
07-08C
166
N/A
JSB
260
2/12/09
A-1
Line "S-16-E"
Lin
e
"E"
Scale: 1"=20’
F.F. MSE Wall
Bridge Coping
5
0
’-
0
"
Service Point "C"
Type II Service Point
120/240 Volts Req’d.
Service Point "D"
Type II Service Point
120/240 Volts Req’d.
CD-2
48+14 "S-16-E", 35.0’ LT.
CD-4
48+84 "S-16-E", 70.0’ LT.
CD-6
49+62 "S-16-E", 47.0’ LT.
CD-7
49+66 "S-16-E", 87.0’ LT.
CD-9
50+51 "S-16-E", 77.5’ LT.
CD-11
51+56 "S-16-E", 110.0’ LT.
CD-13
52+33 "S-16-E", 50.0’ LT.
CD-12
51+85 "S-16-E", 55.0’ RT.
CD-10
50+62 "S-16-E", 45.0’ RT.
CD-8
50+25 "S-16-E", 81.5’ RT.
CD-5
49+53 "S-16-E", 96.0’ RT.
CD-3
48+46 "S-16-E", 76.0’ RT.
CD-U1
515+40 "E", 45.5’ LT.
CD-U2
514+60 "E", 45.5’ RT.
Handhole
Type "B" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "A" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "B" Req’d.
Handhole
Type "A" Req’d.
CD-14
53+21 "S-16-E", 35.0’ RT.
Handhole
Type "A" Req’d.
CD-1
47+29 "S-16-E", 43.0’ RT.
Remove and Reinstall Ex. Light
Line "S-16-E"
Handhole
Type "C" Req’d.
Handhole
Type "C" Req’d.
aedwards 9:37:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.LT04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505133
AMBER L. T
O
LLE
Lighting Circuit Number
4-1C No. 4 CU Conductor in Plastic Duct in Trench
4-1C No. CU Conductor in 2" Galvanized Steel Conduit
Cable Duct Marker
Exact Location and Arrow Direction to be Determined
after Duct Installation
150 Watt HPS Underpass Luminaire
Existing Lighting Handhole to Remain
Lighting Handhole (Type as Shown)
Junction Box
Service Point (Type as Shown)
4-1C No. 4 Cu Conductor in 2’ PVC Conduit under Barrier Wall or in Bridge Deck
New Overhead Cantilever Sign Structure
Proposed 250 Watt M.H. Holophane Mongoose Luminaire
with I.E.S. Distribution I-M-C, photometric curve 49296.
upward tilt.
Proposed 250 Watt M.H. Holophane Port Huron Luminaire
with I.E.S. Distribution III-S-C and photometric curve
102043 on a Spring City Northhampton cross arm on a
Washington Steel Post with decorative base.
N/A
N/A
ALT
NSP ALT
VMS
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
167LUMINAIRE TABLE
LUMINAIRE TABLE
LUMINAIRE NO.
FOUNDATION TYPE
CIRCUIT CONNECTION
CONNECTION TYPE
MAST ARM LENGTH (FT)
ELEVATION
POLE SET BACK (FT)
SHOULDER WIDTH (FT)
LUMINAIRE E.M.H. (FT)
FACE OF CURB
LINE
RAMP
SET BACK
FROM
SEE NOTES
LUMINAIRE NO.
FOUNDATION TYPE
LUMINAIRE E.M.H. (FT)
SIGN STRUCTURE TABLE
SIGN STRUCTURE NO.
NUMBER OF LIGHTS
CIRCUIT CONNECTION
NUMBER OF "R"
NUMBER OF "B"
CONNECTION TYPE
FOR STRUCTURE TYPE
SEE NOTES
LUMINAIRE TABLE
LUMINAIRE NO.
FOUNDATION TYPE
CIRCUIT CONNECTION
CONNECTION TYPE
MAST ARM LENGTH (FT)
ELEVATION
POLE SET BACK (FT)
SHOULDER WIDTH (FT)
LUMINAIRE E.M.H. (FT)
FACE OF CURB
LINE
RAMP
SET BACK
FROM
SEE NOTES
LUMINAIRE NO.
FOUNDATION TYPE
LUMINAIRE E.M.H. (FT)
SIGN STRUCTURE TABLE
SIGN STRUCTURE NO.
NUMBER OF LIGHTS
CIRCUIT CONNECTION
NUMBER OF "R"
NUMBER OF "B"
CONNECTION TYPE
FOR STRUCTURE TYPE
SEE NOTES
LUMINAIRE NO.
FOUNDATION TYPE
LUMINAIRE E.M.H. (FT)
SIGN STRUCTURE TABLE
SIGN STRUCTURE NO.
NUMBER OF LIGHTS
CIRCUIT CONNECTION
NUMBER OF "R"
NUMBER OF "B"
CONNECTION TYPE
FOR STRUCTURE TYPE
SEE NOTES
LUMINAIRE NO.
FOUNDATION TYPE
LUMINAIRE E.M.H. (FT)
SIGN STRUCTURE TABLE
SIGN STRUCTURE NO.
NUMBER OF LIGHTS
CIRCUIT CONNECTION
NUMBER OF "R"
NUMBER OF "B"
CONNECTION TYPE
FOR STRUCTURE TYPE
SEE NOTES
LUMINAIRE NO.
FOUNDATION TYPE
LUMINAIRE E.M.H. (FT)
SIGN STRUCTURE TABLE
SIGN STRUCTURE NO.
NUMBER OF LIGHTS
CIRCUIT CONNECTION
NUMBER OF "R"
NUMBER OF "B"
CONNECTION TYPE
FOR STRUCTURE TYPE
SEE NOTES
CITY OF CARMEL
07-08C
260
2/12/09
COMPUTED
AMPS
A X
B X
C
D
SERVICE POINT AMP TABLE
SERVICE
POINT
MAIN
BREAKER
BRANCH
CIRCUIT
BRANCH
CIRCUIT
BREAKER
UNDERPASS LUMINARE TABLE
INITIAL LAMP LUMENS (LL) 150 WATT MH
INITIAL LAMP LUMENS (LL) 250 WATT MH, DECORATIVE
INITIAL LAMP LUMENS (LL) 250 WATT MH, MONGOOSE
INITIAL LAMP LUMENS (LL) 250 WATT MV
AVERAGE MAINTAINED ILLUMINATION (fc)
LAMP LUMEN DEPRECIATION FACTOR (LLD)
LAMP DIRT DEPRECIATION FACTOR (LDD)
MAINTENANCE FACTOR (LLD * LDD)
UNIFORMITY RATIO
EFFECTIVE MOUNTING HEIGHT, DECORATIVE (ft)
EFFECTIVE MOUNTING HEIGHT, CONVENTIONAL
UNDERPASS LOCATION
IDENTIFICATION NUMBER
CIRCUIT CONNECTION
CONNECTION TYPE
K-1 K-2 K-3 K-4 K-5 K-6 K-7 K-8
Standard Standard Standard Standard Standard Standard Standard Standard
R R R R R R R R
1 1 2 2 2 2 2 2
K-9 K-10 K-11 K-12 K-13 K-14 K-15 K-16 K-17 K-18 SER-1 COL-1 COL-2 COL-3 COL-4 NWR-1 NER-1 116-1 116-2 116-3 116-4
Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard
R R R R R R R R R R R B B B B R R R R B B
2 2 2 2 2 2 2 1 2 1 2 1 1 1 1 2 2 2 2 2 2
1.5
74
30
E
30 30 30 30 30 30 30 30 30 30 3030303030303030303030 30 30 30
E
73
E
74
E
73
E E
75
E E
80
E
82
E
66
E
64
E
62
E
61
E
62
E
58
E
62
E
58
E
58 31 31 32 30 34 62 30 60 32
SER COL-W COL-E COL-W COL-E NWR NER S-6-E S-6-E S-6-E S-6-E
76.5 79.5 32.5 34.5
116-5 116-6 116-7 116-8
Standard Standard Standard Standard
116-9 116-10 116-11 116-12
Standard Standard Bridge Bridge
116-14
Bridge
116-13
Bridge
116-15 116-16 116-17 116-18
Standard Standard Standard Standard
116-19
Standard Standard
CD-1 CD-2
Standard
CD-3
Standard
CD-4
Standard
CD-5 CD-6 CD-7 CD-8 CD-9
Standard Standard Standard Standard Standard
CD-10 CD-11 CD-12 CD-13 CD-14
Bridge Bridge Bridge Bridge Bridge
R R B R B R B R R B B R B R R R R B B R B B R B R R B B R
2 2 2 2 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2
63 65 68 66 97 95 72 71 63 56 36 43 35 76 70 96 47 87 45 55 50 3511515110911381.5 77.5 110
30 30 30 30 30 30 15 15 15 15 30 30 30 30 30 30 30 30 15 15 15 15 15 30 30 30 30 30
S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-6-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E S-16-E
1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
X
X
A-1
A-2
B-1
B-2
C-1
C-2
D-1
D-2
12,500
20,500
20,000
11,285
4.0:1
0.8
0.9
0.87
0.78
VARIES
30
116th Street
116-U1 116-U2
2R 2R
1 1
UNDERPASS LUMINARE TABLE
UNDERPASS LOCATION
IDENTIFICATION NUMBER
CIRCUIT CONNECTION
CONNECTION TYPE
Carmel Drive
CD-U1 CD-U2
2R 2R
1 1
30303030
0.5 0.3 0.5 0.3 0.5 0.3 0.5 0.3 0.5 0.4 0.4 1.0 0.4 1.6 0.9 1.5 0.9 0.9 0.3 -0.6 -0.3 -0.5 -0.5 -0.3 -0.3 -0.6 -0.5 -0.6 -0.5
X X X X X X X X X-0.6 -0.4 -0.7 -0.7 -0.5 -0.5 -0.5 -0.4 -0.5 -0.5 -0.5 EXIST.
EXIST.
EXIST.4 4 4 4 4 4 4 488888888888
888 8
888888888
-.05 -0.5 -0.5 -0.5 -0.6 -0.6 -0.6 -0.6
aedwards 9:37:19 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.LT05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505133
AMBER L. T
O
LLE
MISCELLANEOUS QUANTITIES TABLE
N/A
N/A
JSB JSB
ELSELS
LOCATION
MAILBOX ASSEMBLY TABLE
LT.RT.SINGLE DOUBLE
STATION RIGHTLEFT
RIGHT - OF - WAY FENCE TABLE
FENCE LENGTH (FT.)
FROM
STATION
PAVED SIDE DITCH & SODDING SUMMARY TABLE
STATION RIGHTLEFT
CURB RAMP TABLE
TYPE RAMP AREA (SYS)
STATIONTO
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
168
CITY OF CARMEL
07-08C
260
2/12/09
PAVED SIDE DITCH SODDING RIPRAP
IM
P
A
C
T
A
TT
E
N
U
A
T
O
R
REMARKS
R
E
S
E
T
G
U
A
R
D
R
A
IL
G
U
A
R
D
R
A
IL
R
E
M
O
V
E
GUARDRAIL SUMMARY TABLE
C
U
R
V
E
D
T
E
R
M
I
N
A
L
E
N
D
A
T
3
’-
1
.5
"
S
P
A
.
A
T
6
’-
3
"
S
P
A
.
G
U
A
R
D
R
A
IL
E
N
D
T
R
E
A
T
ME
N
T
O
S
G
U
A
R
D
R
A
IL
T
R
A
N
S
IT
IO
N
G
U
A
R
D
R
A
IL
D
O
U
B
L
E
F
A
C
E
D
D
O
U
B
L
E
F
A
C
E
D
A
T
1
’-
6
.7
5
"
S
P
A
.
W-BEAM GUARDRAIL LENGTH
M
E
D
I
A
N
R
IG
H
T
LE
F
T
A
T
6
’-
3
"
S
P
A
.
A
T
3
’-
1
.5
"
S
P
A
.
F
L
A
R
E
R
A
T
E
G
U
A
R
D
R
A
I
L
STATION
LOCATION
IM
P
A
C
T
A
TT
E
N
U
A
T
O
R
TO
STATION
L
O
C
A
T
I
O
N
A
C
T
U
A
L
L
E
N
G
T
H
R
I
G
H
T
M
E
D
IA
N
LE
F
T
FT EACH EACH FT FT FT FT FT SYD SYD
F
O
R
D
I
T
C
H
E
S
F
O
R
M
E
D
I
A
N
F
O
R
O
U
T
S
I
D
E
S
T
R
I
P
SYDSYD
F
O
R
P
A
V
E
D
S
ID
E
D
I
T
C
H
L
U
G
S
(
8
f
t
E
Q
U
I
V
LE
N
G
T
H
E
A
)
C
U
T
-
O
F
F
W
A
L
L
S
(
8
f
t
E
Q
U
IV
L
E
N
G
T
H
E
A
)
T
YP
E
TG
B
TOTAL
PAY LENGTHS
R
E
V
E
T
M
E
N
T
R
I
P
R
A
P
G
E
O
T
E
X
T
I
L
E
S
TON SYDSYD
W
-
B
E
A
M
N
E
S
T
E
D
R
2
-
W2
,
T
L-
3
R
1-
W
1
,
T
L
-
3
G
U
A
R
D
R
A
IL
T
R
A
N
S
IT
IO
N
T
Y
P
E
VH
F
O
R
U
T
I
LI
T
Y
S
T
R
IP
(ft)(ft)(ft)(ft)(ft)(ft)EACH EACH EACH EACH EACH EACH EACH EACH
Line "E"
491+50 to 494+79 X 462
493+50 to 494+73 X 200
495+88 to 499+91 X 465
495+98 to 496+90 X 128
513+45 to 514+19 X 143
514+15 to 514+76 X 126
515+79 to 522+06 X 719
519+30 to 521+86 X 256
TOTALS:2499
Line "E"
473+55.8 to 476+55.8 X 300.00 1
475+85 to 481+10 X 525.00 1 1 1
488+64 X 1
493+96 X 1
496+72 X 1
502+65 to 505+55 X 285
505+50 to 508+35 X 286
513+80 X 1
516+15 X 1
521+05 to 525+36.25 X 431.25 1
522+30 to 525+55 X 325.00
522+47 X 1
523+45 to 526+20 X 274
525+75 to 528+40 X 262
525+36.25 to 526+36.25 X 1
525+55 to 526+55 X 1
526+36.25 to 526+80 X 43.75 1
526+55 to 529+55 X 300.00 1
TOTALS:1925.00 2 1 1 2 3 4 2 1107
Line "E"
487+20 493+96 X 1102
496+72 513+79 X 2782
516+15 536+50 X 3317
522+50 525+95 X 299
522+50 525+95 X 805
525+95 526+50 X 1017
"S-6-E"
14+75 25+45 X 591
14+75 25+45 601
"S-16-E"
45+47 55+35 X 335.0
45+47 55+35 597
481+34 493+00 X 1166
486+50 493+65 X 715
476+50 476+75 X 29 49
525+95 526+50 X 69 100
TOTALS:1881 2121 8127 1198
Line "S-6-E"
16+01 H X 21
16+16 G X 5
16+73 G X 5
16+95 H X 20
17+60 C X 30
17+60 L 6
17+62 K X 16
17+62 L 7
18+83 D1 X 7
18+88 D2 X 7
19+16 C X 9
19+20 C X 9
20+52 C X 27
20+69 C X 9
21+05 D1 X 18
21+06 D1 X 15
22+30 KH X 31
22+45 C X 7
23+06 F X 13
25+39 G X 12
25+77 G X 8
26+10 H X 8
26+35 F X 5
Line "S-16-E"
45+91 H X 11
45+96 G X 6
46+75 G X 6
46+76 H X 7
47+77 K X 18
47+80 K X 15
47+84 L 7
48+88 D X 7
49+10 C X 3
49+16 C X 15
49+40 C X 18
50+55 C X 29
50+83 C X 7
50+93 D3 X 9
51+22 D3 X 9
52+43 K X 16
52+53 K X 16
52+72 L 13
55+49 G X 6
TOTALS:513.0
Line "S-16-E"
55+44 X 1
TOTALS:1
aedwards 9:37:26 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.MT01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
SUMMARY OF QUANTITIES
AND APPROACH TABLE
SUMMARY OF QUANTITIES
AND APPROACH TABLE
N/A
ELS
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
169
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
CITY OF CARMEL
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
SUMMARY OF QUANTITIES AND APPROACH TABLE
LOCATION
(STATION)
DESCRIPTION
(APPROACH
TYPE OR
CLASS)
REMARKS
HMA
Wedge and
Level
#/SYS
TONS TONS
HMA for
Approaches
Type A
TONS
SURFACE
110/SYS
HMA TYPE A
TONS
165/SYS
SURFACE
TONS
330/SYS
TONS
825/SYS
INTER-
MEDIATE
BASE
TONS
SURFACE
HMA TYPE C
165/SYS
TONS
275/SYS
TONS
385/SYS
INTER-
MEDIATE
BASE
250/SYS
TONS
INTER-
MEDIATE
OG
TONS
330/SYS
BASE
HMA TYPE D
SURFACE
165/SYS
TONS
INTER-
MEDIATE
275/SYS
TONS
BASE
385/SYS
TONS TONS
350/SYS
INTER-
MEDIATE
OG
BASE
550/SYS
TONS
495/SYS
TONS TONS
ASPHALT
FOR TACK
COAT
WIDTH LENGTH RADII
ft.ft.ft.
"W""L""R"
SURFACE
165/SYS
TONS
HMA TYPE B
BASE
825/SYS
TONS
825/SYS
07-08C
169
N/A
ELS
JSB JSB
260
INTER-
MEDIATE
2/12/092/12/092/12/09
Line "E"
473+95 to 529+70 Mainline 2 175 292 4951 5134 9676 6111 12266 2243 42
Line "S-6-E"
42+00 to 55+70 Mainline Varies 665 1106 1602 1149 1381 8
Line "S-16-E"
42+00 to 55+70 451 753 1107 828 957 6
Multi-Use Path 49 151
Line "S-6-E"
16+42 Drive, Lt.67 29 20/20 46
16+32 Drive, Rt.18 40 20/20 44
16+64 Drive, Rt.18 40 20/20 45
22+85 Drive, Lt.27 51 20/20 68
25+71 Drive, Rt.40 25 20/20 54
26+10 Drive, Lt.29 32 20/20 54
HMA for Temp. Pav.3708
TOTALS:2 311 49 151 3708 1291 2151 2709 1977 2338 4951 5134 9676 6111 12266 2243 56
aedwards 9:37:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.AP01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
JSB JSB
N/A
N/A
ELS ELS
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
SUMMARY OF QUANTITIES
AND APPROACH TABLE
SUMMARY OF QUANTITIES AND APPROACH TABLE
LOCATION
(STATION)
DESCRIPTION
(APPROACH
TYPE OR
CLASS)
REMARKS
CITY OF CARMEL
SYS CYS TONS
WIDTH LENGTH RADII
ft.ft.ft.
"W""L""R"
12" PCCP SUBBASE
FOR PCCP
6" PCCP
for
APPROACHES
SYS SYS
REINFORCED
CONCRETE
MOMENT
SLAB
COMPACTED AGGREGATE
No. 53
5"
TONS
No. 53
6"
TONS
No. 53
TONS
No. 53
TONS
No. 8
10"VARIABLE
DEPTH
8"
TONS
No. 8
9"
SYS
4"
CONCRETE
SIDEWALK
SYS
7" PCCP
TRUCK
APRON
SYS
CONCRETE
IMPRINTING
SFTSYS
4" PCCP
PCCP
PATCHING,
FULL DEPTH
170 260
07-08C
2/12/09
Ramp 670
2144 536
Ramp 543
2365 591
Ramp 946
1494 374
Ramp 972
1440 360
Ramp 653
2096 524
Ramp
1932 483 697
349 193 723 387 409 7164
16+42 69 29 20/20 53 59
129 182 349 379 195 5166
550 4950
3234 5091
System 3404 5321
2990
Shoulder 1370
2263
TOTALS:11471 2868 53 4481 11535 375 10412 2263 1072 766 1154 17280
Line "SWR"
488+00.00 to 494+27.37
Line "SER"
488+50.00 to 494+15.35
Line "COL-W"
100+33.28 to 100+89.00
116+66.00 to 117+53.80
Line "COL-E"
100+32.40 to 101+25.00
117+05.00 to 118+23.68
Line "NWR"
515+79.12 to 522+50.00
Line "NER"
516+38.98 to 522+50.00
Line "S-6-E"
Drive, Lt.
Line "S-16-E"
Line "E"
491+00 to 500+50 Subsurface Drainage
509+25 to 519+25
Temporary Pavement
488+00 to 522+50 Moment Slab
aedwards 9:37:38 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.AP02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS
MJM
KDS
MJM
UNDERDRAIN TABLE
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
171
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
6
IN
O
U
T
L
E
T
P
IP
E
FT.
O
U
T
LE
T
S
T
A
T
I
O
N
O
U
T
LE
T
E
LE
V
A
T
IO
N
CYS.TON
OUTLET PIPE
O
U
T
LE
T
P
R
O
T
E
C
T
O
R
T
Y
P
E LOCATION
O
U
TS
ID
E
L
E
F
T
M
E
D
IA
N
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F
T
M
E
D
I
A
N
R
I
G
H
T
O
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T
S
ID
E
R
IG
H
T
OUTLET PROTECTORS
REMARKS
O
U
T
L
E
T
P
R
O
T
E
C
TO
R
N
O
.
_
_
_
G
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P
I
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O
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I
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C
O
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N
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C
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N
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R
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IP
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.
_
_
_
_
_
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V
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N
4
5
D
E
G
R
E
E
E
LB
O
WS
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E
Q
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E
D
(
1
O
R
2
)
O
U
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L
E
T
A
T
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LE
T
P
R
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TE
C
T
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R
N
O
.
_
_
_
D
I
T
C
H
F
L
O
W
L
IN
E
E
L
E
V
A
T
I
O
N
A
T
O
U
T
L
E
T
P
R
O
T
E
C
T
O
R
C
O
N
N
E
C
T
O
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T
LE
T
P
IP
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S
TR
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C
T
U
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E
N
O
.
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
B
B
O
R
R
O
W
F
O
R
S
T
R
U
C
T
U
R
E
B
A
C
K
F
ILL
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
FT.
CITY OF CARMEL
07-08C
260
2/12/09
486+90.0
230 159 21 0.25%
805.06 N
489+20.0 804.48 N 408 804.15
489+20.0
55 38 5
804.48 N 408 804.15
489+75.0 804.67 N
489+75.0
390 269 36
804.67 N 409 802.18
493+65.0 816.74 N
487+75.0
375 259 34
805.22 N 600 804.63
491+50.0 808.09 N
491+50.0
275 190 25
808.09 N 306 807.92
494+25.0 817.04 N
488+50.0
325 224 30
806.40 N
491+75.0 801.16 N
488+00.0
375 259 34
806.43 N
491+75.0 801.16 N
500+50.0
200 138 18
811.18 N
502+50.0 816.45 N
502+50.0
300 207 27
816.45 Y 620 800.69 29 816.36 8
505+50.0 819.36 N
505+50.0
375 259 34
819.36 N
509+25.0 814.85 N
500+50.0
200 138 18
811.18 N
502+50.0 816.45 N
502+50.0
300 207 27
816.45 Y 620 800.69 40 816.33 11
505+50.0 819.36 N
505+50.0
375 259 34
819.36 N
509+25.0 814.85 N
519+25.0
325 224 30
814.93 N
522+50.0 824.81 N
519+25.0 325
224 30
814.93 N
522+50.0 824.81 N
Connect to Subsurface Drain System
Line "E", "SER"
Line "E", "SWR"
Line "E" Right
Connect to Subsurface Drain System
Line "E" Left
Connect to Subsurface Drain System
Line "E" Right
Connect to Subsurface Drain System
Connect to Subsurface Drain System
Line "E" Left
Connect to Subsurface Drain System
Connect to Subsurface Drain System
Line "E" Right
Connect to Subsurface Drain System
Line "E" Left
aedwards 9:37:44 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.UD01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS KDS
MJM MJM
UNDERDRAIN TABLE
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
172
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
6
IN
O
U
T
L
E
T
P
IP
E
FT.
O
U
T
LE
T
S
T
A
T
I
O
N
O
U
T
LE
T
E
LE
V
A
T
IO
N
CYS.TON
OUTLET PIPE
O
U
T
LE
T
P
R
O
T
E
C
T
O
R
T
Y
P
E LOCATION
O
U
TS
ID
E
L
E
F
T
M
E
D
IA
N
LE
F
T
M
E
D
I
A
N
R
I
G
H
T
O
U
T
S
ID
E
R
IG
H
T
OUTLET PROTECTORS
REMARKS
O
U
T
L
E
T
P
R
O
T
E
C
TO
R
N
O
.
_
_
_
G
E
O
T
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A
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F
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I
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O
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V
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4
5
D
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E
LB
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D
(
1
O
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2
)
O
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_
_
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I
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C
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F
L
O
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E
L
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V
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N
A
T
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N
N
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P
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E
N
O
.
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
B
B
O
R
R
O
W
F
O
R
S
T
R
U
C
T
U
R
E
B
A
C
K
F
ILL
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
FT.
CITY OF CARMEL
07-08C
260
2/12/09
516+40.0
260 180 24 1.01%
822.92 N
519+00.0 820.29 N 425 819.79
519+00.0
42 29 4 0.40%
820.29 N
519+42.0 820.12 N 427 819.72
519+42.0
58 40 6 0.21%
820.12 N
520+00.0 820.00 N 428 819.86
520+00.0
350 242 32
820.00 N 428 819.86
523+50.0 825.94 N
523+50.0
400 276 36
825.94 Y 2 21 825.88 OP-1 823.56 6 OP-1 1 x
527+50.0 827.76 N
527+50.0
220 152 20
827.76 Y 2 26 827.68 OP-2 823.67 7 OP-2 1 x
529+70.0 828.58 N
515+84.0
316 218 29
824.75 N
519+00.0 819.82 N 332 819.82
519+00.0
48 34 5 -0.21%
820.00 N 332 819.82
519+48.0 820.10 N
519+48.0
52 36 5
819.80 N 333 819.42
520+00.0 820.00 N
520+00.0
253 175 23 -1.66%
820.25 N 335 820.08
522+53.0 824.44 N
522+53.0
397 274 36
824.44 N 639 824.07
526+50.0 827.66 N
526+50.0
320 221 29
827.66 Y 2 19 827.60 OP-3 821.65 5 OP-3 1 x
529+70.0 828.56 N
522+53.0
407 281 37
824.55 N 640 824.46
526+60.0 827.94 N
473+95.0
405 279 37
795.97 Y 2 27 795.89 OP-4 793.15 7 OP-4 1 x
478+00.0 798.21 N
478+00.0
350 242 32
798.21 Y 2 34 798.11 OP-5 797.09 9 OP-5 2 x
481+50.0 800.84 N
481+50.0
350 242 32
800.80 Y 596 798.75 24 800.73 7
485+00.0 803.47 N
485+00.0
190 131 18
803.47 Y 597 802.61 28 803.39 8
486+90.0 805.52 N
Connect to structure On edge of shoulder
Line "NER", "E" right
Line "NWR", "E" left
Line "E" Gore
Line "E" Left Retrofit
Connect to structure On edge of shoulder
aedwards 9:37:50 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.UD02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS
MJM
KDS
MJM
UNDERDRAIN TABLE
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
173
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
6
IN
O
U
T
L
E
T
P
IP
E
FT.
O
U
T
LE
T
S
T
A
T
I
O
N
O
U
T
LE
T
E
LE
V
A
T
IO
N
CYS.TON
OUTLET PIPE
O
U
T
LE
T
P
R
O
T
E
C
T
O
R
T
Y
P
E LOCATION
O
U
TS
ID
E
L
E
F
T
M
E
D
IA
N
LE
F
T
M
E
D
I
A
N
R
I
G
H
T
O
U
T
S
ID
E
R
IG
H
T
OUTLET PROTECTORS
REMARKS
O
U
T
L
E
T
P
R
O
T
E
C
TO
R
N
O
.
_
_
_
G
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O
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P
I
P
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LIMIT
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P
IP
E
R
E
Q
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D
C
O
N
N
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C
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N
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.
_
_
_
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_
S
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IN
V
E
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T
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V
A
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N
4
5
D
E
G
R
E
E
E
LB
O
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R
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Q
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D
(
1
O
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A
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R
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T
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O
.
_
_
_
D
I
T
C
H
F
L
O
W
L
IN
E
E
L
E
V
A
T
I
O
N
A
T
O
U
T
L
E
T
P
R
O
T
E
C
T
O
R
C
O
N
N
E
C
T
O
U
T
LE
T
P
IP
E
T
O
S
TR
U
C
T
U
R
E
N
O
.
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
B
B
O
R
R
O
W
F
O
R
S
T
R
U
C
T
U
R
E
B
A
C
K
F
ILL
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
FT.
CITY OF CARMEL
07-08C
260
2/12/09
476+75.0
600 414 54
797.54 Y 2 25 797.47 OP-6 792.65 7 OP-6 1 x
482+75.0 801.36 Y 2 37 801.249 OP-7 800.62 10 OP-7 1 x
482+75.0
415 286 38
801.36 Y 2 37 801.25 OP-7 800.62 10
486+90.0 805.35 N
14+75.0
30 21 3
818.44 N
15+05.0 818.22 N 702 812.82
15+05.0
95 66 9
818.22 N
16+00.0 817.20 N 709 817.10
16+00.0
100 69 9
817.20 N
17+00.0 816.59 N 712 816.30
17+05.0
45 31 5
816.59 715 816.04
17+50.0 816.95 719 816.58
17+50.0
240 166 22 0.21%
817.55 N 719 816.58
18+95.0 817.04 N
20+99.5
263 182 24
816.74 N
23+25.0 815.30 N 738 811.89
23+25.0
175 121 16
815.30 N
25+00.0 811.42 N 743 810.56
25+00.0
50 35 5 -0.20%
810.92 N 743 810.56
25+50.0 811.02 N
14+75.0
38.55 27 4
818.468 N
15+13.6 818.13 N 704 812.69
15+13.6
86.45 60 8
818.13 N
16+00.0 817.46 N 708 813.11
16+00.0
100 69 9
817.46 N
17+00.0 816.83 N 711 816.54
17+05.0
45 31 5
816.84 N 714 815.47
17+50.0 817.29 N
17+50.0
221 153 20 0.20%
817.29 N 718 816.00
816.85 N 310 816.65
Connect to underdrain Station 493+65 "SER"
Line "E" Rt. Retrofit
Line "S6E" Right
Connect to underdrain Station 494+25 "SWR"
Line "S6E" Left
100+91 "COL-W"Connect to underdrain On COL-W
aedwards 9:37:56 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.UD03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
KDS
MJM
KDS
MJM
UNDERDRAIN TABLE
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
174
UNDERDRAIN TABLE
U
N
D
E
R
D
R
A
IN
P
I
P
E
LIM
IT
S TYPE 4 PIPE
4
I
N
.
6
I
N
.
FT.SYS.CYS.TON
S
P
E
C
I
A
L
G
R
A
D
E
(%)(Y/N)
UNDERDRAIN PIPE
6
IN
O
U
T
L
E
T
P
IP
E
FT.
O
U
T
LE
T
S
T
A
T
I
O
N
O
U
T
LE
T
E
LE
V
A
T
IO
N
CYS.TON
OUTLET PIPE
O
U
T
LE
T
P
R
O
T
E
C
T
O
R
T
Y
P
E LOCATION
O
U
TS
ID
E
L
E
F
T
M
E
D
IA
N
LE
F
T
M
E
D
I
A
N
R
I
G
H
T
O
U
T
S
ID
E
R
IG
H
T
OUTLET PROTECTORS
REMARKS
O
U
T
L
E
T
P
R
O
T
E
C
TO
R
N
O
.
_
_
_
G
E
O
T
E
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S
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O
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U
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D
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R
D
R
A
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S
A
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G
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G
A
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F
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D
E
R
D
R
A
IN
S
H
MA
F
O
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U
N
D
E
R
D
R
A
IN
S
F
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I
N
E
E
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VA
T
I
O
N
@
U
N
D
E
R
D
R
A
IN
P
I
P
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LIMIT
O
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T
P
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Q
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O
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N
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C
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P
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N
O
.
_
_
_
_
_
S
T
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C
T
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IN
V
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T
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V
A
TIO
N
4
5
D
E
G
R
E
E
E
LB
O
WS
R
E
Q
U
IR
E
D
(
1
O
R
2
)
O
U
T
L
E
T
A
T
O
U
T
LE
T
P
R
O
TE
C
T
O
R
N
O
.
_
_
_
D
I
T
C
H
F
L
O
W
L
IN
E
E
L
E
V
A
T
I
O
N
A
T
O
U
T
L
E
T
P
R
O
T
E
C
T
O
R
C
O
N
N
E
C
T
O
U
T
LE
T
P
IP
E
T
O
S
TR
U
C
T
U
R
E
N
O
.
_
_
_
S
T
R
U
C
T
U
R
E
IN
V
E
R
T
E
LE
V
A
TIO
N
B
B
O
R
R
O
W
F
O
R
S
T
R
U
C
T
U
R
E
B
A
C
K
F
ILL
H
MA
F
O
R
U
N
D
E
R
D
R
A
IN
S
FT.
CITY OF CARMEL
07-08C
260
2/12/09
336 232 31
817.50 N
23+25.0 816.42 N 737 812.35
23+25.0
175 121 16
816.42 N
25+00.0 811.44 N 742 811.04
45+45.0
143 99 13
824.07 N
46+88.0 823.13 N 807 822.20
46+88.0
62 43 6
823.13 N
47+50.0 823.58 N 812 822.29
47+50.0
260 180 24
823.58 N
821.83 N 329 815.75
9 7 1
821.83 N
821.56 N
255 176 23
823.18 N
53+30.0 822.55 N 819 818.17
45+45.0
143 99 13
824.03 N
46+88.0 823.13 N 806 822.47
46+88.0
5 4 1
823.13 N 806 822.47
46+93.0 823.14 N
46+93.0
57 40 6
823.14 N 809 823.47
47+50.0 823.58 N
47+50.0
196 136 18
823.58 N 811 822.56
824.75 N
255 176 23 0.22%
822.92 N
53+30.0 822.37 N 818 818.26
Connect to underdrain Station 516+40 "NER"
101+17 "COL-E"Connect to underdrain On COL-E
Line "S16E" Right
116+75 "COL-W"Connect to existing structure
116+75 "COL-W"
116+66 "COL-W"Connect to existing underdrain
117+49 "COL-E"Connect to existing underdrain
Line ’"16E" Left
515+84 "NWR"
516+40 "NER"
aedwards 9:38:02 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.UD04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
JSB JSB
ELS
N/A
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
175STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
6 505+33 x
7 525+95 x 190 6 3.8 818.50 817.30 1 391 2 43.0 24.0 I
493 478+94 x
494 486+96 x
495 494+90 x
496 495+60 x
497 495+88 x
498 495+98 x
499 495+98 x
500 495+98 x
501 502+16 x
502
503 509+91 x
504 515+37 x
505 517+96 x
506 525+95 x
507 526+08 x
508 532+96 x
509 532+96 x
592 479+00 x 64 36 188 3.9 792.23 791.65 1 270 1 188 586
593 481+50 x 7 18 7 7.4 792.85 792.83 1 9 1 7 594
594 481+50 x 6 42 50 4.7 792.83 792.72 1 85 1 50 595
595 481+50 x 65 42 243 4.5 792.72 792.23 1 409 1 243 592
596 481+52 x 15 64 1.0 798.75 798.12 1 16 1 64 593
597 485+00 x 12 80 1.2 802.61 801.84 1 22 1 80 598
598 485+00 x 6 42 342 5.1 794.39 793.70 1 760 1 342 594
599 485+50 x 7 18 396 7.4 793.61 792.85 1 634 1 396 593
600 487+75 x 12 5 1.8 804.63 804.60 1 2 1 5 601
601 487+75 x 72 15 73 2.0 804.40 803.83 1 33 1 73 602
602 487+75 x 6 42 268 8.9 794.98 794.39 1 851 1 268 598
Line "E"
Ex. Precast Culvert Box Existing Structure to Remain
8’ x 8’Precast Culvert Box
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Manhole Remove Existing Structure
Existing Manhole Remove Existing Structure
Existing Pipe Remove Existing Structure
Existing Pipe Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Pipe Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Pipe Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Pipe Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Pipe Existing Structure to Remain
Existing Inlet Existing Structure to Remain
Manhole K-4
Manhole C-4
Manhole L-7
Manhole L-4
Catch Basin HA-5
Catch Basin HA-5
Manhole K-4
Manhole C-4
Catch Basin HA-5
Manhole C-4
Manhole K-4
aedwards 9:38:08 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD01.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
176STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
603 487+75 x 80 18 69 2.8 803.18 802.45 1 45 1 69 602
604 488+50 x 7 18 296 11.9 794.14 793.61 1 683 1 296 599
605 491+50 x 6 42 369 5.3 795.66 794.98 1 908 1 369 602
606 492+50 x 7 18 396 6.1 794.85 794.14 1 637 1 396 604
607 493+75 x 7 18 121 4.4 795.07 794.85 1 104 1 121 606
608 494+00 x 24 46 1.4 796.69 796.48 1 21 1 46 609
609 494+00 x 6 42 244 1.2 796.15 795.66 1 299 1 244 605
610 494+00 x 24 34 1.4 796.69 796.48 1 16 1 34 609
611 494+51 x 24 47 1.1 796.92 796.69 1 17 1 47 608
612 494+51 x 24 47 1.1 796.92 796.69 1 17 1 47 610
613 495+00 x 18 45 1.1 797.52 797.30 1 12 1 45 611
614 495+00 x 18 45 1.1 797.52 797.30 1 12 1 45 612
615 497+50 x 7 15 371 4.7 796.92 795.07 1 297 1 371 607
616 498+50 x 12 46 1.1 804.40 803.95 1 12 1 46 617
617 498+50 x 6 42 443 1.2 797.48 796.15 1 598 1 443 609
618 498+50 x 12 34 1.1 804.40 804.07 1 9 1 34 617
619 500+50 x 7 15 296 5.6 799.04 797.56 1 433 1 296 615
620 502+50 x 42 393 5.1 800.69 798.66 1 1204 1 393 617
621 506+50 x
622 504+00 x 15 346 13.6 800.77 799.04 1 958 1 346 619
623 507+50 x
624 510+50 x 12 46 1.1 811.81 811.36 1 12 1 46 625
625 510+50 x 6 36 394 8.9 802.76 801.97 1 1338 1 394 621
626 510+50 x 12 34 1.1 811.81 811.48 1 9 1 34 625
627 511+00 x 7 15 346 10.2 802.02 801.60 1 791 1 346 623
628 513+75 x 7 15 271 5.2 802.29 802.02 1 311 1 271 627
629 514+00 x 18 46 1.3 805.03 804.94 1 16 1 46 630
630 514+00 x 6 36 344 2.1 803.44 802.76 1 526 1 344 625
631 514+00 x 18 34 1.3 805.01 804.94 1 12 1 34 630
632 514+50 x 18 46 1.1 805.12 805.03 1 13 1 46 629
633 514+50 x 18 46 1.1 805.12 805.01 1 13 1 46 631
Line "E"
Manhole C-4
Manhole C-4
Manhole J-4
Manhole C-4
Manhole C-4
Catch Basin HA-5
Manhole K-4
Catch Basin HA-5
Inlet HA-5
Inlet HA-5
Inlet HA-5
Inlet HA-5
Manhole C-4
Catch Basin HA-5
Manhole K-4
Catch Basin HA-5
Manhole C-4
Existing Manhole K-4 Existing Structure to Remain
Existing Manhole K-4 Existing Structure to Remain
Existing Manhole C-4 Existing Structure to Remain
Existing Manhole C-4 Existing Structure to Remain
Catch Basin HA-5
Manhole J-4
Catch Basin HA-5
Manhole C-4
Manhole C-4
Catch Basin HA-5
Manhole J-4
Catch Basin HA-5
Inlet HA-5
Inlet HA-5
aedwards 9:38:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD02.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
177STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
634 515+00 x 18 46 1.0 805.31 805.12 1 12 1 46 632
635 515+00 x 18 46 1.0 805.31 805.12 1 12 1 46 633
636 518+50 x 15 47 1.1 812.17 811.99 1 13 1 47 637
637 518+50 x 6 15 445 1.6 808.27 805.75 1 243 1 445 630
638 518+50 x 15 35 1.1 812.17 812.00 1 10 1 35 637
639 522+53 x 73 24 248 1.4 822.70 819.07 1 97 1 248 336
640 522+53 x 12 25 1.0 824.46 824.10 1 5 1 25 639
306 491+50 x 12 5 1.8 807.92 807.86 1 2 1 5 307
307 491+50 x 24 15 371 1.9 807.66 804.50 1 121 1 371 601
308 493+02 x 42 12 13 1.0 813.08 812.92 1 3 1 13 309
309 493+02 x 24 12 148 1.7 810.05 808.28 1 62 1 148 307
310 100+91 x
311 100+91 x
312 102+30 x
313 102+80 x
314 102+80 x
315 103+30 x
316 105+51 x
317 105+51 x
318 105+51 x
319 107+00 x
320 107+00 x 36 10 8.3 809.38 809.37 1 23 1 10
321 111+85 x
322 111+85 x 36 17 4.3 813.20 813.18 1 22 1 17
323 112+50 x
324 113+07 x
325 113+07 x
326 113+50 x
327 116+00 x
Remove Existing Structure and Connect Pipe
Line "E"
Inlet HA-5
Inlet HA-5
Catch Basin HA-5
Manhole C-4
Catch Basin HA-5
Manhole J-4
Inlet R-13
Line "SWR"
Catch Basin HA-5
Manhole C-4
Manhole C-7
Manhole C-4
Line "COL-W"
Existing Catch Basin C-15 Existing Structure to Remain
Existing Manhole J-4 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Manhole J-4 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Inlet E-7 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Manhole J-4 Existing Structure to Remain
Existing Manhole K-4 Existing Structure to Remain
Existing Manhole J-7 Remove Existing Structure and Connect Pipe
Existing Manhole K-4 Existing Structure to Remain
Existing Manhole J-7
Existing Inlet C-15 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Manhole J-4 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
aedwards 9:38:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD03.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
178STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
328 116+00 x
329 116+75 x
330 517+50 x 44 24 15 1.1 818.74 818.63 1 8 1 15 331
331 517+50 x 24 30 299 4.1 817.62 816.73 1 429 1 299 816
332 519+00 x 18 44 1.0 819.82 819.47 1 12 1 44 333
333 519+48 x 18 2 1.3 819.42 819.39 1 1 1 2 334
334 519+48 x 19 30 193 1.7 818.39 817.62 1 141 1 193 331
335 520+00 x 12 3 1.4 820.08 820.07 1 1 1 3 336
336 520+00 x 16 24 47 1.7 819.07 818.89 1 20 1 47 334
407 489+20 x 17 18 141 1.7 804.04 803.18 1 59 1 141 603
408 489+20 x 12 3 1.8 804.15 804.14 1 1 1 3 407
409 489+75 x 12 51 1.8 804.34 804.15 1 14 1 51 408
410 102+00 x
411 102+00 x
412 103+84 x
413 104+34 x
414 104+34 x
415 105+00 x
416 107+00 x
417 108+50 x
418 109+50 x
419 111+50 x
420 111+87 x
421 111+87 x
422 112+50 x
423 116+00 x
424 116+00 x
Line "COL-W"
Existing Manhole J-4 Existing Structure to Remain
Existing Manhole J-7 MH, Reconstruct, 2.75’, Casting Type 4 Req’d
Line "NWR"
Manhole C-7
Manhole J-4
Inlet C-15
Catch Basin C-15
Manhole J-4
Catch Basin C-15
Manhole C-4
Line "SER"
Manhole C-4
Catch Basin C-15
Inlet C-15
Line "COL-E"
Existing Manhole C-4 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Manhole C-4 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Manhole K-4 Existing Structure to Remain
Ex. Stormwater Treatment System Existing Structure to Remain
Ex. Stormwater Treatment System Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Manhole K-4 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
Existing Inlet C-15 Existing Structure to Remain
Existing Manhole C-4 Existing Structure to Remain
Existing Catch Basin C-15 Existing Structure to Remain
aedwards 9:38:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD04.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
179STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
425 519+00 x 15 38 0.8 819.79 819.72 1 7 1 38 427
426 519+42 x 24 18 350 1.1 819.46 818.76 1 246 1 350 817
427 519+42 x 18 3 0.8 819.47 819.46 1 1 1 3 426
428 520+00 x 15 54 0.8 819.86 819.72 1 10 1 54 427
700 13+92 x 702
701 13+93 x 704
702 15+05 x 39 18 65 6.3 812.82 812.69 1 67 1 65 704
703 15+12 x 701
704 15+20 x 29 24 75 5.9 812.19 812.04 1 91 1 75 707
705 15+21 x
706 15+87 x
707 16+00 x 40 24 99 5.4 812.04 811.85 1 108 1 99 713
708 16+00 x 12 8 5.7 813.11 813.04 1 7 1 8 707
709 15+93 x 12 76 1.3 817.10 816.49 1 18 1 76 708
710 16+50 x 713
711 17+00 x 12 1 1.2 816.54 816.53 1 1 1 1 714
712 17+00 x 12 1 1.2 816.30 816.29 1 1 1 1 715
713 17+05 x 41 30 40 6.1 811.35 811.27 1 57 1 40 717
714 17+05 x 15 7 2.1 815.47 815.41 1 3 1 7 713
715 17+05 x 15 73 1.3 816.04 815.47 1 21 1 73 714
716 17+37 x
717 17+50 x 43 30 50 6.5 811.27 811.18 1 75 50 722
718 17+50 x 12 5 2.5 816.00 815.97 1 2 5 717
719 17+50 x 12 73 1.3 816.58 816.00 1 18 73 718
720 17+71 x
721 18+01 x
722 18+05 x 52 30 159 6.7 811.18 810.85 1 239 159 311
723 18+29 x
724 18+30 x
725 18+60 x Remove Existing Structure
Line "NER"
Inlet C-15
Manhole C-4
Catch Basin C-15
Inlet C-15
Line "S-6-E"
Existing Pipe Remove 17’ from East End of Existing Pipe
Existing Inlet Remove 65.5’ from East End of Existing Pipe
Manhole C-10
Existing Manhole Existing Structure to Remain
Manhole J-10
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Manhole J-4
Catch Basin K-10
Inlet J-10
Existing Manhole Existing Structure to Remain
Inlet M-10
Inlet M-10
Manhole J-4
Catch Basin K-10
Inlet M-10
Existing Inlet Remove Existing Structure
Manhole J-4
Catch Basin K-10
Inlet J-10
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Manhole J-4
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Inlet
aedwards 9:38:34 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD05.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
180STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
726 18+65 x
727 21+48 x
728 22+69 x
729 23+00 x
730 23+09 x
731 23+10 x 39 15 13 1.7 812.42 812.36 1 6 13 737
732 23+10 x
733 23+10 x
734 23+10 x
735 23+11 x
736 23+12 x
737 23+25 x 32 15 57 3.5 812.35 811.89 1 32 57 738
738 23+25 x 30 15 171 2.6 811.79 810.00 1 92 171 744
739 24+87 x
740 24+87 x
741 24+87 x
742 25+00 x 12 61 1.3 811.04 810.56 1 15 61 743
743 25+00 x 15 6 2.4 810.21 810.17 1 3 6 744
744 25+00 x 40
745 25+00 x 12 8 1.2 811.37 811.26 1 2 8 744
800 44+55 x
801 44+81 x
802 44+81 x
803 46+10 x
804 46+14 x
805 46+78 x
806 46+88 x 12 55 1.4 822.47 822.20 1 14 55 807
807 46+88 x 15 6 2.0 822.10 822.07 1 3 6 808
808 46+88 x 42 15 58 2.2 821.97 821.68 1 24 58 814
809 46+93 x 12 1 0.8 823.07 823.07 1 1 1 806
Existing Structure to Remain
Line "S-6-E"
Existing Inlet Remove Existing Structure
Existing Manhole Remove Existing Structure
Existing Inlet Adjust Casting to Grade
Existing Inlet Adjust Casting to Grade
Existing Inlet Remove Existing Structure
Manhole C-4
Existing Manhole Remove MH and 4’ of Existing Pipe to South
Existing Inlet Remove Existing Structure
Existing Manhole Remove Existing Structure
Existing Inlet Adjust Casting to Grade
Existing Inlet Remove Existing Structure
Manhole C-10
Manhole C-10
Existing Inlet Remove Existing Structure
Existing Inlet Remove Existing Structure
Existing Manhole Remove Manhole and 11’ of Existing Pipe
Inlet J-10
Catch Basin K-10
Manhole C-4 Intercept Existing 15" RCP
Inlet E-7
Line "S-16-E"
Existing Inlet
Existing Inlet Existing Structure to Remain
Existing Manhole Existing Structure to Remain
Existing Inlet Adjust Casting to Grade
Existing Inlet Adjust Casting to Grade
Existing Inlet Cap Existing Inlet and Adjust to Grade
Inlet M-10
Catch Basin K-10
Manhole C-4
Inlet M-10
aedwards 9:38:41 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD06.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
ELS
N/A
ELS
JSB JSB
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
181STRUCTURE DATA TABLE
CITY OF CARMEL
STRUCTURE DATA
S
T
R
U
C
T
U
R
E
N
U
M
B
E
R
L
E
F
T
R
I
G
H
T
C
R
O
S
S
LOCATION
SIZE
in.
P
I
P
E
T
Y
P
E
MANHOLE, INLET,
CATCH BASIN, OR
SPECIALTY
STRUCTURE
ft.
L
E
N
G
T
H
S
K
E
W
ft.
C
O
V
E
R
ELEV.
UP
STREAM
ELEV.
DOWN
STREAM
FLOW LINE
YR.
S
E
R
V
IC
E
L
IF
E
S
I
T
E
D
E
S
I
G
N
A
T
IO
N
p
H
B
A
C
K
F
IL
L
M
E
T
H
O
D
CYS.TON CYS.
C
O
N
C
R
E
T
E
,
C
L
A
S
S
A
,
F
O
R
S
T
R
U
C
T
U
R
E
S
EACH
P
I
P
E
E
N
D
S
E
C
T
I
O
N
TYPE EACH
GRATED
BOX END
SECTION
SLOPE SLOPE EACH
SAFETY
METAL
END
SECTION
C
O
N
N
E
C
T
T
O
S
T
R
.
N
O
.
REMARKS
SYS.
G
E
O
T
E
X
T
I
L
E
S
STATION
CYS.
O
F
F
S
E
T
FT
S
T
R
U
C
T
U
R
E
B
A
C
K
F
IL
L
T
Y
P
E
T
Y
P
E
T
Y
P
E
R
IP
R
A
P
TYPE
F
L
O
W
A
B
L
E
B
A
C
K
F
IL
L
V
I
D
E
O
I
N
S
P
E
C
T
I
O
N
LFT.
DESCRIPTION
07-08C
260
2/12/09
810 46+93 x 12 1 0.8 823.07 823.07 1 1 1 807
811 47+50 x 43 12 14 1.7 823.23 823.16 1 5 14 812
812 47+50 x 15 55 1.5 822.56 822.29 1 16 55 813
813 47+50 x 15 4 2.4 822.19 822.16 1 2 4 814
814 47+50 x 40 18 162 2.2 821.58 820.29 1 113 162 816
815 48+53 x
816 49+16 x 48 36 153 2.8 816.23 815.77 1 244 153 329
817 50+75 x 79 24 253 4.1 818.76 818.26 1 267 253 818
818 53+28 x 25 24 44 4.1 818.26 818.17 1 36 44 819
819 53+28 x 25 24 61 4.3 818.17 818.05 1 54 61 820
820 53+94 x 29 24 19 1.0 818.05 817.94 1 12 19 821
821 53+94 x
822 55+21 x
585 476+94 x 72 36 41 0.5 791.62 791.50 1 33 41 1
586 477+05 x 72 36 5 4.0 791.64 791.63 1 6 5 585
x 36 5 4.0 791.65 791.64 1 6 5 587
587 476+99 x 59 36 5 4.0 791.64 791.63 1 8 5 585
588 479+00 x 68 12 3 3.0 797.50 797.48 1 2 3 592
589 485+00 x 75 18 67 3.7 800.58 799.91 1 50 67 598
590 485+00 x 84 15 3 3.0 800.85 800.83 1 2 3 589
591 486+00 x 87 15 96 3.0 801.95 800.85 1 44 96 590
850 45+71 x
851 46+09 x
852 46+25 x
853 48+81 x
854 48+87 x
Existing Structure to Remain
Line "S-16-E"
Inlet M-10
Manhole C-4
Inlet M-10
Catch Basin K-10
Manhole C-4
Existing Inlet Remove Existing Structure
Manhole J-4
Manhole J-4
Manhole J-10
Manhole J-10
Manhole J-4
Existing Inlet Existing Structure to Remain
Existing Inlet
Line "E"
Manhole K-4
Bypass Manhole K-4
Stormwater Treatment System
Catch Basin C-15
Catch Basin C-15
Manhole C-4
Inlet E-7
Line "S-16-E"
Existing Sanitary Manhole Adjust Casting to Grade
Existing Sanitary Manhole Adjust Casting to Grade
Existing Sanitary Manhole Adjust Casting to Grade
Existing Sanitary Manhole Manhole, Reconstruct, 2’
Existing Sanitary Manhole Manhole, Reconstruct, 2’
aedwards 9:38:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.SD07.dgn
No.
STATE OF
INDIAN A
REGISTE
RED
P
R
OFE
S
SIONAL ENGIN
EER
10505104
J. SAMUEL B
ALO
G
473
00
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
182CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Begin Incidental Construction
Begin Project
aedwards 9:40:23 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
Ex. R/W Ex. R/W
Ex. Easement
473
25
Ex. R/W
Ex. R/W Ex. Easement
790.94
2:
1
2:1
473
50
Ex. R/W Ex. R/W Ex. Easement
790.98
2:
1
2:1
473
95
Ex. R/W Ex. R/W Ex. Easement
791.04
3:1
6:1
2:
1
2:1
Ac = 19.7 Af = 1.9
Vc = 0 Vf = 0
Ab = 0.0
Vb = 0
Ac = 19.0 Af = 3.9
Vc = 18 Vf = 3
Ab = 0.0
Vb = 0
Ac = 34.1 Af = 63.9
Vc = 44 Vf = 57
Ab = 25.0
Vb = 21
790
800
790
800
790
800
790
800
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
183CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:25 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
474
00
Ex. R/W Ex. R/W Ex. Easement
791.05
3:1
6:1
2:
1
2:1
474
50
Ex. R/W
Ex. R/W Ex. Easement
791.13
3:1
6:1
2:
1
2:1
475
00
Ex. R/W
Ex. R/W Ex. Easement
791.20
3:1
6:1
2:
1
2:1
475
50
Ex. R/W
Ex. R/W Ex. Easement
791.28
3:1
6:1
2:
1 2:1
Ac = 34.3 Af = 63.2
Vc = 6 Vf = 12
Ab = 24.6
Vb = 5
Ac = 41.1 Af = 61.4
Vc = 70 Vf = 115
Ab = 25.6
Vb = 46
Ac = 49.2 Af = 63.1
Vc = 84 Vf = 115
Ab = 23.9
Vb = 46
Ac = 49.6 Af = 73.7
Vc = 91 Vf = 127
Ab = 26.7
Vb = 47
790
800
790
800
790
800
790
800
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
184CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:26 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
476
00
2:1
Ex. R/W
Ex. R/W Ex. Easement
791.35
2:
1
2:1
476
50
2:1
Ex. R/W
Ex. R/W Ex. Easement
791.43
2:
1 2:1
2:1
791.67
476
55
476
75
2:1
2:
1 2:1
Ex. R/W
Ex. R/W Ex. Easement
792.65
4
:1
Ac = 49.6 Af = 65.5
Vc = 92 Vf = 129
Ab = 23.2
Vb = 46
Ac = 54.0 Af = 70.0
Vc = 96 Vf = 125
Ab = 18.1
Vb = 38
Ac = 55.1 Af = 79.9
Vc = 10 Vf = 14
Ab = 18.7
Vb = 3
Ac = 33.1 Af = 93.2
Vc = 33 Vf = 64
Ab = 44.5
Vb = 23
790
800
790
800
790
800
790
800
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
185CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.587
Inv.= 791.63
STR No.
Inv.= 791.64
585
Inv.= 791.62
STR No.587
STR No.587
Inv.= 791.64
STR No.586
791.64Inv.=
791.64Inv.=
aedwards 9:40:27 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
477
00
2:1
Ex. R/W
Ex. R/W Ex. Easement
4
:1
477
50
2:1
Ex. R/W
Ex. R/W Ex. Easement
4
:1
2:1 4
:1
Ex. R/W
Ex. R/W Ex. Easement
476
95
4:12:1
Ex. R/W
Ex. R/W Ex. Easement
477
05
Ac = 24.7 Af = 114.3
Vf = 21
Ab = 44.7
Ac = 23.6 Af = 130.8
Vc = 41 Vf = 206
Ab = 40.9
Vb = 69
Ac = 25.0 Af = 115.8
Vf = 21
Ab = 41.6
Ac = 24.8 Af = 113.1
Vc = 21 Vf = 76
Ab = 41.9
Vb = 32
Vc = 5 Vb = 8
Vc = 5 Vb = 8
790
800
790
800
810
810
800
790
810
800
790
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
186CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 792.23
STR No.592
STR No.590
797.50Inv.=
478
00
2:1
Ex. R/W
Ex. R/W Ex. Easement
4
:1
478
50
2:1
Ex. R/W
Ex. R/W
4
:1
aedwards 9:40:29 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
479
00
2:1
Ex. R/W
Ex. R/W Ex. Easement
4
:1
479
502:1
Ex. R/W
Ex. R/W Ex. Easement
4:1
Ac = 22.6 Af = 136.7
Vc = 43 Vf = 248
Ab = 38.2
Vb = 73
Ac = 22.7 Af = 119.8
Vc = 42 Vf = 237
Ab = 36.9
Vb = 70
Ac = 22.7 Af = 107.3
Vc = 42 Vf = 210
Ab = 17.5
Vb = 50
Ac = 23.4 Af = 89.3
Vc = 43 Vf = 182
Ab = 33.3
Vb = 47
790
800
810
790
800
810
790
800
810
800
810
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
187CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.
Inv.= 792.85
STR No.
Inv.=
STR No.
Inv.=
STR No.
596
593 594 595
Inv. = 798.75 Inv. = 798.12
Inv. = 792.85 Inv. = 792.83
Inv. = 792.72
Inv. = 793.70
Inv. = 792.83
480
003:1
Ex. R/W
Ex. R/W Ex. Easement
3:
1
799.99
4:1
aedwards 9:40:30 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
480
503:13:
1
Ex. R/W
Ex. R/W Ex. Easement
800.79
4:1
481
003:
1 3:1
Ex. R/W
Ex. R/W Ex. Easement
801.60
4
:1
481
50
3:1
Ex. R/W
Ex. R/W Ex. Easement
17:1
803.97
4
:1
Ac = 25.6 Af = 77.0
Vc = 45 Vf = 154
Ab = 13.0
Vb = 43
Ac = 26.1 Af = 68.9
Vc = 48 Vf = 135
Ab = 12.8
Vb = 24
Ac = 26.3 Af = 63.8
Vc = 48 Vf = 123
Ab = 12.3
Vb = 23
Ac = 27.1 Af = 67.4
Vc = 49 Vf = 121
Ab = 12.6
Vb = 23
800
810
800
810
800
810
780
790
800
810
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
188CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
482
00
3:1
Ex. R/W
Ex. R/W
50:1
805.21 4:1
482
50
Ex. R/W
Ex. R/W Ex. Easement
50:1
4
:1
483
00
Ex. R/W
Ex. R/W Ex. Easement
5
:1 5:1
9:1
4
:1
Ac = 30.5 Af = 61.3
Vc = 53 Vf = 119
Ab = 13.5
Vb = 24
Ac = 34.1 Af = 57.3
Vc = 60 Vf = 110
Ab = 14.1
Vb = 26
Ac = 72.7 Af = 54.6
Vc = 99 Vf = 104
Ab = 14.2
Vb = 26
800
810
800
810
820
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
189CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:32 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
483
50
Ex. R/W
Ex. R/W Ex. Easement
4
:1
5:1 5:1
4:1
484
00
Ex. R/W
Ex. R/W Ex. Easement
4
:1
5:1 5:1
4:1
Ac = 71.3 Af = 54.0
Vc = 133 Vf = 101
Ab = 14.2
Vb = 26
Ac = 73.9 Af = 55.4
Vc = 134 Vf = 101
Ab = 13.9
Vb = 26
800
810
820
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
190CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.
Inv.= 794.39
STR No.
597
598
Inv. = 802.61
Inv. = 801.84
STR No.591
801.75Inv.=
aedwards 9:40:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
484
50
Ex. R/W
Ex. R/W Ex. Easement
4
:1
5:1 5:1
4:1
485
00
Ex. R/W
Ex. R/W Ex. Easement Ex. Easement
4:1
5:1 5:1
4
:1
Ac = 72.3 Af = 61.8
Vc = 135 Vf = 109
Ab = 14.0
Vb = 26
Ac = 71.2 Af = 75.7
Vc = 133 Vf = 127
Ab = 11.5
Vb = 24
800
810
820
790
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
191CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 793.61
STR No.599
aedwards 9:40:34 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
485
50
Ex. R/W
Ex. R/W Ex. Easement
5
:1
5:1 5:1
4
:1
486
00
Ex. R/W
Ex. R/W Ex. Easement
3
:1
5
:1 5:1
4
:1
Ac = 74.4 Af = 77.2
Vc = 135 Vf = 142
Ab = 8.8
Vb = 19
Ac = 79.7 Af = 67.3
Vc = 143 Vf = 134
Ab = 0.0
Vb = 8
790
800
810
820
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
192CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:35 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
486
50
Ex. R/W
Ex. R/W
Ex. Easement
3:1
5:1 5:1 4:1
486
90
Ex. R/W
Ex. R/W
Ex. Easement
4
:1
5:1 5:1
4:1
P
.
G.
8
0
9
.
6
0
P
.
G.
8
0
9
.
6
0
8
0
6
.
8
8
0
6
.
8
Ac = 93.5 Af = 58.9
Vc = 160 Vf = 117
Ab = 0.0
Vb = 0
Ac = 183.5 Af = 59.1
Vc = 205 Vf = 87
Ab = 0.0
Vb = 0
800
810
820
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
193CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:36 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
487
00
Ex. R/W
Ex. R/W
Ex. Easement
4
:1
5:1 5:1
4:1
P
.G
.
8
0
9
.7
0
P
.G
.
8
0
9
.7
0
8
0
6
.9
8
0
6
.9
8
0
6
.9
487
50
Ex. R/W Ex. R/W
Ex. Easement
6:1
50:1 50:1
5:1
P
.G
.
8
1
0
.
1
0
P
.G
.
8
1
0
.
1
0
8
0
8
.5
8
0
8
.5
8
0
8
.5
8
0
8
.5
8
0
8
.5
8
0
8
.5
8
0
8
.5
8
0
8
.5
Ac = 207.5 Af = 53.6
Vc = 72 Vf = 21
Ab = 0.0
Vb = 0
Ac = 262.2 Af = 63.2
Vc = 435 Vf = 108
Ab = 0.0
Vb = 0
800
810
820
800
810
820
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
194CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.
Inv.= 804.40
STR No.
Inv.=
STR No.
Inv.= 803.18
STR No.600
601
602
603
Inv. = 804.63
Inv. = 804.60
Inv. = 803.83 Inv. = 802.45
Inv. = 794.97
Inv. = 803.18
aedwards 9:40:37 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
487
75
Ex. R/W
Ex. R/W
5:1
50:1 50:1
5:1
P
.G
.
8
1
0
.
2
2
P
.G
.
8
1
0
.
2
2
8
0
8
.8
8
0
8
.8
8
0
8
.8
8
0
8
.8
8
0
8
.9
8
0
8
.9
8
0
8
.9
8
0
8
.9
488
00
Ex. R/W
Ex. R/W
50:1 50:1
4:1
8
1
0
.2
8
8
0
9
.3
9 4:1
P
.
G
.
P
.G
.
P
.
G
.
8
1
0
.2
8
8
0
9
.0
8
0
9
.0
8
0
9
.0
8
0
9
.0
8
0
9
.3
8
0
9
.3
8
0
9
.3
8
0
9
.3
8
0
9
.8
Ac = 302.0 Af = 53.7
Vc = 261 Vf = 54
Ab = 0.0
Vb = 0
Ac = 366.9 Af = 43.9
Vc = 310 Vf = 45
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
195CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 794.14
STR No.604
aedwards 9:40:39 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
488
50
Ex. R/W
Ex. R/W
3
:1
50:1 50:1
8:1
P
.G
.
8
10
.2
5
P
.
G
.
8
0
9
.
4
7
P
.G
.
8
10
.2
5
P
.G
.
8
0
9
.1
0
8
0
9
.5
8
0
9
.5
8
0
9
.5
8
0
9
.5
8
10
.0
8
10
.0
8
10
.0
8
10
.0
8
0
9
.8
8
10
.
3
489
00
Ex. R/W Ex. R/W
4:1
50:1 50:1
12:1
P
.
G.
8
1
0
.0
2
P
.G
.
8
0
9
.5
5
P
.
G.
8
1
0
.0
2
P
.G
.
8
0
8
.9
7
8
10
.1
8
10
.1
8
10
.1
8
10
.1
8
10
.8
8
10
.8
8
10
.8
8
10
.8
8
1
0
.4
8
10
.9
Ac = 475.3 Af = 35.2
Vc = 780 Vf = 73
Ab = 0.0
Vb = 0
Ac = 595.9 Af = 22.6
Vc = 992 Vf = 53
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
489
20
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
196CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 804.04
STR No.
Inv.= 804.15
STR No.
407
408
Inv. = 804.15
Inv. = 804.14
aedwards 9:40:40 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
50:1 50:1
5:1 15:1
P
.
G.
8
0
9
.
8
6
P
.
G.
8
0
9
.
6
0
P
.
G.
8
0
9
.
8
6
P
.G
.
8
0
8
.
9
5
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
9
.9
8
0
8
.9
8
0
9
.
6
489
50
Ex. R/W Ex. R/W
6:1
50:1 50:1
17:1
P
.G
.
8
0
9
.5
7
P
.
G.
8
0
9
.
7
4
P
.G
.
8
0
9
.5
7
P
.G
.
8
0
9
.0
1
8
10
.6
8
10
.6
8
10
.6
8
10
.6
8
11.5
8
11.5
8
11.5
8
11.5
8
10
.9
8
11
.4
Ac = 649.3 Af = 16.4
Vc = 461 Vf = 14
Ab = 0.0
Vb = 0
Ac = 730.4 Af = 10.1
Vc = 766 Vf = 15
Ab = 0.0
Vb = 0
800
810
820
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
197CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.409
Inv. = 802.18
aedwards 9:40:41 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
489
75
Ex. R/W Ex. R/W
10:1
50:1 50:1
12:1
P
.G
.
8
0
9
.2
7
P
.G
.
8
0
9
.
9
2
P
.G
.
8
0
9
.2
7
P
.G
.
8
0
9
.1
4
8
10
.9
8
10
.9
8
10
.9
8
10
.9
8
11.9
8
11.9
8
11.9
8
11.9
8
11.2
8
1
1.
6
490
00
Ex. R/W
Ex. R/W
50:1 50:1
11:1
21:1
P
.
G.
8
0
8
.
9
1
P
.
G.
8
1
0
.15
P
.
G.
8
0
8
.
9
1
P
.
G
.
8
0
9
.
3
6
8
11
.2
8
11
.2
8
11
.2
8
11
.2
8
12
.2
8
12
.2
8
12
.2
8
12
.2
8
1
1
.
5
8
11
.9
Ac = 802.9 Af = 9.7
Vc = 710 Vf = 9
Ab = 0.0
Vb = 0
Ac = 863.3 Af = 10.6
Vc = 771 Vf = 9
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
198CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:42 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
490
50
Ex. R/W
Ex. Easement Ex. R/W
92:1
50:1 50:1
14:1
P
.
G
.
8
0
8
.0
4
P
.G
.
8
10
.
7
9
P
.
G
.
8
0
8
.0
4
P
.
G
.
8
1
0
.
0
4
8
11
.8
8
11
.8
8
11
.8
8
11
.8
8
12
.9
8
12
.9
8
12
.9
8
12
.9 8
1
2
.
0
8
12
.4
491
00
Ex. R/W
Ex. Easement Ex. R/W
9:1
50:1 50:1
7:1
P
.
G.
8
0
6
.
9
6
P
.G
.
8
11
.
6
4
P
.
G.
8
0
6
.
9
6
P
.G
.
8
1
1
.0
5
8
12
.4
8
12
.4
8
12
.4
8
12
.4
8
13
.5
8
13
.5
8
13
.5
8
13
.5
8
1
2
.6
8
12
.9
Ac = 1002.7 Af = 1.5
Vc = 1728 Vf = 11
Ab = 0.0
Vb = 0
Ac = 1253.2 Af = 2.2
Vc = 2089 Vf = 3
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
199CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
STR No.
STR No.
Inv.= 795.66
STR No.605
306
307
Inv. = 807.92 Inv. = 807.86
Inv. = 808.28
R/W
aedwards 9:40:43 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
491
50
Ex. R/WEx. Easement Ex. R/W
8:1
50:1 50:1
27:1
P
.G
.
8
0
5
.7
8P
.G
.
8
1
2
.
7
2
P
.G
.
8
0
5
.7
8 P
.
G.
8
1
2
.3
8
8
1
2
.9
8
1
2
.9
8
1
2
.9
8
1
2
.9
8
1
4
.1
8
1
4
.1
8
1
4
.1
8
1
4
.1
8
13
.2
8
1
3
.5
492
00
Ex. R/WEx. Easement
Ex. Easement Ex. R/W
3:1
50:1 50:1
15:1
P
.G
.
8
0
4
.
6
6
P
.
G
.
8
1
4
.0
2
P
.G
.
8
0
4
.
6
6
P
.
G
.
8
1
4
.0
3
8
1
3
.5
8
1
3
.5
8
1
3
.5
8
1
3
.5
8
1
4
.6
8
1
4
.6
8
1
4
.6
8
1
4
.6
8
13
.7
8
14
.0
Ac = 1357.2 Af = 4.6
Vc = 2417 Vf = 6
Ab = 0.0
Vb = 0
Ac = 1458.8 Af = 6.4
Vc = 2484 Vf = 10
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
200CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Inv.= 794.85
STR No.606
R/W
Inv.= 813.08
STR No.
Inv.= 810.05
STR No.308 309
Inv. = 813.08
Inv. = 812.92
aedwards 9:40:45 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
492
50
Ex. R/WEx. Easement Ex. R/W
3:1
50:1 50:1
10:1
P
.
G
.
8
0
3
.7
4
P
.
G
.
8
1
5
.5
5
P
.
G
.
8
0
3
.7
4
P
.
G
.
8
1
6
.
0
1
8
14
.1
8
14
.1
8
14
.1
8
14
.1
8
15
.1
8
15
.1
8
15
.1
8
15
.1
8
1
4
.
2
8
14
.5
493
00
Ex. R/W
Ex. Easement Ex. R/W
50:1 50:1
5:1
4
:1
50:1
P
.G
.
8
0
3
.0
2
P
.
G
.
8
1
7
.
2
9
P
.G
.
8
0
3
.0
2
P
.G
.
8
18
.3
1
8
1
4
.8
8
1
4
.8
8
1
4
.8
8
1
4
.8
8
1
5
.6
8
1
5
.6
8
1
5
.6
8
1
5
.6
8
14
.7
8
1
5
.
1
Ac = 1525.0 Af = 22.4
Vc = 2763 Vf = 27
Ab = 0.0
Vb = 0
Ac = 1745.9 Af = 70.9
Vc = 3029 Vf = 86
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
201CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
R/W
R/W
Inv.= 795.07
STR No.607
aedwards 9:40:46 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
493
50
Ex. R/W
Ex. Easement
Ex. R/W
50:1 50:1
4:1
4
:1
P
.
G.
8
0
2
.
5
1
P
.G
.
8
19
.1
5
P
.
G.
8
0
2
.
5
1
P
.G
.
8
2
0
.7
7
8
15
.5
8
15
.5
8
15
.5
8
15
.5
8
16
.1
8
16
.1
8
16
.1
8
16
.1
8
1
5
.3
8
15
.6
493
75
Ex. R/WEx. Easement
Ex. R/W
50:1 50:1
4:1
4:1
P
.G
.
8
0
2
.3
3
P
.
G
.
8
2
0
.
0
6
P
.G
.
8
0
2
.3
3
P
.
G.
8
2
1
.6
9
8
15
.8
8
15
.8
8
15
.8
8
15
.8
8
16
.4
8
16
.4
8
16
.4
8
16
.4
8
15
.5
8
1
5
.
7
Ac = 1744.2 Af = 156.3
Vc = 3232 Vf = 210
Ab = 0.0
Vb = 0
Ac = 1672.0 Af = 207.2
Vc = 1582 Vf = 168
Ab = 0.0
Vb = 0
800
810
820
830
790
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
202CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
Inv.= 796.15
STR No.
STR No.608
609 610STR No.
Inv. = 796.69
Inv. = 796.48 Inv. = 796.48
Inv. = 796.69 Inv. = 796.69
Inv.= 796.92
STR No.
Inv.= 796.92
STR No.611 612
aedwards 9:40:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
494
00
Ex. R/WEx. Easement
Ex. R/W
4
:1
3:1
50:1 50:1P
.G
.
8
0
2
.2
0
P
.
G
.
8
2
0
.
8
8
P
.G
.
8
0
2
.2
0
P
.G
.
8
2
2
.1
6
8
16
.1
8
16
.1
8
16
.1
8
16
.1
8
16
.6
8
16
.6
8
16
.6
8
16
.6
8
1
5
.6
8
1
5
.
9
494
50
Ex. R/W
50:1 50:1P
.
G
.
8
0
2
.
0
9
P
.
G
.
8
0
2
.
0
9
8
17
.1
8
17
.1
8
17
.1
8
17
.1
8
17
.2
8
17
.2
8
17
.2
8
17
.2
Ac = 1733.7 Af = 260.3
Vc = 1577 Vf = 216
Ab = 0.0
Vb = 0
Ac = 1668.2 Af = 0.0
Vc = 3150 Vf = 241
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
203CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.614
STR No.613
Inv. = 797.52 Inv. = 797.52
aedwards 9:40:48 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
495
00
50:1 50:1P
.G
.
8
0
2
.19
P
.G
.
8
0
2
.19
8
17
.8
8
17
.8
8
17
.8
8
17
.8
8
17
.8
8
17
.8
8
17
.8
8
17
.8
495
50
50:1 50:1P
.G
.
8
0
2
.4
9
P
.G
.
8
0
2
.4
9
8
18
.2
8
18
.2
8
18
.2
8
18
.2
8
18
.3
8
18
.3
8
18
.3
8
18
.3
496
00
Ex. R/W Ex. Easement
50:1 50:1P
.G
.
8
0
2
.
9
9
P
.G
.
8
0
2
.
9
9
8
1
8
.6
8
1
8
.6
8
1
8
.6
8
1
8
.6
8
1
7
.4
8
1
7
.4
8
1
7
.4
8
1
7
.4
Ac = 1709.9 Af = 0.0
Vc = 3128 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1725.3 Af = 0.0
Vc = 3181 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1688.3 Af = 0.0
Vc = 3161 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
800
810
820
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
204CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
aedwards 9:40:50 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
496
50
Ex. R/W
Ex. Easement
Ex. R/W Ex. Easement
50:1 50:1P
.G
.
8
0
3
.7
0
P
.G
.
8
0
3
.7
0
8
19
.0
8
19
.0
8
19
.0
8
19
.0
8
17
.7
8
17
.7
8
17
.7
8
17
.7
497
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
6:1
6:1
P
.
G
.
8
0
4
.
6
1
P
.
G
.
8
2
1
.5
3
P
.
G
.
8
0
4
.
6
1
P
.G
.
8
2
1.
6
0
8
19
.
3
8
19
.
3
8
19
.
3
8
19
.
3
8
18
.
0
8
18
.
0
8
18
.
0
8
18
.
0
8
19
.1
8
1
8
.8
Ac = 257.4 Af = 0.0
Vc = 1802 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1640.2 Af = 97.6
Vc = 1757 Vf = 90
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
205CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
STR No.
STR No.
310
311
R/W
aedwards 9:40:51 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
497
05.68
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
6:1
P
.
G.
8
0
4
.
7
3
P
.G
.
8
2
1
.
4
6
P
.
G.
8
0
4
.
7
3
P
.
G
.
8
2
1
.5
6
8
19
.3
8
19
.3
8
19
.3
8
19
.3
8
18
.0
8
18
.0
8
18
.0
8
18
.0
8
1
9
.1
8
1
8
.
8
497
34.74
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.G
.
8
0
5
.3
7
P
.
G
.
8
2
1
.11
P
.G
.
8
0
5
.3
7
P
.
G
.
8
2
1
.2
8
8
1
9
.5
8
1
9
.5
8
1
9
.5
8
1
9
.5
8
1
8
.2
8
1
8
.2
8
1
8
.2
8
1
8
.2
8
19
.3
8
19
.
0
Ac = 1595.6 Af = 65.7
Vc = 340 Vf = 17
Ab = 0.0
Vb = 0
Ac = 1559.8 Af = 3.3
Vc = 1698 Vf = 37
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
206CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
STR No.615
Inv. = 797.56
R/W
aedwards 9:40:52 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
497
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.
G
.
8
0
5
.
7
3
P
.G
.
8
2
0
.9
3
P
.
G
.
8
0
5
.
7
3
P
.
G
.
8
2
1
.11
8
1
9
.
6
8
1
9
.
6
8
1
9
.
6
8
1
9
.
6
8
1
8
.
3
8
1
8
.
3
8
1
8
.
3
8
1
8
.
3
8
19
.4
8
19
.2
498
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.G
.
8
0
7
.0
5
P
.
G
.
8
2
0
.
3
4
P
.G
.
8
0
7
.0
5
P
.G
.
8
2
0
.5
5
8
2
0
.0
8
2
0
.0
8
2
0
.0
8
2
0
.0
8
18
.6
8
18
.6
8
18
.6
8
18
.6
8
1
9
.
7
8
19
.4
Ac = 1540.7 Af = 1.2
Vc = 876 Vf = 1
Ab = 0.0
Vb = 0
Ac = 1470.3 Af = 0.0
Vc = 2788 Vf = 1
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
207CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Inv.= 804.40
STR No.
STR No.
Inv.= 804.40
STR No.616
617
618
Inv. = 804.40 Inv. = 803.95 Inv. = 804.07 Inv. = 804.40
Inv. = 798.66
aedwards 9:40:53 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
498
50
Ex. R/WEx. R/W
Ex. Easement
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
0
8
.5
7
P
.G
.
8
19
.
9
6
P
.G
.
8
0
8
.5
7
P
.G
.
8
19
.9
8
8
2
0
.4
8
2
0
.4
8
2
0
.4
8
2
0
.4
8
19
.0
8
19
.0
8
19
.0
8
19
.0
8
19
.9
8
19
.8
499
00
Ex. R/W
Ex. R/W
Ex. EasementEx. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. Easement
50:1 50:1P
.G
.
8
1
0
.
2
3
P
.G
.
8
19
.8
5
P
.G
.
8
1
0
.
2
3
P
.G
.
8
19
.
4
2
8
2
0
.8
8
2
0
.8
8
2
0
.8
8
2
0
.8
8
1
9
.4
8
1
9
.4
8
1
9
.4
8
1
9
.4
8
2
0
.2
8
2
0
.1
Ac = 1382.3 Af = 0.0
Vc = 2641 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1276.2 Af = 0.0
Vc = 2462 Vf = 0
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
208CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:54 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
499
50
Ex. R/WEx. R/W
Ex. EasementEx. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. Easement
50:1 50:1P
.G
.
8
11.
9
0
P
.
G.
8
2
0
.
0
1
P
.G
.
8
11.
9
0 P
.
G.
8
1
8
.9
0
8
2
1.1
8
2
1.1
8
2
1.1
8
2
1.1
8
19
.8
8
19
.8
8
19
.8
8
19
.8
8
2
0
.5
8
2
0
.
4
500
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
1
3
.
5
6P
.
G
.
8
2
0
.
2
8
P
.G
.
8
1
3
.
5
6
P
.G
.
8
18
.
5
8
8
2
1.4
8
2
1.4
8
2
1.4
8
2
1.4
8
2
0
.0
8
2
0
.0
8
2
0
.0
8
2
0
.0
8
2
0
.9
8
2
0
.8
Ac = 1158.3 Af = 0.0
Vc = 2254 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1029.0 Af = 0.0
Vc = 2025 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
209CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 799.04
STR No.619
aedwards 9:40:56 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
500
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/WEx. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
1
5
.
2
1
P
.
G.
8
2
0
.
5
6
P
.G
.
8
1
5
.
2
1
P
.
G
.
8
1
8
.4
9
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
0
.3
8
2
0
.3
8
2
0
.3
8
2
0
.3
8
2
1
.2
8
2
1
.
1
500
59.35
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/WEx. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
1
5
.
5
0
P
.
G
.
8
2
0
.
6
1
P
.G
.
8
1
5
.
5
0
P
.
G
.
8
1
8
.5
0
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
0
.4
8
2
0
.4
8
2
0
.4
8
2
0
.4
8
2
1.
3
8
2
1
.
1
Ac = 895.6 Af = 0.0
Vc = 1782 Vf = 0
Ab = 0.0
Vb = 0
Ac = 747.9 Af = 0.0
Vc = 285 Vf = 0
Ab = 0.0
Vb = 0
790
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
210CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:57 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
501
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/WEx. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.
G
.
8
1
6
.
7
2
P
.
G.
8
2
0
.
8
4
P
.
G
.
8
1
6
.
7
2
P
.
G
.
8
1
8
.6
3
8
2
1.
9
8
2
1.
9
8
2
1.
9
8
2
1.
9
8
2
0
.6
8
2
0
.6
8
2
0
.6
8
2
0
.6
8
2
1
.6
8
2
1
.
3
501
50
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
Ex. Easement Ex. Easement Ex. Easement
50:1 50:1P
.
G
.
8
1
8
.0
7
P
.
G
.
8
2
1
.11
P
.
G
.
8
1
8
.0
7
P
.G
.
8
18
.
9
9
8
2
1
.9
8
2
1
.9
8
2
1
.9
8
2
1
.9
8
2
0
.9
8
2
0
.9
8
2
0
.9
8
2
0
.98
2
2
.0
8
2
1.6
Ac = 649.5 Af = 0.0
Vc = 1052 Vf = 0
Ab = 0.0
Vb = 0
Ac = 542.1 Af = 0.0
Vc = 1103 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
211CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:40:58 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
501
53.19
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
Ex. Easement Ex. Easement Ex. Easement
50:1 50:1P
.G
.
8
18
.
1
5
P
.
G
.
8
2
1
.1
3
P
.G
.
8
18
.
1
5
P
.
G
.
8
1
9
.0
3
8
2
1.9
8
2
1.9
8
2
1.9
8
2
1.9
8
2
0
.9
8
2
0
.9
8
2
0
.9
8
2
0
.98
2
2
.
0
8
2
1
.6
502
00
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. Easement
50:1 50:1P
.G
.
8
1
9
.
2
6
P
.
G
.
8
2
1
.3
9
P
.G
.
8
1
9
.
2
6
P
.
G
.
8
1
9
.5
8
8
2
1.9
8
2
1.9
8
2
1.9
8
2
1.9
8
2
1.1
8
2
1.1
8
2
1.1
8
2
1.18
2
2
.3
8
2
1
.8
Ac = 544.6 Af = 0.0
Vc = 64 Vf = 0
Ab = 0.0
Vb = 0
Ac = 454.2 Af = 0.0
Vc = 866 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
212CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 800.69
STR No.620
Inv.= 809.44
STR No.
STR No.
319
416
809.30Inv.= 808.37Inv.= 809.38Inv.=
8
2
1
.9
8
2
1
.9
8
2
1
.9
8
2
1
.9
8
2
1
.6
8
2
1
.6
8
2
1
.6
8
2
1
.6
8
2
2
.7
8
2
2
.0
aedwards 9:40:59 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
502
50
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. Easement
50:1 50:1P
.
G.
8
2
0
.
3
0
P
.
G
.
8
2
1
.6
6
P
.
G.
8
2
0
.
3
0
P
.
G.
8
2
0
.
2
9
8
2
1
.6
8
2
1
.6
8
2
1
.6
8
2
1
.6
8
2
1
.2
8
2
1
.2
8
2
1
.2
8
2
1
.2
8
2
2
.5
8
2
2
.
1
503
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement Ex. Easement Ex. Easement
50:1 50:1P
.
G
.
8
2
1.
1
7
P
.
G
.
8
2
1
.9
4
P
.
G
.
8
2
1.
1
7
P
.G
.
8
2
0
.9
6
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
5
8
2
1.
5
8
2
1.
5
8
2
1.
5
8
2
2
.8
8
2
2
.4
50:1 50:1
Ex. R/W
Ex. Easement
Ex. Easement Ex. R/WEx. Easement
Ex. Easement
Ex. Easement
503
14.50
8
2
2
.
0
2
P
.G
.8
2
1
.4
0
P
.
G
.
8
2
1
.4
0
P
.
G
.
8
2
1
.13
P
.
G.
Ac = 370.8 Af = 3.8
Vc = 764 Vf = 4
Ab = 0.0
Vb = 0
Ac = 317.1 Af = 10.5
Vc = 637 Vf = 13
Ab = 0.0
Vb = 0
Ac = 305.1 Af = 12.1
Vc = 167
Ab = 0.0
Vb = 0Vf = 6
800
810
820
830
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
213CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.622
800.77Inv.=
aedwards 9:41:01 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
503
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
2
1
.
9
0
P
.G
.
8
2
2
.19
P
.G
.
8
2
1
.
9
0
P
.G
.
8
2
1
.5
0
8
2
2
.1
8
2
2
.1
8
2
2
.1
8
2
2
.1
8
2
1.8
8
2
1.8
8
2
1.8
8
2
1.8
8
2
3
.0
8
2
2
.6
504
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.G
.
8
2
2
.4
6
P
.
G
.
8
2
2
.
3
7
P
.G
.
8
2
2
.4
6
P
.G
.
8
2
1
.
9
2
8
2
2
.4
8
2
2
.4
8
2
2
.4
8
2
2
.4
8
2
2
.1
8
2
2
.1
8
2
2
.1
8
2
2
.1
8
2
3
.3
8
2
2
.9
Ac = 278.7 Af = 16.0
Vc = 384 Vf = 19
Ab = 0.0
Vb = 0
Ac = 253.0 Af = 19.4
Vc = 492 Vf = 33
Ab = 0.0
Vb = 0
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
214CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Skewed Cross Section Shown for Informational Purposes
aedwards 9:41:02 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
504
50
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
Ex. Easement
Ex. Easement Ex. Easement
50:1 50:1P
.G
.
8
2
2
.8
7
P
.G
.
8
2
2
.4
6
P
.G
.
8
2
2
.8
7
P
.G
.
8
2
2
.2
0
8
2
2
.6
8
2
2
.6
8
2
2
.6
8
2
2
.6
8
2
2
.3
8
2
2
.3
8
2
2
.3
8
2
2
.3
8
2
3
.5
8
2
3
.1
505
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
50:1 50:1P
.
G
.
8
2
3
.
1
2
P
.G
.
8
2
2
.4
6
P
.
G
.
8
2
3
.
1
2
P
.G
.
8
2
2
.3
5
8
2
2
.8
8
2
2
.8
8
2
2
.8
8
2
2
.8
8
2
2
.5
8
2
2
.5
8
2
2
.5
8
2
2
.5
8
2
3
.8
8
2
3
.3
505
33.27
Ex. R/W
Ex. Easement
Ex. Easement
Ac = 238.0 Af = 22.3
Vc = 455 Vf = 39
Ab = 0.0
Vb = 0
Ac = 235.6 Af = 23.6
Vc = 439 Vf = 42
Ab = 0.0
Vb = 0
810
820
830
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
215CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:03 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
505
50
Ex. R/W
Ex. Easement
Ex. R/W
Ex. Easement
Ex. Easement50:1 50:1P
.
G.
8
2
3
.
2
1
P
.
G
.
8
2
2
.
3
8
P
.
G.
8
2
3
.
2
1
P
.
G.
8
2
2
.
3
7
8
2
3
.
1
8
2
3
.
1
8
2
3
.
1
8
2
3
.
1
8
2
2
.
7
8
2
2
.
7
8
2
2
.
7
8
2
2
.
7
8
2
4
.
0
8
2
3
.
5
506
00
50:1 50:1P
.G
.
8
2
3
.15
P
.
G
.
8
2
2
.2
2
P
.G
.
8
2
3
.15
P
.
G
.
8
2
2
.
2
7
8
2
3
.3
8
2
3
.3
8
2
3
.3
8
2
3
.3
8
2
3
.0
8
2
3
.0
8
2
3
.0
8
2
3
.0
8
2
4
.2
8
2
3
.
8
Ac = 250.9 Af = 21.5
Vc = 450 Vf = 42
Ab = 0.0
Vb = 0
Ac = 279.8 Af = 16.7
Vc = 491 Vf = 35
Ab = 0.0
Vb = 0
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
216CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.621
801.97Inv.=
aedwards 9:41:04 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
506
50
50:1 50:1P
.
G.
8
2
2
.
9
2
P
.
G
.
8
2
1
.9
7
P
.
G.
8
2
2
.
9
2
P
.G
.
8
2
2
.0
3
8
2
3
.6
8
2
3
.6
8
2
3
.6
8
2
3
.6
8
2
3
.3
8
2
3
.3
8
2
3
.3
8
2
3
.3
8
2
4
.
5
8
2
4
.1
507
00
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
50:1 50:1P
.
G
.
8
2
2
.
5
5
P
.G
.
8
2
1
.
6
4
P
.
G
.
8
2
2
.
5
5
P
.
G
.
8
2
1
.7
0
8
2
3
.
8
8
2
3
.
8
8
2
3
.
8
8
2
3
.
8
8
2
3
.
6
8
2
3
.
6
8
2
3
.
6
8
2
3
.
6
8
2
4
.8
8
2
4
.
4
Ac = 322.8 Af = 9.9
Vc = 558 Vf = 25
Ab = 0.0
Vb = 0
Ac = 379.5 Af = 2.2
Vc = 650 Vf = 11
Ab = 0.0
Vb = 0
800
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
217CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.623
801.60Inv.=
STR No.STR No.
STR No.
321 420
421
813.39Inv.= 812.98Inv.= 813.20Inv.=
813.18Inv.=
aedwards 9:41:06 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
507
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
50:1 50:1P
.G
.
8
2
2
.
0
1
P
.
G
.
8
2
1
.2
5
P
.G
.
8
2
2
.
0
1
P
.G
.
8
2
1
.3
7
8
2
4
.1
8
2
4
.1
8
2
4
.1
8
2
4
.1
8
2
3
.9
8
2
3
.9
8
2
3
.9
8
2
3
.9
8
2
5
.1
8
2
4
.6
508
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
Ex. Easement
50:1 50:1P
.
G
.
8
2
1.
3
2
P
.
G.
8
2
0
.
8
5
P
.
G
.
8
2
1.
3
2
P
.G
.
8
2
1
.
2
2
8
2
4
.4
8
2
4
.4
8
2
4
.4
8
2
4
.4
8
2
4
.1
8
2
4
.1
8
2
4
.1
8
2
4
.1
8
2
5
.
3
8
2
4
.9
Ac = 452.9 Af = 0.0
Vc = 771 Vf = 2
Ab = 0.0
Vb = 0
Ac = 543.3 Af = 0.0
Vc = 922 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
218CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:07 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
508
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.
G
.
8
2
0
.
4
7
P
.
G
.
8
2
0
.
4
6
P
.
G
.
8
2
0
.
4
7
P
.
G
.
8
2
1
.3
7
8
2
4
.6
8
2
4
.6
8
2
4
.6
8
2
4
.6
8
2
4
.8
8
2
4
.8
8
2
4
.8
8
2
4
.8
8
2
5
.
6
8
2
5
.2
509
00
Ex. R/W
Ex. EasementEx. Easement
Ex. R/W
50:1 50:1P
.
G.
8
1
9
.4
6
P
.
G.
8
2
0
.
1
6
P
.
G.
8
1
9
.4
6
P
.
G.
8
2
1
.8
2
8
2
4
.9
8
2
4
.9
8
2
4
.9
8
2
4
.9
8
2
5
.4
8
2
5
.4
8
2
5
.4
8
2
5
.4
8
2
5
.
9
8
2
5
.4
Ac = 656.7 Af = 0.0
Vc = 1111 Vf = 0
Ab = 0.0
Vb = 0
Ac = 782.7 Af = 0.0
Vc = 1333 Vf = 0
Ab = 0.0
Vb = 0
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
219CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:08 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
509
50
Ex. R/W
Ex. Easement
Ex. Easement Ex. R/W
50:1 50:1P
.G
.
8
18
.3
1
P
.G
.
8
2
0
.
2
0
P
.G
.
8
18
.3
1
P
.
G
.
8
2
2
.
5
5
8
2
5
.2
8
2
5
.2
8
2
5
.2
8
2
5
.2
8
2
5
.7
8
2
5
.7
8
2
5
.7
8
2
5
.7
8
2
6
.1 8
2
5
.7
510
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.
G
.
8
1
7
.
1
5
P
.
G
.
8
2
0
.
5
9
P
.
G
.
8
1
7
.
1
5 P
.G
.
8
2
3
.5
7
8
2
5
.4
8
2
5
.4
8
2
5
.4
8
2
5
.4
8
2
6
.1
8
2
6
.1
8
2
6
.1
8
2
6
.1
8
2
6
.
3 8
2
6
.0
Ac = 1038.9 Af = 0.0
Vc = 1687 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1162.7 Af = 0.0
Vc = 2038 Vf = 0
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
220CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 811.81
STR No.
Inv.= 802.76
STR No.
Inv.= 811.81
STR No.624
625
626
Inv. = 811.81
Inv. = 811.36 Inv. = 811.48 Inv. = 811.81
Inv.= 802.02
STR No.627
aedwards 9:41:09 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
510
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.
G.
8
1
5
.9
8
P
.G
.
8
2
1
.
3
3
P
.
G.
8
1
5
.9
8
P
.
G
.
8
2
4
.
6
4
8
2
5
.
6
8
2
5
.
6
8
2
5
.
6
8
2
5
.
6
8
2
6
.
5
8
2
6
.
5
8
2
6
.
5
8
2
6
.
5
8
2
6
.5
8
2
6
.3
511
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.G
.
8
1
4
.
8
2P
.G
.
8
2
2
.3
2
P
.G
.
8
1
4
.
8
2
P
.
G
.
8
2
5
.
6
1
8
2
5
.8
8
2
5
.8
8
2
5
.8
8
2
5
.8
8
2
6
.8
8
2
6
.8
8
2
6
.8
8
2
6
.8
8
2
6
.7
8
2
6
.
6
Ac = 1295.5 Af = 0.0
Vc = 2276 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1429.3 Af = 0.0
Vc = 2523 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
840
800
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
221CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
511
50
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1P
.
G
.
8
1
3
.
6
5
P
.
G
.
8
2
3
.3
2
P
.
G
.
8
1
3
.
6
5
P
.G
.
8
2
6
.2
0
8
2
6
.
0
8
2
6
.
0
8
2
6
.
0
8
2
6
.
0
8
2
7
.
0
8
2
7
.
0
8
2
7
.
0
8
2
7
.
0
8
2
7
.0 8
2
6
.8
512
00
Ex. R/W
Ex. Easement
Ex. Easement Ex. R/W
50:1 50:1P
.
G
.
8
1
2
.5
0
P
.
G.
8
2
4
.
3
2
P
.
G
.
8
1
2
.5
0
P
.G
.
8
2
6
.4
9
8
2
6
.2
8
2
6
.2
8
2
6
.2
8
2
6
.2
8
2
7
.2
8
2
7
.2
8
2
7
.2
8
2
7
.2
8
2
7
.2 8
2
7
.0
Ac = 1556.8 Af = 0.0
Vc = 2765 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1681.8 Af = 0.0
Vc = 2999 Vf = 0
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
222CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:12 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
512
50
Ex. R/W
Ex. Easement
Ex. Easement Ex. R/W
50:1 50:1P
.
G.
8
1
1
.
5
3
P
.
G
.
8
2
5
.
3
3
P
.
G.
8
1
1
.
5
3
P
.G
.
8
2
6
.7
7
8
2
6
.4
8
2
6
.4
8
2
6
.4
8
2
6
.4
8
2
7
.4
8
2
7
.4
8
2
7
.4
8
2
7
.4
8
2
7
.4
8
2
7
.3
512
77.85
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
50:1
P
.G
.
8
11
.
0
8
P
.
G
.
8
2
5
.
8
8
P
.G
.
8
11
.
0
8
P
.G
.
8
2
6
.9
3
8
2
6
.5
8
2
6
.5
8
2
6
.5
8
2
6
.5
8
2
7
.5
8
2
7
.5
8
2
7
.5
8
2
7
.5
8
2
7
.
5
8
2
7
.5
Ac = 1791.6 Af = 0.0
Vc = 3216 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1873.3 Af = 50.5
Vc = 1890 Vf = 26
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
223CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 815.77
STR No.329
aedwards 9:41:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
512
86.88
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
50:1
P
.G
.
8
10
.9
5
P
.G
.
8
2
6
.0
7
P
.G
.
8
10
.9
5
P
.
G
.
8
2
6
.
9
8
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
7
.5
8
2
7
.
5
513
00
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
50:1
P
.G
.
8
1
0
.
7
8
P
.G
.
8
2
6
.3
3
P
.G
.
8
1
0
.
7
8
P
.G
.
8
2
7
.0
5
8
2
6
.6
8
2
6
.6
8
2
6
.6
8
2
6
.6
8
2
7
.6
8
2
7
.6
8
2
7
.6
8
2
7
.6
8
2
7
.6
8
2
7
.6
Ac = 1753.1 Af = 54.8
Vc = 606 Vf = 18
Ab = 0.0
Vb = 0
Ac = 1902.9 Af = 62.1
Vc = 888 Vf = 28
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
224CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
aedwards 9:41:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
513
19.08
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
50:1 50:1
50:1 50:1
P
.
G
.
8
1
0
.5
4
P
.
G
.
8
2
6
.
7
1
P
.
G
.
8
1
0
.5
4
P
.G
.
8
2
7
.1
6
8
2
6
.6
8
2
6
.6
8
2
6
.6
8
2
6
.6
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.
6
8
2
7
.7
513
50
Ex. R/W
Ex. Easement
Ex. R/W
Ex. Easement
50:1 50:1
355:1 50:1
P
.G
.
8
1
0
.
2
3
P
.G
.
8
2
7
.3
5
P
.G
.
8
1
0
.
2
3
P
.
G.
8
2
7
.
3
8
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
6
.9
8
2
7
.8
8
2
7
.8
8
2
7
.8
8
2
7
.8
8
2
6
.7
8
2
7
.8
Ac = 1972.1 Af = 95.9
Vc = 1369 Vf = 56
Ab = 0.0
Vb = 0
Ac = 1999.7 Af = 106.2
Vc = 2274 Vf = 116
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
225CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Inv.= 802.29
STR No.628
STR No.
STR No.629
630
STR No.631
Inv. = 805.75
Inv. = 804.94
Inv. = 804.94
Inv. = 805.03Inv. = 805.03 Inv. = 805.01 Inv. = 805.01
aedwards 9:41:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
513
75
Ex. R/W
Ex. Easement
Ex. R/W
Ex. R/W
Ex. Easement
50:150:1P
.
G
.
8
1
0
.
0
4
P
.
G
.
8
1
0
.
0
4
8
2
7
.
8
8
2
7
.
8
8
2
7
.
8
8
2
7
.
8
8
2
8
.
0
8
2
8
.
0
8
2
8
.
0
8
2
8
.
0
514
00
Ex. R/W
50:150:1P
.
G
.
8
0
9
.
9
1
P
.
G
.
8
0
9
.
9
1
8
2
8
.
2
8
2
8
.
2
8
2
8
.
2
8
2
8
.
2
8
2
8
.
1
8
2
8
.
1
8
2
8
.
1
8
2
8
.
1
Ac = 1947.9 Af = 0.0
Vc = 1828 Vf = 49
Ab = 0.0
Vb = 0
Ac = 1963.0 Af = 0.0
Vc = 1811 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
840
800
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
226CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 805.12
STR No.
Inv.= 805.12
STR No.632 633
STR No.634 STR No.635
Inv. = 805.31 Inv. = 805.29
aedwards 9:41:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
514
50
50:150:1P
.G
.
8
0
9
.7
9
P
.G
.
8
0
9
.7
9
8
2
8
.1
8
2
8
.1
8
2
8
.1
8
2
8
.1
8
2
8
.3
8
2
8
.3
8
2
8
.3
8
2
8
.3
515
00
50:150:1P
.
G
.
8
0
9
.
9
0
P
.
G
.
8
0
9
.
9
0
8
2
8
.
6
8
2
8
.
6
8
2
8
.
6
8
2
8
.
6
8
2
8
.
7
8
2
8
.
7
8
2
8
.
7
8
2
8
.
7
515
50
50:150:1P
.G
.
8
1
0
.
2
1
P
.G
.
8
1
0
.
2
1
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.6
Ac = 1977.8 Af = 0.0
Vc = 3649 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1992.0 Af = 0.0
Vc = 3676 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1971.1 Af = 0.0
Vc = 3670 Vf = 0
Ab = 0.0
Vb = 0
800
810
820
830
800
810
820
830
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
227CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
aedwards 9:41:18 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
516
00
Ex. R/W
Ex. R/W
50:150:1P
.
G
.
8
1
0
.
7
5
P
.
G
.
8
1
0
.
7
5
8
2
8
.7
8
2
8
.7
8
2
8
.7
8
2
8
.7
8
2
8
.0
8
2
8
.0
8
2
8
.0
8
2
8
.0
516
50
Ex. R/W
Ex. R/W
3:1 6:1
50:1 50:1
3:
1
P
.G
.
8
11.
4
9
P
.G
.
8
2
8
.0
1
P
.G
.
8
11.
4
9
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
8
.5
517
00
Ex. R/W
Ex. R/W
3:1 6:1
50:1 50:1
11:1
P
.G
.
8
1
2
.
4
6
P
.
G.
8
2
6
.
9
7
P
.G
.
8
1
2
.
4
6
P
.G
.
8
2
6
.
1
9
8
2
9
.1
8
2
9
.1
8
2
9
.1
8
2
9
.1
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
8
.5
8
2
8
.6
Ac = 1931.6 Af = 0.0
Vc = 3614 Vf = 0
Ab = 0.0
Vb = 0
Ac = 2003.2 Af = 78.8
Vc = 3643 Vf = 73
Ab = 0.0
Vb = 0
Ac = 1990.0 Af = 47.9
Vc = 3697 Vf = 117
Ab = 0.0
Vb = 0
810
820
830
840
810
820
830
840
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
228CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Inv.= 818.74
STR No.
Inv.= 817.62
STR No.
330
331
R/W
R/W
Inv.= 808.27
STR No.
STR No.636 STR No.638
637
Inv. = 812.17 Inv. = 811.99 Inv. = 812.00 Inv. = 812.17
aedwards 9:41:19 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
517
50
Ex. R/W
Ex. R/W
3:1 6:1
50:1 50:1
22:1
P
.
G
.
8
1
3
.6
3
P
.
G.
8
2
5
.
9
9
P
.
G
.
8
1
3
.6
3
P
.
G.
8
2
5
.
2
9
8
2
9
.
2
8
2
9
.
2
8
2
9
.
2
8
2
9
.
2
8
2
7
.
8
8
2
7
.
8
8
2
7
.
8
8
2
7
.
8
8
2
8
.
6
8
2
8
.
7
518
00
Ex. R/W
Ex. R/W
6:1
50:1 50:1
84:1
P
.
G
.
8
1
5
.0
2
P
.G
.
8
2
5
.2
3
P
.
G
.
8
1
5
.0
2
P
.
G.
8
2
4
.
6
0
8
2
8
.
8
8
2
8
.
8
8
2
8
.
8
8
2
8
.
8
8
2
7
.
9
8
2
7
.
9
8
2
7
.
9
8
2
7
.
9
8
2
8
.
6
8
2
8
.8
518
50
Ex. R/W
Ex. R/W
3:
1 6:1
50:1 50:1
20:1
P
.
G
.
8
1
6
.
5
9
P
.G
.
8
2
4
.6
9
P
.
G
.
8
1
6
.
5
9 P
.G
.
8
2
4
.1
2
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.2
8
2
8
.2
8
2
8
.2
8
2
8
.2
8
2
8
.7
8
2
8
.9
Ac = 1965.6 Af = 14.3
Vc = 3663 Vf = 58
Ab = 0.0
Vb = 0
Ac = 1905.9 Af = 0.5
Vc = 3585 Vf = 14
Ab = 0.0
Vb = 0
Ac = 1837.5 Af = 0.0
Vc = 3466 Vf = 0
Ab = 0.0
Vb = 0
810
820
830
810
820
830
800
810
820
830
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
229CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Inv.= 819.82
STR No.
Inv.= 819.79
STR No.332 425
R/W
R/W
Inv.= 819.46
STR No.
Inv.= 819.72
STR No.
426
427
R/W
R/W
Inv.= 819.42
STR No.
Inv.= 818.39
STR No.
333
334
aedwards 9:41:21 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
519
00
Ex. R/W
Ex. R/W
3:1 6:1
50:1 50:1
11:1
P
.
G
.
8
1
8
.18P
.G
.
8
2
4
.3
7
P
.
G
.
8
1
8
.18
P
.G
.
8
2
3
.8
4
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.3
8
2
8
.3
8
2
8
.3
8
2
8
.3
8
2
8
.8
8
2
9
.1
519
42
Ex. R/W
Ex. R/W
3:1
6:1
50:1 50:1
13:1
P
.G
.
8
1
9
.
5
1
P
.G
.
8
2
4
.2
7
P
.G
.
8
1
9
.
5
1
P
.
G.
8
2
3
.
7
7
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.4
8
2
8
.4
8
2
8
.4
8
2
8
.4
8
2
8
.
9
8
2
9
.2
519
48
Ex. R/W
Ex. R/W
3:1
6:1
50:1 50:1
15:1
P
.G
.
8
19
.
7
0
P
.G
.
8
2
4
.2
7
P
.G
.
8
19
.
7
0
P
.
G.
8
2
3
.
7
7
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.5
8
2
8
.5
8
2
8
.5
8
2
8
.5
8
2
8
.9
8
2
9
.2
Ac = 1744.7 Af = 0.0
Vc = 3317 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1493.7 Af = 0.0
Vc = 2519 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1475.1 Af = 0.0
Vc = 330 Vf = 0
Ab = 0.0
Vb = 0
820
830
840
810
820
830
840
810
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
230CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
R/W
R/W
Inv.= 820.08
STR No.
Inv.= 819.07
STR No.
Inv.= 819.86
STR No.
335
336
428
R/W
R/W
aedwards 9:41:22 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
519
50
Ex. R/W
Ex. R/W
3:1
6:1
50:1 50:1
16:1
P
.
G
.
8
1
9
.
7
6
P
.G
.
8
2
4
.2
7
P
.
G
.
8
1
9
.
7
6
P
.
G
.
8
2
3
.
7
7
8
2
8
.
6
8
2
8
.
6
8
2
8
.
6
8
2
8
.
6
8
2
8
.
5
8
2
8
.
5
8
2
8
.
5
8
2
8
.
5
8
2
9
.
0
8
2
9
.2
520
00
Ex. R/W
Ex. R/W
3:
1
6:1
50:1 50:1
6:1
P
.G
.
8
2
1
.
3
5
P
.G
.
8
2
4
.3
9
P
.G
.
8
2
1
.
3
5
P
.
G.
8
2
3
.
9
1
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.6
8
2
8
.6
8
2
8
.6
8
2
8
.6 8
2
9
.
1
8
2
9
.3
520
50
Ex. R/W
Ex. R/W
3:1
6:1
50:1 50:1 6:1P
.
G.
8
2
2
.
9
3
P
.
G
.
8
2
4
.
7
3
P
.
G.
8
2
2
.
9
3
P
.G
.
8
2
4
.2
5
8
2
8
.9
8
2
8
.9
8
2
8
.9
8
2
8
.9
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
8
.8
8
2
9
.2
8
2
9
.4
Ac = 1467.7 Af = 0.0
Vc = 109 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1319.9 Af = 0.0
Vc = 2581 Vf = 0
Ab = 0.0
Vb = 0
Ac = 1166.6 Af = 0.0
Vc = 2302 Vf = 0
Ab = 0.0
Vb = 0
820
830
840
810
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
231CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
R/W
R/W
R/W
aedwards 9:41:24 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
521
00
Ex. R/W
Ex. R/W
3:1
6:1 50:1 50:1 33:1 4:1P
.G
.
8
2
4
.5
2
P
.
G.
8
2
5
.
2
9
P
.G
.
8
2
4
.5
2
P
.G
.
8
2
4
.8
0
8
2
9
.0
8
2
9
.0
8
2
9
.0
8
2
9
.0
8
2
8
.9
8
2
8
.9
8
2
8
.9
8
2
8
.9
8
2
9
.4
8
2
9
.
4
521
50
Ex. R/W
Ex. R/W
3:1
6:1 6:150:1 50:1P
.G
.
8
2
6
.0
7
P
.G
.
8
2
6
.0
8
P
.
G
.
8
2
5
.
5
5
P
.G
.
8
2
6
.0
8
8
2
9
.6
8
2
9
.5
8
2
9
.2
8
2
9
.2
8
2
9
.2
8
2
9
.2
8
2
9
.1
8
2
9
.1
8
2
9
.1
8
2
9
.1
522
00
Ex. R/WEx. Easement
Ex. R/W
3:1
6:1 6:150:1 50:1P
.G
.
8
2
7
.0
6
P
.G
.
8
2
7
.4
8
P
.G
.
8
2
6
.5
2
P
.G
.
8
2
7
.4
8
8
2
9
.7
8
2
9
.6
8
2
9
.4
8
2
9
.4
8
2
9
.4
8
2
9
.4
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
Ac = 1006.1 Af = 0.0
Vc = 2012 Vf = 0
Ab = 0.0
Vb = 0
Ac = 834.5 Af = 0.0
Vc = 1704 Vf = 0
Ab = 0.0
Vb = 0
Ac = 690.9 Af = 0.0
Vc = 1412 Vf = 0
Ab = 0.0
Vb = 0
820
830
840
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
232CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Inv.= 822.70
STR No.
Inv.= 824.46
STR No.
639
640
Inv. = 824.46
Inv. = 824.07
aedwards 9:41:25 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
522
50
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
825.69 825.30
3:
1 3:1
50:1 50:1
3:1 3:1
P
.
G
.
8
2
8
.
6
6
P
.
G
.
8
2
8
.
6
6
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
522
53
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
825.64 825.25
2:
1 2:1
50:1 50:1
3
:1 3:1
P
.G
.
8
2
8
.7
2
P
.G
.
8
2
8
.7
2
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
8
2
9
.3
523
00
Ex. R/WEx. Easement Ex. R/W Ex. Easement
824.94 824.43
2:
1
2:1
50:1 50:1
3:1 3:1
P
.
G
.
8
2
9
.
6
2
P
.
G
.
8
2
9
.
6
2
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
8
2
9
.
4
Ac = 446.6 Af = 6.6
Vc = 1053 Vf = 6
Ab = 0.0
Vb = 0
Ac = 430.8 Af = 7.6
Vc = 49 Vf = 1
Ab = 0.0
Vb = 0
Ac = 292.5 Af = 31.2
Vc = 630 Vf = 34
Ab = 0.0
Vb = 0
820
830
840
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
233CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:27 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
523
50
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
824.19 823.56
2:
1
2:1
50:1 50:1
3:1
3:1
P
.G
.
8
3
0
.3
8
P
.G
.
8
3
0
.3
8
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.4
8
2
9
.4
8
2
9
.4
8
2
9
.4
524
00
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
823.43 822.69
2:
1
2:1
50:1 50:1
3:1
3:1
P
.G
.
8
3
0
.9
2
P
.G
.
8
3
0
.9
2
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
8
2
9
.5
524
50
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
822.68 821.82
2:
1
2:1
50:1 50:1
3:1
3:1
P
.G
.
8
3
1
.2
4
P
.G
.
8
3
1
.2
4
8
2
9
.6
8
2
9
.6
8
2
9
.6
8
2
9
.6
8
2
9
.6
8
2
9
.6
8
2
9
.6
8
2
9
.6
525
00
Ex. R/W
Ex. Easement
821.93
820.95
2:
1
2:1
50:1 50:1
3:
1
3:1
P
.
G
.
8
3
1
.4
0
P
.
G
.
8
3
1
.4
0
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
Ac = 203.3 Af = 99.4
Vc = 459 Vf = 121
Ab = 0.0
Vb = 0
Ac = 151.9 Af = 167.2
Vc = 329 Vf = 247
Ab = 0.0
Vb = 0
Ac = 158.0 Af = 180.2
Vc = 287 Vf = 322
Ab = 16.5
Vb = 15
Ac = 132.0 Af = 202.8
Vc = 269 Vf = 355
Ab = 50.7
Vb = 62
820
830
840
820
830
840
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
234CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:28 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
525
50
Ex. R/W
Ex. Easement
821.18
820.08
2:
1
2:1
50:1 50:1
3:1
3:1
P
.
G.
8
3
1
.5
3
P
.
G.
8
3
1
.5
3
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
525
95
Ex. R/WEx. Easement
820.50
819.30
2:1
50:1 50:1
3:1
P
.G
.
8
3
1
.6
5
P
.G
.
8
3
1
.6
5
8
2
9
.8
8
2
9
.8
8
2
9
.8
8
2
9
.8
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
526
00
Ex. R/WEx. Easement
820.60
819.49
2:
1
2:1
50:1 50:1
3:
1
3:1
P
.
G
.
8
3
1
.6
7
P
.
G
.
8
3
1
.6
7
8
2
9
.8
8
2
9
.8
8
2
9
.8
8
2
9
.8
8
2
9
.7
8
2
9
.7
8
2
9
.7
8
2
9
.7
526
50
Ex. R/WEx. Easement
Ex. R/W
821.65 821.43
2:
1
2:1
50:1 50:1
3:1
5:1
P
.G
.
8
3
1
.8
0
P
.G
.
8
3
1
.8
0
8
2
9
.9
8
2
9
.9
8
2
9
.9
8
2
9
.9
8
2
9
.9
8
2
9
.9
8
2
9
.9
8
2
9
.9
Ac = 124.6 Af = 208.9
Vc = 238 Vf = 381
Ab = 65.5
Vb = 108
Ac = 137.1 Af = 219.6
Vc = 242 Vf = 397
Ab = 31.7
Vb = 90
Ac = 121.3 Af = 170.4
Vc = 239 Vf = 361
Ab = 76.3
Vb = 100
820
830
840
820
830
840
820
830
840
820
830
840
Skewed Cross Section Shown for Informational Purposes
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
235CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:30 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
527
00
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
822.70
2:
1
2:1
50:1 50:1
6:1
3:
1
P
.
G
.
8
3
1
.9
4
P
.
G
.
8
3
1
.9
4
8
3
0
.1
8
3
0
.1
8
3
0
.1
8
3
0
.1
8
3
0
.1
8
3
0
.1
8
3
0
.1
8
3
0
.1
527
50
Ex. R/WEx. Easement Ex. R/W Ex. Easement
823.75
2:
1
2:1
50:1 50:1
6:1
3:1
P
.G
.
8
3
2
.0
7
P
.G
.
8
3
2
.0
7
8
3
0
.2
8
3
0
.2
8
3
0
.2
8
3
0
.2
8
3
0
.2
8
3
0
.2
8
3
0
.2
8
3
0
.2
528
00
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
824.80
2:
1
2:1
50:1 50:1
6:1
3:1
P
.G
.
8
3
2
.2
1
P
.G
.
8
3
2
.2
1
8
3
0
.4
8
3
0
.4
8
3
0
.4
8
3
0
.4
8
3
0
.3
8
3
0
.3
8
3
0
.3
8
3
0
.3
528
50
Ex. R/WEx. Easement Ex. R/W Ex. Easement
825.85
3:1 3:1
6:1
50:1 50:1
6:1
3
:
1
P
.G
.
8
3
2
.3
4
P
.G
.
8
3
2
.3
4
8
3
1.1
8
3
1.1
8
3
1.1
8
3
1.1
8
3
1.1
8
3
1.1
8
3
1.1
8
3
1.1
Ac = 128.6 Af = 143.5
Vc = 231 Vf = 291
Ab = 73.3
Vb = 139
Ac = 133.3 Af = 108.0
Vc = 242 Vf = 233
Ab = 31.9
Vb = 97
Ac = 138.3 Af = 81.8
Vc = 251 Vf = 176
Ab = 12.7
Vb = 41
Ac = 154.4 Af = 77.4
Vc = 271 Vf = 147
Ab = 11.9
Vb = 23
820
830
840
820
830
840
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
236CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:31 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
529
00
Ex. R/WEx. Easement Ex. R/W Ex. Easement Ex. Easement
826.90
3:1 3:1
6:1
50:1 50:1
6:1
3:1
P
.G
.
8
3
2
.4
8
P
.G
.
8
3
2
.4
8
8
3
1
.7
8
3
1
.7
8
3
1
.7
8
3
1
.7
8
3
1
.7
8
3
1
.7
8
3
1
.7
8
3
1
.7
529
50
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
827.95
3:1 3:1 6:1
50:1 50:1
6:1
3:
1
P
.G
.
8
3
2
.6
1
P
.G
.
8
3
2
.6
1
8
3
2
.3
8
3
2
.3
8
3
2
.3
8
3
2
.3
8
3
2
.3
8
3
2
.3
8
3
2
.3
8
3
2
.3
529
70
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
828.37
3:1 3:1 6:1
50:1 50:1
6:1
3:
1
P
.
G.
8
3
2
.
6
7
P
.
G.
8
3
2
.
6
7
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
8
3
2
.
6
Ac = 159.8 Af = 63.7
Vc = 291 Vf = 131
Ab = 9.9
Vb = 20
Ac = 179.9 Af = 51.0
Vc = 315 Vf = 106
Ab = 9.2
Vb = 18
Ac = 172.6 Af = 47.3
Vc = 131 Vf = 36
Ab = 11.3
Vb = 8
820
830
840
820
830
840
820
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
237CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:33 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
530
00
Ex. R/WEx. Easement
Ex. R/W Ex. Easement
50:1 50:1
530
50
Ex. R/W
Ex. Easement
Ex. R/W Ex. Easement
50:1 50:1
531
00
Ex. R/W
Ex. Easement Ex. R/W Ex. Easement
50:1 50:1
531
50
Ex. R/W
Ex. Easement Ex. R/W Ex. Easement
50:1 50:1
Ac = 0.0 Af = 15.5
Vc = 96 Vf = 35
Ab = 0.0
Vb = 6
Ac = 0.0 Af = 15.5
Vc = 0 Vf = 29
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 15.5
Vc = 0 Vf = 29
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 15.5
Vc = 0 Vf = 29
Ab = 0.0
Vb = 0
830
840
830
840
830
840
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
238CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:34 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
532
00
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
532
50
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
533
00
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
533
50
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 28
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
830
840
830
840
830
840
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
239CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
aedwards 9:41:35 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
534
00
Ex. R/W
Ex. Easement
Ex. R/W Ex. Easement
50:1 50:1
534
50
Ex. R/W
Ex. Easement
Ex. R/W Ex. Easement
50:1 50:1
535
00
Ex. R/W
Ex. Easement
Ex. R/W Ex. Easement
50:1 50:1
535
50
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
830
840
830
840
830
840
830
840
LINE "E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
240CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
End Project
aedwards 9:41:36 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.E.dgn
536
00
Ex. R/WEx. Easement Ex. R/W Ex. Easement
50:1 50:1
536
50
Ex. R/WEx. Easement
Ex. R/W
Ac = 0.0 Af = 14.7
Vc = 0 Vf = 27
Ab = 0.0
Vb = 0
830
840
830
840
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
241CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
14
00
Ex. R/W
Ex. R/W
14
50
Begin Incidental Construction
Ex. R/W Ex. R/W
14
75
Begin Construction
Ex. R/W Ex. R/W
8
2
2
.0
8
2
2
.0
8
2
2
.0
8
2
2
.0
8
2
2
.0
8
2
2
.0
8
2
2
.0
8
2
2
.0
15
00
Ex. R/W Ex. R/W
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
8
2
1.
8
Af = 0
Vc = 0 Vf = 0
Ac = 59.1 Af = 3.2
Vc = 27 Vf = 1
Ac = 55.7 Af = 3
Vc = 53 Vf = 3
Ac = 0
820
830
820
830
820
830
820
830
aedwards 9:42:08 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
P
.G
.
8
2
2
.0
6
P
.G
.
8
2
2
.0
6
50:150:1
P
.
G
.
8
2
1.
8
6
P
.
G
.
8
2
1.
8
6
3:1
50:1 50:1 3
:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
242CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
15
13.55
Inv. = 812.69
Inv. = 812.82
STR No.
Inv.= 812.19
STR No.704 702
Ex. R/W Ex. R/W
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
8
2
1.7
15
50
Ex. R/W
Ex. R/W
8
2
1.4
8
2
1.4
8
2
1.4
8
2
1.4
8
2
1.2
8
2
1.2
8
2
1.2
8
2
1.2
R/W
16
00
Inv.= 816.49
Inv. = 813.04
Inv. = 813.11
Inv. = 817.10
Inv.= 812.04
STR No.
STR No.STR No.
707
708 709
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
8
2
0
.6
8
2
0
.6
8
2
0
.6
8
2
0
.6
8
2
0
.5
8
2
0
.5
8
2
0
.5
8
2
0
.5
Ac = 57.3 Af = 3
Vc = 28 Vf = 2
Ac = 60.4 Af = 2.9
Vc = 79 Vf = 4
Ac = 36.9 Af = 16.7
Vc = 90 Vf = 18
810
820
830
820
830
810
820
830
aedwards 9:42:09 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
P
.G
.
8
2
1
.
7
6
P
.G
.
8
2
1
.
7
6
50:150:1 50:1 50:1
P
.G
.
8
2
1
.
4
8
P
.G
.
8
2
1
.
4
8
3:150:150:150:1
P
.G
.
8
2
1
.0
9
P
.G
.
8
2
1
.0
9
50:1 50:1 50:1
3:
1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
243CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
Ex. R/W
Ex. Easement
Ex. Easement
16
8
2
0
.
0
8
2
0
.
0
8
2
0
.
0
8
2
0
.
0
8
19
.
8
8
19
.
8
8
19
.
8
8
19
.
8
32
R/W
16
50
Ex. R/W
Ex. EasementEx. Easement
8
19
.6
8
19
.6
8
19
.6
8
19
.6
8
19
.3
8
19
.3
8
19
.3
8
19
.3
16
8
1
9
.
1
8
1
9
.
1
8
1
9
.
1
8
1
9
.
1
8
1
8
.
9
8
1
8
.
9
8
1
8
.
9
8
1
8
.
9
64
R/W
17
00Inv.= 816.54
STR No.
Inv.= 816.30
STR No.711 712
Ex. R/W
Ex. EasementEx. Easement Ex. R/W Ex. Easement
8
1
8
.
2
8
1
8
.
2
8
1
8
.
2
8
1
8
.
2
8
1
8
.
0
8
1
8
.
0
8
1
8
.
0
8
1
8
.
0
Ac = 73.3 Af = 20.3
Vc = 63 Vf = 21
Ac = 33.3 Af = 44
Vc = 37 Vf = 23
Ac = 35.2 Af = 64.4
Vc = 19 Vf = 30
Ac = 0.4 Af = 168.1
Vc = 23 Vf = 152
820
830
810
820
830
840
820
830
810
820
830
aedwards 9:42:10 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
Commercial Drive Req’d Rt.
Sta. 16+32
L = 40’, W = 18’
18’-0"
-0.51%+0.50%
P
.
G
.
8
2
0
.
8
5
P
.
G
.
8
2
0
.
8
5
50:150:1
P
.
G.
8
2
0
.
7
1
P
.
G.
8
2
0
.
7
1
50:1 50:1 105:1+1.00 %
Drive Req’d Lt.
Sta. 16+67
L = 29’, W = 67’
30’-0"
+0.50%-0.60%
P
.
G
.
8
2
0
.
6
0
P
.
G
.
8
2
0
.
6
0
50:150:1
Drive Req’d Rt.
Sta. 16+64
L = 40’, W = 18’
50:1 P
.
G
.
8
2
0
.
4
8
P
.
G
.
8
2
0
.
4
8
50:150:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
244CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
17
05
Inv.= 815.47
Inv. = 815.47
Inv. = 816.04
Inv. = 815.41
Inv.= 811.35
STR No.
STR No.STR No.
713
714 715
Ex. R/W
Ex. EasementEx. Easement Ex. R/W Ex. Easement
8
1
8
.1
8
1
8
.1
8
1
8
.1
8
1
8
.1
8
1
7
.9
8
1
7
.9
8
1
7
.9
8
1
7
.9
R/W R/W
17
50
Inv. = 815.97
Inv. = 816.00
Inv. = 816.00 Inv. = 816.58
Inv.= 811.27
STR No.
STR No.STR No.
717
718 719
Ex. R/W
Ex. EasementEx. Easement Ex. R/W Ex. Easement
8
16
.9
8
16
.9
8
16
.9
8
16
.9
8
17
.2
8
17
.2
8
17
.2
8
17
.2
R/W
R/W
18
00
See Roundabout Spot Elevation Details
Ex. R/W
Ex. Easement
Ex. Easement
Ex. Easement
Ex. Easement Ex. R/W Ex. Easement
Ac = 0.5 Af = 179.6
Vc = 0 Vf = 31
Ac = 2 Af = 281.5
Vc = 2 Vf = 385
Ac = 19.6 Af = 439.8
Vc = 20 Vf = 668
810
820
830
810
820
830
810
820
830
aedwards 9:42:11 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
50:1 P
.G
.
8
2
0
.4
9
P
.G
.
8
2
0
.4
9
50:150:1
50:1
P
.
G.
8
2
0
.
8
5
P
.
G.
8
2
0
.
8
5
50:150:1 50:1 3:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
245CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
STR No.
18
05
722
Inv.= 811.18
See Roundabout Spot Elevation Details
Ex. R/W
Ex. EasementEx. Easement
Ex. Easement
Ex. R/W Ex. Easement
R/W R/W
18
50
See Bridge Plans for Details
Ex. R/W
Ex. EasementEx. Easement Ex. R/W Ex. Easement
19
00
See Bridge Plans for Details
Ex. Easement
Ac = 21.8 Af = 454.2
Vc = 4 Vf = 83
810
820
830
810
820
830
810
820
830
aedwards 9:42:12 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
50:150:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
246CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
19
50
See Bridge Plans for Details
20
50
See Bridge Plans for Details
R/W
21
00
See Bridge Plans for Details
Ex. R/W
Ex. R/W
810
820
810
820
810
820
830
aedwards 9:42:13 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
247CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
21
50
See Roundabout Spot Elevation Details
Ex. R/W Ex. Easement
Ex. Easement
Ex. R/W
R/W
22
00
See Roundabout Spot Elevation Details
Ex. R/W
Ex. Easement
Ex. Easement
Ex. R/W
R/W
22
50
See Roundabout Spot Elevation Details
Ex. R/W
Ex. R/W
Ac = 23.9 Af = 265.4
Vc = 103 Vf = 622
810
820
830
810
820
830
810
820
830
aedwards 9:42:14 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
3:1
3:1
8:1
50:1 50:1
3:1
3:1 50:1 50:1 3:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
248CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
22
Ex. R/W
Ex. R/W
8
16
.5
8
16
.5
8
16
.5
8
16
.5
8
16
.5
8
16
.5
8
16
.5
8
16
.5
83
R/WR/W
23
00
Ex. R/W
Ex. R/W
8
16
.3
8
16
.3
8
16
.3
8
16
.3
8
16
.3
8
16
.3
8
16
.3
8
16
.3
R/W
23
10
STR No.732
812.36Inv.=
Ex. R/W
Ex. R/W
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
Ac = 17.1 Af = 213.8
Vc = 25 Vf = 296
Ac = 21.3 Af = 188.2
Vc = 12 Vf = 124
Ac = 0 Af = 196.4
Vc = 4 Vf = 71
810
820
830
810
820
830
810
820
830
aedwards 9:42:15 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
15’-0"22’-0"
+0.94%
+2.00%-6.00%
P
.G
.
8
19
.8
1
P
.G
.
8
19
.8
1
50:1 50:1 3:1
Drive Req’d Lt.
Sta. 22+83
L = 51’ ; W = 27’
P
.
G.
8
1
9
.4
5
P
.
G.
8
1
9
.4
5
50:1 50:1 3:1
P
.G
.
8
1
9
.
2
4
P
.G
.
8
1
9
.
2
4
4:1 50:1 50:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
249CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/WR/W
23
25
Inv. = 812.35 Inv. = 811.89
STR No.
Inv.= 811.79
STR No.737 738
Ex. R/W
Ex. R/W
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.2
8
1
6
.3
8
1
6
.3
8
1
6
.3
8
1
6
.3
R/WR/W
23
50
Ex. R/W
Ex. R/W
8
1
6
.
1
8
1
6
.
1
8
1
6
.
1
8
1
6
.
1
8
1
6
.
2
8
1
6
.
2
8
1
6
.
2
8
1
6
.
2
R/WR/W
24
00
Ex. R/W Ex. R/W
8
1
5
.7
8
1
5
.7
8
1
5
.7
8
1
5
.7
8
1
5
.8
8
1
5
.8
8
1
5
.8
8
1
5
.8
R/WR/W
24
50
Ex. R/W Ex. R/W
8
15
.4
8
15
.4
8
15
.4
8
15
.4
8
15
.5
8
15
.5
8
15
.5
8
15
.5
Ac = 0 Af = 164.7
Vc = 0 Vf = 101
Ac = 0.1 Af = 127.7
Vc = 0 Vf = 135
Ac = 5.4 Af = 66
Vc = 5 Vf = 179
Ac = 19.6 Af = 27.9
Vc = 23 Vf = 87
810
820
830
810
820
830
810
820
810
820
aedwards 9:42:16 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
P
.G
.
8
1
8
.
9
2
P
.G
.
8
1
8
.
9
2
3:1 50:150:1
200:1
P
.
G
.
8
1
8
.
3
8
P
.
G
.
8
1
8
.
3
8
3:1 50:150:1
200:1
3:
1 3:1
P
.G
.
8
1
7
.
3
0
P
.G
.
8
1
7
.
3
0
50:150:1200:1
816.03
3:1 3:1
P
.G
.
8
16
.
2
3
P
.G
.
8
16
.
2
3
50:150:1200:1
814.75
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
250CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/WR/W
25
00
Inv.= 809.99
Inv. = 811.04
Inv. = 810.56
Inv. = 810.21
Inv. = 810.17 Inv. = 811.25
Inv. = 811.37
STR No.STR No.
STR No.
STR No.742 743
744
745
Ex. R/W Ex. R/W
8
14
.3
8
14
.3
8
14
.3
8
14
.3
R/WR/W
25
50
Ex. R/W Ex. R/W
8
1
3
.
4
8
1
3
.
4
8
1
3
.
4
8
1
3
.
4
R/WR/W
25
Ex. R/W Ex. R/W
8
1
3
.6
71
R/WR/W
26
00
End Construction
Ex. R/W
Ac = 63.2 Af = 7
Vc = 77 Vf = 32
Ac = 93.4 Af = 0
Vc = 145 Vf = 7
Ac = 100.3 Af = 0
Vc = 77 Vf = 0
Ac = 43.8 Af = 0.7
Vc = 76 Vf = 0
800
810
820
810
820
810
820
830
810
820
aedwards 9:42:17 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
3:1 3:1P
.
G.
8
1
5
.1
5
200:1
814.30
P
.
G
.
8
1
4
.
0
8
+0.66%
Drive Req’d Rt.
Sta. 25+71
L = 25’, W = 40’
P
.G
.
8
1
3
.6
2
50:1
LINE "S-6-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
251CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
26
Ex. R/W
10
R/W
26
44
End Incidental Construction
Ex. R/W
Ac = 26.0 Af = 0.1
Vc = 13 Vf = 0
810
820
810
820
aedwards 9:42:19 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S6E.dgn
-2.6%-1.59 %
Public Road Approach Req’d Lt.
Sta. 26+10
L = 32’ ; W = 29’
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
252CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
Begin Incidental Construction
Begin Construction
8
2
7
.6
820
830
840
Af = 0
Vc = 0 Vf = 0
820
830
840
Af = 0
Vf = 0
820
830
840
Ac = 74.8 Af = 0.5
Vc = 63 Vf = 0
Ac = 0
Ac = 0
Vc = 0
aedwards 9:42:41 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
44
55
Ex. R/W Ex. R/W
45
00
Ex. R/W Ex. R/W
45
45
Ex. R/W Ex. R/W
8
2
7
.
6
1
P
.
G
.
5:1
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
253CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
8
2
7
.6
8
2
7
.6
8
2
7
.6
8
2
7
.6
8
2
7
.5
8
2
7
.5
8
2
7
.5
8
2
7
.5
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.7
8
2
7
.0
8
2
7
.0
8
2
7
.0
8
2
7
.0
8
2
6
.
9
8
2
6
.
9
8
2
6
.
9
8
2
6
.
9
8
2
6
.
7
8
2
6
.
7
8
2
6
.
7
8
2
6
.
7
820
830
840
Ac = 65.5 Af = 5.7
Vc = 13 Vf = 1
820
830
840
Ac = 67.3 Af = 8.6
Vc = 123 Vf = 13
820
830
840
Ac = 154.8 Af = 3.7
Vc = 206 Vf = 11
aedwards 9:42:42 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
45
50
Ex. R/W Ex. R/W
P
.G
.
8
2
7
.6
1
P
.G
.
8
2
7
.6
1
3:
1
50:1 50:1
46
00
Ex. R/W Ex. R/W
P
.
G.
8
2
7
.
2
4
P
.
G.
8
2
7
.
2
4
3:1 50:1 50:1 50:1
3:
1
46
50
19’-0"
Public Road Approach Req’d Lt.
Sta. 46+40.18
L = 44’-0" ; W = 37’-0"
Public Road Approach Req’d Rt.
Sta. 46+42.46
L = 34’-0" ; W = 32’-4"
P
.
G
.
8
2
6
.
8
6
P
.
G
.
8
2
6
.
8
6
50:150:1-0.98%+0.75 %-0.63 %
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
254CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
STR No.STR No.
STR No.
806 807
808
Temp.
R/W
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
Inv.= 822.47 Inv.= 822.10
Inv.= 821.97
Inv. = 822.47
Inv. = 822.20
Inv. = 822.10
Inv. = 822.07
R/W
STR No.STR No.809 810
Temp.
R/W
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
8
2
7
.
1
Inv.= 823.07 Inv.= 823.07
R/W
Temp.
R/W
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
8
2
7
.
2
820
830
840
Ac = 95.4 Af = 8.3
Vc = 176 Vf = 8
820
830
Ac = 100.2 Af = 7.2
Vc = 18 Vf = 1
820
830
840
Ac = 103.3 Af = 14.2
Vc = 26 Vf = 3
aedwards 9:42:43 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
46
88
Ex. R/W Ex. R/W
P
.
G
.
8
2
6
.
6
9
P
.
G
.
8
2
6
.
6
9
50:1 50:150:1 3:1
46
93
Ex. R/W Ex. R/W
P
.
G
.
8
2
6
.
7
0
P
.
G
.
8
2
6
.
7
0
50:1 50:1 50:1
47
00
Ex. R/W Ex. R/W
P
.
G
.
8
2
6
.
7
1
P
.
G
.
8
2
6
.
7
1
26:1 50:1 50:1
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
255CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
STR No.
STR No.STR No.
STR No.
814
811 812
813
Temp.
R/W
8
2
7
.
5
8
2
7
.5
Inv.= 821.58
Inv. = 823.23
Inv. = 823.16
Inv. = 822.56
Inv. = 822.29
Inv. = 822.19
Inv. = 822.16
See Roundabout Spot Elevation Details
See Roundabout Spot Elevation Details
810
820
830
840
Ac = 91 Af = 4.8
Vc = 180 Vf = 18
820
830
840
Ac = 49.2 Af = 26.9
Vc = 130 Vf = 29
820
830
840
aedwards 9:42:44 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
47
50
Ex. R/W Ex. R/W
P
.
G
.
8
2
7
.
1
4
P
.
G
.
8
2
7
.
1
4
50:1 50:150:1
48
00
Ex. R/W Ex. R/W
Ex. Easement
Ex. Easement
50:1 50:1 50:1 38:1
48
50
Ex. R/W
Ex. R/W
Ex. Easement
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
256CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
See Roundabout Spot Elevation Details
See Bridge Plans for Details
See Bridge Plans for Details
See Bridge Plans for Details
820
830
820
830
820
830
820
830
aedwards 9:42:45 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
49
00
Ex. R/W
49
50
50
00
50
50
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
257CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
See Roundabout Spot Elevation Details
See Roundabout Spot Elevation Details
See Roundabout Spot Elevation Details
820
830
820
830
840
820
830
840
aedwards 9:42:46 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
51
00
Ex. R/W
51
50
Ex. R/W
Ex. R/W
Ex. Easement
52
00
Ex. R/W
Ex. R/W
Ex. Easement
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
258CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
See Roundabout Spot Elevation Details
R/W
R/W
8
2
6
.5
8
2
6
.5
8
2
6
.5
8
2
6
.5
8
2
6
.3
8
2
6
.3
8
2
6
.3
8
2
6
.3
R/W
R/W
STR No.STR No.818 819
End Construction
8
2
6
.0
8
2
6
.0
8
2
6
.0
8
2
6
.0
Inv.= 818.17
Inv. = 818.26 Inv. = 818.17
820
830
840
Ac = 42.8 Af = 26.4
Vc = 54 Vf = 72
820
830
840
Ac = 55.2 Af = 5.5
Vc = 91 Vf = 30
810
820
830
840
Ac = 17.4 Af = 2.2
Vc = 41 Vf = 4
aedwards 9:42:47 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
52
50
Ex. R/W Ex. R/W
Ex. Easement
3:1 50:150:1
3:
1
53
00
Ex. R/W
Ex. R/W
Ex. Easement
P
.G
.
8
2
6
.4
9
P
.G
.
8
2
6
.4
9
3:
1
50:150:1
3:1
53
30
Ex. R/W
Ex. R/W Ex. Easement
P
.G
.
8
2
6
.0
9
3:1
3:1
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
259CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
R/W
R/W
STR No.821
STR No.820
Inv.= 818.05
Inv. = 818.05
Inv. = 817.94
R/W
R/W
R/W
R/W
820
830
Ac = 15.3 Af = 2.3
Vc = 13 Vf = 2
810
820
830
Ac = 12.4 Af = 0
Vc = 23 Vf = 2
820
830
Ac = 12.0 Af = 0
Vc = 3 Vf = 0
820
830
Af = 0.9
Vc = 20 Vf = 1
Ac = 9.0
aedwards 9:42:49 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
53
50
Ex. R/W
Ex. R/W Ex. Easement
3:
1
53
94
Ex. R/W
Ex. R/W
Ex. Easement
3:
1
54
00
Ex. R/W
Ex. R/W
Ex. Easement
3:1
54
50
Ex. R/W
Ex. R/W
3
:1
LINE "S-16-E"
20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040
CUT FILLCROSS SECTIONS
Scale: 1 inch = 10 feet
100
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
260CROSS SECTION
1" = 10’
1" = 10’
CITY OF CARMEL
JSB
07-08C
MJM MJM
JSB
260
R/W
R/W
R/W
End Incidental Construction
820
830
Ac = 2.5 Af = 5.6
Vc = 11 Vf = 6
820
830
Af = 0
Vf = 4
Ac = 1.7
Vc = 4
aedwards 9:42:50 PM2/11/2009 P:\IN2003\0661\D. Drawings\IN20030661.RD.C5.CS.S16E.dgn
55
00
Ex. R/W Ex. R/W
3:1
55
40
Ex. R/W Ex. R/W