HomeMy WebLinkAbout16-ENG-37 FT Plans Range Line and 116th(reduced)Carmel
CLAY TOWNSHIP
LOCATION MAP
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2020, INDOT
SUPPLEMENTAL SPECIFICATIONS.
NO.DATE REVISIONS APPR.BY
CERTIFIED BY:DATE
PLANS PREPARED BY:
OWNER
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571-2400
TOPOGRAPHIC SURVEY BY:
DESIGNED:CHECKED:
DRAWN:CHECKED:
LORI WATSON - MEMBER
BOARD OF PUBLIC WORKS AND SAFETY
MARY ANN BURKE - MEMBER
JAMES BRAINARD, MAYOR - CHAIRMAN
APPROVED BY:
PROJECT LOCATION
CITY OF CARMEL
ROUNDABOUT IMPROVEMENTS
CITY OF CARMEL STANDARDS;
KEVIN RIDER
LAURA CAMPBELL
BRUCE KIMBALL
SUE FINKAM
CITY COUNCIL MEMBERS
HONORABLE JAMES BRAINARD, MAYOR
Know what'sbelow.
before you dig.Call
R
AMERICAN STRUCTUREPOINT, INC.
AMERICAN STRUCTUREPOINT, INC.
INDIANAPOLIS, INDIANA 46240
(317) 547-5580
GRAPHIC SCALES
200001000
FEET
PROJECT NO. 16-ENG-37
TJM
RJC NRM
NRM
P
R
O
J
E
C
T
N
O
.
1
6
-E
N
G
-3
7
-
R
O
U
N
D
A
B
O
U
T
I
M
P
R
O
V
E
M
E
N
T
S
Ce
n
t
r
a
l
D
r
EE 114th St
Ce
ntral D
r W
W
a
sh
in
g
to
n
Blvd
W 116th St
S
G
u
ilf
o
r
d
Ro
a
d
Mit
ch
e
ll
Road
Co
ll
e
g
e
Av
e Donnybrook Dr
Cla
rk St
W Carmel Dr
Gradle Dr
W
o
o
d
l
a
n
d
D
r
E 116th St
Shoshone Dr
E 111th St
Woodvalley Dr
Pine Valley Dr
Je
ffe
rs
o
n
Dr
E
C
a
r
m
e
l
C
r
e
e
k
Carmel Creek
R 3 E | R 4 E
T 17 N
T 18 N
Woo
d
land Ln
Ce
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t
u
ry
Dr
W
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s
tfie
ld
B
lv
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Ke
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to
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P
k
w
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E Carmel Dr
Medical Dr
Ra
ls
to
n
Ave
Note: Listed below are the Indiana Underground Plant Protection Services Contacts; Others not listed may exist.
UTILITIES
surveyor has not physically located the underground utilities.
although the surveyor does certify that they are located as accurately as possible from information available. The
The surveyor further does not warrant that the underground utilities shown are in the exact location indicated
no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned.
The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes NOTE:
FIBER OPTIC
Waylon Higgins
(765) 341-1199
New Palestine, IN 46163
5650 Rockway Dr.
Zayo Bandwidth
Brian Smith
(317) 574-2591
Carmel, IN 46032
31 1st Avenue NW
Carmel Clay Communications Center
SEWER
Ryan Hartman
(317) 844-9200
Indianapolis, IN 46280
10701 North College Avenue, Suite A
Clay Township Regional Waste District
APPROVED BY:DATE
CITY ENGINEER
JEREMY KASHMAN, PE
116TH STREET AND RANGE LINE ROAD
S
R
a
n
g
e
Lin
e
Roa
d
1 TITLE SHEET & INDEX SHEET
DESIGNATIONSHEET NO.
INDEX
8 REFERENCE POINTS
CONSTRUCTION DETAILS
PLAN AND PROFILES
MISCELLANEOUS DETAILS
CROSS SECTIONS LINE "PR-RL1"
CROSS SECTIONS LINE "PR-S1A"
TYPICAL CROSS SECTIONS
LIGHTING DETAILS
PAVEMENT MARKINGS AND SIGN DETAILS
STRUCTURE DATA TABLE
2-4
31-36
53-56
PLAT NO. 16-7
MAINTENANCE OF TRAFFIC DETAILS
40-45 SPOT ELEVATION DETAILS
86 SUMMARY OF QUANTITIES AND APPROACH TABLE
24-30
CROSS SECTIONS LINE "PR-S2A"
1 6
31
36
37-39 ROUNDABOUT ALIGNMENT PLAN
LANDSCAPE PLANS
IRRIGATION PLANS
21-23 INTERSECTION REMOVAL DETAILS
48-51
RETAINING WALL DETAILS
EROSION CONTROL DETAILS
CURB RAMP DETAILS
UNDERDRAIN TABLE
5
9-20
52
05/07/2021
DOCUMENTS
CONSTRUCTION
FINAL
COMMUNICATION
Jeff Rice
(317) 610-5438
Indianapolis, IN 46204
240 N. Meridian St.
AT & T
Mark Mills
(217) 876-7194
New Palestine, IN 46163
5650 Rockway Dr.
Windstream
Brain Cravens
(317) 371-1155
Indianapolis, IN 46225
1902 South East St.
Level 3 Communications
65-71
72-78
79-85
87-89
90-92
121-126
127-129
HARDSCAPE DETAILS57-64
46-47
FIBER OPTIC
Scott Evans
(317) 752-6569
Comcast
SEWER & WATER
Steve Cook
(317) 716-3913
City of Carmel Water
9025 RIVER ROAD, SUITE 200
JEFF WORRELL
TIM HANNON
TONY GREEN
MILES NELSON
ADAM AASEN
96-120
ELECTRIC
Bill Ferrell
(317) 776-5351
New Castle, IN 47362
4535 Jane Boulevard
Duke Energy
GAS
Shawn Williams
(317) 776-5574
Noblesville, IN 46060
16000 Allisonville Rd.
Vectren
Brain Cravens
(317) 371-1155
Indianapolis, IN 46225
1902 South East St.
TCA
CABLE TV
Byron Posey
(317) 538-2016
Indianapolis, IN 46218
3030 Roosevelt Avenue
Spectrum
Mike Hendricks
(317) 571-2634
City of Carmel Sanitary
93-95 WATER PLANS
PROJECT PROJECT NO.
RANGE LINE CONNECTORS 16-ENG-70
17-ENG-07MEDICAL DRIVE
No.
ANAIDNI
DER
ETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
2%2%
4%4%
13 13
KK15 15
2%2%
F
1'-0"1'-0"12'-0"12'-0"12'-0"12'-0"2'-0"2'-0"5'-0"
26
Line "PR-RL1"
Varies
1.5%
LaneLane Lane Lane
Profile Grade Profile Grade
Subgrade Treatment, Type ICSubgrade Treatment, Type IC
2'-0"
Sidewalk
Varies 1 1
106+40.00 "PR-RL1" to 107+04.86 "PR-RL1"
2%2%
4%4%
13 13
KK15 15
2%2%
1'-0"1'-0"10'-0"10'-0"10'-0"10'-0"2'-0"2'-0"8'-0"
Line "PR-RL1"
Varies
F1
1.5%
LaneLane Lane Lane
Profile Grade Profile Grade
Subgrade Treatment, Type ICSubgrade Treatment, Type IC
Varies 1 1
108+56.87 "PR-RL1" to 109+50.00 "PR-RL1"
6'-0"
Buffer
1.5%
2'-0"
1.5%
26
13
R 15
1'-0"
10'-0"10'-0"2'-0"
Line "PR-RL1"
Lane Lane
109+50.00 "PR-RL1" to 113+75.35 "PR-RL1"
1'-0"
3:1
3:
1
26
Sawcut
A
Sawcut
A
13
1'-0"
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
Exist.Exist.
2'-0"
2'-0"2'-0"
15 15
F
12'-0"12'-0"12'-0"12'-0"2'-0"2'-0"5'-0"
26
Line "PR-RL1"
1.5%
3:
1
3:1
26
LaneLane Lane Lane Sidewalk
1 1
1 104+00.00 "PR-RL1" to 105+75.00 "PR-RL1"
5'-0"
Buffer
1.5%
2'-0"
Sawcut
Subgrade Treatment, Type IC
A
1'-0"
R
Exist.
1'-0"
3:1
3:
1
26
Subgrade Treatment, Type IC
Sawcut
2'-0"
1'-0"
Exist.
R
Exist.Exist.A
Existing P.G.
Approximate
15 15
2'-0"2'-0"
Line "PR-RL1"
Lane
1 1
105+75.00 "PR-RL1" to 106+40.00 "PR-RL1"
Sawcut
Subgrade Treatment, Type IC
A
1'-0"
R1
Subgrade Treatment, Type IC
Sawcut
1'-0"
R1 A
2%2%2%2%
Sawcut
4%
A 13
Profile Grade 4%
Sawcut
A
Profile Grade
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
Varies Varies
Varies; See Construction Details and Roundabout Alignment Details
1
12'-0"12'-0"
Exist. Pavement
Exist. Pavement Exist. Pavement
13
2'-0"2'-0"
Lane
12'-0"12'-0"
LaneLane
2'-0"
1'-0"1'-0"
Shared-Use Path
6'-0"
Buffer
1.5%
26
2'-0"
Exist. Pavement
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Buffer
1.5%
26
R15
1'-0"
10'-0"10'-0"2'-0"
LaneLane
1'-0"
3:1
3:1
26
Sawcut
A
Sawcut
A
13
4%
1'-0"
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
Exist.Exist.
2'-0"
Exist. Pavement
8'-0"
F1
1.5%
Shared-Use Path
5'-0"
Buffer
1.5%
26
9'-0"9'-0"1 1
4%
Exist. Pavement
Sawcut
A
Subgrade Treatment, Type IC
Existing Ground
Existing Ground
Existing Ground
Existing Ground
1.5%
F
1.5%
6'-0"5'-0"1'-0"
Sidewalk Buffer
26
Varies Varies
F
5'-0"
26
1.5%
Sidewalk
6'-0"
Buffer
1.5%
1'-0"
3:1
3:
1
26
1
Existing Ground
1.5%
6'-0"
Buffer
26
WESTFIELD BLVD.
WESTFIELD BLVD.
WESTFIELD BLVD.
RANGE LINE ROAD
RANGE LINE ROAD
1'-0"
3:1
3:1
26
Existing Ground
1.5%
6'-0"
Buffer
26
3'-0"
3:1
3:1
26
Existing Ground
1'-0"
1.5%
F1
8'-0"
Shared-Use Path Buffer
1
1
'-6
"
4" Ø Open Conduit 4" Ø Innerduct
CONDUIT/INNERDUCT DETAIL
For additional details, see City of Carmel Standard Drawing No. 10-44.
For location, see Lighting Details.
NOTES:
3
'-
0
"
Co
v
e
r
(Directly Over Conduit)
Polyethylene Identification Tape
1
'-6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-
0
"
Co
v
e
r
4" Ø Innerduct4" Ø Open Conduit
1
'-
6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-
0
"
Co
v
e
r
4" Ø Innerduct4" Ø Open Conduit
3:1
3:1
26
Existing Ground
1.5%
F
5'-0"1'-0"
Sidewalk
1
'-6
"
4" Ø Open Conduit 4" Ø Innerduct
3
'-
0
"
Co
v
e
r
(Directly Over Conduit)
Polyethylene Identification Tape
3:
1
3:1
26
Existing Ground
1.5%
F
5'-0"1'-0"
Sidewalk
1
'-6
"
4" Ø Open Conduit 4" Ø Innerduct
3
'-
0
"
Co
v
e
r
(Directly Over Conduit)
Polyethylene Identification Tape
1
R15 From 113+25.00 "PR-RL1" to 113+75.35 "PR-RL1"
3 5
2
2 2
22
to Exist. Cross Slope at 104+40.00 "PR-RL1"
Transition from 2% Cross Slope at 104+00.00 "PR-RL1"
U
U
U
U
U
U
U
U
U
U
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
See Landscape Plans
See Landscape Plans
See Landscape Plans
See Landscape Plans
3
3
4
4
No Shared-Use Path; See Construction Details from 109+50.00 "PR-RL1" to 110+69.71 "PR-RL1"
No Shared-Use Path; See Construction Details from 108+72.78 "PR-RL1" to 109+50.00 "PR-RL1"
LEGEND
K
R
165 #/Sys. HMA Surface, Type "C", 9.5mm
Milling, Asphalt, 1.5"
330 #/Sys. HMA Base, Type "C", 25.0mm
250 #/Sys. HMA Interm., Type "C", OG, 19.0mm on
385 #/Sys. HMA Base, Type "C", 25.0mm on
275 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
Sodding, Nursery
15
16
26
Straight Concrete Curb13
Curb & Gutter Concrete Type II
Sidewalk, Concrete, 4 in.
A
F1
F
C
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on R1
Milling, Asphalt, Variable Depth (1" Min.)
HMA Wedge & Level, Type C on
385 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
T
10 in. of Compacted Aggregate No. 53
Decorative Concrete Pavement, Truck Apron, 7"
U Underdrain, 6 in.
(See Miscellaneous Details)
Roll Curb for Truck Apron
14 Straight Concrete Curb, Modified
Compacted Subgrade
6" Compacted, Aggregate No. 53 on
275#/Sys. HMA Intermediate, Type "B", 19.0 mm on
165#/Sys. HMA Surface, Type "B", 9.5 mm on
Shared-Use Path
6 in. Concrete Class "A"
165 #/Sys. HMA Surface, Type "C", 9.5mm on
22 Center Curb, Type D
1/4" = 1'-0"
RANGE LINE ROAD AND 116TH STREET
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
2
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.TY.01.dgn5/24/2021 02:24:54 PMjhofman
FOR APPROVAL
RECOMMENDED
Ind
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CITY OF CARMEL
16-ENG-37
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
TJM RJC
NRM NRM
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
2%2%
4%4%
13 13
KK15 15
2%2%
F
1'-0"1'-0"11'-0"11'-0"11'-0"11'-0"2'-0"2'-0"5'-0"
Exist. Pavement
26
Line "PR-S1A"
Varies
1.5%
LaneLane Lane Lane
Profile Grade Profile Grade
Subgrade Treatment, Type ICSubgrade Treatment, Type IC
Sidewalk
Varies 1 1 3'-0"
Buffer
1.5%
13
A
Sawcut
116TH STREET 2'-0"2'-0"
R 15
1'-0"
10'-0"10'-0"2'-0"
Line "PR-RL1"
Lane Lane
1'-0"
3:1
3:1
26
Sawcut
A
Sawcut
A
13
3'-0"
4%4%R15
1'-0"
10'-0"10'-0"2'-0"
LaneLane
Sawcut
A
Sawcut
A
1'-0"
13
1'-0"
Subgrade Treatment, Type IC Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
Exist.Exist.Exist.Exist.
2'-0"2'-0"
Exist. PavementExist. Pavement
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Buffer
1.5%
26
1'-0"
3:1
3:1
26
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Buffer
1.5%
26
4%
13
15
1'-0"12'-0"12'-0"2'-0"
Line "PR-S1A"
LaneLane
116TH STREET
Exist.Exist.
Sawcut
A
Exist. PavementSawcut
Subgrade Treatment, Type IC
2'-0"
A
1'-0"
R
5'-0"
4%
13
15
1'-0"12'-0"12'-0"2'-0"
Lane Lane
Exist.Exist.
Sawcut
A
Exist. Pavement Sawcut
Subgrade Treatment, Type IC
2'-0"
A
1'-0"
R
5'-0"
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
36+83.04 "PR-S1A" to 38+60.00 "PR-S1A"
34+15.00 "PR-S1A" to 35+29.87 "PR-S1A"
3:
1
26
1'-0"1'-0"
Subgrade Treatment, Type IC
Existing Ground Existing Ground
RANGE LINE ROAD
38+60.00 "PR-S1A" to 39+55.00 "PR-S1A"
32+80.00 "PR-S1A" to 33+44.00 "PR-S1A"
1'-0"
3:1
3:1
26
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Existing Ground
1.5%
26
Buffer
1'-0"
3:1
3:1
26
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Existing Ground
1.5%
26
Buffer
1
1'-0"
3:1
3:1
26
6'-0"
Existing Ground
1.5%
26
Buffer
5'-0"
1.5%
Sidewalk
F
1
'-6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-
0
"
C
o
v
e
r
4" Ø Open Conduit 4" Ø Innerduct
CONDUIT/INNERDUCT DETAIL
1
'-
6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-0
"
Co
v
e
r
4" Ø Open Conduit 4" Ø Innerduct
1
'-6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-
0
"
C
o
v
e
r
4" Ø Open Conduit 4" Ø Innerduct
3'-0"
Varies; See Construction Details and Roundabout Alignment Details1
1 1 11
115+10.41 "PR-RL1" to 122+12.93 "PR-RL1"
113+75.35 "PR-RL1" to 114+11.39 "PR-RL1"
1 1
2'-0"
F
5'-0"
1.5%
Sidewalk
1'-0"
3:1
3:
1
26
Existing Ground
SIDEWALK DETAIL
36+83.04 "PR-S1A" to 38+35.70 "PR-S1A"
15
2'-0"8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Buffer
12:1
26
15
2'-0"8'-0"
F1
1.5%
Shared-Use Path
3'-0"
Buffer
12:1
26
113+99.50 "PR-RL1" to 114+35.62 "PR-RL1" RT.113+88.99 "PR-RL1" to 114+47.15 "PR-RL1" LT.
SHARED-USE PATH DETAILSHARED-USE PATH DETAIL
U
U
U U
U
U
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
CONDUIT/INNERDUCT DETAIL
For additional details, see City of Carmel Standard Drawing No. 10-44.
For location of Conduit, see Lighting Details.
NOTES:
See Landscape Plans
See Landscape Plans
See Landscape Plans
15
1'-0"11'-0"11'-0"2'-0"
LaneLane
116TH STREET
Exist.Exist.
SawcutExist. PavementSawcut
Subgrade Treatment, Type IC
2'-0"
A
1'-0"
R
11'-0"
15
1'-0"11'-0"11'-0"2'-0"
Lane Lane
Exist.Exist.
Sawcut
A
Exist. Pavement Sawcut
Subgrade Treatment, Type IC
2'-0"
A
1'-0"
R
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
1'-0"
3:1
3:1
26
8'-0"
F1
1.5%
Shared-Use Path
6'-0"
Existing Ground
1.5%
26
Buffer
1'-0"
3:1
3:1
26
6'-0"
Existing Ground
1.5%
26
Buffer
5'-0"
1.5%
Sidewalk
F1
'-6
"
(Directly Over Conduit)
Polyethylene Identification Tape 3
'-0
"
Co
v
e
r
4" Ø Open Conduit 4" Ø Innerduct
U U
CONDUIT/INNERDUCT DETAIL
Line "PR-S1A"
33+44.00 "PR-S1A" to 34+15.00 "PR-S1A"
2%
Varies
1
KProfile Grade
22
3
Left Turn Lane
3 3 3
3
5
4 4
4 No Median Stand Up Curb from Station 32+80.00 "PR-S1A" to 33+44.00 "PR-S1A"
Lane width is 11'-0" from Station 32+80.00 "PR-S1A" to 33+44.00 "PR-S1A"
5 5 5 5
Lane width is 12'-0" from Station 36+83.04 "PR-S1A" to 38+60.00 "PR-S1A"
2
2 No Shared-Use Path; See Construction Details from Station 115+10.41 "PR-RL1" to 117+09.60 "PR-RL1"
LEGEND
K
R
165 #/Sys. HMA Surface, Type "C", 9.5mm
Milling, Asphalt, 1.5"
330 #/Sys. HMA Base, Type "C", 25.0mm
250 #/Sys. HMA Interm., Type "C", OG, 19.0mm on
385 #/Sys. HMA Base, Type "C", 25.0mm on
275 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
Sodding, Nursery
15
16
26
Straight Concrete Curb13
Curb & Gutter Concrete Type II
Sidewalk, Concrete, 4 in.
A
F1
F
C
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on R1
Milling, Asphalt, Variable Depth (1" Min.)
HMA Wedge & Level, Type C on
385 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
T
10 in. of Compacted Aggregate No. 53
Decorative Concrete Pavement, Truck Apron, 7"
U Underdrain, 6 in.
(See Miscellaneous Details)
Roll Curb for Truck Apron
14 Straight Concrete Curb, Modified
Compacted Subgrade
6" Compacted, Aggregate No. 53 on
275#/Sys. HMA Intermediate, Type "B", 19.0 mm on
165#/Sys. HMA Surface, Type "B", 9.5 mm on
Shared-Use Path
6 in. Concrete Class "A"
165 #/Sys. HMA Surface, Type "C", 9.5mm on
22 Center Curb, Type D
1/4" = 1'-0"
RANGE LINE ROAD AND 116TH STREET
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
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CITY OF CARMEL
16-ENG-37
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
TJM RJC
NRM NRM
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
ROUNDABOUT TYPICAL SECTION
RANGE LINE ROAD AND MEDICAL DRIVE
Roundabout Center
2%
4%
2%*
K
5'-0"12'-0"2'-0"
Center Island
15'-0"15'-0"
T 16
13
Lane LaneTruck Apron
Subgrade Treatment, Type IC
Subgrade Treatment, Type IC
MEDICAL DRIVE/ACCESS DRIVEWAY
4%4%
13 13
VariesVaries
1 1
Line "PR-S2A"
1'-0"1'-0"11'-0"
15
11'-0"
15
2'-0"2'-0"
3:1
3:1
Existing Ground
26
2'-0"
3:1
3:1
Existing Ground
26
2'-0"
R
R
Sawcut
A
1'-0"
2'-0"
Sawcut
Subgrade Treatment, Type IC
A
Sawcut Sawcut
Subgrade Treatment, Type IC
A
1'-0"
A
2'-0"
1'-0"
Lane Lane
*See Spot Elevation Details
NOTE:
Exist.Exist.
Varies; See Construction Details and Roundabout Alignment Details1
1
*2%
13
1 1
MEDICAL DRIVE/ACCESS DRIVEWAY
4%4%
13 13
VariesVaries
1 1
Line "PR-S2A"
1'-0"1'-0"11'-0"
15
11'-0"
15
2'-0"2'-0"
3:1
3:1
Existing Ground
26
2'-0"3'-0"
R1 R1
Sawcut
A
1'-0"
2'-0"
Sawcut
Subgrade Treatment, Type IC
A
Sawcut Sawcut
Subgrade Treatment, Type IC
A
1'-0"
A
2'-0"
Lane Lane
Exist.Exist.
1
1 1
13+12.06 "PR-S2A" to 13+75.00 "PR-S2A"
13+75.00 "PR-S2A" to 14+06.00 "PR-S2A"
10+90.00 "PR-S2A" to 11+38.31 "PR-S2A"
F
5'-0"
26
1.5%
Sidewalk
2'-0"
Buffer
12:1
Modular Block Retaining Wall
1.5%
15
2'-0"3'-0"
A
1'-0"
F
5'-0"
26
1.5%
Sidewalk
2'-0"
Buffer
12:1
Modular Block Retaining Wall
Sawcut
A
Subgrade Treatment, Type IC
1.5%
Subgrade Treatment, Type IC
1
2'-0"
SIDEWALK DETAIL
13+75.00 "PR-S2A" to 14+06.00 "PR-S2A"
Exist. Pavement
No. 53 Base on Geotextiles
Compacted Aggregate
13
1'-0"
No. 53 Base on Geotextiles
Compacted Aggregate
Sawcut
A
Subgrade Treatment, Type IC
Exist. Pavement
13
1'-0"
U
U U
U
U
1.5%
1.5%
See Landscape Plans
See Landscape Plans
26
Roundabout Center
4%
ROUNDABOUT TYPICAL SECTION
37'-0"8'-0"2'-0"14'-0"2'-0"14'-0"3'-0"
13
T 16 K 15 F
2%2%
2%
Center Island Truck Apron Lane Lane
26
5'-0"
1.5%1.5%3:1
3:1
26
Sidewalk
1'-0"
Subgrade Treatment, Type IC
Buffer
11
2'-0"
**
Existing Ground
RANGE LINE ROAD AND 116TH STREET
*See Spot Elevation Details
NOTE:
U
See Landscape Plans
LEGEND
K
R
165 #/Sys. HMA Surface, Type "C", 9.5mm
Milling, Asphalt, 1.5"
330 #/Sys. HMA Base, Type "C", 25.0mm
250 #/Sys. HMA Interm., Type "C", OG, 19.0mm on
385 #/Sys. HMA Base, Type "C", 25.0mm on
275 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
Sodding, Nursery
15
16
26
Straight Concrete Curb13
Curb & Gutter Concrete Type II
Sidewalk, Concrete, 4 in.
A
F1
F
C
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on R1
Milling, Asphalt, Variable Depth (1" Min.)
HMA Wedge & Level, Type C on
385 #/Sys. HMA Interm., Type "C", 19.0mm on
165 #/Sys. HMA Surface, Type "C", 9.5mm on
T
10 in. of Compacted Aggregate No. 53
Decorative Concrete Pavement, Truck Apron, 7"
U Underdrain, 6 in.
(See Miscellaneous Details)
Roll Curb for Truck Apron
14 Straight Concrete Curb, Modified
Compacted Subgrade
6" Compacted, Aggregate No. 53 on
275#/Sys. HMA Intermediate, Type "B", 19.0 mm on
165#/Sys. HMA Surface, Type "B", 9.5 mm on
Shared-Use Path
6 in. Concrete Class "A"
165 #/Sys. HMA Surface, Type "C", 9.5mm on
22 Center Curb, Type D
1/4" = 1'-0"
RANGELINE ROAD AND MEDICAL DRIVE
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
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CITY OF CARMEL
16-ENG-37
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
TJM RJC
NRM NRM
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
TYPICAL CENTER CURB TYPE D DETAIL
Top Pvm't.
SECTION K-K
Scale: 1/2" = 1'-0"
7
1
/
2
"
6
"
Varies
2 1/2"2 1/2"
1 1/2"R(Typ.)
Curb Ramp
Curb Ramp
15 15
13 13
13 13
C
C
A
JOINT LEGEND
B
C
D
Control Joint
6'-0"10'-0"6'-0"
D D6"6"
A
9'-0"
24:1 (Max.)24:1 (Max.)
RAISED PEDESTRIAN CROSSING DETAILS
No Scale
PLAN
No Scale
A A
6'-0"10'-0"6'-0"
1
'-
1
"
3
"
7
1
/
2
"
Top of Curb
6"6"9'-0"
D
and Asphalt Pavement (Typ.)
All Interfaces of Concrete
Tack Coat to be Provided at
D
(See Spot Eelevations)
(Typ. Both Sides)
of Pavement Elevation
3" Higher than Edge
(Typ. Both Sides)
to Pouring Colored Conc.
to Face of Gray Conc. Prior
Apply Epoxy Bonding Agent
Top of Curb
TYPICAL SECTION A-A
(Clay Pavers on PCCP)
A
(Clay Pavers Crosswalk)
Smooth Dowel 12" O.C. (Typ.)
1"Ø x 1'-6" Epoxy Coated
45° Herringbone Pattern
3/4" Rolled Bituminous Setting Bed
on Neoprene Asphalt Adhesive, on
Interlocking Clay Pavers (3 1/4" Depth),
6
1
/
2
"
Detectable Warning Surface
Detectable Warning Surface
2
'-0
"
2
'-
0
"
Joint Material
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
1/2" Expansion
Expansion Joint
Construction Joint
Sawcut Control Joint
No Scale
D
/
2
D
/
2
Sawcut 1/4" x 1/4" D
Smooth Dowel 12" O.C.
1"Ø x 1'-6" Epoxy Coated
No Scale
D
/
2
D/
2
Smooth Dowel 12" O.C.
1"Ø x 1'-6" Epoxy Coated
No Scale
D
/
2
D
/
2
Smooth Dowel 12" O.C.
1"Ø x 1'-6" Epoxy Coated
Joint Material
1/2" Expansion
6
'-0
"
3
'-
0
"
6'-0"
1
2
"
1
2
"
No Scale
RAISED PEDESTRIAN PAVEMENT MARKING DETAIL
EXPANSION JOINT DETAIL (30' O.C. MAX.)
CONSTRUCTION JOINT DETAIL (10' O.C. MAX.)
SAWCUT CONTROL JOINT DETAIL (10' O.C. MAX.)
Direction of Traffic
� of Lane
PLAN
13
13
K
K
JJ
(Typ.)
6"
(Typ
.)
6
"
RPM (Yellow) (Typ.)
Top Pvm't.
13 6'-0"
6
"
7
1
/
2
"
(12:1 Taper)
SECTION J-J
7
1
/
2
"
1
1
5
/
8
"
2'-0"
5/8 "
1'-2"
R
R 1'-2"
4
"
Scale: 1" = 1'-0"
7
5
/
8
"
Carmel Standard Drawing No. 10-25C
NOTE: For additional details, see City of
ROLL CURB FOR TRUCK APRON DETAIL
Scale: 1" = 1'-0"
STRAIGHT CONCRETE CURB, MODIFIED
2
'-0
"
4"
6"
2"
R
9"
1
'-0
"
Ma
x.
6" to 3" (typ.)
Curb Height Transition
No Scale
INLET PERIMETER DRAIN DETAIL
2'-0"
ELEVATION
PLAN
5
'-0
"
Proposed Storm Sewer Pipe
Cap End of Pipe
Wrapped in Filter Cloth
6" Dia. Underdrain Pipe
Inlet
Perimeter Drain Locations
Additional Information on Inlet
See Underdrain Table for
NOTE:
Inlet
Subgrade Treatment Subgrade Treatment
Storm Sewer Pipe
Structure Backfill, Type 2 Limits
in Filter Cloth, Placed within
6" Dia. Underdrain Pipe Wrapped
1
8
"
Underdrain
Trench Without
15
K
(PCCP Class C Concrete)(PCCP Class C Concrete)
(Class C Concrete)
PCCP
(Class C Concrete)
PCCP
(Class C Concrete)
PCCP
9 1/3"
- Full Depth HMA Pvm't. on Subgrade Teatment, Type 1C
At Medical Drive:
Swept Joints (1/4" Max.)
Hand Tight Polymeric Sand
LEGEND
(See Typical Sections)
Full Depth HMA Pavement
F1
K
X
T
(See Typical Sections)
PCCP Truck ApronC
C1
F
(See Carmel Std. Dwg. 10-18)
Sidewalk, Concrete, 4 In.
K1
(Full Depth Pavement)
HMA for Approaches
R
28A
Mill 1.5 in. & Resurface
R1
(See Typical Sections)
HMA Wedge & Level
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
(See City of Carmel Std. 10-25C)
Roll Curb for Truck Apron
(See Typical Sections)
Widening with PCC Base, 6"
Type C (Full Depth Pavement)
HMA For Structure Installation,
(Full Depth Pavement)
Widening with HMA, Typc C
(See Miscellaneous Details)
Raised Pedestrian Crossing
Subgrade Treatment Type II
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
14 Straight Concrete Curb, Modified
(See Curb Ramp Details)
Curb Ramp, Concrete
(See Typical Sections)
Shared-Use Path
17 Curb & Gutter, Concrete, Type III
4
(See Landscape Plans)
Planting Areas
MISCELLANEOUS DETAILS
AS NOTED
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
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RECOMMENDED
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CITY OF CARMEL
16-ENG-37
TJM RJC
NRM NRM
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
0
5
1
1
0
25+0020+00
15+00
4
0
+
0
0
3
5
+
0
0
2
0
+
0
0
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
GRAHAME D. & DIANA J. CURTS
C
ar
m
el
C
k.
App. Exist. R/WApp. Exist. R/W
App. Section Line
App. Exist. R/W
ASSOCIATION INC
HOMEOWNERS
CREEKSIDE
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
ASSOCIATION INC
HOMEOWNERS
CREEKSIDE
App. P.L.App. P.L.App. Exist. R/W
Line "RL" & "PR-RL1"
CORNER ASSOCIATES LP
Ap
p
.
Ex
is
t. R/
W
1
1
6
t
h
S
t.
Line "PR-RL1"
Lin
e
"P
R-
S1
A"
Lin
e
"S-
1
-A"
SPEEDWAY LLC
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
Ap
p
. S
e
c
ti
o
n
Lin
e
Ap
p
. Exist.
R
/WAp
p
.
Exis
t. R
/
W
App. Exist. R/W
Line "RL"
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
Ap
p
.
Ex
is
t.
R/
W
KRG CENTRE LLC
Lin
e
"S-1
-A" & "PR-S1
A"
App. Exist. R/W
App. Exist. R/W
C
r
e
e
k
s
id
e
D
r.
Lot F
Lot G
Replat - Block A Creekside
Common Area A
Common Area B
PROPERTY GROUP LLC
MILLER McCOMAS
104+00.00 "PR-RL1"
BEGIN PROJECT
Ap
p
.
Ex
is
t.
R/
W
R/W
R/W
Lin
e
"S
-1
-A"
&
"P
R
-S
1
A"1
1
6
t
h
S
t.
P.I. 20+00.00 "S-1-A"
P.I. 20+00.00 "RL" =
App. Exist. R/W
App. Exist. R/W
Range Line Rd.
Westfield Blvd.
Ap
p
.
Exis
t.
R
/W
Ap
p
. Exist.
R
/W
ASSOCIATION INC
HOMEOWNERS
FAIRGREEN TRACE
BUILDING CORPORATION
CARMEL CLAY PARKS
E
ase
m
ent
No Acc
e
ss
Ease
ment
S.D.
& U.
15
' Uti
l
i
t
y Ease
m
ent
15
' Uti
l
i
t
y Easement
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
39+55.00 "PR-S1A"
END CONSTRUCTION
P.O.T. 12+00.00 "RL"
P.O.T. 100+00.00 "PR-RL1" =
WOODLAND SHOPPES
Utility Easement
Utility Easement
Acc
e
ss
Ease
ment
Acc
e
ss
Easement
S
H
O
P
P
E
S
W
O
O
D
L
A
N
D
ACQUISITION CORPORATION
VCA REAL PROPERTY
AUTOZONE INC
Blankey Drainage Easement
Block "B" Common Area
FAIRGREEN TRACE, PHASE 2
R/W
R/W
R/W
R/
W
R
/W
Line "RL" & "PR-RL1"
Temp. R/W
T
e
m
p
.
R/
W
Temp. R/W
Temp. R/W
P.O.T. 19+90.00 "RL"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
T
e
m
p
.
R/
W
Temp. R/W
Temp. R/W
Temp. R/WTemp. R/W
COYOTE ENTERPRISES, INC.
App. P.L.
R/W
App. P.L.
App. P.L.
R/W
1"=50'
N/A
PLAT NO. 1
RJCTJM
NRM NRM
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
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FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PL.01.dgn5/24/2021 09:42:47 AMjhofman
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
1
5
1
2
0
1
2
5
1
0
+
0
0
30+00 35+00Line "RL" & "PR-RL1"
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 EKRG CENTRE LLC
App. Exist. R/W
App. Exist. R/W
Range Line Rd.
AUTOZONE INC
App. Exist. R/WApp. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Section Line
App. Exist. R/W
Ap
p
.
Exist.
R/
W
Ap
p
.
Exis
t.
R
/
W
M
e
d
ica
l D
r
.
II COMPANY
BARNES INVESTMENTS FINEBERG GROUP LLC
OPERATIONS LLC
BFS RETAIL & COMMERCIAL
STORES LLC
MACS CONVENIENCE
FINEBERG GROUP LLC
E
N
T
E
R
P
R
I
S
E
S
J
&
J
R
E
A
L
T
Y
Utility Easement
Utility Easement
C
a
rm
e
l
D
r.
C
a
r
m
e
l
D
r
.
LIVING TRUST
REVOCABLE
PATRICIA R. EMMERT
LLC
D & W HOLDINGS
2
0
0
Ap
p
.
Exist.
R/
W
Ap
p
.
Exis
t.
R
/
W
CITY OF CARMEL
CARMEL DEVELOPMENT II LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
PTN 1 REAL ESTATE DEPT
KROGER LIMITED
COMPANY
BARNES INVESTMENT
COMPANY
BARNES INVESTMENT
Ap
p
.
Ex
is
t
.
R/
W 122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
Temp. R/W
Temp. R/W
App. Exist. R/W
P.O.T. 10+00.00 "S-2-A"
P.O.T. 26+75.74 "RL" =
P.O.T. 114+77.31 "PR-RL1" =
Lin
e
"S
-2
-A"
Lin
e
"S
-2
-A"
1
0
+
0
0
1
5
+
0
0
Lin
e
"PR
-S
2
A"
Lin
e
"S
-2
-A" & "PR
-S
2
A"
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL2"=
14+06.00 "PR-S2A"
END CONSTRUCTION
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
Temp. R/W
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
R/W
R/W
Temp. R/W
Temp. R/W
Temp. R/W
R
/
W
T
e
m
p
.
R
/
W
T
e
m
p
.
R/
W
Temp. R/W
R/W
App. Exist. R/W
App. Exist. R/W
R/W
Temp. R/W
Temp. R/W
Line "RL"
836.0848344BRK
TJM
NRM
RJC
NRM
PLAT NO. 1
N/A
1"=50'
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
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RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
N:715180.066 / E:9419.447
CONTROL POINT #171
N:715594.943 / E:9066.256
CONTROL POINT #172
N:716112.420 / E:9068.881
CONTROL POINT #173
N:716910.824 / E:9047.426
CONTROL POINT #174
T
T
edge of pavement
8.35'
ne cor sign base
5.78'
mag in pwp
#188474
38.38'
116th St.
Conc
Asph
Sidewalk
R
a
n
g
e
li
n
e
R
dS
id
e
w
a
lk
mag nail
found
mag nail
set
back of curb
6.84'
ne cor tele box
6.57'
back of curb
62.31'
1352 S.
Rangeline Rd.S
id
e
w
a
lk
Sidewalk
R
a
n
g
e
li
n
e
R
d
mag nail
set
back of
curb
3.81'
se cor of
building
25.53'
cor of sidewalk
21.73'
R
a
n
g
e
li
n
e
R
d
Carmel Dr mag nail
set
ne bolt fiber
vault
3.37'
face of flag pole
23.14'
back of
curb
3.83'Sidewalk
S
id
e
w
a
lk
Section Corner #17030103
N:1715219.424 / E:199112.252
NE Corner 01-17-03 East
Section Corner #17030106
N:1712394.280 / E:199075.070
01-17-03 East4
1SE Corner Ne
Section Corner #17030111
N:000.000 / E:000.000
01-17-03 East4
1 NE 4
1NE Corner NW
RTRT
RT RTHYDSection Corner #18033603
N:1720517.210 / E:199062.250
NE Corner 36-18-03 East
Section Corner #18043102
N:1720531.068 / E:201646.554
31-08-04 East4
1NE Corner NW
Section Corner #18043105
N:1717872.691 / E:201743.649
31-18-04 EastHYDBrass Pin
w/Casting
mag se
cor traffic
signal base
75.62'
mag se
cor traffic
signal base
82.92'
mag se
cor traffic
signal base
74.81'
mag se
cor traffic
signal base
76.88'
R
a
n
g
e
li
n
e
R
d
116th St.
Harrison Set
@ Surface
mag ne cor util
pole #05-253
40.65'
mag nw cor
util pole
69.65'
mag s cor
util pole
94.77'
top hydrant nut
65.49'
111th St.
W
e
s
f
ie
ld
B
lv
d
Stone found
116th St.
pk nail in
tele pole
63.56'
pk nail in tele pole
52.12'
Witt. stone
19.90'
pk nail in tele pole
87.07'
Brass pin
Harrison
monument
21.15'
mag in top
of curb
11.95'
mag in top
of curb
4.53'mag in top
of curb
9.95'R
a
n
g
e
li
n
e
R
d
Conc
RR Spike
mag w side
24" maple
25.58'
mag n side
walk
38.75'
mag n side walk
33.28'
mag n side walk
38.80'
126th St
Brass pin
mag s side
20" hackberry
11.28'
mag barricade
post
18.86'
cut "x" top
nut hydrant
16.78'
mag barricade
post
17.27'
Mohawk
Hills
Apartments
Loading
dock
Section Corner #18043108
N:1715226.246 / E:201818.944
31-18-04 East4
1SE Corner SW
Section Corner #17030105
N:1712476.640 / E:196399.040
01-17-03 East
Section Corner #17040602
N:1715226.104 / E:201907.621
06-17-04 East4
1NE Corner NW
Section Corner #18033608
N:1715211.621 / E:196456.630
36-18-03 East4
1 SW 4
1SE Corner SE
Harrison
mag top of curb
11.04'
mag top of curb
4.68'
mag top of curb
11.04'
mag w/washer
88.68'
116th St
RR Spike
HSCO mag
in conc
12.80'
HSCO mag
in conc
11.55'
HSCO mag
in conc
18.65'
HSCO mag
in conc
18.00'
111th St
M
o
n
o
n
T
r
a
il
Mag spike
116th St
mag top of curb
11.03'
mag top of curb
4.81'
mag top of curb
12.18'
Harrison
88.68'
Harrison
ne cor
brick wall
45.11'
nw cor brick wall
49.73
se cor
brick wall
65.66'
sw cor brick wall
68.73'
Mo
n
o
n
Tu
n
n
e
l
REFERENCE POINTS
TJM
NRM
RJC
NRM
ALIGNMENT STATION NORTHING EASTING
"RL"P.O.T. 12+00.00 714,419.462 9,101.5164
P.O.T. 20+00.00 715,219.393 9,112.02
P.O.T. 37+52.81 716,972.0054 9,086.0046
P.O.T. 46+50.29 717,869.391 9,072.684
P.O.T. 46+61.50 717,880.5989 9,072.639
P.O.T. 46+89.14 717,908.2407 9,072.5279
P.O.T. 50+18.95 718,238.048 9,071.2024
P.O.T. 54+58.34 718,677.4345 9,069.4366
P.O.T. 56+19.20 718,838.2958 9,068.7901
P.O.T. 65+12.00 719,731.086 9,065.2022
P.O.T. 71+36.66 720,355.7371 9,062.6918
P.O.T. 72+98.35 720,517.43 9,062.042
P.O.T. 73+19.50 720,538.5845 9,062.0472
P.O.T. 76+05.31 720,824.39 9,062.118
P.O.T. 78+35.00 721,054.076 9,062.1748
P.O.T. 84+72.20 721,691.276 9,062.3326
P.O.T. 88+37.70 722,056.776 9,062.4231
P.O.T. 90+09.70 722,228.776 9,062.4657
P.O.T. 92+00.00 722,419.076 9,062.5128
P.O.T. 99+40.20 723,159.276 9,062.696
ALIGNMENT STATION NORTHING EASTING
"PR-RL1"P.O.T. 100+00.00 714,419.462 9,101.5164
P.C. 106+08.38 715,027.7849 9,109.5041
P.I. 106+34.97 715,054.3785 9,109.8532
P.R.C. 106+61.52 715,080.8641 9,107.4344
P.I. 106+87.87 715,107.1091 9,105.0376
P.T. 107+14.12 715,133.4043 9,106.7989
P.C. 107+90.28 715,209.3939 9,111.8887
P.I. 108+56.97 715,274.3374 9,127.053
P.R.C. 109+21.92 715,340.1119 9,116.0382
P.I. 109+60.52 715,378.181 9,109.663
P.T. 109+98.97 715,416.7759 9,109.0901
P.O.T. 125+54.37 716,972.0054 9,086.0046
ALIGNMENT STATION NORTHING EASTING
"PR-S1A"P.O.T. 30+00.00 715,217.6292 8,512.0226
P.C. 33+31.06 715,218.6024 8,843.0819
P.I. 33+63.03 715,218.6964 8,875.0540
715,214.4597 8,906.7444
P.I. 34+98.11 715,200.7834 9,009.0414
715,209.3939 9,111.8887
715,185.4328 9,182.5544
715,204.1244 9,254.7929
P.I. 38+08.54 715,219.9058 9,315.7842
P.O.T. 42+04.12 715,220.9029 9,712.0181
N/A
N/A
ALIGNMENT STATION NORTHING EASTING
"S-2-A"715,895.0619 9,101.9905
715,893.7954 9,501,9885P.O.T. 14+00.00
P.R.C. 33+94.91
P.T./P.C. 36+00.51
P.I. 36+75.13
P.R.C. 37+45.54
P.T. 38+70.88 715,220.0643 9,378.7839
P.O.T. 10+00.00
ALIGNMENT STATION NORTHING EASTING
"PR-S2A"P.O.T. 10+00.00 715,896.4387 8,871.4181
P.C. 11+20.72 715,896.4387 8,992.1413
P.I. 11+50.96 715,896.4387 9,022.3828
715,889.2278 9,051.7521
P.I. 12+25.69 715,878.5517 9,095.2348
715,891.5980 9,177.3085
715,894.7604 9,197.2029
715,894.6966 9,216.5555
P.O.T. 15+00.00 715,894.2185 9,368.3526
P.I. 13+28.94
P.T. 11+80.91
P.C. 13+08.79
P.T. 13+48.99
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
8
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.GE.01.dgn5/24/2021 09:42:49 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Ke
ys
t
o
n
e
P
k
w
y
.
E 116th St.
Medical Dr.
maintained throughout the duration of the project.
Access to all businesses and residential properties shall be
NOTE:
HA
E
E
D
DA
S
OR DA
OLC DETOUR
AHEAD
Road Closure Sign Assembly, Type 1
(48"x18")
XM 4-10 (L or R)
(48" x 48")
XW 20-2
W Carmel Dr.E Carmel Dr.
XD 3-1
XM 4-8
XM 4-6
DRMA 6
M 6-1 (L)
XD 3-1
XM 4-8
DRMA 1
M 5-1 (L)
XD 3-1
XM 4-8
DRMA 2
M 6-1 (R)
XD 3-1
XM 4-8
DRMA 3
M 5-1 (R)
XD 3-1
XM 4-8
DRMA 4
M 6-3
XD 3-1
XM 4-8
DRMA 5
W 116th St.
W 116th St.
Type 1 Req'd.
Road Closure Sign Assembly,
of Type III-B Barricades &12 Lft
120'120'120'
Advance Signing Detail (1)
M
a
tc
h
Lin
e
(
1
)
XW
2
0
-
3
D
RM
A 1
D
RMA 2
XW
2
0
-
2
Match Line (1)
120'120'120'
XW
2
0
-3
XW
2
0
-2
D
RMA 4
D
RM
A 3
M
a
t
c
h
Lin
e
(
4
)
Match Line (4)
M
a
tc
h
Lin
e
(
2
)
Advance Signing Detail (2)
1
D
RM
A 1
100'
Advance Signing Detail (4)
Ma
tc
h
Lin
e
(
3
)
D
R
MA
1
D
RMA 6
DR
M
A
5
D
RM
A 5
D
RMA 4
D
RM
A 3
DRMA 1
DRMA 2
DRMA 5
DR
MA
6
DR
M
A
2
300'
300'
3
0
0
'
Lft.
Road Closure Sign Assembly 5 Each
Each
Each
4
21Detour Route Marker Assembly
Construction Sign, Type A
QUANTITY SUMMARY - PHASE I
Type III-A Barricade
Construction Sign, Type C 5 Each
SIDEWALK
CLOSED
(60" x 30")
R11-3a Mod.
(24" x 12")
R9-9
1
Type III-B Barricade Lft.
3
3
3
(48" x 48")
XW 20-3
(48" x 30")
R 11-2
(60" x 30")
R 11-4
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
OR AFTER (DATE)
RANGE LINE RD. CLOSED ON
END
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Road Closure Sign Assembly, Type 2
(48"x18")
XM 4-10 (L or R)
2
36
(60" x 30")
R11-3a Mod.
4
116th ST. THRU
TRAFFIC CONSIDER
ALTERNATE ROUTE
M
a
t
c
h
Lin
e
(
3
)
Advance Signing Detail (3)
1
D
RM
A 5
100'
RANGE LINE ROAD
SOUTH CLOSED
TO THRU TRAFFIC
W
e
s
t
fie
ld
Blv
d
.
(60" x 30")
R11-3a Mod.
5
RANGE LINE ROAD
DETOUR TAKE
NEXT EXIT
Required 14 days prior to closure
(60" X 36")
XG20-5
144
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
48 Lft of Type III-A Barricades &
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
24 Lft of Type III-A Barricades &
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
48 Lft of Type III-A Barricades &
Type 1 Req'd.
Road Closure Sign Assembly,
12 Lft of Type III-B Barricades &
12 Lft of Type III-B Barricades
6
(60" x 30")
R11-3a Mod.
MEDICAL DRIVE
CLOSED AT
RANGE LINE ROAD
6
DR
M
A
5
DR
M
A
5
DRMA 4
3
0
0
'
DRMA 3
Ma
t
c
h
Lin
e
(
5
)
Advance Signing Detail (5)
7
D
R
MA 5
100'
M
a
t
ch
Lin
e
(
5
)
(60" x 30")
R11-3a Mod.
7
RANGE LINE ROAD
NORTH CLOSED
TO THRU TRAFFIC
Pedestrian Barricade Req'd.
6 Lft of Detectable
2
2
Construction Sign, Type B 14 Each
Lft.42Detectable Pedestrian Barricade
18 Lft of Detectable Pedestrian Barricade Req'd.
18 Lft of Detectable Pedestrian Barricade Req'd.
Medical Dr.
W Carmel Dr.E Carmel Dr.
2
2
2 2
DETOUR DETOUR
109
99
9
9
10
10 10
10
(30" x 24")
M4-9b (L)
(30" x 24")
M4-9b (R)
Pedestrian Detour Route
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
24 Lft of Type III-A Barricades &
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
RANGE LINE ROAD - PHASE I
DETOUR PLAN
1"=500'
JABJAB
NRM NRM
N/A
Lo
u
is
v
il
l
e
a
n
d
N
a
sh
v
il
l
e
RR
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
9
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DPL.01.dgn5/24/2021 09:42:50 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
3
5
4
0
Line "PR-S1A"
Line "PR-S1A"
RECKLESS DRIVING
SPEEDING
MAX $1000
MAX 6 YRS
DAOR
WORK
DAEHA
WORKSITE
SPEED
LIMIT
25 END
ROAD WORK
STOP
52
(78" X 42")
XW2-6-A
A B C D E F H
(36" X 36")
XW20-1
(36" X 36")
W3-5
(24" X 36")
R2-1
(24" X 18")
XG20-5P
(36" X 18")
XG20-2A
(36" X 36")
W1-4 (L)
100'100'100'
A B C D
Advance Signing Detail (1)
No Scale
100'
M
a
t
ch
Lin
e
Ma
tc
h
Lin
e
Ma
tc
h
Lin
e
J
H
ONLY
(30" X 36")
R3-5(R)
(30" X 30")
R1-1
J
F
E
K
(36" x 36")
W24-1(L)
(36" x 36")
W24-11(R)
K L
E
1'-0"11'-0"4'-0"11'-0"2'-0"
Line "PR-S1A"
Line "PR-S1A"
2'-0"1'-0"11'-0"11'-0"
M
(36" x 36")
W4-2(R)
(36" x 36")
W4-2(R)
100'
L
or
M
2
Not to Scale
32+60.00 "PR-S1A" to 37+28.00 "PR-S1A"
Not to Scale
37+28.00 "PR-S1A" to 40+16.00 "PR-S1A"
1 2 1
1
1
'
1
1
'
1
1
'
1
1
1
'
1
1
'
4
'
2
2
2 x2
x2
2
1 2
1
x21
1
'
1
1
'
240' Merging Taper
100' Downstream Taper
200' Shifting Taper
240' Merging Taper
See Advance Signing Detail (1)
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
+
2
6
+
7
5
+
7
6
M
AT
C
H
LIN
E
1
-
3
7
+
7
8
"P
R
-
S
1
A"
MAT
CH
LI
N
E
1
-
3
7
+
7
8
"P
R
-S
1
A"
+
2
8
Line "PR-RL1"
39+55.00 "PR-S1A"
END CONSTRUCTION
+
8
0
+
5
3
115' Shifting Taper
+
5
2
R
d
.
R
a
n
g
e
Lin
e
116th St.
116th St.
20'-0"
(Typ)
175' Shifting Taper
+
5
5
Standard Drum
Tubular Marker
Standard Drum
+
9
0
24 Lft Type III-A Barricade Req'd
3
2
1
2
(24" x 24")
R3-2
N
N
roundabout center island.
straight concrete curb in
Do not install roll curb or
existing drainage pipe.
Temporary connection to
Owner prior to lane closure.
under flagger operation with approval from the
connection to exisitng manhole. To be constructed
Temporary Lane Closure Req'd for storm pipe
1
24 Lft Type III-A Barricade Req'd
See Advance Signing Detail (1)
Phase II Construction Typical SectionPhase II Construction Typical Section
Road - Phase II
See Detour Plan Range Line
Type III-A Barricades Req'd
Flashing Arrow Sign
See Sidewalk Detour Plan - Phase II
Detectable Pedestiran Barricade Req'd
See Sidewalk Detour Plan - Phase II
Detectable Pedestiran Barricade Req'd
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
1"=30'
N/A
PHASE II
MAINTENANCE OF TRAFFIC
NRMNRM
JAB JAB
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
10
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.TP.01.dgn5/24/2021 09:42:54 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
836.0848344BRK
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
Line "PR-RL1"
2 1x2
Line "PR-RL1"
Standard Drum
Range Line Rd.
Range Line Rd.
1
1
6
t
h
S
tre
e
t
1
1
0
1
1
5
1
2
0
1
2
5
D
r
iv
e
M
e
d
ic
a
l
C
a
rm
e
l
D
riv
e
10'-0"
1'-0"
Varies10'-0"
1'-0"
Varies
Phase II Construction Area
1
Standard Drum
Line "PR-RL1"
3
2 2
2
2
2
2
1
1
x21
0
'
1
0
'
20'
(Typ
.)
1
Not to Scale
116+80 "PR-RL1" to 124+50 "PR-RL1"
108+50 "PR-RL1" to 112+90 "PR-RL1"
1 1
1
1 2 x2
2
1
0
'
1
0
'
1
124+72
W4-2(R) (36" x 36")
12 LFT Type III-A Barricade Req'd
Phase II Construction Area
Phase II Construction Typical Section
Constructed in Phase I
Medical Drive Roundabout
2
80'
Lane Shift Taper
1
1
'-0
"
1
5
'
-
0
"
15
'-0"
1
1
'-0
"
+
4
5
1
1
2 1
0
'
1
0
'
x21
1
'-0
"
1
1
'-0
"
Lane Shift Taper
80'+
0
0
2
1
W4-2(R) (36" x 36")
Barricades Req'd.
6 LFT Detectable Pedestrian
Barricades Req'd.
6 LFT Detectable Pedestrian
Barricades Req'd.
6 LFT Detectable Pedestrian
See Sidwalk Detour Plan - Phase II
6 LFT Detectable Pedestrian Barricades Req'd.
See Sidewalk Detour Plan - Phase II
6 LFT Detectable Pedestrian Barricades Req'd.
Barricades Req'd.
6 LFT Detectable Pedestrian 6 LFT Detectable Pedestrian Barricades Req'd.
6 LFT Detectable Pedestrian Barricades Req'd.
1
C
a
rm
e
l
D
riv
e
Range Line Rd.165' Merging Taper
operation with approval from the Owner prior to lane closure.
to proposed manhole. To be constructed under flagger
Temporary Lane Closure Req'd. for storm pipe connection
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
Flashing Arrow Sign
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
11
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.TP.01A.dgn5/24/2021 09:42:55 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1"=30'
N/A
PHASE II
MAINTENANCE OF TRAFFIC
NRMNRM
JAB JAB
Ke
ys
t
o
n
e
P
k
w
y
.
E 116th St.
Medical Dr.
maintained throughout the duration of the project.
Access to all businesses and residential properties shall be
NOTE:
HA
E
E
D
DA
S
OR DA
OLC DETOUR
AHEAD
Road Closure Sign Assembly, Type 1
(48"x18")
XM 4-10 (L or R)
(48" x 48")
XW 20-2
W Carmel Dr.E Carmel Dr.
XD 3-1
XM 4-8
XM 4-6
DRMA 6
M 6-1 (L)
XD 3-1
XM 4-8
DRMA 1
M 5-1 (L)
XD 3-1
XM 4-8
DRMA 2
M 6-1 (R)
XD 3-1
XM 4-8
DRMA 3
M 5-1 (R)
XD 3-1
XM 4-8
DRMA 4
M 6-3
XD 3-1
XM 4-8
DRMA 5
W 116th St.
E 106th St.W 106th St.
Type 2 Req'd.
Road Closure Sign Assembly,
60 Lft of Type III-A Barricades &
Type 1 Req'd.
Road Closure Sign Assembly,
of Type III-B Barricades &24 Lft
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
38+60.00 "PR-S1A"
END CONSTRUCTION
104+00.00 "PR-RL1"
BEGIN PROJECT
120'120'120'
Advance Signing Detail (1)
M
a
t
ch
Lin
e
(1
)
XW
2
0
-3
DR
MA
1
D
R
M
A
2
XW
2
0
-2
Match Line (1)
120'120'120'
XW
2
0
-3
XW
2
0
-2
D
R
M
A
4
DR
M
A
3
M
a
t
ch
Lin
e
(4
)
Match Line (4)
M
a
t
ch
Lin
e
(2
)
Advance Signing Detail (2)
1
DR
MA
1
100'
Advance Signing Detail (4)
Ma
tc
h
Lin
e
(
3
)
D
R
M
A
1
D
RMA 1
DRMA 1
D
RMA 6
DR
M
A
5
D
RM
A 5
D
RMA 4
D
RM
A 3
DRMA 1
DRMA 2
DRMA 5
DRMA 5
DRMA 5
DRMA 5
DRMA 4
D
RM
A 2
DR
M
A
5
DR
MA
5
D
R
M
A
6
D
R
MA
6
D
RM
A 5
DRMA 2
DRMA 5
D
RMA 2
DR
MA
5
DRMA 33
0
0
'
300'
300'
3
0
0
'
1
0
0
0
'
Lft.
Road Closure Sign Assembly 4 Each
Line, Remove Lft.
Each
Each
Each
16
36Detour Route Marker Assembly
Construction Sign, Type B
Construction Sign, Type A
Type III-A Barricade
Construction Sign, Type C 10 Each
SIDEWALK
CLOSED
(60" x 30")
R11-3a Mod.
(24" x 12")
R9-9
1
Type III-B Barricade Lft.
3
3
3
(48" x 48")
XW 20-3
(48" x 30")
R 11-2
(60" x 30")
R 11-4
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
OR AFTER (DATE)
RANGE LINE RD. CLOSED ON
END
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Road Closure Sign Assembly, Type 2
(48"x18")
XM 4-10 (L or R)
2
36
3167
8125 Lft.Temporary Pavement Marking, Removable 4"
(60" x 30")
R11-3a Mod.
4
116th ST. THRU
TRAFFIC CONSIDER
ALTERNATE ROUTE
4 Ma
t
ch
Lin
e
(2
)
M
a
t
ch
Lin
e
(3
)
Advance Signing Detail (3)
1
DR
M
A
5
100'
19
RANGE LINE ROAD
SOUTH CLOSED
TO THRU TRAFFIC
W
e
s
t
fie
ld
Blv
d
.
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
48 Lft of Type III-A Barricades &
DRMA 5
D
RM
A 5
4
5
of Exit Ramp
Place at Beginning
Note:
(60" x 30")
R11-3a Mod.
5
RANGE LINE ROAD
DETOUR TAKE
NEXT EXIT
Required 14 days prior to closure
(60" X 36")
XG20-5
DRMA 3
1
0
0
0
'
5
of Exit Ramp
Place at Beginning
Note:
1
0
0
0
'
Lft.14Temporary Pavement Marking, Removable 24"
156
Type 1 Req'd.
Road Closure Sign Assembly,
12 Lft of Type III-B Barricades &
6
(60" x 30")
R11-3a Mod.
MEDICAL DRIVE
CLOSED AT
RANGE LINE ROAD
TONHMA for Temporary Pavement, C 225
QUANTITY SUMMARY - PHASE II
45 DaysFlashing Arrow Sign
C
o
ll
e
g
e
Av
e
.
W
e
s
t
fie
ld
B
lvd
.
DETOUR DETOUR
109
Lft.Detectable Pedestrian Barricade 66
(30" x 24")
M4-9b (L)
(30" x 24")
M4-9b (R)
11
(24" x 18")
R9-11
SIDEWALK CLOSED
D
C OSRS HERE
AHEA
M
a
t
ch
Lin
e
(4
)
Advance Signing Detail (5)
1
DR
M
A
3
100'
Ma
t
ch
Lin
e
(5
)
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
RANGE LINE ROAD - PHASE II
DETOUR PLAN
1"=500'
JABJAB
NRM NRM
N/A
Louisville and Nashville RR
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
12
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DPL.02.dgn5/24/2021 09:42:57 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
E 116th St.
Medical Dr.
maintained throughout the duration of the project.
Access to all businesses and residential properties shall be
NOTE:
E Carmel Dr.
W
e
s
t
fie
ld
Blv
d
.
W 116th St.
W Carmel Dr.
R
a
n
g
e
li
n
g
R
d
.
Ke
y
sto
n
e
P
k
w
y
.
M o n o n T ra il
DETOUR DETOUR
Mon
o
n
Trail
Mo
n
o
n
T
ra
il
(30" x 24")
M4-9b (L)
(30" x 24")
M4-9b (R)
109
9
10
9
9
12 Lft of Detectable Pedestrian Barricade Req'd.
2
2
2
6 Lft of Detectable Pedestrian Barricade Req'd.
AA
A
W
a
y
(24" x 12")
R9-9
SIDEWALK
CLOSED
2
11
(24" x 18")
R9-11
11
11
SIDEWALK CLOSED
D
C OSRS HERE
AHEA
Point South to Monon Trail
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
N/A
JABJAB
NRM NRM
1"=400'
RANGE LINE ROAD - PHASE II
SIDEWALK DETOUR PLAN
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
13
FOR APPROVAL
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P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DPL.03.dgn5/24/2021 09:42:58 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
3
0
3
5
4
0
Line "PR-S1A"
(78" X 42")
XW2-6-A
A B C D E
F G H
(36" X 36")
XW20-1
(36" X 36")
W3-5
(24" X 36")
R2-1
(24" X 18")
XG20-5P
(36" X 18")
XG20-2A
(36" X 36")
W1-4 (R)
(36" X 36")
XW20-3
100'100'100'
A B C D
Advance Signing Detail (1)
No Scale
100'
M
a
t
ch
Lin
e
H
Advance Signing Detail (2)
No Scale
J
(36" X 36")
XW20-2
E
J
(36" x 36")
W24-1(L)
(36" x 36")
W24-11(R)
K L
E
Line "PR-S1A"
1'-0"
1'-6"12'-0"12'-0"
Ma
tc
h
Lin
e
A G
M
(36" x 36")
W4-2(R)
(36" x 36")
W4-2(R)
100'
100'
L
or
Not to Scale
36+90.00 "PR-S1A" to 39+55.00 "PR-S1A"
2
K
F
E
Line "PR-RL1"
230' ShiftingTaper
Varies Varies
Ma
tc
h
Lin
e
1'-0"
10'-0"10'-0"
2
Varies Varies
Line "PR-S1A"
X2
1'-0"
Not to Scale
32+68.00 "PR-S1A" to 35+75.00 "PR-S1A"
1
M
100'100'100'
F
2
1
1
2
'
1
2
'
1
2
'
12
'2
39+55.00 "PR-S1A"
END CONSTRUCTION
104+00.00 "PR-RL1"
BEGIN PROJECT
See Advance Signing Detail (2)
Lin
e
"P
R
-R
L1
"
M
AT
C
H
LI
N
E
1
-
3
9
+
0
4
"
P
R
-
S
1
A"
MATCH LINE 2 - 106+84 "PR-RL1"
MAT
C
H
LI
N
E
1
-
3
9
+
0
4
"P
R
-S
1
A"
M
AT
CH
LI
N
E
2
-
1
0
6
+
8
4
"
P
R
-
R
L1
"
116th St.
116th St.
Westfield Blvd.
R
d
.
R
a
n
g
e
Lin
e
Westfield
Blvd
.
116th St.
160' ShiftingTaper
+69
2
2
1
24 Lft. Type III-A Barricades
END
ROAD WORK
HA
E
E
D
DA
S
OR DA
OLC DETOUR
AHEAD
RECKLESS DRIVING
SPEEDING
MAX $1000
MAX 6 YRS
DAOR
WORK
DAEHA
WORKSITE
SPEED
LIMIT
2552
N
(24" X 24")
R3-2
N
16
'-0"
Temporary Pavement Constructed in Phase II
2x
2x
ONLY
(30" X 36")
R3-5(R)
O
O
Phase III-A Construction Typical SectionPhase III-A Construction Typical Section
Road - Phase III
See Detour Plan Range Line
Type III-A Barricades Req'd
Utilizing Roadway and Existing Drive
for Fuel Truck Entry at All Times
Contractor to Maintain Access for
Barricades Req'd
48 LFT Type III-A
Technical Provisions.
for Fuel Truck Entry. See
Construct Permanent Drive
See Sidewalk Detour Plan - Phase III
Detectable Pedestrian Barricades Req'd.
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
240' Merging Taper
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
+
6
9
Ma
t
c
h
Lin
e
See Advance Signing Detail (1)
2
30'-0"
(Typ
.)
185' Shifting Taper
+
6
9
24 Lft. Type III-A Barricades
See Sidewalk Detour Plan - Phase III
Detectable Pedestrian Barricades Req'd.
100' Downstream Taper
+
8
3
240' Merging Taper 4
5
125'See Advance Signing Detail (1)
Flashing Arrow Sign
Ma
tc
h
Lin
e
Barricades Req'd
60 LFT Type III-A
Barricade Req'd.
6 LFT Detectable Pedestrian
Line "PR-S1A"
Flashing Arrow Sign
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
1"=30'
N/A
JABJAB
NRM NRM PHASE III-A
MAINTENANCE OF TRAFFIC
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
14
FOR APPROVAL
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P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.TP.02B.dgn5/24/2021 09:43:05 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Range Line Rd.
1
1
6
t
h
S
tre
e
t
1
1
0
1
1
5
D
r
iv
e
M
e
d
ic
a
l
Road - Phase III
See Detour Plan Range Line
Type III-A Barricades Req'd
Utilizing Temporary Aggregate
for Fuel Truck Exit at All Times
Contractor to Maintain Access for
Barricades Req'd
60 LFT Type III-A
Barricades Req'd
48 LFT Type III-A
Technical Provisions.
for Fuel Truck Exit. See
Construct Permanent Drive
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
6 LFT Detectable Pedestrian Barricades Req'd.
6 LFT Detectable Pedestrian Barricades Req'd.
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
1"=30'
N/A
NRMNRM
JAB JAB
PHASE III-A
MAINTENANCE OF TRAFFIC
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
15
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.TP.02C.dgn5/24/2021 09:43:07 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
3
0
3
5
4
0
Line "PR-S1A"
Line "PR-S1A"
(78" X 42")
XW2-6-A
A B C D E
F G H
(36" X 36")
XW20-1
(36" X 36")
W3-5
(24" X 36")
R2-1
(24" X 18")
XG20-5P
(36" X 18")
XG20-2A
(36" X 36")
W1-4 (R)
(36" X 36")
XW20-3
100'100'100'
A B C D
Advance Signing Detail (1)
No Scale
100'
M
a
t
ch
Lin
e
H
Advance Signing Detail (2)
No Scale
Ma
t
c
h
Lin
e
Ma
tc
h
Lin
e
J
(36" X 36")
XW20-2
E
J
(36" x 36")
W24-1(L)
(36" x 36")
W24-11(R)
K L
E
Line "PR-S1A"
1'-0"
1'-6"12'-0"12'-0"
Ma
tc
h
Lin
e
A G
M
(36" x 36")
W4-2(R)
(36" x 36")
W4-2(R)
100'
100'
L
or
Not to Scale
36+90.00 "PR-S1A" to 39+55.00 "PR-S1A"
2
185' Shifting Taper
K
F
E
Line "PR-RL1"
240' Merging Taper
240' Merging Taper
230' ShiftingTaper
Varies Varies
Ma
tc
h
Lin
e
1'-0"
10'-0"10'-0"
2
Varies Varies
Line "PR-S1A"
X2
1'-0"
Not to Scale
32+68.00 "PR-S1A" to 35+75.00 "PR-S1A"
1
M
100'100'100'
F
4
5
2
1
1
2
'
1
2
'
1
2
'
12
'2
See Advance Signing Detail (1)
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
39+55.00 "PR-S1A"
END CONSTRUCTION
104+00.00 "PR-RL1"
BEGIN PROJECT
See Advance Signing Detail (2)
Lin
e
"P
R
-R
L1
"
M
AT
C
H
LI
N
E
1
-
3
9
+
0
4
"
P
R
-
S
1
A"
MATCH LINE 2 - 106+84 "PR-RL1"
MAT
C
H
LI
N
E
1
-
3
9
+
0
4
"P
R
-S
1
A"
+
6
9
+
6
9
M
AT
CH
LI
N
E
2
-
1
0
6
+
8
4
"
P
R
-
R
L1
"
100' Downstream Taper
+
8
3
116th St.
116th St.
Westfield Blvd.
R
d
.
R
a
n
g
e
Lin
e
Westfield
Blvd
.
116th St.
160' ShiftingTaper
125'
+69
2
2
30'-0"
(Typ
.)
2
1
24 Lft. Type III-A Barricades
END
ROAD WORK
HA
E
E
D
DA
S
OR DA
OLC DETOUR
AHEAD
RECKLESS DRIVING
SPEEDING
MAX $1000
MAX 6 YRS
DAOR
WORK
DAEHA
WORKSITE
SPEED
LIMIT
2552
N
(24" X 24")
R3-2
N
16
'-0"
Temporary Pavement Constructed in Phase II
2x
2x
ONLY
(30" X 36")
R3-5(R)
O
O
See Advance Signing Detail (1)
Flashing Arrow Sign
Flashing Arrow Sign
Phase III-B Construction Typical SectionPhase III-B Construction Typical Section
24 LFT Type III-A Barricades Req'd
for Fuel Truck Entry at All Times
Contractor to Maintain Access for
Road - Phase III
See Detour Plan Range Line
Type III-A Barricades Req'd
See Sidewalk Detour Plan - Phase III
Detectable Pedestrian Barricades Req'd.
See Sidewalk Detour Plan - Phase III
Detectable Pedestrian Barricades Req'd.
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
1"=30'
N/A
JABJAB
NRM NRM PHASE III-B
MAINTENANCE OF TRAFFIC
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
16
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
FP
836.0848344BRK
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
Range Line Rd.
Range Line Rd.
1
1
6
t
h
S
tre
e
t
1
1
0
1
1
5
1
2
0
1
2
5
D
r
iv
e
M
e
d
ic
a
l
C
a
rm
e
l
D
riv
e
Standard Drum
1'-0"
Varies
Not to Scale
116+80 "PR-RL1" to 121+90 "PR-RL1"
109+65 "PR-RL1" to 112+90 "PR-RL1"
W4-2(L) (36" x 36")
124+85
1
0
'
1
0
'
1
0
'
1
0
'Line "PR-RL1"
2
2
2
2 2
2
2
2
1
0
'
1
0
'
1
0
'
1
0
'
(Typ.)20'
10'-0"
2
Line "PR-RL1"
1'-0"
10'-0"
2
2
ONLY
(30" X 36")
R3-5(R)
A
A
A
AA
A
AA
A
A
AA
12 Lft. Type III-B Barricades Req'd
DO NOT
ENTER
(30" X 30")
R5-1
B
B
Road - Phase III
See Detour Plan Range Line
Type III-A Barricades Req'd
Road - Phase III
See Detour Plan Range Line
Type III-A Barricades Req'd
1
6
'-
0
"
16'-0"16
'-0"
16
'-0"
Phase III-B Construction Typical Section
Phase III-B Construction Area
for Fuel Truck Exit at All Times
Contractor to Maintain Access for
A
A
A A
(Typ.)20'(Typ.)20'
(Typ.)20'
12 LFT Type III-B Barricade Req'd
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
165' Merging Taper
C
a
rm
e
l
D
riv
e
Range Line Rd.
W4-2(R) (36" x 36")
(Placed in Median)
6 LFT Detectable Pedestrian Barricades Req'd.
6 LFT Detectable Pedestrian Barricades Req'd.
6 LFT Detectable Pedestrian Barricades Req'd.
6 LFT Detectable Pedestrian Barricades Req'd.
(Placed in Median)
Flashing Arrow Sign
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1"=30'
N/A
NRMNRM
JAB JAB
PHASE III-B
MAINTENANCE OF TRAFFIC
Ke
ys
t
o
n
e
P
k
w
y
.
E 116th St.
Medical Dr.
maintained throughout the duration of the project.
Access to all businesses and residential properties shall be
NOTE:
HA
E
E
D
DA
S
OR DA
OLC DETOUR
AHEAD
Road Closure Sign Assembly, Type 1
(48" x 48")
XW 20-2
W Carmel Dr.E Carmel Dr.
XD 3-1
XM 4-8
XM 4-6
DRMA 6
M 6-1 (L)
XD 3-1
XM 4-8
DRMA 1
M 5-1 (L)
XD 3-1
XM 4-8
DRMA 2
M 6-1 (R)
XD 3-1
XM 4-8
DRMA 3
M 5-1 (R)
XD 3-1
XM 4-8
DRMA 4
M 6-3
XD 3-1
XM 4-8
DRMA 5
W 116th St.
E 106th St.W 106th St.
Type 2 Req'd.
Road Closure Sign Assembly,
24 Lft of Type III-A Barricades &
Type 1 Req'd.
Road Closure Sign Assembly,
of Type III-B Barricades &12 Lft
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
38+60.00 "PR-S1A"
END CONSTRUCTION
104+00.00 "PR-RL1"
BEGIN PROJECT
120'120'120'
Advance Signing Detail (1)
Ma
t
c
h
Lin
e
(1
)
XW
2
0
-3
D
R
MA
1
DR
M
A
2
XW
2
0
-2
Match Line (1)
120'120'120'
XW
2
0
-3
XW
2
0
-2
D
R
M
A
4
D
R
MA
3
Ma
t
c
h
Lin
e
(4
)
Match Line (4)
Ma
t
c
h
Lin
e
(2
)
Advance Signing Detail (2)
1
DR
MA
3
100'
Advance Signing Detail (4)
D
R
M
A
1
D
RMA 6
DR
M
A
5
D
RM
A 5
D
RMA 4
D
RM
A 3
DRMA 1
DRMA 2
DRMA 5
DRMA 5
DRMA 5
DRMA 5
D
RM
A 2
DR
M
A
5
DR
MA
5
D
R
M
A
6
D
R
M
A
4
300'
300'
3
0
0
'
Lft.
Road Closure Sign Assembly 4 Each
Line, Remove Lft.
40 Each
Each
Each
21
35Detour Route Marker Assembly
Construction Sign, Type B
Construction Sign, Type A
Type III-A Barricade
Construction Sign, Type C 11 Each
SIDEWALK
CLOSED
(24" x 12")
R9-9
1
Type III-B Barricade Lft.
3
3
(48" x 48")
XW 20-3
(48" x 30")
R 11-2
(60" x 30")
R 11-4
ROAD
CLOSED
ROAD CLOSED
TO
THRU TRAFFIC
DETOUR
OR AFTER (DATE)
RANGE LINE RD. CLOSED ON
END
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Range Line Rd.
DETOUR
Road Closure Sign Assembly, Type 2
3
24
175
7430 Lft.Temporary Pavement Marking, Removable 4"
300'
DR
M
A
2
D
R
MA
1
Ma
tc
h
Lin
e
(
3
)
Advance Signing Detail (3)
D
RMA 5
100'
M
a
t
c
h
Lin
e
(
3
)
(60" x 30")
R11-3a Mod.
2
RANGE LINE ROAD
NORTH CLOSED
TO THRU TRAFFIC
DR
M
A
3
DRMA 4
3
0
0
'
DRMA 3
D
RM
A 6
D
R
MA 5
D
RM
A 5
D
R
M
A
5
M
a
t
ch
Lin
e
(2
)
1
(60" x 30")
R11-3a Mod.
116TH ST. THRU
TRAFFIC CONSIDER
ALTERNATE ROUTE
4
4
4
Required 14 days prior to closure
(60" x 36")
XG20-5
5
(60" x 30")
R11-3a Mod.
RANGE LINE ROAD
DETOUR TAKE
NEXT EXIT
W
e
s
t
fie
ld
Blv
d
.
of Exit Ramp
Place at Beginning
Note:
DRMA 3
1
0
0
0
'
DRMA 4
1
0
0
0
'
5
5
1
0
0
0
'
DRMA 3
of Exit Ramp
Place at Beginning
Note:
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
of Type III-A Barricades &24 Lft
Type 2 Req'd. (No Detour Sign)
Road Closure Sign Assembly,
of Type III-A Barricades &24 Lft
228
QUANTITY SUMMARY - PHASE III
TONCompacted Agg. No. 53 Temp. for Driveways 90
Days60Flashing Arrow Sign
G
u
il
f
o
rd
R
o
a
d
Lft.36Detectable Pedestrian Barricade
(48" x 18")
XM 4-10 (L or R)
(48" x 18")
XM 4-10 (L or R)
DETOUR DETOUR
109 11
(24" x 18")
R9-11
SIDEWALK CLOSED
D
C OSRS HERE
AHEA
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
1"=500'
JAB
NRMNRM
JAB
N/A
RANGE LINE ROAD - PHASE III
DETOUR PLAN
Lo
u
is
v
il
l
e
a
n
d
N
a
sh
v
il
l
e
RR
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
18
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DPL.04.dgn5/24/2021 09:43:10 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
E 116th St.
Medical Dr.
maintained throughout the duration of the project.
Access to all businesses and residential properties shall be
NOTE:
E Carmel Dr.
W
e
s
t
fie
ld
Blv
d
.
W 116th St.
W Carmel Dr.
R
a
n
g
e
li
n
g
R
d
.
Ke
y
sto
n
e
P
k
w
y
.
M o n o n T ra il
Mon
o
n
Trail
Mo
n
o
n
T
ra
il
9
10
10 109
11
12 Lft of Detectable Pedestrian Barricade Req'd.
9
10
10 11
DETOUR DETOUR
(30" x 24")
M4-9b (L)
(30" x 24")
M4-9b (R)
109
(24" x 12")
R9-9
SIDEWALK
CLOSED
2
11
(24" x 18")
R9-11
SIDEWALK CLOSED
D
C OSRS HERE
AHEA
2
2
2
AA
A
W
a
y
Point South to Monon Trail
11
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
N/A
JABJAB
NRM NRM
1"=400'
RANGE LINE ROAD - PHASE III
SIDEWALK DETOUR PLAN
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
19
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
(36" x 36")
W4-2(R)
(36" X 36")
XW20-1
DAOR
WORK
DAEHA
(78" X 42")
XW2-6-A
RECKLESS DRIVING
SPEEDING
MAX $1000
MAX 6 YRS
(36" X 36")
W3-5
(24" X 36")
R2-1
(24" X 18")
XG20-5P
SPEED
LIM IT
25
(36" X 18")
XG20-2A
END
ROAD WORK
WORKSITE
Ma
t
c
h
Lin
e
100'100'100'100'100'
No Scale
52
FED
CBA
A B C D F
12 Each
Each
Lft.
12
Construction Sign, Type B
Construction Sign, Type A
2
2
2
2
See Advance Signing Detail
Advance Signing Detail
S
e
e
Ad
v
a
n
c
e
S
ig
n
in
g
D
e
ta
il
See Advance Signing Detail
S
e
e
Ad
v
a
n
c
e
Sig
n
in
g
D
e
ta
il
E
E
E
E
2
15'-0"
240'
Merging Taper
240'
Merging Taper
1
1
5
'
M
e
rg
in
g
Ta
p
e
r
1
2
'
12'
1
2
'
10'
Temporary Pavement Marking, Removable 4 IN 2000
Match Line
M
a
tc
h
Lin
e
Match Line
M
a
t
ch
Lin
e
QUANTITY SUMMARY - PHASE IV
Each4
Flashing Arrow Sign
Flashing Arrow Sign
Flashing Arrow Sign
116th Street
R
a
n
g
e
Lin
e
R
o
a
d
Days45Flashing Arrow Sign
Construction Sign, Type C
- 116th Street CONSTRUCTION ZONE DESIGHT SPEED LIMIT = 25 MPH
facilities at the same time along Range Line.
- Contractor shall not close both east and west side pedestrian
- 10' Minimum Lanes Shall be Maintained at all Times.
noted.
- Station and offset taken from Line PR-RL1 unless otherwise
be maintained at all times.
- Access to all businesses, residents, and roadways shall be
NOTES:
A/C
A/C
A/C
A/C
MON
EM
EM
GM
PPST PPST
PPST PPST PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
IPn
MB
MB
MAG
MAG
MAG
MON
MON
MON
MON
MON
MON
MON
MON
W
W
W
W
W
W
W
W
PPST PPST PPST
PPST PPST PPST PPST
PPST PPST
PPST
PPST
PPST
PPST PPST PPST PPST
PPST
PPST PPST
RB-0
TT
T
C
MON
PPST
FFE
PPST
GM GM
MBFFE
FFE
FFE
FFE PPST
PPST
PPST
PPST MB
PPST
PPST
PPST
PPST
PPST
PPST
PPST PPST
PPST PPST PPST PPST PPST PPST
MB
PPST
PPST
PPST PPST
PPST
PPST PPST PPST
PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST
PPST FFE PPST
MON
EM
FFE
FFE
PPST PPST
PPST PPST
PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
TT
EM
MON
MON
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST PPST
EM
EM EM
EM
GM PPST
PPST
GM GM
FFEA/C
FFE
PPST
TF
EM
FFE
EM EM EM EM
PPST
FFE FFE
PPST PPST GM
PPST
EM EM EM EM EM EM EM EMFFE
PPST
MAG
MAG
MAG
G
H B
PZZZ
H BG
G
A/C
PPST
PPST
PPST
G
PF
FP
Construction Area
Direction of Traffic
Type III-A or III-B Barricade
LEGEND
Type "A" Construction Warning Light
Type "B" Construction Warning Light
1
2
Line, Remove
Detour Route
Standard Drum
Tubular Marker
Construction Sign, Type A or Type B
3
Temp. Pavement Marking, Removable, 4 in., White
Temp. Pavement Marking, Removable, 4 in., Yellow
Temp. Pavement Marking, Removable, 24 in.,
White, Stop Bar
HMA for Temporary Pavement, C
Compacted Aggregate No. 53
Temporary for Driveways
JAB RJC
NRMNRM
1" = 500'
N/A
PHASE IV
MAINTENANCE OF TRAFFIC
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
20
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RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
A/C
A/C
A/C
A/C
MON
LD
LDLD
LD
LD
EM
EM
EM EME
GM
PPST PPST
PPST PPST
PPST PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
MB
MAG MAG
MAG
MON
MON
MON
MON
MON
MON
MON
MON
MON
MON
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
PPST PPST PPST PPST
PPST PPST PPST PPST
PPST PPST
PPST
PPST
PPST
PPST
PPST PPST PPST PPST
PPST
PPST
PPST PPST
RB-0
RB-0
TT
T
H
H
H
H
H H
H
H
H
H
CC-TR
C
WV
WV
WV
WV
WV
FFE
FFE PPST
PPST
PPST
PPST
PPST
PPST PPST
PPST
PPST PPST PPST
PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST
PPST FFE PPST
CC-TR
T H
WV
C
WV
H
T
H
MON
EM
WV
FFE
FFE
PPST PPST
PPST PPST
PPST PPST
PPST PPST
PPST PPST PPST PPST PPST PPST
T
T
EM
MON
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST
PPST PPST
EM
EM
EM
EM
GM PPST
PPST
GM GM
PPST
WV
RB-0
MAG MAG
RB-0
G
H B
PZZZ
H
H
H
H
H BG
G
12" rcp 4" pvc
42
" rcp
12" rcp
1
2
" rcp
1
2
" cp
p
12
" rc
p
12" rcp
12" rcp
12
" rcp
8" pv
c
8" pvc
8" pvc30
" rcp
12" rcp
6" pvc30" rcp
12" rcp
8" pvc12" rcp
12
" cpp
12" cmp
21
" rcp
1
2
"
cp
p
12
" cpp
12" cpp
12
" rcp
12
" rcp
12" rcp
12
" rcp
12
" rcp
12
" rcp
12
" rcp
4
2" rc
p
12" rcp
21" rcp
12" rcp
18" rcp
42
" rcp
12" rcp
12" rcp
42" rcp
12" rcp
12" rcp
12" rcp
T
42" rcp
48" rcp
G
PF
F P
2 Inlets & 118 Lft. Pipe, Remove
157 Lft. Conc. Curb & Gutter, Remove
70 Lft. Conc. Curb & Gutter, Remove339 Lft. Conc. Curb & Gutter, Remove
118 Lft. Conc. Curb & Gutter, Remove
425 Lft. Conc. Curb & Gutter, Remove
235 Lft. Conc. Curb, Remove
Inlet & 60 Lft. Pipe, Remove
Inlet, Manhole, & 20 Lft. Pipe, Remove
Inlet & 58 Lft. Pipe, Remove
Inlet & 26 Lft. Pipe, Remove
29 Sys Conc. Sidewalk, Remove
19 Sys Conc. Sidewalk, Remove
71 Sys. Conc. Sidewalk, Remove
78 Sys. Conc. Sidewalk, Remove
29 Sys. Conc. Sidewalk, Remove
37 Sys. Conc. Sidewalk, Remove
33 Sys. Conc. Sidewalk, Remove
21 Sys. Conc. Sidewalk, Remove
47 Sys. Conc. Sidewalk, Remove
162 Sys. Conc. Sidewalk, Remove
62 Sys. Conc. Sidewalk, Remove
29 Sys. Conc. Sidewalk, RemoveTraffic Signal & Foundation, Remove
Traffic Signal & Foundation, Remove
Traffic Signal & Foundation, Remove
Traffic Signal & Foundation, Remove
Traffic Controller & Foundation, Remove
Line "PR-S1A"
Lin
e
"P
R-
R
L1
"
W
e
s
t
fie
ld
Blv
d
.
R
a
n
g
e
Lin
e
R
d
.
116th St.
116th St.
Ap
p
.
P.
L.
Ap
p
.
P
.
L.
Ap
p
.
Exis
t.
R
/
W
T
e
m
p
R
/
W
R
/
W
App. Exist. R/W
App. Exist. R/W
R/W
Temp. R/W
Ap
p
.
E
xist.
R
/
W
App. Exist. R/W
T
e
m
p
.
R/
W
Temp. R/W
R/W
App. Exist. R/W
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
P.L.
Te
m
p
R/
W
106 Lft. Conc. Curb & Gutter, Remove
Inlet, Manhole, & 20 Lft. Pipe, Remove
33 Sys. Conc. Sidewalk, Remove
86 Sys. Conc. Sidewalk, Remove
69 Sys. Conc. Sidewalk, Remove
169 Lft. Conc. Curb & Gutter, Remove
127 Lft. Conc. Curb & Gutter, Remove
126 Lft. Conc. Curb & Gutter, Remove
143 Lft. Conc. Curb & Gutter, Remove
2 Inlets & 88 Lft. Pipe, Remove
Pipe, Remove
Inlet, Manhole & 26 Lft.
65 Lft. Conc. Curb, Remove
72 Lft. Conc. Curb & Gutter, Remove
71 Lft. Conc. Curb, Remove
89 Lft. Conc. Curb & Gutter, Remove
60 Lft. Conc. Curb, Remove
51 Lft. Conc. Curb & Gutter, Remove
27 Sys. Conc. Sidewalk, Remove
68 Lft. Conc. Curb & Gutter, Remove
31 Sys. Conc. Sidewalk, Remove
Ap
p
.
P
.L.
R/W
R/W
R/W
20 Lft. Conc. Curb, Remove
28 Sys. Asphalt, Remove
67 Sys. Conc. Remove
51 Sys. Conc. Remove
88 Sys. Conc. Remove
67 Sys. Conc. Remove
44 Sys. Conc. Remove
50 Sys. Conc. Remove
46 Sys. Conc. Remove
54 Sys. Conc. Remove
58 Sys. Conc. Remove
46 Sys. Conc. Remove
South Drive at Station 106+17
108 Sys. Conc. Remove on
43 Sys. Conc. Remove &
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
21
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.REMOVAL.01.dgn5/24/2021 09:43:19 AMjhofman
Ind
ia
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-Pdf.p
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
INTERSECTION REMOVAL DETAILS
1" = 30'
N/A
EAK
NRMNRM
JAB
LD
LD
LD
LD
H H
H
H
PP
ST
PP
S
T
PP
S
T
PP
S
T
MAG
MON
MON
MO
N
MON
PP
ST
PP
S
T
PP
S
T
T
T
H
H
H
CC
-TR
C
WM
WM
WV
W
V
WV
WV
W
V
WV
WV
WV
RB-0
H
B
PZZ
Z
PZZ
Z
PZZZ
PZZ
Z
PZZZ
PZZ
Z
H
H
H
MON
H
PP
S
T
PPST
T WV
PP
ST
PPST
PPST
PPST
LD
H
C W
V
G
H
B
PZZZ
PZZZ
24
" rcp
12" pvc to 12" cpp(verified)
21" rcp
30
" rcp
12" cpp
12" rcp
12" rcp
8" c
pp
24
" cpp
12" rcp
12" cpp
12" rcp12" rcp12" rcp
8" cpp
12" rcp
42" rcp 36" rcp
1
2
" rcp
36" rcp 36" rcp
12" cpp
12
" rcp
36" rcp
36" rcp
12" rcp
12" rcp
18" cpp
12" rcp
12" rcp 4" cpp
MON
MON
MON
MON
PP
S
T
PP
ST
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
30
" rcp
30" rcp
F
P
836.0848344BRK
Line "PR-RL1"
Range Line Rd.
App. Exist. R/W
Temp R/W
Temp R/W
M
e
d
ic
a
l
D
r.
App. Exist. R/W
Ap
p
.
P
.L.
Ap
p
.
P
.L.
Ap
p
.
P
.L.
Ap
p
. P
.L.
Ap
p
.
P.L.
Ap
p
.
P.L.
Ap
p
. P
.L.
Temp. R/W
Temp. R/W
App. Exist. R/W
Temp. R/W
Temp. R/W App. Exist. R/W
Temp. R/W
R/W
Ap
p
. Exis
t.
R
/W
R/W
Temp. R/W
Ap
p
.
Exis
t.
R
/
W
Lin
e
"PR
-S
2
A"
Lin
e
"
S-
2
-A"
App. Exist. R/W
T
e
m
p
.
R/
W
184 Sys. Conc. Sidewalk, Remove
466 Lft. Conc. Curb & Gutter, Remove
184 Lft. Conc. Curb & Gutter, Remove
60 Lft. Paved Side Ditch, Removal
83 Sys. Conc. Sidewalk, Remove
Traffic Signal & Foundation, Remove
Traffic Controller & Foundation, Remove
Traffic Signal & Foundation, Remove
Traffic Signal & Foundation, Remove
Traffic Signal & Foundation, Remove
155 Lft. Conc. Curb & Gutter, Remove
324 Lft. Conc. Curb & Gutter, Remove
157 Sys. Conc. Sidewalk, Remove
380 Lft. Conc. Curb & Gutter, Remove
79 Lft. Conc. Curb & Gutter, Remove
100 Sys. Conc. Sidewalk, Remove144 Sys. Conc. Sidewalk, Remove
25 Sys. Conc. Sidewalk, Remove
64 Sys. Conc. Sidewalk, Remove
130 Lft. Conc. Curb & Gutter, Remove 95 Lft. Conc. Curb & Gutter, Remove
61 Sys. Conc. Sidewalk, Remove
476 Lft. Conc. Curb & Gutter, Remove
197 Sys. Conc. Sidewalk, Remove
190 Lft. Conc. Curb & Gutter, Remove
79 Sys. Conc. Sidewalk, Remove
86 Lft. Conc. Curb & Gutter, Remove
Temp. R/W
App. P.L.
78 Sys. Conc. Remove
71 Sys. Conc. Remove
86 Sys. Conc. Remove
52 Sys. Conc. Remove 50 Sys. Conc. Remove46 Sys. Conc. Remove
32 Sys. Conc. Remove
71 Sys. Conc. Remove
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
22
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.REMOVAL.02.dgn5/24/2021 09:43:20 AMjhofman
Ind
ia
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
INTERSECTION REMOVAL DETAILS
1" = 30'
N/A
NRMNRM
EAKJAB
T C
WM
H
C
MON
G
G
12
" rcp
12" rcp
36" rcp
4" cpp 12" rcp
12
" rcp
12
" rcp
12
" rcp
4" cpp
W
V
H
WV WV
H
H
H
H
T
MON
H
H
FP
H
H
H
H
PP
S
T
PP
S
T
TR
15" hdpe 15" hdpe
6" pv
c
36" rcp
12
" rcp 12" hdpe 1
2
"
h
d
p
e
36" rcp 15" hdpe
12
" rcp
12
" rcp
42
" rcp
36" rcp
1
2
" r
c
p
1
5
"
h
d
p
e
15" hdpe
15
" pv
c
1
5
" h
d
p
e
12
" rcp
12
" rcp
1
2
" r
c
p
H
W
V
WV
WV
W
V
36" rcp
Range Line Rd.
Ap
p
.
P.L.
Ap
p
. P
.L.
Temp. R/W
61 Lft. Conc. Curb & Gutter, Remove
15 Sys. Conc. Sidewalk, Remove
Ap
p
.
P.L.
Ap
p
.
P
.L.
Ap
p
. P
.L.
Line "PR-RL1"
App. Exist. R/W
C
a
r
m
e
l
D
r
.
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
Exis
t.
R
/
W
Ap
p
.
P
.L.
Ap
p
.
E
x
is
t
.
R/
W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
Exis
t.
R
/
W
Temp. R/W
49 Lft. Conc. Curb & Gutter, Remove
44 Lft. Conc. Curb & Gutter, Remove
78 Sys. Conc. Sidewalk, Remove
160 Lft. Conc. Curb & Gutter, Remove
66 Lft. Conc. Curb & Gutter, Remove
57 Lft. Conc. Curb & Gutter, Remove
35 Lft. Conc. Curb & Gutter, Remove
26 Lft. Conc. Curb & Gutter, Remove
65 Lft. Conc. Curb & Gutter, Remove
80 Sys. Conc. Sidewalk, Remove
180 Lft. Conc. Curb & Gutter, Remove
57 Lft. Conc. Curb & Gutter, Remove
61 Lft. Conc. Curb & Gutter, Remove
164 Sys. Conc. Sidewalk, Remove
60 Lft. Conc. Curb & Gutter, Remove
19 Sys. Conc. Sidewalk, Remove
45 Lft. Conc. Curb & Gutter, Remove
15 Sys. Conc. Sidewalk, Remove
48 Sys. Conc. Sidewalk, Remove
& Gutter, Remove
118 Lft. Conc. Curb
App. Exist. R/W Sidewalk, Remove
22 Sys. Conc.
& Gutter, Remove
60 Lft. Conc. Curb
7 Sys. Conc. Sidewalk, Remove
86 Sys. Conc. Remove
56 Sys. Conc. Remove
29 Sys. Conc. Remove
30 Sys. Conc. Remove
70 Sys. Conc. Remove
54 Sys. Conc. Remove
65 Sys. Conc. Remove
59 Sys. Conc. Remove
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
23
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.REMOVAL.03.dgn5/24/2021 09:43:21 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
INTERSECTION REMOVAL DETAILS
1" = 30'
N/A
NRMNRM
EAKJAB
SPEEDWAY LLC
1
1
6
t
h
S
t
.
2
0
+
0
0
No Curve Run �=0°01'27" RT.
P.I. 20+00.00 "S-1-A"
No Curve Run �=1°36'10" LT.
P.I. 20+00.00 "RL" =
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "RL", Except as Noted.
Line "PR-RL1" to be Constructed.
All R/W Described from Line "PR-RL1", Except as Shown.
NOTES:
(gas pumps)
(1-sty block gas station)
con
c.
conc.
con
c.
con
c.
conc.
conc.
conc. conc. conc.
conc.
con
c.
conc. conc.
conc.
conc.
gra
s
s
gra
s
s
grass
grass grass
grass
grass
grass
grass
grass
grass
grass
grass grass
grass grass
grass
grass
grass
gra
s
s
ston
e
woods
woods
woods
asph
alt
asph
alt
a
s
ph
alt
asphalt
asphalt
asphalt
a
s
ph
a
lt
ripra
p
riprap
plante
r
planter
pla
nter
planter
plante
r
plante
r
pla
nte
r
pla
nter
pla
nter
pla
nter
grass grass riprap
2" pvc
6" pvc
1
2
"
r
c
p
4" pv
c
12" rcp
12" rcp
12" rcp
conc.
O/H Canopy
asphalt
asphalt
con
c.
as
ph
alt
con
c.
asphalt
asphalt
asphalt
asphalt
asphalt
conc.
conc.
conc.
(brick Walgreens)
42" rcp
18" rcp
12" rcp
12" rcp
42" rcp
42" rcp42" rcp
12" rcp
21" rcp
192" cmp
12" rcp
conc.
(1-sty brick/frame)
conc.
21" rcp
6" vcp 8" vcp
KRG CENTRE LLC
CORNER ASSOCIATES LP
ASSOCIATION INC
HOMEOWNERS
CREEKSIDE
Common Area A
GRAHAME D. & DIANA J. CURTS
Replat - Block A Creekside
ASSOCIATION INC
HOMEOWNERS
CREEKSIDE
Ap
p
.
P.L.
App. P.L.App. P.L.
App. Section Line
Ap
p
.
Ex
is
t
.
R
/
W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
x
is
t.
R/
W
Ap
p
.
Ex
is
t
.
R
/
W
App. Exist. R/W
(1-sty brick)
App. P.L.
12
+63
.4,
43
.3',
Tre
e
+83
.4,
29
.6',
Ha
nd
h
o
le
+83
.5,
29
.2',
Ha
nd
h
o
le
+85
.9,
23
.0',
Mail
bo
x
+90
.9,
33
.5',
Te
le.
Pole
+94
.6,
46
.6',
Pine Tre
e
+97
.9,
78
.5',
Pine Tre
e
13
+25
.4,
65
.1',
Tre
e
+32
.2,
20
.6',
Te
le.
Manh
o
le
+37
.7,
76
.8',
Pine Tre
e
+46
.0,
21
.1',
Mag Na
il
+95
.6,
79
.2',
Tre
e
+99
.2,
45
.4',
Rebar Fou
n
d
14
+08
.7,
36
.4',
Mon
u
m
ent
14
+18
.0,
89
.8',
Tre
e
+36
.4,
71
.4',
Tre
e
+42
.9,
33
.5',
Te
le.
Pole
+50
.4,
60
.8',
Tre
e
+67
.6,
53
.0',
Tre
e
+87
.4,
47
.1',
Re
ba
r Fou
n
d
+92
.2,
31
.6',
Mon
u
ment
15
+00
.1,
77
.0',
Mag Na
il
+46
.1,
41
.8',
Tre
e
+77
.2,
41
.8',
Tre
e
15
+79
.3,
34
.4',
Ha
nd
h
o
le
16
+00
.4,
33
.9',
Mon
u
m
ent
16
+00
.8,
34
.1',
Te
le.
Pole
+22
.9,
66
.9',
Mon
u
ment
+29
.6,
57
.0',
Sign
+29
.6,
45
.0',
Sign
+36
.3,
43
.3',
Sign
+56
.6,
26
.1',
Inlet
+74
.9,
28
.7',
S
ign
+84
.6,
42
.8',
Fire
Hyd
rant
+84
.9,
39
.8',
Wa
te
r Va
lve
+88
.2,
47
.4',
Mail
bo
x
+96
.0,
32
.2',
Mon
u
ment
+98
.8,
32
.0',
Inle
t
17
+60
.8,
32
.8',
S
ign
17
+62
.8,
44
.1',
Rebar Fou
n
d
+65
.7,
35
.6',
Mon
u
ment
+68
.8,
34
.2',
Te
le.
Pole
+69
.3,
43
.8',
Ha
nd
h
o
le
+73
.2,
81
.2',
Well
+74
.0,
43
.2',
Wa
te
r Va
lve
+83
.5,
40
.4',
Sign
+92
.8,
34
.2',
S
ign
+99
.0,
34
.1',
Ha
nd
h
o
le
+99
.8,
47
.8',
Sign
18
+01
.9,
92
.2',
Tre
e
18
+01
.9,
43
.6',
Ha
nd
h
o
le
+04
.5,
57
.0',
S
ign
+05
.2,
47
.7',
S
ign
+42
.3,
75
.4',
Well
+47
.7,
42
.3',
Ligh
t P
ole
+47
.8,
75
.4',
Misc.
MH
+48
.5,
46
.4',
Sign
+50
.2,
31
.8',
Inlet
+51
.8,
96
.6',
Grou
n
d
Ligh
t
+64
.6,
50
.0',
Well
+68
.0,
97
.1',
S
prink
le
r Con
trol Va
lve
+69
.1,
55
.7',
Misc.
MH
+71
.1,
32
.6',
Te
le.
Manh
o
le
+71
.4,
42
.5',
Ligh
t Pole
+73
.6,
46
.6',
Well
+76
.0,
55
.4',
Well
+76
.6,
34
.2',
Ligh
t P
ole
+79
.2,
48
.7',
Well
+80
.2,
46
.5',
Ligh
t Pole
+82
.2,
47
.9',
S
prink
le
r Con
trol Va
lve
+82
.5,
97
.1',
Grou
n
d
Ligh
t
+83
.3,
34
.0',
Ha
nd
h
o
le
19
+04
.5,
63
.2',
We
ll
+09
.5,
67
.0',
Misc.
MH
+11
.7,
76
.8',
Misc.
MH
+12
.0,
93
.4',
Pos
t
+14
.6,
91
.8',
P
ost
+15
.6,
68
.1',
Misc.
MH
+23
.8,
77
.3',
Misc.
MH
+24
.2,
91
.8',
P
ost
+26
.0,
47
.6',
Well
+26
.9,
93
.4',
P
ost
19
+29
.9,
45
.3',
Rebar Fou
n
d
+32
.7,
53
.7',
Ligh
t P
ole
+34
.7,
78
.3',
Misc.
MH
+34
.8,
59
.3',
P
ost
+37
.7,
82
.7',
Well
+39
.3,
52
.2',
Ha
nd
h
o
le
+41
.4,
53
.6',
CATV P
ede
s
ta
l
+41
.8,
87
.6',
Well
+44
.0,
54
.7',
Traff
ic Strain Pole
+44
.6,
53
.4',
Traff
ic S
train Pole
+45
.1,
47
.7',
Wa
te
r Va
lve
+48
.8,
47
.6',
Mon
u
ment
+50
.7,
73
.1',
Ligh
t P
ole
+50
.9,
61
.3',
Wa
te
r Va
lve
+51
.2,
63
.6',
Fire
Hyd
rant
+52
.0,
93
.4',
Guy
Wire
+52
.3,
76
.8',
Com
binati
on
Pole
+52
.8,
66
.7',
Ha
nd
h
o
le
+54
.1,
72
.6',
Tele
.
P
ede
s
ta
l
+54
.3,
70
.5',
Com
binati
on
Pole
+55
.9,
76
.6',
Tra
ff
ic P
ede
s
ta
l
+64
.4,
68
.0',
Ha
nd
h
o
le
+65
.2,
77
.5',
Ha
nd
h
o
le
+66
.5,
82
.2',
Inle
t
+66
.6,
82
.4',
Clea
no
u
t
+72
.4,
36
.0',
Te
le.
Manh
o
le
+72
.9,
30
.4',
Te
le.
Manh
o
le
+93
.8,
73
.4',
Detec
tor Hou
sing
20
+04
.1,
73
.0',
De
te
c
tor Hou
s
ing
+22
.8,
13
.4',
Drainage Manh
o
le
20
+26
.0,
83
.3',
Drainage Manh
o
le
+33
.1,
81
.4',
Inle
t
+34
.3,
76
.6',
Ha
nd
h
o
le
+39
.6,
46
.0',
Drainage Manh
o
le
+44
.9,
75
.8',
Ha
nd
h
o
le
+49
.2,
60
.6',
Ha
nd
h
o
le
+50
.8,
78
.9',
Wa
te
r Va
lve
+52
.0,
82
.7',
Re
ba
r Fou
n
d
+54
.8,
54
.8',
Traff
ic Strain Pole
+57
.0,
44
.5',
Mon
u
ment
+57
.7,
84
.3',
G
as Va
lve
+58
.1,
81
.7',
Gas Line
Ma
rker
+58
.8,
55
.8',
Ha
nd
h
o
le
+60
.8,
47
.3',
Mon
u
ment
+61
.6,
61
.6',
Ha
nd
h
o
le
+66
.1,
53
.6',
Traff
ic S
train Pole
+66
.7,
75
.2',
Well
+71
.5,
86
.0',
Gas
Line Meter
+72
.1,
16
.1',
Drainage Manh
o
le
+72
.7,
50
.6',
Traff
ic P
edestal
+73
.4,
31
.1',
Gas Valve
+74
.4,
61
.5',
Wa
te
r Va
lve
+75
.0,
66
.1',
Fire
Plug
+78
.9,
48
.7',
Ha
nd
h
o
le
+87
.2,
34
.6',
P
ost
+90
.0,
50
.0',
Re
ba
r Fou
n
d
+91
.5,
32
.0',
Inlet
+91
.9,
53
.3',
Ligh
t P
ole
+99
.9,
68
.7',
Inlet
+51
.7,
41
.8',
Drainage Mh.
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
S
e
c
ti
o
n
Lin
e
820
810
800
840
830
C
ar
m
el
C
k.
Flo
w
(NAVD 88)
(TBM#51)
70' R/W
Rangeline Rd. at NW side of Carmel Creek El. 812.55
TBM #51 - Chisled "□" on Conc. Hdwl. of 21"rcp 59'± W of �
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
CURVE DATA
S.E. = N.C.
P.I. = 106+34.97 "PR-RL1"
E = 0.69'
R = 510.00'
L = 53.14'
T = 26.60'
Line "RL"Line "RL" & "PR-RL1"
Lin
e
"S
-1
-A"
P.C. 106+08.38 "PR-RL1"
P.R.C. 106+61.52 "PR-RL1"
Lin
e
"
S-
1
-A"
&
"
P
R-
S1
A"
asphalt
P.I. 106+87.87 "PR-RL1"
Lin
e
"P
R-S
1
A"
Line "PR-RL1"
42" rcp
1
0
5
15+00
20+00
Range Line Rd.Westfield Blvd.
EARTHWORK SUMMARY
=Cys.
=Cys.
=Cys.
=Cys.Asphalt Removal
=Cys.Borrow
Topsoil
Common Excavation**
**Includes Asphalt Removal (Unsuitable Fill Material)
*Includes Topsoil
Str. No. 300
Str. No. 301
R
/W
R/W
R/W
Str. No. 308
Str. No. 400
Str. No. 307
Str. No. 349
Str. No. 309
104+00.00 "PR-RL1"
BEGIN PROJECT
Str. No. 302
Str. No. 303
Str. No. 304 Str. No. 305
Str. No. 402
Str. No. 344
Str. No. 345
Str. No. 306
P.O.T. 18+34.97 "RL"
P.I. 106+34.97 "PR-RL1" =
850
820
810
800
840
830
850
conc.
Str. No. 348
Constr. Limits
App. Exist. R/W Constr. Limits
80'
+50
P.L.(50.00')
+55
P.L.(45.41')
+00
50'
+15
70'
+15
70'
+P.L.(+98.83)
P.L.(45.45')
+P.L.(+99.20)
Ap
p
.
P
.L.
& R/
W
R/W
P.T. 107+14.12 "PR-RL1"
R/W
3
5
+
0
0
P.I.
3
4
+
9
8
.
1
1
"P
R-
S
1
A"
R/W
P.L.(44.46')
+40 59'
+15 "PR-S1A"
R
/
W
43'
+75 "PR-S1A"
P.I. 36+75.13 "PR-S1A"
P.O.T. 19+90.00 "RL"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61'
R = 950.00'
E = 5.59'
S.E. = N.C.
50'
+00
60'
+00
56'
+85
54'
+00
64'
+07 "PR-S1A"
Str. No. 346
Str
.
N
o
.
3
5
0
Str. No. 347
R/W
S
t
r.
No
.
3
5
1
P.I. 108+56.97 "PR-RL1"
91'
+97 "PR-S1A"
64'
+90
Profile Grade
Fill + 25%*
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
Str. No. 310
80'
+74.05
Temp. R/W
56.13'
+P.L.(+71.64)
Temp. R/W
Temp. R/W
Str. No. 303A
COYOTE ENTERPRISES, LLC.
Temp. R/W
P.L.(82.74')
+P.L.(+51.99) "RL"
59.29'
+85.93 "RL"
3" pv
c - force
main
3" pv
c - forcemain
3" pvc - forcemain
3" pvc - forcemain
Str. No. 348A
for Structure Details
See Proj. No. 16-SW-85
5,110
4,640
3,270
3,250
490
A
p
p
.
P.
L.
R/W
80'
+10
P.L.(45.00')
+95
P.L.(46.85')
+50
R/W
R/W
70'
+05
90'
+25
Ap
p
.
P.
L.
S-MART REAL ESTATE, INC.
Temp. R/W
45'
+00.53
50'
+00.59
55'
+50
75'
+00
95'
+20
LD
LD
E
GM
PP
S
T
PP
S
T
PPS
T
PP
S
T
PP
S
T
PPS
T
PPS
T
PP
S
T
PPS
T
PP
S
T
MB
MAG
MAG
MAG
MON
MON
MO
N
MO
N
MON
MON
MO
N
MON
W
W
W WW
W
W
W
W
W
W
W
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PPST
RB
-0
RB
-0
RB
-0
H H
H
H
H
H
H
H
H
CC-TR
WV
WV
MON
WV
PP
S
T
FF
E
PP
S
T
GM
GM
RB
-0
PP
S
T
MB
WV
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T PP
S
T
PP
S
T
PP
S
T
PP
S
T
FF
E
PP
S
T
CC-TR
T
H
WV
C
W
V
H
WV
RB
-0
MAG
MAG
RB
-0
H
H
H
T
PP
S
T
PP
S
T
PP
S
T
G
P
F
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
82
1
.1
82
0
.2
81
9
.5
81
8
.7
81
8
.2
81
8
.0
81
7
.7
81
7
.7
81
7
.8
81
8
.1
81
8
.4
81
8
.7
81
8
.7
81
8
.9
81
9
.2
81
9
.5
81
9
.7
82
0
.0
8
1
8
.
7
0
8
1
9
.
0
5
8
2
0
.
0
0
8
1
9
.
4
0
Existing Ground +0.44%
104+00.00 "PR-RL1"
BEGIN PROJECT
P.G. EL. 818.53
105+75.00 "PR-RL1"
See Roundabout Spot Elevations
P
.
V.I
.
E
L
.
8
1
9
.4
3
P
.
V.I
.
1
0
7
+
0
4
.
8
6
Profile Grade P
.
V.I
.
E
L
.
8
1
9
.8
1
P
.
V.I
.
1
0
8
+
5
6
.
8
7
+0.70%
Exist. 42" Pipe
Exist. 42" Pipe
Ex. 809.91 Ex. 810.15
Exist. 42" Pipe
Ex. 810.18 Ex. 810.48
Str.
No
.
3
0
9
Exis
t
.
M
.H
.
1
0
8
+
7
3
.
1
S
t
r.
N
o
.
3
0
8
Ex
is
t
.
M
.H
.
1
0
8
+
2
4
.7
S
t
r.
N
o
.
3
0
7
Ex
ist.
M.
H
.
1
0
7
+
6
7
.0
S
t
r.
N
o
.
3
0
4
Ex
is
t.
M.H
.
1
0
6
+
4
8
.3
S
t
r. N
o
.
3
0
3
M.
H
.
1
0
5
+
8
0
.0
Exist. 42" Pipe
Ex. 808.46 Ex. 809.62
S
t
r
.
N
o
.
3
0
5
I
n
le
t
1
0
6
+
7
9
.
0
815.00 815.15
26' of 12" Pipe @ -0.58%Exist. 6" San. Sewer Pipe
Ex. 814.34
S
t
r.
N
o
.
4
0
2
Ex
is
t
.
S
a
n
.
M
.H
.
1
0
7
+
7
2
.1
Ex. 812.54 Ex. 811.74
S
t
r.
N
o
.
4
0
0
Ex
is
t
.
S
a
n
.
M
.H
.
1
0
8
+
4
3
.8
42" Pipe
Exist.
Plotted 10' Below Datum
BEGIN PROFILE GRADE
814.00 814.90 815.50
LINE "PR-RL1"NRM
RJC
NRM
TJM
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-RL1.01.dgn5/24/2021 09:43:22 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
24 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Range Line Rd.
No Curve Run �=0°01'27" RT.
P.I. 20+00.00 "S-1-A"
No Curve Run �=1°36'10" LT.
P.I. 20+00.00 "RL" =
Ap
p
.
Exist.
R
/W
1
1
6
t
h
S
t.
Ap
p
.
Ex
is
t
.
R/
W
App. Exist. R/W
KRG CENTRE LLCCORNER ASSOCIATES LP
Ap
p
.
Ex
is
t.
R/
W
Ap
p
.
Se
c
ti
o
n
Lin
e
Ap
p
.
Exis
t.
R
/
W SPEEDWAY LLC
App. Exist. R/W
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "RL", Except as Noted.
Line "PR-RL1" to be Constructed.
All R/W Described from Line "PR-RL1", Except as Shown.
NOTES:
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
820
810
800
840
830
(gas pumps)
(gas pumps)
(2-sty stone)
conc.
conc.
con
c.
conc.
conc. conc.
conc.
conc. conc.
conc.
conc.
conc.
con
c.
conc.
con
c.
conc.
con
c.
conc.
conc. conc.
con
c.
con
c.
conc.
grass
grassgras
s
grass
grass
grass
grass
grass
grass
grass
grass
grass
grass
grass
grass grass
gra
ss
grass
grassgrassgrass
gras
s
gra
ss
asph
alt
asphalt
asph
alt
asphalt
asph
alt
asphalt
asphalt
asphalt
as
ph
alt
planter
planterplanter
planter
planter
planter
planter planter
pla
nter
planter
planter
pla
nter
bu
shes
planter
brick
brick
2" pvc
6" pvc
8"
p
v
c8" vcp
12
" vcp
8" pvc
8" pv
c
30" rcp
12" rcp
6" pvc
12
" rcp
12" rcp
12
" rcp 12" rcp
asph
a
lt
12" rcp
12
" rcp
grass
grass
Conc.
(brick Walgreens)
18
" rcp
asphalt
asphalt
42" rcp
42" rcp
8" vcp
42" rcp
6" vcp
con
c.
asph
a
lt
21" rcp
con
c.
conc.
30
" rcp
12" rcp
1
2
" rcp
12" rcp
asphalt
grass
asphalt asphalt
asphalt
21" rcp
12
" vcp to 12" cpp12" pvc
36" rcp
12" vcp
24" rcp
42" rcp
8" vcp
30
" rcp
grass
O/H Canopy
O/H Canopy
Ap
p
.
P
.L.
Ap
p
.
P
.L.
Ap
p
.
P.L.
(Autozone)
planter
ACQUISITION CORPORATION
VCA REAL PROPERTY
Easement
Ingress/Egress
35.0'
S
H
O
P
P
E
S
W
O
O
D
L
A
N
D
+52
.3, 76
.8', Combinati
on Pole
+52
.8, 66
.7', Ha
nd
h
o
le
+54
.1, 72
.6',
Te
le.
Pe
de
sta
l
+54
.3,
70
.5',
Combination
Pole
+55
.9,
76
.6', Tra
ff
ic Pe
de
sta
l
+65
.2, 77
.5', Ha
nd
h
o
le
+66
.5,
82
.2', Inle
t
+66
.6, 82
.4', Clea
no
u
t
+72
.4, 36
.0',
Tele.
Manh
o
le
+72
.9, 30
.4', Tele. Manh
o
le
+93
.8,
73
.4', De
tec
tor Hou
s
ing
19
+29
.9, 45
.3',
Rebar Found
+41
.4, 53.6',
CATV Pe
de
sta
l
+44.0, 54
.7', Traff
ic S
train Pole
+45
.1, 47
.7', Wate
r Valve
+50
.9, 61
.3', Wate
r Valve
+51.2, 63
.6', Fire Hyd
rant
+52.0, 93
.4', G
uy
Wire
+71
.5,
86
.0',
Ga
s
Line
Meter
+74
.4,
61
.5',
Wa
te
r Va
lve
+75
.0,
66
.1',
Fire
P
lug
+33
.1,
81
.4', Inle
t
+34
.3,
76
.6', Ha
nd
h
o
le
+49
.2, 60
.6', Ha
nd
h
o
le
+50
.8, 78
.9', Wate
r Va
lve
+54
.8,
54
.8',
Traff
ic S
train Pole
+57
.0, 44
.5',
Mon
u
m
ent
+57
.7, 84
.3',
Gas Va
lve
+58
.1,
81
.7',
Gas Line Ma
rker
+58
.8, 55
.8', Ha
nd
h
o
le
19
+04
.5, 63
.2',
We
ll
+09
.5, 67.0',
Misc.
MH
+11
.7, 76.8',
Misc.
MH
+12
.0, 93.4',
Post
+14
.6, 91.8',
P
os
t
+15
.6, 68.1',
Misc.
MH
+23
.8, 77.3',
Misc.
MH
+24
.2, 91.8',
P
os
t
+26
.0, 47.6',
We
ll
+26
.9, 93
.4', P
ost
+32
.7, 53
.7', Ligh
t P
ole
+34
.7, 78
.3',
Misc.
MH
+34
.8, 59
.3',
P
ost
+37
.7,
82
.7', We
ll
+39
.3,
52
.2',
Ha
nd
h
o
le
+41
.8,
87
.6', We
ll
+44
.6, 53
.4',
Tra
ff
ic S
train P
ole
+48
.8,
47
.6',
Mon
u
m
ent
+50
.7,
73
.1',
Ligh
t P
ole
+64
.4, 68
.0',
Ha
nd
h
o
le
20
+04
.1,
73
.0',
De
tec
tor Hou
s
ing
+22
.8, 13
.4',
Drainage
Manh
o
le
+39
.6,
46
.0',
Drainage
Manh
ole
+44
.9,
75
.8',
Ha
nd
h
o
le
+52
.0,
82
.7',
Re
ba
r Fou
n
d
+60
.8, 47
.3',
Mon
u
m
ent
+61
.6, 61
.6', Ha
nd
h
o
le
+66
.1,
53
.6', Tra
ff
ic S
train P
ole
+66
.7,
75
.2', We
ll
+72
.1,
16
.1', Drainage
Manh
o
le
+72
.7, 50
.6', Traff
ic P
edes
tal
+73
.4,
31
.1',
G
as Va
lve
+78
.9,
48
.7',
Ha
nd
h
o
le
+87
.2,
34.6',
P
ost
+90
.0,
50
.0',
Re
ba
r Fou
n
d
+91
.5,
32
.0',
Inlet
+91
.9,
53
.3',
Ligh
t P
ole
+99
.9,
68
.7',
Inlet
8" pv
c
1
0
+
0
0
Me
d
ic
a
l
D
r.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
88°58'05"
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
(brick CVS)
planter
con
c.
asphalt
a
s
ph
alt
Conc.
gra
ss
grass
conc.
36" rcp12
" rcp
12" rcp
12
" rcp
asphalt
(TBM#
5
2
)
asph
alt
grass
8" cpp
grass
conc.
grass
plante
r
12" rcp
36" rcp6" steel
12
" vcp
asphalt
21
+21
.5,
80
.1',
Pos
t
+23
.2,
92
.3',
Pos
t
+24
.3,
79
.8',
Pos
t
+30
.4,
94
.6',
Cle
a
no
u
t
+42
.5,
34
.1',
Ligh
t Pole
21
+44
.0,
34
.4',
Ligh
t Pole
+49
.8,
40
.4',
Mon
u
ment
+58
.1,
80
.5',
Pos
t
+59
.3,
92
.6',
Pos
t
+61
.2,
80
.4',
Pos
t
+63
.0,
35
.3',
S
prink
ler Con
trol Va
lve
+65
.9,
34
.7',
Sign
+93
.6,
81
.5',
Pos
t
+97
.0,
81
.2',
Pos
t
22
+29
.0,
36
.7',
Sa
nit
ary Manh
o
le
22
+30
.0,
31
.8',
Inle
t
+32
.4,
32
.1',
Inle
t
+32
.6,
13
.9',
Dra
ina
ge
Ma
nh
o
le
+33
.2,
69
.7',
Inle
t
+45
.1,
67
.2',
Cle
a
no
u
t
+45
.4,
68
.7',
P
os
t
+46
.1,
63
.4',
P
os
t
+46
.3,
61
.0',
P
os
t
+46
.3,
66
.1',
P
os
t
+50
.0,
51
.8',
Hose Bib
+50
.1,
44
.5',
Fire
Hyd
rant
+53
.3,
50
.7',
Sign
+53
.3,
58
.4',
Sign
+58
.3,
60
.5',
Inle
t
+58
.8,
42
.6',
S
prink
ler Con
trol Va
lve
+62
.3,
31
.4',
Inle
t
+68
.2,
25
.9',
Detec
tor Hou
sing
+68
.6,
34
.0',
Ha
nd
h
o
le
23
+09
.6,
62
.1',
Ligh
t Pole
+10
.5,
56
.0',
Tre
e
23
+18
.4,
44
.9',
Tree
+18
.6,
47
.2',
Inle
t
+29
.8,
42
.8',
Ha
nd
h
o
le
+34
.5,
43
.0',
Tre
e
+41
.4,
43
.2',
Tre
e
+68
.7,
41
.4',
Te
le.
P
e
de
s
ta
l
+68
.8,
34
.9',
Sign
+76
.2,
40
.2',
Mag Na
il
+81
.6,
42
.2',
Tre
e
+93
.8,
43
.1',
Tre
e
+96
.0,
81
.0',
Pos
t
+99
.8,
42
.8',
Tre
e
24
+14
.0,
27
.7',
Detec
tor Hou
sing
+18
.9,
42
.4',
Tre
e
+38
.8,
95
.1',
Sign
+40
.7,
52
.5',
Grou
n
d
Ligh
t
+44
.1,
46
.8',
Sign
+44
.1,
60
.4',
Sign
+44
.3,
33
.0',
Sa
nit
a
ry Manh
o
le
+47
.6,
82
.6',
Tre
e
+49
.7,
53
.5',
Grou
n
d
Ligh
t
24
+52
.9,
42
.2',
Tre
e
+54
.4,
14
.8',
Dra
ina
ge
Ma
nh
o
le
+56
.6,
60
.2',
Ligh
t Pole
+62
.7,
47
.1',
Inle
t
+69
.0,
53
.2',
Inle
t
+85
.2,
44
.2',
Tre
e
+85
.7,
60
.2',
Tre
e
+90
.6,
90
.9',
Mon
u
ment
+92
.9,
42
.7',
Bus
h
+93
.2,
45
.4',
S
prink
ler Con
trol Va
lve
+96
.8,
43
.4',
Bus
h
25
+01
.9,
42
.7',
Tree
25
+07
.6,
42
.0',
Tre
e
+08
.8,
42
.8',
Bus
h
+13
.4,
42
.4',
Bus
h
+23
.5,
43
.1',
Bus
h
+26
.2,
42
.4',
Bus
h
+26
.8,
46
.2',
Ligh
t Pole
+43
.4,
42
.5',
Tre
e
+49
.3,
18
.8',
Te
le.
Manh
o
le
+50
.9,
41
.6',
Tre
e
+55
.7,
38
.1',
CATV Pe
desta
l
+58
.4,
27
.7',
Ha
nd
h
o
le
+59
.8,
42
.4',
Tre
e
+70
.0,
38
.4',
Te
le.
P
e
de
s
ta
l
+70
.6,
28
.1',
Ha
nd
h
o
le
+73
.2,
50
.6',
Gas
Valve
+75
.0,
37
.8',
Rebar Fou
n
d
+85
.4,
41
.8',
Tre
e
+92
.2,
42
.7',
Bus
h
26
+00
.8,
41
.9',
Tree
26
+05
.6,
42
.2',
Tre
e
+08
.3,
86
.3',
Inle
t
+23
.7,
57
.0',
Clea
no
u
t
+25
.5,
65
.5',
Ligh
t Pole
+25
.6,
29
.6',
Mon
u
ment
+29
.7,
27
.4',
Ha
nd
h
o
le
+31
.5,
36
.3',
Tra
ff
ic Pe
de
sta
l
+32
.4,
47
.6',
Bush
+35
.3,
46
.8',
Bus
h
+37
.3,
62
.6',
Ligh
t Pole
+37
.6,
62
.1',
Ligh
t Pole
+41
.7,
54
.9',
Tre
e
+43
.7,
46
.6',
Wa
te
r Meter
+45
.1,
41
.0',
Hand
h
o
le
+45
.7,
36
.5',
Mon
u
ment
+50
.6,
56
.0',
Bus
h
+54
.0,
74
.3',
Tre
e
+54
.1,
96
.2',
Tre
e
+57
.9,
82
.5',
Ligh
t Pole
+61
.9,
38
.2',
Detec
tor Hou
sing
+81
.3,
31
.9',
Wa
te
r Va
lve
+86
.2,
55
.1',
Dete
c
tor Hou
sing
+94
.8,
97
.0',
Tre
e
+94
.9,
40
.0',
Fire
Hyd
rant
+95
.7,
57
.0',
Tre
e
+96
.0,
36
.7',
Wa
te
r Va
lve
+96
.4,
52
.5',
Hand
h
o
le
+97
.8,
81
.0',
Ligh
t Pole
+99
.1,
44
.3',
Hand
h
o
le
27
+01
.4,
55
.8',
Sign
+02
.0,
44
.2',
Traff
ic S
train Pole
+02
.6,
67
.9',
Sign
+03
.2,
99
.2',
Tre
e
+16
.5,
26
.1',
Inlet
+18
.4,
27
.7',
Wa
te
r Va
lve
+20
.6,
26
.2',
Inle
t
+27
.4,
39
.4',
Ha
nd
h
o
le
+27
.9,
66
.1',
Ligh
t Pole
+33
.0,
47
.2',
Inle
t
+41
.7,
32
.7',
Tre
e
AUTOZONE INC
+58
.5,
32
.7',
Sa
n.
Mh.
Sprink
le
r C
on
trol Va
lve
+19
.5,
31
.5',
+15
.6,
16
.2',
Dra
ina
ge
Mh.
Traff
ic S
train Pole
27
+09
.1,
36
.8',
Traff
ic S
train Pole
+40
.8,
39
.7',
+16
.9,
48
.2',
Drainage
Mh.
El. 829.45
of Intersection Medical Dr. & 40'± W of � Rangeline Rd.
TBM #52 - Chisled "X" on E most Bolt of Fire Hydrant at NW Cor.
Line "RL"Line "RL" & "PR-RL1"
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
Lin
e
"S
-1
-A" & "PR
-S
1
A"
P.T. 107+14.12 "PR-RL1"
2
0
+
0
0
P.I. 108+56.97 "PR-RL1"
Lin
e
"S
-1
-A"
20
+26
.0,
83
.3',
Dra
ina
ge
Mh.
asph
alt
Line "PR-RL1"
P.O.T. 21+58.81 "RL"
P.I. 109+60.52 "PR-RL1"= P.T. 109+98.97 "PR-RL1"
P.R.C. 109+21.92 "PR-RL1"
CURVE DATA
P.I. = 109+60.52 "PR-RL1"
T = 38.60'
L = 77.05'
R = 510.00'
E = 1.46'
S.E. = N.C.
1
1
0
1
1
5
25+00
20+00
12" cpp
Westfield Blvd.
Str. No. 315Str. No. 312Str. No. 308
Str. No. 400
Str. No. 349
Str. No. 307
Str. No. 316
Str. No. 314 Str. No. 317
Str. No. 344
Str. No. 345
850
820
810
800
840
830
850
1
2
" rcp
Str. No. 346
Str. No. 347
Constr. Limits
Constr. LimitsR/W
Str. No. 309
App. P.L.
App. P.L. & R/W
Ap
p
.
P.L.
& R/
WS
t
r.
No
.
3
5
1
P.L.(50.02')
+P.L.(+75.76) 50'
+P.L.(+10.76)
42" rcp
App. Exist. R/W
App. Exist. R/W
R
/W
43'
+75 "PR-S1A"
P
.
I.
3
4
+
9
8
.
1
1
"P
R
-S
1
A"
59'
+15 "PR-S1A"
P.O.T. 19+90.00 "RL"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
54'
+00
3
5
+
0
0
P.I. 36+75.13 "PR-S1A"
Lin
e
"P
R-S
1
A"
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61'
R = 950.00'
E = 5.59'
S.E. = N.C.
R/W
S
tr.
N
o
.
4
0
2
Str
.
N
o
.
3
5
0
R/W
Str. No. 310
a
s
ph
alt
Str. No. 348
64'
+07 "PR-S1A"
Str. No. 401
Str. No. 317A
Str. No. 401A Str. No. 401B
+0.70%
Profile Grade
conc.
70'
+P.L.(+10.44)
70'
+P.L.(+75.44)
64'
+90 59'
+19
64'
+20
91'
+97 "PR-S1A"
RW(50.01')
+20
L = 60.19'
CURVE DATA
T = 30.24'
P.I. = 11+50.96 "PR-S2A"
R = 250.00'
E = 1.82'
S.E. = N.C.
CURVE DATA
T = 20.14'
L = 40.20'
P.I. = 13+28.94 "PR-S2A"
R = 250.00'
E = 0.81'
S.E. = N.C.
P
.
C.
1
1
+
2
0
.7
2
"PR
-S
2
A"
P.I. 11+50.96 "PR-S2A"
P.T. 11+80.91 "PR-S2A"
Lin
e
"P
R-
S2
A"
P.T. 13+48.99 "PR-S2A"
&
"P
R-S
2
A"
Lin
e
"S-
2
-
A"
No Curve Run �=22°49'37" LT.
P.I. 12+25.69 "PR-S2A" =
98°10'54"
P.O.T. 10+95.21 "S-2-A"
P.I. 13+28.94 "PR-S2A"=
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
Str. No. 518
Str. No. 520
Str. No. 519
App. Section Line
Str. No. 521
Str. No. 502Str. No. 501
Lin
e
"S-
2
-A"
P.O.T. 10+00.00 "S-2-A"
P.O.T. 26+75.74 "RL" =
P.O.T. 114+77.31 "PR-RL1"=
Str. No. 503
Str. No. 504
Str. No. 505
con
c.
ov
e
rha
ng
ov
erhang
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
Str. No. 506
Str. No. 507
Constr. Limits
Constr. Limits
Constr. Limits
Temp. R/W Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
46.71'
+35
50'
+35
47'
+80
65'
+80
63'
+05
48'
+05
(56.13')
+P.L. (+71.64)
48'
+P.L.(+85.80)
50'
+P.L.(+85.76)
R/W
R/W
R/W
R/W
R/W
70'
+37 70'
+15
P.L. (45')
+34
P.L. (45')
+89
45.45'
+15.99
32'
+18 "PR-S2A"
38'
+17
61'
+09
45'
+09
Temp. R/W
Temp. R/W
Temp. R/W
S-MART REAL ESTATE, INC.
Temp. R/W
Temp. R/W
+50
.2,
45
.8',
Sprink
le
r Va
lve
Constr. Limits
Temp. R/W
50'
+15
47'
+15
47'
+53.03
47'
+61.58
Temp. R/W
60'
+24
49.50'
+99.50
52'
+97
52'
+89
Temp. R/W
63'
+15
P.L. (45')
+27
P.L.(82.74')
+P.L.(+51.99) "RL"
59.29'
+85.93 "RL"
P.L.(50.00')
+24.03 "RL"
Ap
p
. Exist.
R/W
Ap
p
.
Exis
t.
R
/
W
II COMPANY
INVESTMENTS
BARNES
P.C. 13+08.79 "PR-S2A"
23'
+18 "PR-S2A"
35'
+28 "PR-S2A"
35'
+30 "PR-S2A"
P.L.(36.07')
+25 "PR-S2A"
24'
+18 "PR-S2A"
41.79'
+25 "PR-S2A"
Temp. R/W
Temp. R/W
3" pv
c - force
main
70'
+05
90'
+25
R/W
R/W
Temp. R/W
LD
LD
LD
LD
LD
LD
H
H
H
EM EM
E
GM
PP
S
T
PP
S
T
PPS
T
PPS
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PPS
T
PPS
T
PPS
T
PPS
T
PP
S
T
PP
S
T
PPST
PP
S
T
PP
S
T
PPST
PPST
MAG
MAG
MON
MON
MON
MON
MON
MON
W
W
W
W
W
W
PP
S
T
PP
S
T
PPS
T
PPS
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
S
T
PP
ST
PP
S
T
PP
S
T
RB
-0
T
T
H
H
H
H
H
H
H
H
H
H
CC-TR
CC
-TR
C
WM
WV
W
V
WV
WV
WV
W
V
CC
-TR
T
H
W
V
C
WV
H
RB
-0
RB-0
MAG
H
B
PZZZ
PZZ
Z
PZZZ
PZZ
Z
PZZZ
PZZ
Z
H
H
H
H
T
MON
PPST
PPST
PPST
PPST
PP
ST
PPST
PPST
PPST
PP
S
T
PPST
PPST
G
P
F
107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
81
8
.9
81
9
.2
81
9
.5
81
9
.7
82
0
.0
82
0
.3
82
0
.5
82
0
.8
82
1
.0
82
1
.4
82
1
.9
82
2
.5
82
3
.1
82
4
.0
82
5
.0
82
6
.3
82
7
.7
82
9
.4
8
2
0
.
0
0
8
2
0
.
2
2
8
2
0
.
4
4
8
1
9
.
4
0
Existing Ground
+0.44%
Profile Grade
P.G. EL. 820.22
109+50.00 "PR-RL1"
See Roundabout Spot Elevations
P
.
V.I
.
E
L
.
8
1
9
.4
3
P
.
V.I
.
1
0
7
+
0
4
.
8
6
P
.
V.I
.
E
L
.
8
1
9
.8
1
P
.
V.I
.
1
0
8
+
5
6
.
8
7
Exist. 42" Pipe
Ex. 810.15
Exist. 42" Pipe
Ex. 810.18 Ex. 810.48
Exist. 42" Pipe
Exist. 42" Pipe
Ex. 821.04
Exist. 36" Pipe
S
t
r.
N
o
.
3
1
6
Ex
is
t
.
M
.H
.
1
1
0
+
3
4
.2
Str.
No
.
3
0
9
Exis
t
.
M
.H
.
1
0
8
+
7
3
.
1
S
t
r.
N
o
.
3
0
8
Ex
is
t
.
M
.H
.
1
0
8
+
2
4
.7
S
t
r.
N
o
.
3
0
7
Ex
ist.
M.
H
.
1
0
7
+
6
7
.0
Ex. 809.27
Exist. 12" San. Sewer Pipe
Ex. 810.23 Ex. 810.08
S
t
r.
N
o
.
4
0
1
Ex
is
t
.
S
a
n
.
M
.H
.
1
1
0
+
3
0
.6
Ex. 811.20 Ex. 811.15
Exist. 8" San. Sewer Pipe
Exist. 6" San. Sewer Pipe
Ex. 814.34
S
t
r.
N
o
.
4
0
2
Ex
is
t
.
S
a
n
.
M
.H
.
1
0
7
+
7
2
.1
Ex. 812.54 Ex. 811.74
S
t
r.
N
o
.
4
0
0
Ex
is
t
.
S
a
n
.
M
.H
.
1
0
8
+
4
3
.8
Exist. 8" San. Sewer Pipe
Ex. 815.11 42" Pipe
Exist.
Plotted 10' Below Datum
Plotted 10' Below Datum
S
t
r
.
N
o
.
4
0
1
A
Ex
is
t.
S
a
n
.
M.
H
.
1
1
2
+
4
5
.9
S
t
r
.
N
o
.
3
1
7
A
Ex
is
t.
M.
H
.
1
1
2
+
5
5
.9
S
t
r
.
N
o
.
4
0
1
B
Ex
is
t.
S
a
n
.
M.
H
.
1
1
4
+
6
0
.1
END PROFILE GRADE
814.90 815.50
S
t
r.
N
o
.
5
0
6
Ex
is
t.
M.H
.
1
1
5
+
1
7
.1
822.80
Ex. 818.34
S
t
r.
N
o
.
5
0
3
M.
H
.
1
1
4
+
0
1
.0
821.00
NRM
TJM
NRM
RJC
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-RL1.02.dgn5/24/2021 09:43:24 AMjhofman
Ind
ia
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a_
Sh
a
de.t
b
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
25 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
810
820
830
840
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "RL", Except as Noted.
Line "PR-RL1" to be Constructed.
All R/W Described from Line "PR-RL1", Except as Shown.
NOTES:
(2-sty brick)
conc.
conc.
conc.
con
c.
conc.
conc. conc.
con
c.
conc.
conc. conc. conc. conc.
con
c.
conc. conc.
conc.
conc. conc. conc.
con
c. conc. conc.
conc. conc.
grass
grass
grass
gra
s
s
grass
grass
grass
grass
grass
gras
s
grass
grass
grass
grass
grass
grass
grass grass grass
grass
grass grass
grass
grassgrass
stone
ston
e
asphalt
asph
alt
asphalt
a
s
phalt
asph
a
lt
a
sph
alt
asph
altasphalt
asphalt asph
alt
asphalt
aspha
lt
asph
alt
asph
alt
asphalt
riprap
pla
nter
pla
nter
planter
plante
r
planter
planter
planter
pla
nter
planter
planter
planter
planter planter planter
planter
planter
planter pla
nter
planter
planter planter
brick
brick
8" cpp
24
" cpp
12" rcp
12
" rcp
18
" cpp
12
" rcp
42
" rcp
12
" rcp
12" rcp
12" rcp
12" rc
p 4" cpp
12
" rcp
27
+01
.4,
55
.8',
Sign
+02
.0,
44
.2',
Traff
ic Strain Pole
+02
.6,
67
.9',
Sign
+03
.2,
99
.2',
Tree
27
+09
.1,
36
.8',
Tra
ff
ic Stra
in P
ole
+15
.6,
16
.2',
Dra
ina
ge
Manh
o
le
+16
.5,
26
.1',
Inlet
+16
.9,
48
.2',
Drainage Manh
o
le
+18
.4,
27
.7',
Wa
ter Va
lve
+19
.5,
31
.5',
S
prink
ler Con
trol Va
lve
+20
.6,
26
.2',
Inle
t
+27
.4,
39
.4',
Hand
h
o
le
+27
.9,
66
.1',
Ligh
t Pole
+33
.0,
47
.2',
Inlet
+41
.7,
32
.7',
Tre
e
+56
.9,
42
.7',
Tree
+83
.5,
35
.9',
Te
le.
Manh
o
le
+86
.8,
29
.4',
Tre
e
+94
.5,
16
.6',
Dra
ina
ge
Manh
o
le
28
+03
.3,
31
.4',
Inle
t
28
+13
.0,
41
.2',
Tree
+26
.8,
95
.0',
Tree
+33
.0,
49
.8',
P
os
t
+33
.3,
31
.3',
Tre
e
+34
.6,
50
.3',
P
os
t
+36
.1,
46
.2',
S
prink
le
r Con
trol Va
lve
+38
.4,
49
.6',
P
os
t
+49
.6,
47
.2',
Inlet
+59
.1,
41
.0',
Tree
+61
.6,
93
.5',
Tree
+70
.2,
60
.9',
Dra
ina
ge
Manh
o
le
+75
.2,
29
.9',
Tre
e
+78
.8,
60
.6',
Ligh
t Pole
+82
.1,
60
.7',
P
ost
+84
.7,
62
.6',
P
ost
+89
.5,
96
.7',
Mon
u
me
nt
+93
.6,
29
.9',
Mag Na
il
+99
.1,
46
.8',
Ha
nd
h
o
le
29
+01
.8,
40
.5',
Tele
.
P
edes
tal
29
+04
.0,
47
.9',
S
ign
+25
.6,
48
.7',
Inlet
+30
.0,
2.0',
Detec
tor Hou
sing
+35
.7,
46
.7',
S
ign
+52
.1,
44
.8',
Tre
e
+52
.8,
39
.3',
Gas Va
lve
+53
.5,
39
.5',
Gas Line Marker
+54
.4,
46
.3',
S
prink
ler Con
trol Va
lve
+81
.5,
59
.6',
Inle
t
+82
.9,
43
.5',
Wa
ter Va
lve
+83
.0,
40
.4',
Fire
Hyd
ra
nt
+86
.5,
49
.4',
Inlet
30
+17
.6,
57
.6',
Inlet
+21
.9,
59
.3',
G
rou
n
d
Ligh
t
+34
.6,
40
.3',
S
prink
le
r Con
trol Va
lve
+36
.5,
50
.8',
Hose
Bib
+37
.4,
56
.8',
P
ost
+37
.6,
54
.0',
P
ost
+37
.6,
59
.4',
P
ost
+37
.7,
62
.2',
P
ost
30
+60
.7,
36
.7',
Tre
e
+68
.5,
61
.3',
Inle
t
+69
.4,
18
.6',
Dra
ina
ge
Manh
o
le
+75
.2,
31
.2',
Tre
e
+85
.6,
50
.0',
S
prink
le
r Con
trol Va
lve
+87
.9,
36
.6',
Hand
h
o
le
+99
.2,
40
.4',
Re
bar Fou
n
d
31
+00
.6,
44
.6',
CATV P
edes
tal
+05
.1,
46
.4',
Wa
ter Va
lve
+21
.4,
18
.8',
Te
le.
Manh
o
le
31
+23
.0,
40
.3',
Gas
Valve
+32
.3,
30
.7',
Tre
e
+33
.0,
55
.2',
Cle
a
no
u
t
+48
.3,
31
.3',
Tre
e
+50
.7,
47
.1',
Tree
+70
.1,
31
.4',
Tre
e
+83
.9,
66
.8',
Inlet
+86
.8,
29
.7',
Mon
u
me
nt
+89
.5,
47
.2',
Cle
a
no
u
t
32
+09
.2,
58
.0',
S
ign
+09
.7,
46
.5',
S
ign
32
+12
.0,
46
.1',
Tree
+22
.0,
36
.7',
Tele
.
P
edes
tal
+26
.0,
59
.8',
Ligh
t Pole
+27
.6,
38
.7',
Sign
+32
.2,
38
.4',
Tre
e
+33
.6,
25
.2',
Inlet
+34
.4,
26
.1',
Inle
t
+37
.1,
33
.4',
Drainage Manh
o
le
+60
.4,
37
.9',
Tre
e
+70
.7,
44
.4',
Tree
+84
.9,
36
.6',
CATV P
edes
tal
+85
.2,
38
.4',
Tre
e
+86
.1,
38
.4',
Sign
+90
.6,
65
.6',
Drainage Manh
o
le
33
+08
.6,
27
.2',
Gas
Line Marker
+13
.3,
37
.6',
Tre
e
33
+19
.5,
41
.4',
Sign
+24
.7,
40
.1',
Bee
hive Inlet
+25
.1,
31
.2',
Drainage Manh
o
le
+31
.8,
63
.4',
Inlet
+39
.7,
60
.8',
S
ign
+40
.0,
49
.1',
S
ign
+60
.5,
52
.4',
Wa
te
r Mete
r
+85
.1,
62
.8',
Inlet
+85
.1,
46
.2',
S
anit
ary Manh
o
le
+87
.2,
53
.6',
Drainage Manh
o
le
+88
.3,
62
.5',
S
prink
le
r Con
trol Va
lve
+95
.2,
53
.8',
Ligh
t Pole
34
+05
.9,
40
.9',
Tre
e
34
+07
.5,
46
.5',
Misc.
MH
+30
.4,
40
.5',
Tre
e
+43
.7,
41
.1',
Tree
+48
.3,
61
.8',
G
rou
n
d
Ligh
t
+53
.9,
30
.9',
Mon
u
me
nt
+54
.2,
64
.0',
Ligh
t Pole
+54
.8,
62
.2',
Sign
+55
.8,
48
.6',
Sign
+59
.9,
62
.4',
G
rou
n
d
Ligh
t
+67
.1,
41
.9',
Tree
+73
.0,
49
.3',
Sign
+73
.1,
42
.8',
Tre
e
+80
.2,
23
.8',
De
te
c
tor Hou
sing
+80
.3,
30
.9',
Ha
nd
h
o
le
35
+05
.5,
39
.8',
CATV Pe
de
sta
l
35
+07
.6,
61
.7',
Tree
+10
.9,
47
.5',
Hand
h
o
le
+12
.3,
45
.1',
Re
bar Fou
n
d
+23
.4,
56
.9',
Grou
n
d
Ligh
t
+23
.9,
55
.2',
Tre
e
+24
.3,
50
.6',
Ligh
t Pole
+25
.3,
54
.0',
Grou
n
d
Ligh
t
+56
.3,
40
.4',
Drainage Manh
o
le
+56
.5,
31
.7',
Inlet
+69
.3,
53
.1',
Tre
e
+69
.3,
50
.4',
Tra
nsformer
+69
.6,
50
.8',
Grou
n
d
Ligh
t
+74
.3,
32
.0',
Inle
t
+80
.6,
45
.0',
Gas Va
lve
+88
.8,
50
.7',
Sign
+89
.0,
59
.0',
Sign
(brick CVS)
(12
" brick wall)
asphalt
asphalt
grass
asphalt
1
2
" r
c
p
36" rcp
asphalt
conc.
36" rcp
12" rcp 4" cpp
asphalt grass
asphalt
1
2
" r
c
p
12
" rcp
36" rcp
12
" rcp
36" rcp
12" rcp
asphalt
12" rcp
36" rcp
12
" rcp
12" rcp
36" rcp
1
2" rcp
1
2" rcp
12
" rcp
8" cpp
12" rcp
12
" rcp
12" rcp
(2-sty brick)
asphalt gra
ss
36" rcp
con
c.
con
c.
Ap
p
.
P
.L.
Ap
p
.
P.L.
Ap
p
. P.L.
Ap
p
. P.L.
Ap
p
. P.L.
Ap
p
.
P
.L.
Ap
p
. P.L.
Range Line Rd.
asphalt
App. Section Line
KRG CENTRE LLC
ENTERPRISES
J & J REALTY FINEBERG GROUP LLC
+60
.2,
28
.2',
S
prink
ler Valve
II COMPANY
BARNES INVESTMENTS
D & W HOLDINGS LLC
REVOCABLE LIVING TRUST
PATRICIA R. EMMERT
FINEBERG GROUP LLC
App. Exist. R/W App. Exist. R/Wgrass
grass
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
STORES LLC
MACS CONVENIENCEOPERATIONS LLC
BFS RETAIL & COMMERCIAL
Line "RL" & "PR- RL1"
850
860
1
1
5
1
2
0
30+00 35+00
conc.
Str. No. 318 Str. No. 320
Str. No. 319
Str. No. 321
Str. No. 322
810
820
830
840
850
860
Str. No. 323 Str. No. 324
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
12" cpp
Str. No. 325
Str. No. 326
122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
conc.
64'
+P.L.(+63.45)
64'
+10
50'
+10
50'
+P.L.(+00.84)
50'
+P.L.(+81.67)
Str. No. 509
Str. No. 511
Str. No. 508
App. Exist. R/W
Str. No. 517
Str. No. 516
Str. No. 512
36" rcp
Str. No. 510Str. No. 506
Str. No. 507
Str. No. 513
Str. No. 514
Str. No. 515
Str. No. 318A
Constr. Limits
70'
+15
P.L. (45')
+34
45.45'
+15.99
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
R/W
P.L. (45')
+00
54'
+00
54'
+10
60'
+10
60'
+P.L. (+00.93)
50'
+P.L.(+63.69)
Temp. R/W
63'
+15
P.L. (45')
+27
Ap
p
.
Exis
t.
R
/
W
24'
+18 "PR-S2A"
P.L.(36.07')
+25 "PR-S2A"
R/W
Constr. Limits 45'
+40
50'
+40
45'
+85
50'
+85
Temp. R/W
41.79'
+25 "PR-S2A"
Temp. R/W
Temp. R/W
45.83'
+16.70
64'
+16.28
Do Not Disturb Sign
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00
82
7
.7
82
9
.4
83
1
.3
83
3
.2
83
5
.1
83
6
.9
83
8
.4
83
9
.6
84
0
.6
84
1
.4
84
2
.1
84
2
.9
84
3
.7
84
4
.4
84
5
.1
84
5
.7
84
6
.4
84
7
.2
84
7
.7
PP
S
T
PP
S
T
PP
S
T
H
WV
H
MON
H
PP
S
T
PP
S
T
T W
V
PP
S
T
PP
S
T
PP
S
T
PP
S
T
LD
H
C W
V
T C
WM
G
H
B
PZZZ
PZZ
Z
G
MON
T
MON
H
H
FP
H
H836.0848344BRK
Existing Ground
Ex. 821.04
Ex. 823.66
Ex. 823.56
Exist. 36" Pipe
Exist. 36" Pipe
Ex. 831.86 Ex. 832.34
Exist. 36" Pipe
Ex. 832.57Ex. 832.47
Exist. 36" Pipe Exist. 36" Pipe
Ex. 832.97Ex. 832.96
S
tr
.
No
.
3
2
4
E
xis
t
.
M.
H.
1
2
3
+
5
7
.
9
S
t
r.
N
o
.
3
2
2
Ex
is
t
.
M
.H
.
1
2
1
+
2
6
.6
Str.
N
o
.
3
2
1
Exis
t
.
M
.H
.
1
2
0
+
3
8
.
6
Str.
No
.
3
1
8
Exis
t
.
M
.H
.
1
1
8
+
7
0
.
9
841.00
24' of 12" Pipe @ -0.50%
841.12
S
t
r.
N
o
.
3
2
3
In
le
t
1
2
1
+
5
0
.0 122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
Exist. 36" Pipe
S
t
r.
N
o
.
5
0
6
Ex
is
t.
M.H
.
1
1
5
+
1
7
.1
S
tr
.
No
.
5
1
3
E
xis
t
.
M.H.
1
1
5
+
9
6
.
1
832.36
S
t
r
.
N
o
.
5
1
7
M.
H
.
1
1
8
+
0
0
.0
Ex. 829.70
832.36
Ex. 822.32
S
tr
.
No
.
5
1
0
M.
H.
1
1
5
+
6
0
.0
822.80 824.97
825.30
NRM
TJM
NRM
RJC
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-RL1.03.dgn5/24/2021 09:43:25 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
26 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
810
820
830
840
con
c.
con
c.
conc.
conc.
conc.
conc.
conc.
gra
ss
grass
grass
grass
grass grass
grass
stone
a
sph
alt
asph
alt
asphalt
pla
nter
planter
plante
r
planter planter
planter
brickbrick
12
" rcp
34
+05
.9,
40
.9',
Tree
+30
.4,
40
.5',
Tree
+43
.7,
41
.1',
Tree
+48
.3,
61
.8',
Grou
n
d
Ligh
t
+53
.9,
30
.9',
Mon
u
ment
+54
.2,
64
.0',
Ligh
t P
ole
+54
.8,
62
.2',
S
ign
+55
.8,
48
.6',
S
ign
+59
.9,
62
.4',
Grou
n
d
Ligh
t
+67
.1,
41
.9',
Tree
+73
.0,
49
.3',
S
ign
+73
.1,
42
.8',
Tree
+80
.2,
23
.8',
Detec
tor Hou
sing
+80
.3,
30
.9',
Hand
h
o
le
35
+05
.5,
39
.8',
CATV P
edestal
35
+07
.6,
61
.7',
Tree
+10
.9,
47
.5',
Hand
h
o
le
+12
.3,
45
.1',
Rebar Fou
n
d
+23
.4,
56
.9',
Grou
n
d
Ligh
t
+23
.9,
55
.2',
Tree
+24
.3,
50
.6',
Ligh
t P
ole
+25
.3,
54
.0',
Grou
n
d
Ligh
t
+56
.3,
40
.4',
Dra
ina
ge
Ma
nh
o
le
+56
.5,
31
.7',
Inlet
+69
.3,
53
.1',
Tree
+69
.3,
50
.4',
Trans
forme
r
+69
.6,
50
.8',
Grou
n
d
Ligh
t
+74
.3,
32
.0',
Inlet
+80
.6,
45
.0',
Ga
s Valve
+88
.8,
50
.7',
S
ign
+89
.0,
59
.0',
S
ign
1
2
" r
c
p
36" rcp
asphalt
conc.
36" rcp
Ap
p
.
P
.L.
App. Section Line
FINEBERG GROUP LLC
FINEBERG GROUP LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
STORES LLC
MACS CONVENIENCE
850
860
35+00
810
820
830
840
850
860
Str. No. 324
Constr. Limits
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "RL", Except as Noted.
Line "PR-RL1" to be Constructed.
All R/W Described from Line "PR-RL1", Except as Shown.
NOTES:
1
2
5
conc.
Range Line Rd.
Constr. Limits
40
+24
.0,
37
.6',
Mon
u
me
nt
+40
.7,
64
.9',
Ga
s Valve
+40
.8,
67
.1',
Ga
s
Line Marke
r
+78
.4,
30
.6',
Hand
h
o
le
41
+43
.2,
32
.7',
Draina
ge Ma
nh
o
le
+43
.4,
26
.0',
Inlet
42
+67
.0,
16
.8',
Tele
.
Ma
nh
o
le
43
+33
.3,
26
.0',
Inlet
+34
.2,
32
.8',
Draina
ge Ma
nh
o
le
App. Exist. R/W
asphalt con
c.
planter
con
c.
grass
12
" rcp
asphalt
conc.
grass
grass
12
"
rcp
App. Exist. R/W conc.
grass
grass
asphalt
planter
asphaltasph
alt
App. Exist. R/W
grass
planter
conc.
grass
grass planter
30" rcp 30" rcp
12
" rcp
grass
(1-sty metal)
App. Exist. R/Wgrass
conc.
40
+16
.8,
51
.6',
Ligh
t Pole
+18
.6,
58
.2',
Tre
e
+33
.6,
34
.6',
Mon
u
m
ent
+36
.5,
47
.6',
Tre
e
+82
.6,
49
.4',
Tre
e
+97
.0,
50
.6',
Ligh
t P
ole
41
+25
.5,
35
.3',
Rebar Fou
n
d
+44
.8,
26
.3',
Inle
t
+60
.1,
48
.6',
Tre
e
42
+05
.8,
48
.2',
Tree
+22
.1,
51
.5',
Ligh
t Pole
+49
.1,
50
.3',
Tre
e
+75
.5,
28
.3',
Sign
+80
.9,
37
.5',
Tele
.
P
edestal
+92
.6,
48
.9',
Tre
e
43
+18
.3,
36
.2',
Fire
Hyd
ra
nt
+34
.2,
46
.9',
Tre
e
+35
.4,
26
.1',
Inle
t
+46
.9,
52
.0',
Ligh
t P
ole
Constr. Limits
App. Exist. R/W
con
c.
(2-sty brick)
grass grass
conc. conc.
Ap
p
.
E
xis
t.
R
/
W
Ap
p
.
E
xis
t.
R
/
W
Ap
p
.
P
.
L.
Ap
p
.
E
x
is
t
.
R/
W
Ca
r
m
e
l
D
r
.
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R
/
W
CITY OF CARMEL
asphalt
asph
a
lt
36" rcp 30" rcp
asphalt
Ap
p
.
P.L.
Line "RL" & "PR-RL1"40+00
grass
station (typ)
lids for gas
grassconc.
asphalt
conc.
grass
grass
con
c.
c
o
n
c.
g
r
a
s
s
stone
ri
pr
a
p
conc.grass
grass
grass
pla
nter
con
c.
gra
ss
conc.
conc.
gra
ss
grass
planter
con
c.
grass
conc.
conc.
asphalt
con
c.grass
grass conc.
grass
grass
c
o
n
c.
conc.
con
c.
grass
grass
grass
conc.
conc.
grass
1
5
"
h
d
p
e
12
" rcp 12" hdpe 1
5
"
h
d
p
e
15" hdpe
15" hdpe
15" hdpe
1
2
"
hd
p
e
15" hdpe
36" rcp
12
" rcp
App. Exist. R/W
asph
alt
asph
alt
asph
a
lt
grass
grass
conc.
c
o
n
c.
(2-sty brick)
asphalt
conc.
conc.
CARMEL DEVELOPMENT II LLC
BARNES INVESTMENT COMPANY KROGER LIMITED PTN 1 REAL ESTATE DEPT
36
+04
.2,
47
.4',
Grou
n
d
Ligh
t
+05
.6,
46
.9',
Tree
+06
.0,
45
.9',
Trans
forme
r
+07
.7,
47
.2',
Grou
n
d
Ligh
t
+11
.0,
34
.3',
Mon
u
me
nt
+25
.9,
49
.6',
Trans
forme
r
+49
.5,
49
.4',
Trans
forme
r
+49
.7,
49
.0',
Grou
n
d
Ligh
t
+52
.2,
47
.5',
Tree
+53
.8,
47
.4',
Grou
n
d
Ligh
t
+61
.6,
33
.7',
Ligh
t Pole
+75
.1,
33
.5',
Hand
h
o
le
+81
.3,
51
.0',
Trans
forme
r
+83
.2,
49
.7',
Tree
+91
.4,
40
.9',
Post
37
+01
.1,
46
.7',
Post
+02
.6,
54
.0',
Traff
ic Stra
in Pole
+05
.9,
50
.5',
Traff
ic Stra
in Pole
+08
.6,
55
.3',
Post
+12
.6,
66
.0',
Post
+25
.1,
40
.3',
Wate
r Valve
+27
.8,
36
.9',
Wate
r Valve
+30
.8,
40
.1',
Wate
r Valve
+77
.2,
83
.3',
Inlet
+89
.4,
44
.9',
Wate
r Valve
+90
.6,
41
.1',
Wate
r Valve
38
+05
.5,
48
.9',
Fire Hyd
rant
+09
.8,
42
.0',
Mon
u
me
nt
+10
.0,
47
.5',
Traff
ic Stra
in Pole
+20
.1,
60
.4',
Tree
+26
.4,
33
.3',
Hand
h
o
le
+49
.7,
50
.3',
Tree
+50
.0,
35
.2',
Ligh
t Pole
+72
.0,
58
.8',
C
lea
no
u
t
39
+02
.7,
48
.6',
Tree
+23
.7,
58
.0',
C
lea
no
u
t
+24
.0,
57
.5',
C
lea
no
u
t
+25
.8,
57
.4',
Post
+28
.7,
57
.2',
Post
+30
.9,
57
.5',
Post
+33
.2,
57
.8',
Post
+38
.3,
44
.2',
Tree
+59
.4,
47
.8',
Hand
h
o
le
+95
.9,
41
.3',
Sign
+47
.5,
83
.6',
Misc.
MH
+50
.8,
84
.1',
Misc.
MH
+54
.8,
52
.9',
Ligh
t P
ole
+57
.2,
84
.4',
Misc.
MH
+67
.5,
34
.5',
Ligh
t P
ole
+67
.8,
85
.6',
Misc.
MH
+71
.3,
47
.2',
Ele
c
tric Pedestal
+72
.1,
51
.0',
Flag P
ole
+75
.1,
51
.6',
Grou
n
d
Ligh
t
+75
.3,
81
.8',
Misc.
MH
+79
.1,
54
.0',
Hand
h
o
le
+79
.3,
45
.0',
Reba
r Fou
n
d
+87
.9,
51
.2',
Hand
h
o
le
+87
.9,
52
.0',
Uti
l
i
t
y Line Marker
+89
.9,
44
.8',
Hand
h
o
le
+91
.8,
25
.2',
Hand
h
o
le
+91
.9,
19
.6',
Hand
h
o
le
+92
.2,
39
.5',
Ma
g Nail
+98
.9,
58
.3',
Uti
l
i
t
y Line Marker
37
+00
.5,
53
.5',
C
ATV Pedestal
+00
.8,
57
.5',
Hand
h
o
le
+03
.3,
52
.0',
C
ATV Pedestal
+03
.8,
54
.7',
Tra
ff
ic S
train P
ole
+05
.8,
64
.8',
Tra
ff
ic S
train P
ole
+16
.5,
82
.6',
Hand
h
o
le
+76
.6,
33
.6',
Dra
ina
ge
Ma
nh
o
le
+78
.4,
82
.3',
Inlet
+89
.5,
66
.4',
Post
+95
.2,
56
.6',
Post
+97
.8,
51
.8',
Tra
ff
ic S
train P
ole
38
+01
.3,
55
.6',
Tra
ff
ic S
train P
ole
+03
.3,
48
.7',
Post
+05
.4,
59
.7',
Tree
+06
.8,
53
.2',
Uti
l
i
t
y Line Marker
+08
.9,
60
.0',
Ligh
t P
ole
+09
.1,
53
.0',
Hand
h
o
le
+13
.3,
43
.3',
Post
+24
.3,
40
.5',
Post
+28
.9,
34
.2',
Hand
h
o
le
+35
.5,
45
.0',
Post
+35
.9,
40
.2',
Post
+37
.9,
43
.3',
Tele.
Pedestal
+38
.0,
45
.1',
Post
+40
.3,
44
.6',
Post
+41
.8,
34
.2',
Ligh
t P
ole
+47
.4,
40
.2',
Post
+59
.3,
40
.3',
Post
+71
.0,
40
.3',
Post
+82
.8,
40
.3',
Post
+94
.5,
40
.4',
Post
+98
.0,
49
.9',
Ligh
t P
ole
39
+34
.9,
59
.9',
Tree
+52
.0,
33
.6',
Hand
h
o
le
+56
.2,
40
.5',
Mon
u
ment
+61
.1,
59
.4',
Pine Tree
+68
.6,
72
.9',
Ligh
t P
ole
+71
.0,
49
.3',
Post
+92
.0,
44
.9',
Reba
r Fou
n
d
36
+11
.4,
60
.3',
S
prink
ler Valve
gr
a
s
s
+76
.5,
42
.4',
Sprink
ler Valve
+22
.0,
47
.9',
Sprink
ler Valve
+35
.6,
50
.1',
Sprink
ler Valve
+41
.1,
59
.4',
Sprink
ler Valve
grass
Str. No. 325
Str. No. 326
Str. No. 328
Str. No. 327
870 870
Constr. Limits
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
Line "RL"
P.O.T. 43+63.69 "RL"
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
123+00 124+00 125+00
84
5
.7
84
6
.4
84
7
.2
84
7
.7
84
8
.1
84
8
.4
84
8
.5
T
H
C
MON
G
H
WV W
V
H
H
T
MON
FP
H
H
H
H
PP
S
T
PP
S
T
TR
H
WV
WV
WV
WV
Ex. 832.97Ex. 832.96
Exist. 36" Pipe
S
tr
.
No
.
3
2
4
E
xis
t
.
M.
H.
1
2
3
+
5
7
.
9
Existing Ground
Exist. 36" PipeExist. 36" Pipe
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
Exist. 30" PipeExist. 36" Pipe
NRM
TJM
NRM
RJCDRAWN:
CHECKED:LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-RL1.04.dgn5/24/2021 09:43:26 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
27 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
3
0
3
5
820
810
800
790
840
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "S-1-A", Except as Noted.
Line "PR-S1A" to be Constructed.
All R/W Described from Line "PR-S1A", Except as Shown.
NOTES:
App. Exist. R/W
App
. Exist. R
/W
KRG CENTRE LLC
ANITA L. NIX
ROGER E. &
ASSOCIATION INC
HOMEOWNERS
FAIRGREEN TRACE SPEEDWAY LLC
116th St.
App. Section Line
CARMEL CLAY PARKS BUILDING CORPORATION
CORNER ASSOCIATES LP
App. P.L.
Ap
p
.
P.L.
Ap
p
.
P
.L.
Ap
p
.
P
.
L.
App
. P
.L.
App. Exist. R/W
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 EAp
p
.
Se
c
ti
o
n
Lin
e
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
Ex
is
t
.
R
/
W
App. Exist. R/W
(flowers)
(gas pumps)
conc.
conc.
conc.
conc. con
c.
conc.
con
c.
conc.
con
c.
con
c.
conc.
conc.
con
c.
con
c.
conc.
con
c.
conc.
conc.
grass
grass
grass
grass
grass
grass grass
grass
grass
grass grass
grass
grass
grass
grass
grass
grass
grass
gra
ss
grassstone
asphalt
asphalt
asphalt
asphalt
asphalt
asph
alt
asphalt
asphalt
asphalt
asphalt
asphalt
planter
planter
planter
plante
r
pla
nter
planter
planter
planter
pla
nter
con
c.
asphalt
asphalt
asphalt
asphalt
conc.
asphalt asphalt
asphalt
asphalt
conc.
con
c.
asph
a
lt
con
c.
conc.
(gas pumps)
O/H Canopy
O/H Canopy
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R
/
W
1
5
.0
'
25
.0
'
Ease
m
ent
No Acc
e
ss
FAIRGREEN TRACE, PHASE 2
BLOCK "A" COMMON AREA
Blanket Utility & Drainage Easement
Easement
No Acc
e
ss
1
5
.
0
'
Easement
S.D.
& U.
ASSOCIATION INC
HOMEOWNERS
FAIRGREEN TRACE
6" pvc
4" pv
c
8" pvc3" pvc6" pvc
8" vcp8" pvc
30
" rcp
1 2 " rcp
12
" cpp
12" cpp
12" rcp
12
" rcp
15
" cpp
12
" rcp
8" pvc
12" rcp
15
" rcp
18" cpp
12" rcp
12" rcp
12
" rcp
12" rcp
12
" rcp
18" rcp
42
" rcp
4
2
" rc
p
21" rcp
1
2" c
p
p
8" vcp
42
" rcp
8" vcp
6" vcp
(brick Walgreens)14
+14
.0,
65
.1',
Sa
nit
ary Manh
o
le
+34
.0,
53
.0',
Tree
+43
.1,
0.8',
Tree
14
+45
.7,
0.7',
Ir
on
Pin Fou
n
d
+51
.6,
70
.4',
Tree
+72
.0,
54
.6',
Tree
+77
.3,
53
.7',
Be
e
hive Inlet
+82
.8,
71
.3',
Tree
+84
.6,
75
.5',
S
ign
+85
.0,
82
.6',
S
ign
+99
.3,
36
.9',
Inlet
+99
.5,
40
.8',
Drainage Ma
nh
o
le
15
+00
.2,
35
.2',
Inlet
15
+19
.5,
54
.7',
Combina
ti
on
P
ole
+34
.7,
62
.3',
Mail
bo
x
+37
.2,
53
.8',
Guy
Wire
+40
.1,
53
.9',
Guy
Wire
+44
.3,
88
.0',
Tree
+44
.6,
54
.3',
Guy
Wire
+49
.7,
54
.1',
Guy
Wire
+55
.2,
53
.7',
Guy
Wire
+56
.6,
39
.1',
Sign
+59
.8,
53
.9',
Guy
Wire
+73
.9,
51
.4',
Post
+80
.7,
54
.0',
Sign
+81
.1,
45
.3',
Sign
+82
.2,
68
.8',
Guy
Wire
+82
.3,
57
.2',
Combina
ti
on
P
ole
+83
.6,
54
.4',
Sign
+84
.0,
45
.4',
Sign
+98
.6,
58
.1',
Guy
Wire
16
+00
.2,
41
.1',
Mag Na
il
+00
.2,
41
.1',
Mag Na
il
+10
.5,
56
.1',
Ele
c
tric Meter Box
+11
.9,
48
.6',
Tree
+14
.6,
43
.0',
Guy
Wire
16
+19
.0,
53
.1',
Tree
+19
.2,
43
.2',
Guy
Wire
+19
.8,
53
.2',
Transforme
r
+21
.1,
43
.6',
Tele
ph
o
n
e
Pedestal
+22
.8,
42
.8',
Guy
Wire
+24
.1,
43
.4',
Guy
Wire
+25
.8,
52
.7',
Mis
c.
MH
+37
.2,
7.2',
Te
leph
o
n
e
Manh
o
le
+37
.2,
48
.3',
Sta
nd
p
ipe
+39
.4,
41
.6',
Tele
ph
o
n
e
Pedestal
+42
.6,
43
.2',
Combina
ti
on
P
ole
+43
.9,
58
.6',
Tree
+53
.6,
46
.9',
Tree
+54
.4,
78
.6',
Cle
a
no
u
t
+54
.6,
86
.0',
Tree
+55
.8,
53
.6',
Tree
+58
.0,
41
.7',
Water Valve
+61
.4,
46
.0',
Water Valve
+75
.0,
34
.2',
Inlet
+75
.0,
32
.4',
Inlet
+85
.1,
74
.4',
Tree
+87
.1,
46
.3',
Tree
+87
.8,
51
.8',
Tree
17
+09
.5,
72
.6',
Ligh
t P
ole
17
+21
.5,
46
.5',
Tree
+23
.2,
48
.4',
Tree
+30
.2,
38
.3',
Fire Hyd
rant
+30
.8,
72
.6',
Tree
+45
.0,
59
.2',
Tree
+58
.6,
68
.0',
Sign
+59
.3,
55
.9',
Sign
+62
.2,
76
.9',
S
ign
+62
.2,
84
.3',
S
ign
+62
.8,
87
.0',
Inlet
+95
.9,
66
.4',
Sign
+96
.6,
70
.0',
Mon
u
ment
+98
.6,
27
.4',
Detec
tor Hou
sing
18
+07
.2,
46
.5',
Tele
ph
o
n
e
Pe
destal
+09
.8,
50
.8',
C
ATV Pe
destal
+11
.6,
85
.8',
Inlet
18
+12
.0,
42
.2',
Combina
ti
on
P
ole
+13
.1,
33
.7',
Hand
h
o
le
+15
.1,
42
.3',
Tele
ph
o
n
e
Pedestal
+18
.0,
42
.4',
Sprink
le
r Con
trol Valve
+19
.4,
25
.5',
Dra
ina
ge
Manh
o
le
+21
.2,
32
.1',
Inlet
+21
.7,
32
.1',
Inlet
+23
.1,
34
.3',
Sign
+23
.4,
72
.3',
Ligh
t P
ole
+25
.7,
47
.4',
Sign
+28
.3,
55
.3',
Tree
+33
.8,
33
.8',
S
ign
+36
.5,
90
.7',
Post
+36
.8,
43
.4',
Mon
u
ment
+36
.9,
78
.9',
Post
+60
.0,
56
.5',
Tree
+62
.8,
46
.5',
Ligh
t Pole
+70
.6,
34
.3',
Ligh
t P
ole
+73
.1,
34
.2',
Ligh
t Pole
+73
.4,
40
.1',
Mag Na
il
+73
.4,
40
.1',
Mag Na
il
+78
.7,
34
.2',
S
ign
+97
.4,
56
.5',
Tree
19
+05
.9,
46
.5',
Guy
Wire
19
+13
.2,
70
.5',
Ga
s Line
Meter
+15
.1,
56
.7',
Ga
s
Valve
+16
.4,
25
.0',
Dra
ina
ge
Manh
o
le
+17
.1,
32
.1',
Clea
no
u
t
+17
.2,
32
.2',
Inlet
+17
.6,
57
.2',
Gas Line Marker
+18
.2,
32
.1',
Inlet
+20
.5,
49
.9',
Water Valve
+21
.9,
33
.6',
Hand
h
o
le
+22
.5,
46
.5',
Combina
ti
on
P
ole
+22
.7,
42
.8',
Traff
ic Pedestal
+23
.0,
33
.3',
Ha
nd
h
o
le
+26
.5,
5.0',
De
te
c
tor Hou
s
ing
+26
.6,
44
.8',
Tele
ph
o
n
e
Pedestal
+28
.8,
44
.6',
Combina
ti
on
P
ole
+32
.5,
46
.1',
Hand
h
o
le
+33
.0,
74
.2',
Fire P
lug
+35
.6,
47
.8',
Fire Hyd
rant
+37
.6,
73
.6',
Water Valve
+37
.9,
48
.1',
Water Valve
+38
.9,
48
.5',
Ha
nd
h
o
le
+43
.5,
58
.2',
Ha
nd
h
o
le
+44
.4,
55
.1',
Traff
ic Strain Pole
+44
.6,
54
.2',
Tra
ff
ic S
train P
ole
+45
.5,
57
.8',
CATV P
edestal
+51
.4,
54
.1',
Water Valve
+53
.5,
69
.4',
Rebar F
ou
n
d
+54
.8,
56
.4',
Mon
u
ment
+63
.6,
27
.0',
Tele
ph
o
n
e
Manh
o
le
+69
.1,
26
.6',
Tele
ph
o
n
e
Manh
o
le
+13
.2,
23
.0',
Dra
ina
ge
Manh
o
le
+15
.2,
72
.3',
Dra
ina
ge
Manh
o
le
+30
.2,
73
.8',
Ga
s
Valve
+30
.9,
91
.9',
Inlet
+33
.5,
87
.7',
Post
+45
.5,
40
.1',
Dra
ina
ge
Manh
o
le
20
+46
.5,
74
.7',
Well
+46
.5,
61
.3',
Mon
u
ment
+46
.8,
51
.9',
Mon
u
me
nt
+47
.7,
79
.5',
Ha
nd
h
o
le
+48
.9,
90
.6',
Rebar Fou
n
d
+49
.7,
73
.3',
Traff
ic Pe
destal
+51
.2,
61
.5',
Hand
h
o
le
+52
.2,
92
.6',
Ligh
t P
ole
+52
.6,
56
.2',
Traff
ic Strain Pole
+52
.6,
68
.2',
Ligh
t Pole
+52
.8,
66
.7',
Tra
ff
ic S
train P
ole
+58
.3,
66
.1',
Post
+58
.8,
65
.0',
Post
+59
.9,
64
.5',
Post
+60
.8,
62
.4',
Ha
nd
h
o
le
+61
.7,
96
.4',
Well
+65
.6,
91
.5',
Mis
c.
MH
+66
.2,
81
.3',
Mis
c.
MH
+66
.7,
83
.0',
Mis
c.
MH
+66
.7,
85
.4',
Mis
c.
MH
+67
.5,
36
.7',
Hand
h
o
le
+72
.3,
50
.4',
Ligh
t Pole
+73
.0,
5.0',
De
te
c
tor Hou
s
ing
+74
.4,
67
.6',
Well
+75
.2,
45
.8',
Ha
nd
h
o
le
+75
.3,
89
.5',
Mis
c.
MH
+75
.8,
80
.3',
Mis
c.
MH
+76
.1,
77
.4',
Mis
c.
MH
+77
.2,
66
.5',
Mis
c.
MH
+81
.7,
63
.6',
Well
+82
.1,
53
.0',
Rebar Fou
n
d
+86
.7,
59
.6',
Well
+88
.9,
89
.3',
Post
+89
.2,
74
.5',
Post
+90
.4,
86
.9',
Post
+90
.7,
77
.2',
Post
+92
.1,
89
.4',
Post
+92
.3,
74
.5',
Post
+41
.6,
44
.7',
Comb.
P
ole
+90
.3,
2.2',
S
prink
ler Valve
+21
.3,
58
.9',
Sa
n.
Manh
o
le
+21
.8,
37
.8',
Sa
n.
Manh
o
le
830
2
0
+
0
0
asph
alt
42
" rcp
(1-sty brick)
(1-sty block gas station)
+57
.0,
42
.8',
Sprink
le
r Va
lve
(1-sty brick/frame)
(TBM#50)
National Bank) El. 823.29
116th St. & 270'± W of � Rangeline Rd. (front of old
TBM #50 - Chisled "X" on NNW Bolt of Fire Hydrant 38'± N of �
Line "S-1-A"
Lin
e
"R
L"
Line "S-1-A" & "PR-S1A"
Lin
e
"PR-RL1"
P.O.T. 17+63.03 "S-1-A"
P.I. 33+63.03 "PR-S1A" =
Line "PR-S1A"
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
P.O.T. 30+00.00 "PR-S1A"
P.O.T. 14+00.00 "S-1-A" =
P.R.C. 106+61.52 "PR-RL1"
15+00
20+00
R
a
n
g
e
Lin
e
R
d
.
W
e
s
tfie
ld
B
lv
d
.
Str. No. 343
Str. No. 347
Str. No. 308
Str. No. 400
Str. No. 307
Str. No. 306
Str. No. 305
Str. No. 312
Str. No. 310
820
810
800
790
840
830
gra
s
s
Str. No. 344
Constr. Limits
Constr. Limits
R/W
App. P.L. & R/W
P
.
R
.
C
.
1
0
9
+
2
1
.
9
2
"P
R
-R
L1
"
P.I. 108+56.97 "PR-RL1"
R/
W
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
P.C. 33+31.06 "PR-S1A"
P.R.C. 33+94.91 "PR-S1A"
CURVE DATA
P.I. = 33+63.03 "PR-S1A"
T = 31.97'
L = 63.85'
R = 470.00'
E = 1.09
S.E. = N.C.
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61
R = 950.00'
E = 5.56'
S.E. = N.C.
P.I. 34+98.11 "PR-S1A"
P.I. 36+75.13 "PR-S1A"
43'
+75P.L. (50.00')
+07.79
43'
+22
R/W
R
/
W
P
.T.
1
0
7
+
1
4
.1
2
"
P
R
-
RL1
"
P.
I.
1
0
6
+
8
7
.8
7
"
P
R
-
RL1
" 54'
+00 "PR-RL1"
P.O.T. 19+90.00 "RL"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
No Curve Run �=0°01'27" RT.
P.I. 20+00.00 "S-1-A"
No Curve Run �=1°36'10" LT.
P.I. 20+00.00 "RL" =
59'
+15
Str. No. 345
Str. No. 309
64'
+07
56'
+85 "PR-RL1"
50'
+54
60'
+54
RW(49.65')
+54
59'
+19 "PR-RL1"
64'
+90 "PR-RL1"8" pvc
91'
+97
Str. No. 342
Str. No. 348
S-MART REAL ESTATE, INC.
Temp. R/W
Temp. R/W
Ap
p
.
E
x
is
t
.
R/
W
T
e
m
p
.
R
/
W
Temp. R/W
Ap
p
.
P.L.
&
R/
W
P.L.(56.13')"PR-RL1"
+P.L.(+71.64)
P.L.(82.74')
+P.L.(+51.99) "RL"
59.29'
+85.93 "RL"
P.L.(50.00')
+24.03 "RL"
Str. No. 348A
Str. No. 346
70'
+05 "PR-RL1"
90'
+25 "PR-RL1"
R/W
75'
+00 "PR-RL1"
Temp. R/W
95'
+20 "PR-RL1"
MON
LD
LD
LD
GM
PPST PPST
PPST PPST
PPST PPST
PPST
PPST
PPST
PPST
IPn
MB
MAG MAG
MON
MON
MON
MON
W
W
W
W
W
W
W
W
W
PPST
PPST
PPST
PPST
PPST
RB-0
T
H
H
H
H
H
H
H
H
CC-TR
C
WV
WV
WV
WV
CC-TR
T H
WV
C
WV
H
T
H
MON
FFE
PPST PPST
PPST PPST
PPST PPST
PPST PPST
PPST PPST PPST PPST PPST PPST
T
T
EM
PPST
RB-0
MAG MAG
H
T
G
PF
31+00 32+00 33+00 34+00 35+00 36+00 37+0030+00
82
7
.0
82
5
.6
82
4
.7
82
3
.7
82
2
.6
82
1
.6
82
0
.8
81
9
.9
81
9
.2
81
8
.9
81
8
.9
81
9
.4
81
8
.4
81
7
.3
8
2
1
.
6
5
8
2
0
.
7
6
8
1
9
.
9
0
8
1
9
.
4
1
8
1
9
.
4
0
8
1
9
.
1
0
P.G. EL. 822.00
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
Existing Ground
Ex. 811.08Ex. 811.28
Exist. 18" Pipe
Exist. 21" Pipe
Exist. 12" Pipe
S
t
r
.
N
o
.
3
0
8
1
0
8
+
2
4
.
7
"P
R
-RL1
"
E
xis
t.
M.
H.
See Roundabout Spot Elevations
130.00' V.C.
P.V.I. EL. 819.00
P.V.I. 34+50.00
+0.751%-1.765%-2.479%
P
.
V.
I
.
EL
.
8
1
9
.
5
0
P
.
V.
I
.
3
6
+
8
3
.
0
4
P
.
V.
I
.
E
L
.
8
1
9
.
6
0
P
.
V.
I
.
3
5
+
2
9
.
8
7
Str.
No
.
3
4
8
M
.H
.
3
5
+
1
1
.0
813.95
813.55
46' of 12" Pipe @ -0.54%
812.12
S
tr
.
No
.
3
4
4
In
le
t
3
4
+
7
3
.0
S
tr
.
No
.
3
4
7
In
le
t
3
4
+
8
0
.0
812.15
26' of 15" Pipe @ -0.50%26' of 15" Pipe @ -0.50%
S
tr.
N
o
.
3
4
3
M
.H
.
3
4
+
2
1
.0
815.00 814.20
6' of 12" Pipe @ -0.50%
3' of 15" Pipe @ -0.67%
813.70 813.68
7' of 18" Pipe @ -0.43%
TJM
NRM
RJC
NRM LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-S1A.01.dgn5/24/2021 09:43:28 AMjhofman
Ind
ia
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cfg
CITY OF CARMEL
16-ENG-37
28 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 3 E
For Proposed Drainage Structures, see Construction Details.
All Topography Information Described from Line "S-1-A", Except as Noted.
Line "PR-S1A" to be Constructed.
All R/W Described from Line "PR-S1A", Except as Shown.
NOTES:
KRG CENTRE LLC
App. Exist. R/W
(brick Walgreens)
Ap
p
.
Ex
is
t
.
R
/
W
SPEEDWAY LLC19
+13
.2,
70
.5',
Ga
s Line
Meter
+15
.1,
56
.7',
Ga
s
Valve
+16
.4,
25
.0',
Dra
ina
ge
Manh
o
le
+17
.6,
57
.2',
Gas Line Marker
+18
.2,
32
.1',
Inlet
+20
.5,
49
.9',
Water Valve
+23
.0,
33
.3',
Ha
nd
h
o
le
+33
.0,
74
.2',
Fire P
lug
+37
.6,
73
.6',
Water Valve
+38
.9,
48
.5',
Ha
nd
h
o
le
+43
.5,
58
.2',
Ha
nd
h
o
le
+44
.6,
54
.2',
Tra
ff
ic S
train P
ole
+54
.8,
56
.4',
Mon
u
ment
+49
.7,
73
.3',
Traff
ic Pe
destal
+52
.2,
92
.6',
Ligh
t P
ole
+52
.8,
66
.7',
Tra
ff
ic S
train P
ole
+60
.8,
62
.4',
Ha
nd
h
o
le
+73
.0,
5.0',
De
te
c
tor Hou
s
ing
+74
.4,
67
.6',
Well
+75
.2,
45
.8',
Ha
nd
h
o
le
+82
.1,
53
.0',
Rebar Fou
n
d
20
+46
.5,
74
.7',
Well
+51
.2,
61
.5',
Hand
h
o
le
+52
.6,
56
.2',
Traff
ic Strain Pole
+52
.6,
68
.2',
Ligh
t Pole
+58
.3,
66
.1',
Post
+59
.9,
64
.5',
Post
+61
.7,
96
.4',
Well
+65
.6,
91
.5',
Mis
c.
MH
+66
.2,
81
.3',
Mis
c.
MH
+66
.7,
83
.0',
Mis
c.
MH
+66
.7,
85
.4',
Mis
c.
MH
+67
.5,
36
.7',
Hand
h
o
le
+72
.3,
50
.4',
Ligh
t Pole
+75
.8,
80
.3',
Mis
c.
MH
+76
.1,
77
.4',
Mis
c.
MH
+77
.2,
66
.5',
Mis
c.
MH
+81
.7,
63
.6',
Well
+86
.7,
59
.6',
Well
+88
.9,
89
.3',
Post
+89
.2,
74
.5',
Post
+92
.3,
74
.5',
Post
116th St.
App. Exist. R/W
App. Exist. R/W
18" rcp
App. Section Line
3
5
Ap
p
.
P
.L.
Ap
p
.
P
.
L.
Ap
p
.
P.L.
2" pv
c6" pvc
42
" rcp
12
" rcp
8" pv
c
8" pvc
(gas pumps)
(block ca
r wash)
con
c.
conc.
con
c.
conc. conc.
con
c.
conc.
conc.
conc.
conc. conc.
conc.
conc.
conc.grass
grass
gra
ss
gra
ss
gra
s
s
grass
grass
grass
grass
grass
grass
grass
grass
grass
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
a
s
p
h
a
l
t
riprap
planter
planter
mulch
riprap
12
" rcp
12
" rcp
grass
asphalt
12
" rcp
12
" rcp
con
c.
gra
ss
conc.
grass planter
8" vcp
6" vcp
42
" rcp
21" rcp
4
2
" rcp
12" rcp
(gas pumps)
O/H Canopy conc.
grass
con
c.
30
" rcp
8" pvc
1
2" rc
p
12" rcp
O/H Canopy
conc.
conc.
conc.
conc.
asphalt
asphalt
asphalt 12
"
rcp
12" rcp 12" cp
p
48" rcp
12" rcp
12" rcp conc.
42" rcp
12" rcp
820
810
800
790
840
830
820
810
800
840
830
App. P.L.
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
4
0
asphalt
as
ph
alt
asph
a
lt
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
+86
.7,
59
.6',
We
ll
+90
.4,
86
.9',
P
os
t
+13
.2,
89
.6',
P
os
t
+16
.1,
89
.4',
P
os
t
21
+20
.3,
52
.8',
Ligh
t P
ole
+21
.2,
34
.2',
Ligh
t Pole
+21
.9,
59
.3',
Mis
c.
MH
+26
.0,
45
.2',
Ligh
t P
ole
+26
.2,
81
.1',
Mis
c.
MH
+26
.2,
83
.1',
Mis
c.
MH
+27
.8,
54
.6',
We
ll
+27
.9,
99
.5',
Inlet
+28
.3,
77
.2',
Misc.
MH
+35
.0,
75
.0',
Unk
n
o
wn Objec
t
+35
.2,
32
.8',
Inle
t
+35
.9,
82
.9',
Mis
c.
MH
+36
.3,
64
.2',
Mis
c.
MH
+36
.3,
80
.8',
Mis
c.
MH
+36
.5,
74
.5',
P
os
t
+40
.1,
74
.6',
P
os
t
+43
.1,
91
.8',
Misc.
MH
+44
.5,
86
.8',
Misc.
MH
+45
.7,
83
.1',
Mis
c.
MH
+45
.8,
81
.0',
Mis
c.
MH
+46
.8,
65
.0',
Mis
c.
MH
+55
.1,
83
.4',
Mis
c.
MH
+55
.5,
64
.7',
Mis
c.
MH
+60
.7,
74
.7',
P
os
t
+61
.4,
89
.2',
Mis
c.
MH
+63
.2,
23
.8',
Sanit
ary Ma
nh
o
le
+64
.2,
89
.9',
P
os
t
+64
.3,
43
.4',
Inlet
+66
.7,
53
.5',
Ligh
t P
ole
+69
.4,
45
.4',
Sign
+81
.7,
74
.0',
We
ll
+88
.2,
68
.4',
Mon
u
ment
+89
.7,
51
.1',
Inlet
+90
.4,
32
.7',
Inle
t
+98
.1,
35
.2',
S
ign
22
+06
.9,
57
.9',
Sign
+06
.9,
64
.4',
Ligh
t Pole
+07
.0,
49
.3',
S
ign
22
+07
.8,
38
.3',
Dete
c
tor Hou
sing
+07
.9,
39
.1',
Dete
c
tor Hou
sing
+09
.4,
45
.7',
Rebar Fou
n
d
+16
.1,
63
.1',
Sign
+16
.3,
54
.8',
Sign
+24
.7,
45
.5',
Hand
h
o
le
+24
.9,
43
.3',
Inlet
+40
.5,
71
.8',
Tree
+52
.3,
55
.4',
Guy
Wire
+52
.6,
52
.2',
Re
ba
r Fou
n
d
+52
.6,
72
.2',
Combina
ti
on
P
ole
+52
.8,
60
.2',
Guy
Wire
+53
.7,
57
.3',
Guy
Wire
+54
.1,
64
.5',
Te
leph
o
n
e
P
edestal
+54
.1,
62
.8',
Te
leph
o
n
e
P
edestal
+55
.2,
54
.4',
Guy
Wire
+60
.5,
44
.9',
Guy
Wire
+61
.0,
55
.8',
Guy
Wire
+61
.3,
53
.7',
Guy
Wire
+62
.6,
64
.7',
Combinati
on
Pole
+63
.4,
43
.8',
Sign
+68
.6,
58
.9',
Guy
Wire
+68
.9,
46
.2',
Combinati
on
Pole
+69
.4,
63
.0',
Guy
Wire
+69
.9,
59
.4',
Guy
Wire
+72
.7,
92
.9',
Hand
h
o
le
+74
.7,
92
.5',
Uti
l
i
t
y Line Marke
r
+76
.5,
75
.9',
Hand
h
o
le
+78
.6,
79
.1',
Combina
ti
on
P
ole
+84
.1,
45
.0',
Guy
Wire
+88
.3,
34
.1',
Ligh
t Pole
+91
.1,
43
.1',
Gas
Line Marker
+99
.2,
46
.1',
Rebar Fou
n
d
23
+04
.7,
45
.3',
Sign
+04
.9,
53
.5',
S
ign
+06
.3,
36
.5',
Gas
Valve
+07
.3,
40
.1',
Mag Nail
23
+31
.4,
50
.6',
Mon
u
me
nt
+54
.5,
33
.0',
Inlet
+58
.1,
36
.3',
Sign
+58
.7,
21
.0',
Dra
ina
ge
Ma
nh
o
le
+62
.8,
29
.0',
Inle
t
+77
.8,
81
.5',
Sign
24
+14
.4,
80
.8',
Sign
+25
.1,
37
.7',
Tree
+31
.3,
58
.2',
Water Valve
+34
.3,
37
.8',
Tree
24
+41
.1,
35
.4',
Misc.
P
ole
+41
.2,
35
.4',
Combinati
on
Pole
+42
.9,
61
.9',
Guy
Wire
+43
.0,
54
.2',
Mis
c.
P
ole
+43
.1,
54
.2',
Mis
c.
P
ole
+43
.9,
38
.4',
Tree
+64
.4,
35
.5',
Ligh
t P
ole
+94
.3,
31
.9',
Mail
bo
x
+98
.2,
24
.2',
Mon
u
ment
25
+03
.1,
31
.2',
Tree
+24
.8,
35
.6',
Tre
e
PROPERTY GROUP LLC
MILLER McCOMAS
KAREN C BROWN
CHARLES M &DANETTE M. ROLAND
WOODLAND SHOPPES
Lot 1
WOODLAND GOLF CLUB SUBDIVISION
30.0'
20.0'
Easement
Utility
Easement
Utility
790
42
" rcp
(1-sty block gas station)
21
+06
.9,
35
.6',
Dra
ina
ge Mh.
+16
.2,
42
.6',
Tele.
P
ole
+20
.8,
44
.0',
Comb.
Pole
+18
.0,
43
.8',
Elec
.
P
edestal
+32
.7,
43
.4',
Elec
.
Meter Box
+34
.8,
43
.1',
Elec
.
Meter Box
Lin
e
"PR-RL1"
2
0
+
0
0
Line "PR-S1A"
Lin
e
"R
L"
Line "S-1-A"
asphalt
Line "S-1-A" & "PR-S1A"
P.O.T. 42+04.12 "PR-S1A"
P.O.T. 26+00.00 "S-1-A" =
P.R.C. 37+45.54 "PR-S1A"
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
25+0020+00
+46
.8,
51
.9',
Mon
.
R
a
n
g
e
Lin
e
R
d
.
W
e
s
tfie
ld
B
lv
d
.
Do Not Disturb Pipe
Str. No. 348
Str. No. 400
Str. No. 308
Str. No. 402
Str. No. 355
Str. No. 357
Str. No. 356
Str. No. 354
Str. No. 351
Str. No. 349
Ap
p
.
E
x
is
t
.
R/
W
Constr. Limits
App. P.L. & R/W
P.I. 108+56.97 "PR-RL1"
Str. No. 305
P.R.C. 106+61.52 "PR-RL1"
Ap
p
.
Ex
is
t
.
R
/
W
+13
.2,
23
.0',
Dra
ina
ge
Manh
o
le
+15
.2,
72
.3',
Dra
ina
ge
Manh
o
le
+30
.2,
73
.8',
Ga
s
Valve
+30
.9,
91
.9',
Inlet
+33
.5,
87
.7',
Post
+45
.5,
40
.1',
Dra
ina
ge
Manh
o
le
+46
.5,
61
.3',
Mon
u
ment
+47
.7,
79
.5',
Ha
nd
h
o
le
+48
.9,
90
.6',
Rebar Fou
n
d
P
.
R
.
C
.
1
0
9
+
2
1
.
9
2
"P
R
-R
L1
"
con
c.gra
s
s
P.L.(50.42')
+P.L.(+03.34)
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61
R = 950.00'
E = 5.56'
S.E. = N.C.
CURVE DATA
P.I. = 38+08.54 "PR-S1A"
T = 63.00'
L = 125.34'
R = 500.00'
E = 3.95'
S.E. = N.C.
P.O.T. 19+90.00 "RL"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
App. Exist. R/W
R/W
54'
+00 "PR-RL1"
19
+05
.9,
46
.5',
Guy
Wire
+17
.1,
32
.1',
Clea
no
u
t
+17
.2,
32
.2',
Inlet
+21
.9,
33
.6',
Hand
h
o
le
+22
.5,
46
.5',
Combina
ti
on
P
ole
+22
.7,
42
.8',
Traff
ic Pedestal
+26
.5,
5.0',
De
te
c
tor Hou
s
ing
+26
.6,
44
.8',
Tele
ph
o
n
e
Pedestal
+28
.8,
44
.6',
Combina
ti
on
P
ole
+32
.5,
46
.1',
Hand
h
o
le
+35
.6,
47
.8',
Fire Hyd
rant
+37
.9,
48
.1',
Water Valve
+44
.4,
55
.1',
Traff
ic Strain Pole
+45
.5,
57
.8',
CATV P
edestal
Ap
p
.
Ex
is
t
.
R
/
W
+51
.4,
54
.1',
Water Valve
+53
.5,
69
.4',
Rebar F
ou
n
d
+63
.6,
27
.0',
Tele
ph
o
n
e
Manh
o
le
+69
.1,
26
.6',
Tele
ph
o
n
e
Manh
o
le
P.
I.
1
0
6
+
8
7
.8
7
"
P
R
-
RL1
"
P
.T.
1
0
7
+
1
4
.1
2
"
P
R
-
RL1
"
Ap
p
.
Se
c
ti
o
n
Lin
e
P.I. 34+98.11 "PR-S1A"
P.I. 36+75.13 "PR-S1A"
Str. No. 307
39+55.00 "PR-S1A"
END CONSTRUCTION
P.T. 38+70.88 "PR-S1A"
P.O.T. 22+03.76 "S-1-A"
P.I. 38+08.54 "PR-S1A" =
56'
+85 "PR-RL1"
Str. No. 306
59'
+15
64'
+07
Str. No. 350
Str. No. 352
Str. No. 358
asphaltStr. No. 353
P.L.(54.68')
+25
70'
+25
91'
+97
59'
+19 "PR-RL1"
Str
.
N
o
.
3
1
2
64'
+90
S-MART REAL ESTATE, INC.
Temp. R/W
R
/
W
P.L.(56.13')"PR-RL1"
+P.L.(+71.64)
No Curve Run �=0°01'27" RT.
P.I. 20+00.00 "S-1-A"
No Curve Run �=1°36'10" LT.
P.I. 20+00.00 "RL" =
T
e
m
p
.
R
/
W
Ap
p
.
P.L.
&
R/
W
Str. No. 310
Temp. R/W
Temp. R/W
Str. No. 309
P.L.(82.74')
+P.L.(+51.99) "RL"
59.29'
+85.93 "RL"
P.L.(50.00')
+24.03 "RL"
3" pvc - forcemain
grassgrass
3" pv
c - force
main
P.L.(52.35')
+P.L.(+58.05)
Do Not Disturb Sign
Tank Caps & Light Pole
Do Not Disturb Wells,
Str. No. 348A
Ap
p
.
P
.L.
R/W
R/W
R/W
70'
+05 "PR-RL1"
90'
+25 "PR-RL1"
44'
+40
P.L.(40.39')
+00
Ap
p
.
P
.L.
LLC.
COYOTE ENTERPRISES,
75'
+00 "PR-RL1"
95'
+20 "PR-RL1"
Temp. R/W
50'
+40
P.L.(42.21')
+07.94
47'
+07.19
LD
LDLD
LD
EM EME
GM
PPST PPST
PPST PPST
PPST PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
PPST
PPST
PPST
MB
MAG
MON
MON
MON
MON
MON
MON
W
W
W
W
W
W
W
W
W
W
W
W
W
PPST PPST PPST PPST
PPST PPST PPST PPST
PPST PPST
PPST PPST
PPST
PPST
RB-0
T
T
H
H
H
H H
H
H
H
H
CC-TR
WV
WV
WV
CC-TR
T H
WV
C
WV
H
RB-0
G
PZZZ
H
H
H
T
G
PF
35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
81
8
.9
81
8
.9
81
9
.4
81
8
.4
81
7
.3
81
6
.9
81
7
.1
81
7
.7
81
8
.6
81
9
.7
82
0
.8
82
1
.9
82
2
.5
8
1
9
.
4
0
8
1
9
.
1
0
8
1
8
.
2
4
8
1
7
.
8
8
8
1
8
.
0
3
8
1
8
.
6
9
8
1
9
.
7
2
Profile Grade
P.G. EL. 819.81
39+55.00 "PR-S1A"
END CONSTRUCTION
Ex. 811.08Ex. 811.28
Exist. 18" Pipe
Ex. 811.74
Exist. 21" Pipe
S
t
r
.
N
o
.
3
0
8
1
0
8
+
2
4
.
7
"P
R
-RL1
"
E
xis
t.
M.
H.
Exist. 21" Pipe
S
t
r.
N
o
.
3
5
1
M
.H
.
3
7
+
0
9
.0
810.99
+46.4
811.24
+67.1
(Downstream)
Remain in Place
Exist. 48" RCP to
(Upstream)
Remain in Place
Exist. 48" RCP to
See Roundabout Spot Elevations
225.00' V.C.
P.V.I. EL. 816.60
P.V.I. 38+00.00
+0.751%-2.479%
P
.
V.
I
.
EL
.
8
1
9
.
5
0
P
.
V.
I
.
3
6
+
8
3
.
0
4
P
.
V.
I
.
E
L
.
8
1
9
.
6
0
P
.
V.
I
.
3
5
+
2
9
.
8
7
+2.077%
Existing Ground
Str.
No
.
3
4
8
M
.H
.
3
5
+
1
1
.0
Str.
No
.
3
5
4
In
le
t
3
8
+
0
7
.0
Str.
No
.
3
5
6
In
le
t
3
8
+
1
3
.0
813.55
812.12 Ex. 811.53
S
t
r
.
N
o
.
3
5
2
M.
H.
3
7
+
7
3
.
2
812.67812.66
812.50
812.85
S
t
r
.
N
o
.
3
5
8
M.
H.
3
8
+
4
7
.
0
33' of 12" Pipe @ 0.55%
32' of 12" Pipe @ 0.50%
812.15
26' of 15" Pipe @ -0.50%
814.50 812.25
7' of 18" Pipe @ -0.43%
TJM
NRM
RJC
NRM LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-S1A.02.dgn5/24/2021 09:43:29 AMjhofman
Ind
ia
n
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Sh
a
de.t
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-Pdf.p
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cfg
CITY OF CARMEL
16-ENG-37
29 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
0
1
5
L = 60.19'
CURVE DATA
T = 30.24'
P.I. = 11+50.96 "PR-S2A"
R = 250.00'
E = 1.82'
S.E. = N.C.
CURVE DATA
T = 20.14'
L = 40.20'
P.I. = 13+28.94 "PR-S2A"
R = 250.00'
E = 0.81'
S.E. = N.C.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
820
810
800
840
830
840
820
810
800
830
El. 829.45
of Intersection Medical Dr. & 40'± W of � Rangeline Rd.
TBM #52 - Chisled "X" on E most Bolt of Fire Hydrant at NW Cor.
For Proposed Drainage Structures, see Construction Details.
Line "PR-S2A" to be Constructed.
All R/W Described from Line "PR-S2A", Except as Shown.
NOTES:
(woo
d
ga
te
)
(brick CVS)
(Autozone)
(1-sty block)
con
c.
c
o
n
c.
con
c.
con
c.
conc.
conc.
conc.
conc.
conc.
conc.
conc.
conc.
grass
grass
grass
grass
grass
grass
asphalt
asphalt
asphalt
asphalt
asphalt
asph
alt
asphalt
planter
planter
pla
nter
planter
planter
brick
12" vcp 10
" vcp
6" pv
c
10" vcp 12" vcp
30" rcp
30" rcp
12
" rcp
12
" rcp
12" rcp8" cpp 12" rcp
36
" rcp
12" rcp
36
" rcp
30" rcp 30" rcp
10
+64
.4,
23
.0',
Tree
10
+71
.0,
33
.2',
S
ign
+71
.2,
17
.8',
Ligh
t P
ole
+74
.1,
31
.7',
Ligh
t P
ole
+82
.5,
30
.8',
Ha
nd
h
o
le
+87
.2,
24
.4',
Tree
+89
.8,
26
.8',
Tree
+95
.8,
24
.8',
Ligh
t P
ole
11
+08
.6,
24
.2',
Tree
11
+10
.4,
25
.9',
Tre
e
+30
.0,
24
.8',
Tree
+36
.2,
24
.0',
Tree
+47
.1,
20
.9',
Ligh
t P
ole
+50
.6,
18
.8',
Ligh
t P
ole
+56
.3,
52
.9',
Ligh
t P
ole
+58
.3,
27
.6',
S
ign
+60
.1,
21
.4',
Tree
+69
.2,
28
.7',
S
ign
+70
.1,
85
.7',
Tree
+70
.7,
61
.4',
Inle
t
+72
.7,
45
.5',
Dra
ina
ge
Manh
o
le
+76
.9,
47
.5',
Ligh
t P
ole
+77
.9,
57
.7',
Ha
nd
h
o
le
+79
.1,
31
.9',
Traff
ic S
train P
ole
+84
.8,
26
.1',
Fire Hyd
rant
+86
.3,
47
.1',
Clea
no
u
t
+87
.7,
27
.9',
Water Valve
+90
.7,
51
.9',
Water Valve
+91
.3,
25
.2',
Water Me
te
r
+92
.7,
50
.5',
Inle
t
+94
.9,
5.4',
Detec
tor Hou
sing
+96
.0,
15
.0',
Water Valve
12
+05
.2,
60
.9',
Tre
e
+12
.4,
38
.4',
Mon
u
m
ent
+13
.4,
33
.8',
Ha
nd
h
o
le
+17
.9,
94
.3',
Te
leph
o
n
e P
edes
tal
+25
.7,
91
.2',
Ha
nd
h
o
le
12
+56
.6,
52
.4',
Dra
ina
ge
Manh
o
le
+63
.4,
80
.1',
Tree
+64
.6,
33
.7',
Traff
ic P
edes
tal
+64
.9,
6.5',
Sa
nit
a
ry Manh
o
le
+65
.3,
73
.5',
Bush
+65
.7,
64
.9',
Tree
+66
.8,
19
.7',
Mon
u
m
ent
+67
.2,
55
.9',
Inle
t
+69
.3,
25
.0',
Traff
ic S
train Pole
+70
.5,
93
.4',
G
as Va
lve
+71
.2,
20
.9',
Ha
nd
h
o
le
+72
.4,
54
.1',
S
prink
ler Con
trol Valve
+74
.9,
94
.9',
S
prink
ler Con
trol Valve
+75
.5,
31
.5',
Bush
+75
.9,
34
.5',
Bush
+76
.1,
43
.0',
Traff
ic S
train P
ole
+76
.7,
75
.8',
Tree
+82
.1,
32
.1',
Ha
nd
h
o
le
+84
.4,
26
.3',
Tree
+86
.8,
17
.6',
Bush
+89
.8,
28
.2',
Ha
nd
h
o
le
+91
.0,
17
.8',
De
te
c
tor Hou
s
ing
+91
.0,
31
.4',
Ligh
t P
ole
+91
.4,
31
.7',
Ligh
t P
ole
+94
.2,
26
.9',
Tree
13
+11
.4,
63
.8',
Bee
hive Inlet
13
+31
.8,
21
.5',
Tree
+33
.4,
25
.2',
Bush
+46
.3,
25
.4',
Tree
+52
.0,
89
.3',
P
ost
+52
.1,
94
.7',
P
ost
+52
.3,
99
.5',
P
ost
+63
.1,
24
.5',
Tree
+64
.6,
54
.6',
Water Valve
+72
.2,
18
.0',
Tree
+77
.9,
23
.9',
Bush
+79
.0,
68
.2',
Bee
hive
Inlet
+81
.3,
23
.8',
Bush
+83
.6,
17
.8',
S
ign
14
+11
.7,
34
.3',
Fire P
lug
14
+12
.0,
35
.1',
Ligh
t P
ole
+12
.9,
31
.9',
Water Valve
+13
.5,
30
.2',
Tree
+15
.2,
23
.3',
S
prink
ler Con
trol Valve
+15
.4,
21
.0',
S
prink
ler Con
trol Valve
+17
.1,
19
.5',
Tree
+23
.6,
29
.4',
Mon
u
m
ent
+24
.9,
19
.9',
S
prink
ler Con
trol Valve
+36
.1,
33
.0',
Hos
e Bib
+39
.6,
68
.0',
Bee
hive
Inlet
+48
.5,
32
.5',
S
ign
+54
.4,
36
.1',
Drainage Manh
o
le
+58
.8,
87
.5',
Drainage Manh
o
le
+60
.0,
12
.7',
Water Valve
+60
.9,
26
.5',
Water Valve
+64
.4,
45
.9',
Bush
+64
.4,
42
.2',
Tree
+67
.6,
32
.9',
Bush
+68
.8,
15
.2',
Drainage Manh
o
le
+70
.8,
25
.2',
Water Valve
+74
.2,
55
.9',
Bush
+77
.9,
72
.5',
Combinati
on
Pole
+77
.9,
58
.5',
G
uy
Wire
+78
.3,
56
.7',
G
uy
Wire
+78
.6,
60
.3',
Bush
+81
.0,
34
.6',
S
ign
+81
.8,
36
.4',
S
ign
+82
.3,
43
.2',
C
ombinati
on
P
ole
+87
.3,
30
.6',
Tree
+87
.6,
43
.6',
G
uy
Wire
+90
.2,
57
.9',
Mon
u
m
ent
+92
.4,
30
.9',
Tree
+99
.9,
39
.2',
Water Me
te
r
P.O.T. 10+00.00 "PR-S2A"
N 90°00'00" E
Line "PR-S2A"
N 89°49'07" E
P.O.T 14+00.00 "S-2-A"
P.O.T. 15+00.00 "PR-S2A"
N 89°49'07" E
Line "PR-S2A" &"S-2-A"Line "S-2-A"Line "S-2-A"
Ap
p
.
S
e
c
t
i
o
n
Lin
e
Ap
p
.
Exis
t.
R
/
W
Ap
p
.
E
xis
t.
R
/
W
II COMPANY
BARNES INVESTMENTS
AUTOZONE INC
Medical Dr.
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
E
xist.
R/
W
KRG CENTRE LLC
Ap
p
.
P.L.
Ap
p
.
P.
L.
gras
s
12
" cpp
grass
grass
con
c.
grass
gras
s
a
sph
a
lt
as
ph
alt
grass
grass
a
sph
a
lt
asph
alt
R
a
n
g
e
Lin
e
R
d
.
gra
s
s
conc.
8" pv
c
30.0'Utility Easement
asphalt
asphalt
TBM#52
12
" vcp
P.C. 11+20.72 "PR-S2A"
P.O.T. 10+95.21 "S-2-A"
P.I. 13+28.94 "PR-S2A"=
P.T. 11+80.91 "PR-S2A"
No Curve Run �=22°49'37" LT.
P.I. 12+25.69 "PR-S2A" =
10+00
P.O.T. 10+00.00 "S-2-A"
P.O.T. 26+75.74 "RL" =
P.O.T. 114+77.31 "PR-RL1"=
1
1
5
+
0
0
P.C. 13+08.79 "PR-S2A"
P.T. 13+48.99 "PR-S2A"
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
P.I. 11+50.96 "PR-S2A"
Str. No. 504
Str. No. 505Str. No. 503
Str. No. 501
Str. No. 518
Str. No. 519
Str. No. 520
Str. No. 521
Str. No. 511
Str. No. 508
Str. No. 512
14+06.00 "PR-S2A"
END CONSTRUCTION
Lin
e
"RL"
&
"P
R
-R
L1
"
6" steel
grass
con
c.
grass
gra
ss
con
c.
overhang
conc.
Str. No. 509
Str. No. 510
790790
91°01'55"
81°49'06"
Str. No. 401B
Str. No. 506
Str. No. 507
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Str. No. 502
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
R/
W
R/
W
R/W
R/W
28'
+90
35'
+28
34'
+90
70'
+15 "PR-RL1"
P.L. (45')
+34 "PR-RL1"
45.45'
+15.99 "PR-RL1"
14.76'
+06
31'
+06
55'
+96
35'
+30
32'
+18
61'
+09 "PR-RL1"
63'
+05 "PR-RL1"
48'
+05 "PR-RL1"
45'
+09 "PR-RL1"
Te
m
p
.
R
/
W
R/W
+90
.5,
18
.6',
S
prink
le
r Va
lve
T
e
m
p
.
R/
W
R/W
Temp. R/W
R/W
23'
+18
Temp. R/W
24'
+18
P.L. (45')
+27 "PR-RL1"
63'
+15 "PR-RL1"
38'
+17
App. Exist. R/W
App. Exist. R/W
70'
+37 "PR-RL1"
60'
+24 "PR-RL1"
P.L. (45')
+89 "PR-RL1"
65'
+80 "PR-RL1"
52'
+89 "PR-RL1"
47'
+80 "PR-RL1"
52'
+97 "PR-RL1"
49.50' "PR-RL1"
+99.50
P.L.(36.07')
+25
T
e
m
p
.
R/
W
Temp. R/W
41.79'
+25
35'
+96
55'
+55
63'
+55
63'
+85.21
Temp. R/W
Constr. Limits
LD
LD
H
H
H H
PPST
PPST
PPST PPST
MON
MON MON
MON
T
H
H
CC-TR
C
WM
WM
WV
WV
WV
WV
WV
WV
WV
WV
RB-0
H B
PZZZ PZZZ PZZZ PZZZ
H
H
MON
PPST
MON
PPST
PPST
PPST
PPST
F P
11+00 12+00 13+00 14+00 15+00
8
2
8
.5
8
2
7
.4
8
2
6
.0
8
2
6
.1
8
2
6
.4
8
2
5
.8
8
2
5
.6
8
2
5
.1
8
2
4
.3
8
2
3
.7
10+00
Existing Ground
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
14+06.00 "PR-S2A"
END CONSTRUCTIONSee Roundabout Spot Elevations
Exist. 12" San. Sewer Pipe
Ex. 808.52Ex. 809.17
1
4
+
6
8
.8
E
xis
t
.
S
a
n
.
M.
H.
Str. No. 401B
Exist. San. M.H. 114+60.1 "PR-RL1"
LINE "PR-S2A"NRM
TJM
NRM
RJC
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
1" = 30'
1" = 10'
PLAN AND PROFILE
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PP.PR-S2A.01.dgn5/24/2021 09:43:30 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
30 129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
GRAHAME D. & DIANA J. CURTS
21" rcp
C
ar
m
el
C
k.grass
asphalt
conc.(1-sty brick/frame)
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
ASSOCIATION INC
HOMEOWNERS
CREEKSIDE
asphalt
conc.
192" cmp
asphalt
asphalt
conc.
12" rcp
12" rcp
42" rcp
grass
CORNER ASSOCIATES LP
asphalt
co
n
c.
asphalt
(1-sty brick)
grass
grass
conc.
grass
conc.
asphalt
grass
conc.
grass
grass
42" rcp conc. conc.grass
O/H Canopy
(gas pumps)
asphalt
(1-sty block gas station)
grass
1
0
5
asphalt con
c.
104+00.00 "PR-RL1"
BEGIN PROJECT
grass
asphalt
P.C. 106+08.38 "PR-RL1"
R
15
15
13
15
15
K
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
CURVE DATA
S.E. = N.C.
P.I. = 106+34.97 "PR-RL1"
E = 0.69'
R = 510.00'
L = 53.14'
T = 26.60'
A
A
Westfield Blvd.
Adjust Casting to Grade
Str. No. 300 +
56
.6
RT.
+
9
8
.
8
L
T
.
Class III Drive Req'd.
W = 24.0'
C1
+80.0 RT.
5' of 12" Pipe Req'd
Inlet, Type "J-10" &
Str. No. 302
Str. No. 303
+
80
.0, 40.5' RT.
+
79
.0
RT.
+
4
8
.
3
,
4
3
.
5
'
R
T
.
Str. No. 306
+
86
.0
LT
.
Str. No. 304
A
A
R1
R1
28.90' RT.
+75.00
29.00' LT.
+75.00
4.41' LT.
+40.00
5.60' RT.
+40.00
Str. No. 305
26' of 12" Pipe Req'd
Manhole, Type "C-10" &
Ap
p
.
P
.L.
App. Exist. R/W
70' R/W
Flo
w
App. Exist. R/W
App. Section Line
App. Exist. R/W
App. P.L.
App. Exist. R/W
Line "PR-RL1"
Line "PR-RL1"
App. Exist. R/W
R/W
50' R/W Constr. Limits
Constr. Limits
F
Constr. Limits
15
F
15
A
X1
+
1
6
.
4
F
22
14
24.00' RT.
+54.88
F
X3
conc.
F
30.21' LT.
+40.00 K
X2
30.68' RT.
+40.00
K
1613
T
P.T. 107+14.12 "PR-RL1"
P.I. 106+87.87 "PR-RL1"
A
R/W
R/W
P.R.C. 106+61.52 "PR-RL1"
38.00' RT.
+76.9931.00' RT.
+54.88
5.00' LT.
+91.11
(Connect to Exist. Pipes)
4' of 42" Pipe Req'd
Manhole, Type "K-4" &
30.00' RT.
+77.11
R/W
3
0
'-
0
"
2
4
'-
0
"
5
'-0
"
5
'-0
"
5'-0"
5
'-
0
"
6
'-0
"
90°0'0"
6'-0"
5
'-0
"
6
'-
0
"
29'-0"
5'-0"
6'-0"
13
& Adjust Casting to Grade
Flat Casting Req'd, Furnish
Temp. R/W
Temp. R/W
74' of 12" Pipe Req'd
Manhole, Type "C-10" &
Str. No. 303A
43' of 12" Pipe Req'd
Inlet, Type "J-10" &+
4
5
.
0,
5
3
.
5'
L
T.
COYOTE ENTERPRISES, LLC.
5.00' RT.
+91.11 20'R
20'R
20'
R
4
4
A
p
p
.
P.
L.
R/W
R/W
R/W
R/W
S-MART REAL ESTATE, INC.
Ap
p
.
P
.L.
Temp. R/W
P.I. 106+34.97 "PR-RL1"
Class III Drive Req'd.
W = 33.5'
+
2
7
.
6
91°4'38"
PR-RL1)
(Tan. to
10'
R
Future Drive Entrance
C1
and Adjust to Grade
Casting, 13, Furnish
Str. No. 301
E
=
1
0
.
9
0
S
.
E
.
=
N
.
C
.
W
W
W
WW
W
W
W
W
W
H
H
H
W
V
GM
G
M
MB
W
V
C
W
V
H
T
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
CONSTRUCTION DETAILS
LINE "PR-RL1"
RJCTJM
NRM NRM
1"=20'
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
31
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-RL1.01.dgn5/24/2021 09:43:32 AMjhofman
Ind
ia
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Sh
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-Pdf.p
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
asphalt
con
c.
gra
ss
asphalt
conc.
conc.42" rcp
grass
(gas pumps)
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
CORNER ASSOCIATES LP
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
42" rcp
Ap
p
.
S
e
c
ti
o
n
Lin
e
App
.
Exis
t.
R
/
W
gra
s
s
con
c.
2" pvc
6" pvc
3" pvc
Ap
p
.
Exis
t.
R
/
W
SPEEDWAY LLC
conc.
asphalt
gra
ss
con
c.
con
c.
21
" rcp
as
ph
alt
1
1
6
th
S
t
.
asph
a
lt
a
sph
alt
12
" rcp
asph
alt
grass
gras
s
12" rcp
12
" rcp
(brick Walgreens)
KRG CENTRE LLC
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
6" vcp
8" vcp
conc.
grass
App. Exist. R/W12" rcp
42" rcp
asphalt
conc.
grass
Ap
p
.
Exis
t.
R
/
W
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
Lin
e
"PR
-S
1
A"
P.I. 109+60.52 "PR-RL1"
12
" rcp
12
" rcp
conc.
conc.
12" rcp
12" rcp
12
" rcp
12" rcp
gra
s
s
asphalt
asphalt
conc.
21" rcp
asphalt
12" vcp to 12" cpp12" pvcbrick
conc.
grass
grass
24
" rcp
42" rcp 36" rcp
Range Line Rd.
grass
grass
asphalt
conc.
grass
12" vcp
grass
con
c.
aspha
lt
App. Exist. R/W
App. Exist. R/W
8" vcp
con
c.
6" pvcgrass
8"
p
v
c8" vcp
30
" rcp
8" pv
c
30" rcp
8" pvc
8" pvc
Ap
p
.
P
.L.
35.0'Ap
p
.
P
.L.
S
H
O
P
P
E
S
W
O
O
D
L
A
N
D
ACQUISITION CORPORATION
VCA REAL PROPERTY
grass
aspha
lt
con
c.
(2-sty stone)
gra
s
s
asphalt
Ap
p
.
P.L.
(Autozone)
conc.
con
c.
Line "PR-RL1"
P.R.C. 109+21.92 "PR-RL1"
12" cpp
App. Section Line
K
K
R
R
13
13
15
15
� ROUNDABOUT
T
16
13
F1
Ap
p
.
Ex
is
t.
R
/
W
CURVE DATA
P.I. = 109+60.52 "PR-RL1"
T = 38.60'
L = 77.05'
R = 510.00'
E = 1.46'
S.E. = N.C.
1
1
0
A
A
F1
29
'-0"
2
9
'-0
"
90°0'0"
90°0'0"
90°0'0"
+
9
1
.1
+
9
3
.3
W = 35.7'
Class III Drive Req'd.
W = 28.0'
Str. No. 316
Str. No. 401
Adjust Casting to Grade
Str. No. 315+
34.0 RT.
Adjust Casting to Grade
Str. No. 314
+
3
1
.
6
L
T.
+
6
3
.
9
L
T.
Adjust Casting to Grade
Str. No. 317
C1 C1
Str. No. 346
See Line "PR-S1A"
Str. No. 344
See Line "PR-S1A"
Str. No. 307
Str. No. 349
See Line "PR-S1A"
See Line "PR-S1A"
Str. No. 402
See Line "PR-S1A"
Str. No. 350
Str. No. 312
+
9
8
.
0
R
T.
Str. No. 310
+80.0 LT.
F1
F
8
'-
0
"
5
'-
0
"
8
'-
0
"
F1
A
13
15
See Line "PR-S1A"
Str. No. 347
See Line "PR-S1A"
Str. No. 345
App. Exist. R/W
(gas pumps)
Str. No. 308
13
A
6.
5'
R
T.
+
7
3
.
1,
+
30
.6, 36
.7' RT.
Constr. Limits
Constr. Limits
asph
alt
6'-
0"5'-0"
R/W
Ap
p
.
P.L.
& R/
W
App. P.L. & R/W
App. Exist. R/W
15A
A
5
'-
0
"
App. Exist. R/W
8'-0"
P.T. 109+98.97 "PR-RL1"
13.9' RT.
+34.
2,
15
+
9
9
.0
29.00' RT.
+66.20
6.68' RT.
+50.00
27.53' LT.
+50.00
6.49' LT.
+50.00
C1
29'-0"
PR-RL1")
(Tan. to
Adjust Casting to Grade
Str. No. 309
W = 54.1'
+
2
6
.
6
X6
P.I. 36+75.13 "PR-S1A"
6'-0"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
O.P.O.C. 36+08.35 "PR-S1A", 7.94' RT.
O.P.O.T. 107+80.65 "PR-RL1", 5.81. RT. =
conc.
INC
AUTOZONE
P.T. 107+14.12 "PR-RL1"
37'-0"
10'-0"
29'-0"
X9
F
X8
X7
X4
X5
8'-0"
6'-0"
F1
X12
X11
X10
App. Exist. R/W
+67.0, 42.3' RT.
90°0'0"
P
.I
.
3
4
+
9
8
.1
1
"
P
R
-
S1
A"
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61'
R = 950.00'
E = 5.59'
S.E. = N.C.
13
13
K
15
13
15
13
K
K
5'-0"
6'-0"
R/W
14
A
Constr. Limits
R/
W
See Line "PR-S1A"
Str. No. 348
7.2' RT.
+
24
.7,
Str. No. 400
37.7' RT.+43.8,
See Line "PR-S1A"
Str. No. 351
9.00' LT.
+71.11
2 LFT
Reconstruct Manhole
& Adjust Casting to Grade
Flat Casting Req'd, Furnish32' of 12" Pipe Req'd
Inlet, Type "R-13" &
41' of 12" Pipe Req'd
Inlet, Type "J-10" &
To Remain As Is
To Remain As Is
Str. No. 401A
Str. No. 317A+
55
.9, 14
.8' RT.
Temp. R/W
Temp. R/W
Temp. R/W
Manhole 2 LFT
Reconstruct
Manhole 2 LFT
Reconstruct
9.00' RT.
+70.11
30.00' LT.
+77.00
30.00' RT.
+78.00
T
e
m
p
.
R/
W
2
1
'-0
"
1
8
'-
0
"
2
1
'-
0
"
3.00' LT.
+96.0
24.00' LT.
+96.0
3.00' RT.
+96.0
24.00' RT.
+96.0
con
c.overhang
30.00' LT.
+11.79
9.00' LT.
+11.79
28.17' RT.
+50.00
6.44' RT.
+47.56
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
& Adjust Casting to Grade
Flat Casting Req'd, Furnish
F
F
Class III Drive Req'd.
W = 25.4'
+
6
4
.4
C1
90°0'0"
Constr. Limits
Constr. Limits
R
R
6
'-0
"
2
1
'-0
"
2
1
'-0
"A
A
A
A
Mod. Class III Drive Req'd.
Mod. Class III Drive Req'd.
Mod. Class III Drive Req'd.
W = 35.6'
Temp. R/W Temp. R/W
Temp. R/WTemp. R/W
P.I. 108+56.97 "PR-RL1"
33.0' RT.
+45.9,
Match Exist.
5'x4'
Temp. R/W
7'R
15'
R
1
0
'
R
30
'R
20
'R
10'R
3
0'
R 30
'R
20
'R
10'R
Match Exist.
5'x4'
6
'-
0
"
8
'-0
"
37.00' RT.
+97.67
6
'
-
0
"
F1
C1
5'R 5'
R
8
'-0
"
3
'-0
"
F
F
See Line "PR-S1A"
Str. No. 348A
152
'-0"
4
4
4
4 4
4
4
4
52.2'R
18
'R
49.68' LT.
+62.16
18
" rcp
78.17' LT.
+30.52
1
0
'-
0
"
35.00' LT.
+35.00
36.7' LT.
+27.0
grassMatch Exist.
47.23' LT.
+72.69
ov
erhang
2.00' LT.
108+00.11 "PR-RL1"
Corner Req'd
Monument, Section
R/W
S-MART REAL ESTATE, INC.
Temp. R/W
LD
LD
LD
LD
EM EM
E
GM
W
W
W
W
W
W
T
H
H
H
H
H
H
H
H
CC
-TR
W
V
WV
CC-TR
T
H
W
V
C
W
V
H
H
B
PZZ
Z
PZZZ
H
H
T
G
P
F
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
RJCTJM
NRM NRM
CONSTRUCTION DETAILS
LINE "PR-RL1"
N/A
1"=20'
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
32
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-RL1.02.dgn5/24/2021 09:43:33 AMjhofman
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Line "PR-RL1"
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
KRG CENTRE LLC
AUTOZONE INC
(Autozone)
Ap
p
.
P
.L.
App. Exist. R/W
conc.
grass
grass
36" rcp
12" vcp
grass
grass
App. Exist. R/W
brick
App. Section LineRange Line Rd.
asphalt
con
c.
conc.
asph
alt
1
1
5
asphalt
grass
riprap
asphalt
conc.
KRG CENTRE LLC
App. Exist. R/W
12" cpp
12" rcp
(12
" brick wall
)
(2-sty brick)grass
8" cpp
12" rcp
12" rcp 12" rcp
asphalt
conc.
36" rcp
12" rcp
36" rcp
grass
(brick CVS)
conc.
con
c.
II COMPANY
BARNES INVESTMENTS
asphalt
conc.
12" rcp
grass conc.
a
s
ph
alt
8" c
pp
24
" cpp asphalt
12
" rcp
App. Exist. R/W
12
" rcp
a
s
ph
alt
conc.grass
conc.
asphalt
12
" rcp
gras
s
asphalt
con
c.
Ap
p
.
P.L.
Ap
p
. P
.L.D & W HOLDINGS LLC
asphalt
con
c.
gra
ss
conc.
conc.
grass
App. Exist. R/W
36" rcp
App. Exist. R/W
conc.
grass
conc.
grass
grass
Ap
p
.
P.L.
O
P
E
R
A
T
I
O
N
S
L
L
C
B
F
S
R
E
T
A
IL
&
C
O
M
M
E
R
C
I
A
L
12
" rcp
grass
asph
alt
36" rcp
LIVING TRUST
REVOCABLE
PATRICIA R. EMMERT
asph
alt
grass
conc.
grass
asphalt
brick
M
e
d
ica
l D
r
.
a
s
ph
alt
6" steel
12
" vcp
30" rcp
conc.
gra
s
s
Con
c.
gra
s
s
conc.
grass
grass
plante
r
asphalt
asphalt
2
1
'-0
"6
'-0
"
2
1
'-0
"
+
6
1
.
1
Class III Drive Req'd.
W = 56.6'
+
2
2
.
6
90°0'0"
90°0'0"
Class III Drive Req'd.
W = 37.2'
+
8
1
.
6 Class III Drive Req'd.
W = 26.5'
+
0
2
.0
6
'-0
"
8
'-0
"
+
70
.9, 18
.6' RT.
Constr. Limits
Constr. Limits
8
'-0
"
6
'-0
"
8
'-0
"
6
'-0
"
grass
To Remain As Is
+6
0.1, 3
2.6' R
T.
Temp. R/W
Temp. R/W
90°0'0"
asphalt
Lin
e
"PR
-S
2
A"
conc.
planter
grass
conc.
Con
c.
N
9
0
°
0
0
'0
0
"
E
Lin
e
"P
R-S
2
A"
overhang overhang
overhang
14+06.00 "PR-S2A"
END CONSTRUCTION
P.T. 13+48.99 "PR-S2A"
P.I. 13+28.94 "PR-S2A" P.C. 13+08.79 "PR-S2A"
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
P.T. 11+80.91 "PR-S2A"
P.C. 11+20.72 "PR-S2A"
31'-0"31'-0"
3
1
'
-
0
"
31'-0"
conc.
asph
alt
L = 60.19'
CURVE DATA
T = 30.24'
P.I. = 11+50.96 "PR-S2A"
R = 250.00'
E = 1.82'
S.E. = N.C.
CURVE DATA
T = 20.14'
L = 40.20'
P.I. = 13+28.94 "PR-S2A"
R = 250.00'
E = 0.81'
S.E. = N.C.
81°49'06"
T
Temp. R/W
No Curve Run �=22°49'37" LT.
P.I. 12+25.69 "PR-S2A" =
Adjust Casting to Grade
Str. No. 401B
Str. No. 504 +01
.0 R
T.
Str. No. 505
6' of 12" Pipe Req'd
Inlet, Type "M-10" &
2' of 12" Pipe Req'd
Inlet, Type "J-10" &
4' of 36" Pipe Req'd
Manhole, Type "J-4" &
Str. No. 503
Str. No. 501 +93.0 LT.45' of 12" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 502 +9
9.0 L
T.3' of 12" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 521
Str. No. 507
+18 .5 , 48 .2' LT .
Req'd, Furnish and Adjust to Grade
Reconstruct Manhole 2 LFT and Flat Casting
41' of 12" Pipe Req'd
Inlet, Type "J-10" &
Str. No. 508
3' of 12" Pipe Req'd
Inlet, Type "J-10" &
5' of 12" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 511
+
53
.0
RT.+
60
.0
RT.
3' of 12" Pipe Req'd
Inlet, Type "J-10" &
Str. No. 509
+
55
.0 LT
.
Str. No. 512
37' of 12" Pipe Req'd
Inlet, Type "M-10" &
4' of 36" Pipe Req'd
Manhole, Type "J-4" &
Str. No. 510
+6
0.0, 1
6.4' R
T.
Str. No. 513
Str. No. 514
+
0
4
.
9
,
3
1
.
4
;
R
T
.
Adjust Casting to Grade
Str. No. 515
+
7
1
.
7,
6
0
.
9'
R
T.
To Remain As Is
Adjust Casting to Grade
Str. No. 318
+
71
.0 RT.
Str. No. 318A
4' of 12" Pipe Req'd
Inlet, Type "R-13" &
Str. No. 516
39' of 12" Pipe Req'd
Inlet, Type "J-10" &
+
62
.0 LT
.
+
0
0
.
0
L
T
.
4' of 36" Pipe Req'd
Manhole, Type "J-4" &
Str. No. 517
Str. No. 519 +36.0 "
PR-
S2
A"
RT.
17' of 12" Pipe Req'd
Inlet, Type "J-10" &
Str. No. 518
25' of 12" Pipe Req'd
Inlet, Type "M-10" &
+35.0 "PR-S2A" LT.
Str. No. 520
89' of 12" Pipe Req'd
Inlet, Type "M-10" &
+62.0 "PR-S2A" LT.
Constr. Limits
Constr. Limits
14'-0"14'-1"
F
F
8'-0"
8'-
0"
8
'-0
"
3
'-0
"
3'-
0"
6'-0"
8'-0"
F1
F1
F1
8
'-0
"
6
'-
0
"
14'-0"15'-0"
24.00' RT.
+25.00
3.00' RT.
+25.00
24.00' LT.
+25.00
3.00' LT.
+25.00
5'-0"
Mod. Class III Drive Req'd.
W = 25.2'
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
R/W
R
/
W
R/W
R/W
3'-0"
Retaining Wall No. 1
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
P.I. 11+50.96 "PR-S2A"
Temp. R/W
+
07
.0
RT.15.5' RT.+01.0,Temp. R/W
Constr. Limits
36" rcp16.6' RT.+96.1,
18
.0
' R
T
.
+
0
0
.0
,
Temp. R/W
Tem
p.
R/
W
T
e
m
p
.
R/
W
R/W
Temp. R/W
Ap
p
.
E
x
is
t
.
R/
W
R/W
24.00' LT.
+65.00
24.00' RT.
+65.00
3.00' LT.
+65.00
3.00' RT.
+65.00
15.93' RT.
+42.79 "PR-S2A"
14.93' RT.
+75.00 "PR-S2A"
14.55' RT.
+20.72 "PR-S2A"
14.00' LT.
+75.00 "PR-S2A"
14.42' LT.
+20.72 "PR-S2A"
grass
20
'R
10'
R
20'R
1
0'
R
20'R
3
0'
R
15'R
Constr. Limits
Co
n
s
tr
.
Lim
it
s
26.7' LT.
+21.5 "PR-S2A"
Match Exist.
Match Exist.
5'x6'
3.93' RT.
+43.10 "PR-S2A"2.07' LT.
+43.24 "PR-S2A"
+
1
7
.
1,
1
6
.
2'
R
T.
Str. No. 506
Adjust Casting to Grade
14'-0"
+90.0 "PR-S2A" LT.
2.44' RT.
+25.45 "PR-S2A"
R/W
Constr. Limits
2.57' LT.
+25.36 "PR-S2A"
C
o
n
s
tr.
Lim
it
s
90°0'0"
Te
m
p
.
R
/
W
Temp. R/W
F1
F1
8'
R
5'R 5'R
3
0'R
R
15
13
13
R
15
A
A
A
A
C1 C1
C1
C1
F1
15
F1
R
R 15
13
13
16
13
R
A
A
2828
2828
28
28 28
28
F1
F1
15
15
15
17
1515
15
15
1313
13
13
13
13
13
16
R1
R1
A A
15
R
K
K
A
A
A
14
K
R
R
A
A
A
A
R1
14 14
F
22
22
X13
X14
X15
X16
X17
X18
X19
X20
X21
X22
X23
X24
13
13
F
14
F
17
44
T
4
4
4 4 4
15'-3"
14'-4"
17'R31.91' LT.
+90.31
"PR-S2A"
9
'-1
"
35.89' RT.
+18.57
35.56' RT.
+71.44
35.18' RT.
+15.00
35.03' RT.
+75.00
32.00' RT.
+97.13
1
0
'-
0
"
8
'-0
"
8
'-0
"
1
0
'-
8
"
9
'-5
"
8
'-0
"
32.00' LT.
+77.42
28.94' LT.
+23.00
3'-0"
3
'-0
"
37'-2"
1
0
0
'-0
"19'-0"
12'-0"
5'-0"
13
A
Existing Light Pole
Do Not Disturb
3'R
4
'
R
2'
R2'R
47.54' LT.
+87.96
49.75' RT.
+00.00 "PR-S2A"
28.50' RT.
+18.60 "PR-S2A"
27.75' RT.
+24.00 "PR-S2A"
44.95' RT.
+24.60 "PR-S2A"
34.33' RT.
+46.35 "PR-S2A"
13
3'R3'R
18'-6"
25.57' RT.
14+62.49 "PR-S2A"
60.20' RT.
14+60.91 "PR-S2A"
35.34' RT.
14+77.36 "PR-S2A"
A
App. P.L.
Parking Addition Detail
M
e
d
ic
a
l D
r
.
Private Light, Relocate
Private Light, Relocate
LD
LD
H
H
H
H
T
H
H
CC
-T
R
C
W
M
W
V
WV
W
V
W
V
W
V
PZZ
Z
PZZ
Z
PZZ
Z
PZZ
Z
H
H
H
T
WV
LD
H
C WV
G
H
B
PZZZ
PZZZ
F
P
836.0848344BRK
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
MO
N
W
V
(wood gate)
10" vcp
6" pvc
12
" cpp
con
c.
gra
ss
grass
asph
alt
30" rcp
TJM
NRM
RJC
NRM
CONSTRUCTION DETAILS
LINE "PR-RL1"
N/A
1"=20'
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
33
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-RL1.03.dgn5/24/2021 09:43:34 AMjhofman
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a_
Sh
a
de.t
b
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Ap
p
.
P
.L.
OPERATIONS LLC
BFS RETAIL & COMMERCIAL
1
2
0
Ap
p
.
P
.L.
ENTERPRISES
J & J REALTY
Ap
p
. P
.L.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
FINEBERG GROUP LLC
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
FINEBERG GROUP LLCAp
p
.
P.L.
REVOCABLE LIVING TRUST
PATRICIA R. EMMERT
App. Exist. R/W
App. Exist. R/W
12
" rcp
App. Section Line
gra
ss asphalt
18
" cpp
con
c.
conc.
grass
12
" rcp
36" rcp
App. Exist. R/W
grass
conc. conc.
grass
App. Exist. R/W
12" rcp
asphalt
4" cpp
12" rcp
asphalt
36" rcp
asphalt
asphalt
12" rcp
conc.
grass
36" rcp grass
12
" rcp
asphalt
12" rcp 4" cpp
grass
conc.
12
" rcp
grass
conc.
12
" rcp
12" rcp
42
" rcp
1
2" rc
p
brick
conc.
App. Exist. R/W
con
c.
36" rcp
conc.
brick conc.
grass
grass
asphalt
App. Exist. R/W
App. Exist. R/W
STORES LLC
MACS CONVENIENCE
Ap
p
. P.L.
conc.
conc.
as
ph
alt
(2-sty brick)
conc.
1
2
" r
c
p
grass
conc.
grass
asphalt
conc.
grass
stone
a
sph
alt
asphalt
a
s
ph
alt
con
c. conc.
grass
grass
grass
asphalt
ston
e
12
" rcp
12
" rcp
conc.
36" rcp
KRG CENTRE LLC
Line "PR-RL1"
6
'-0
"
2
1
'-0
"
R
15
2
1
'-0
"
R
15
13
13
conc.
asphalt
asph
alt
conc.
conc.
asphalt
asphalt
asphalt
A
A
A
A
W = 26.5'
+
4
4
.6
90°0'0"90°0'0"
90°0'0"90°0'0"
Adjust Casting to Grade
Str. No. 320
+
3
6
.
0
R
T.
+
0
2
.0
+
9
7
.7
W = 21.1'W = 34.5'
+
6
1
.1
+
0
3
.5
Adjust Casting to Grade
Str. No. 319
+
3
5.2
L
T.
6
'-0
"
8
'-0
"
6
'-0
"
8
'-
0
"
F1
F1
Str. No. 323+50.0, 45.5' LT.
+
7
0
.
9,
1
8
.
6'
R
T.
+
3
8
.
6
,
3
3
.
4'
L
T
.
+
26
.6
,
31
.2
' LT
.
+
57
.9
,
40
.4
' LT.
Str. No. 324
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
8
'-0
"
F1
8
'-0
"
6
'-0
"
24' of 12" Pipe Req'd
Inlet, Type "E-7" &
F
90°0'0"
grass
C1
C1
asphalt
90°0'0"90°0'0"
90°0'0"
90°0'0"
+
4
8
.
3
conc.
+
2
1
.
7
+
4
3
.
7
Class III Drive Req'd.
W = 31.3'
+
1
9
.1
W = 24.9'
+
9
0
.
5
15
15 A
A
A
A
A
22
Range Line Rd.
asphalt
Range Line Rd.
asphalt
15
F1
Adjust Casting to Grade
Str. No. 326
+
7
3
.
7
R
T
.
Adjust Casting to Grade
Str. No. 325
+
58
.3 LT
.
Adjust Casting to Grade
Str. No. 327
+
22.1 LT
.
See Previous Sheet
Str. No. 318
& Adjust Casting to Grade
Flat Casting Req'd, Furnish
Str. No. 321
& Adjust Casting to Grade
Flat Casting Req'd, Furnish
Str. No. 322
& Adjust Casting to Grade
Flat Casting Req'd, Furnish
+
3
2
.
0
R
T
.
Adjust Casting to Grade
Str. No. 328
15
App. Exist. R/W
Temp. R/W
Temp. R/W
24.00' RT.
+19.05
122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
25.74' RT.
+53.54
14.92' RT.
+31.82
21.31' RT.
+91.50
All Radii are Measured from Curb Face Unless Otherwise Noted.
All R/W Described from Line "PR-RL1", Except as Shown.
NOTE:
3.00' RT.
+12.93 0.63' LT.
+81.12
0.63' LT.
+38.09
5.70' LT.
+99.96
8.47' LT.
+99.56
4.63' LT.
+47.91
4.63' LT.
+81.12
3.00' LT.
+12.93
24.00' LT.
+90.00
27.79' LT.
+60.24
29.81' LT.
+54.73
47.64' LT.
+50.17
See Previous Sheet
Str. No. 318A
+
7
1
.
0
R
T
.
Mod. Class III Drive Req'd.
W = 23.3'
Mod. Class III Drive Req'd.
W = 25.9'
Mod. Class III Drive Req'd.
W = 28.2'
Mod. Class III Drive Req'd.
Mod. Class III Drive Req'd.
W = 33.8'
Mod. Class III Drive Req'd.
W = 24.7'
Mod. Class III Drive Req'd.Mod. Class III Drive Req'd.
Mod. Class III Drive Req'd.
Temp. R/W
20'R
F
Match Exist.
5'x5'
15'R
2
0'
R
20
'R 2
0'
R 20
'R 2
0'
R
20'R
20'
R
10
'R
1
5'
R
20
'R
15'R 1
0'
R
1
7'
R17
'R
2
0'
R15'R15'R15
'R
1
5'
R
F
Match Exist.
5'x10'
90°0'0"
3
0
0
'
R
3
5
0
'
R
5
0
0
'
R
3
8
0
'
R
F1F1
C1
30
'R
C1 C1
C1
C1
C1
C1 C1
C1
F1F1
F1
1
2
5
4 4 4
8
'-
0
"
8
'-
0
"
6
'-0
"
6
'-0
"
32.00' RT.
+53.44
34'-5"
3
'
-
0
"
1
5
0'
R
36.32' LT.
+09.72
38.62' LT.
+20.45
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
H
C WV
T C
WM
G
T
H
H
FP
H
H
H
TR
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
TJM
NRM
RJC
NRM
CONSTRUCTION DETAILS
LINE "PR-RL1"
1"=20'
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
34
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-RL1.04.dgn5/24/2021 09:43:36 AMjhofman
Ind
ia
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a_
Sh
a
de.t
b
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
18" cpp
116th St.
asphalt
asphalt
grass
15
" rcp
grass
App. Exist. R/W
grass
asphalt
12" rcp
grass conc.
asphalt
grass
App. Exist. R/W
App. Exist. R/W
grass
12
" rcp
8" vcp
8" vcp
6" pvc3" pvc
8" pv
c
4" pv
c
Ea
seme
nt
No Acc
e
ss
1
5
.0'
asphalt
8" pvc
ASSOCIATION INC
HOMEOWNERS
FAIRGREEN TRACE
Ap
p
.
P.L.ANITA L. NIX
ROGER E. &
Ap
p
.
P.
L.
KRG CENTRE LLC
12" rcp
grass
1
2
"
c
p
p
12
" rcp
asphalt
12" cpp
12
" cpp
App. Exist. R/W
con
c.
grass
con
c.
Ap
p
.
S
e
c
ti
o
n
Lin
e
asphalt
asphalt
grass
grass con
c.
conc.
Ap
p
.
E
x
is
t
.
R/
W
a
s
ph
alt
grass
42
" rcp
42
" rcp
SPEEDWAY LLC
App. Exist. R/W
grass
conc.
con
c.
8" vc
p
6" vcp
21" rcp
Line "PR-S1A"
Lin
e
"PR-RL1"
App. Section Line
15
" cp
p
a
sphalt
conc.
CARMEL CLAY PARKS BUILDING CORPORATION
Ap
p. P.L.
asphalt
(1-sty brick/frame)
conc.
asphalt
CORNER ASSOCIATES LP
asph
alt
grass
conc.
grass conc.
stone
1
2
" rcp
12
" rcp
12" rcp 12" rcp
grass
conc.
grass
Ap
p
.
E
x
is
t
.
R/
W
asphalt
gras
s
con
c.
gra
s
s
con
c.
Ap
p
.
Exis
t.
R
/
W
42
" rcp
gra
ss
con
c.
con
c.
asphalt
(1-sty brick)
conc.
conc.grassApp. Exist. R/W
4
2
" rcp
asphalt
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
grass
asphalt
con
c.
con
c.
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
Line "PR-S1A"
asphalt
12
" rcp
18" rcp
asph
a
lt
asph
alt
P.R.C. 106+61.52 "PR-RL1"
P.I. 106+87.87 "PR-RL1"
P.I. 108+56.97 "PR-RL1"
3
5
T
16
13
15
15
F
R
2
5
.0
'
Ease
m
ent
S.D.
& U.
Ra
n
g
e
Lin
e
R
d
.
W
e
s
tfie
ld
B
lv
d
.
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
A
22
+
8
3
.
3
C1
A
Str. No. 345 +
74
.0 RT.
Str. No. 306
See Line "PR-RL1"
Str. No. 305
See Line "PR-RL1"
Str. No. 344
+
7
3
.
0'
L
T
.
Str. No. 310
See Line "PR-RL1"
Str. No. 309
See Line "PR-RL1"
Str. No. 312
See Line "PR-RL1"
K
K
F1
29'-0"
29.44' LT.
+15.00
+15.00
6.73' RT.
+
80
.0 RT.
Str. No. 346
26' of 15" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 347
+
8
0
.
0
LT
.
Str. No. 400
See Line "PR-RL1"
Str. No. 308
See Line "PR-RL1"
Str. No. 307
See Line "PR-RL1"
Constr. Limits
Constr. Limits
F
5'-
0"
&
R/
W
Ap
p
.
P
.
L.
R/W
R/W
R/W
F
F
CURVE DATA
P.I. = 33+63.03 "PR-S1A"
T = 31.97'
L = 63.85'
R = 470.00'
E = 1.09
S.E. = N.C.
CURVE DATA
P.I. = 34+98.11 "PR-S1A"
T = 103.21'
L = 205.61
R = 950.00'
E = 5.56'
S.E. = N.C.
A P.I. 34+98.11 "PR-S1A"
P.C. 33+31.06 "PR-S1A"
P.I. 33+63.03 "PR-S1A"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
O.P.O.C. 36+08.35 "PR-S1A", 7.94' RT.
O.P.O.T. 107+80.65 "PR-RL1", 5.81. RT.=
37'-0"10'-0"
� ROUNDABOUT
2
9
'-0
"
R
28.74' RT.
+15.00
Class III Drive Req'd.
W = 26.5'
30.0' LT.
+80.0
31.9' RT.
+80.0
C1
15
13
15
13
8
'
-
0
"
6
'-
0
"
83°37'45"
27.23' LT.
+51.56
P.R.C. 33+94.91 "PR-S1A"
X7
F
15
8'-
0
"
6'-
0
"
F
2
9
'-
0
"
X8
X9
13
6'-0"
5'-0"
R
/
W
App. Exist. R/W
R/W
14 A
6'-0"
X2
X1
X3
X6
6'-0"
8'-0"
12" rcp
F1
X5
X4
P.R.C. 109+21.92 "PR-RL1"
15
K
K
13
13
(Match Exist.)
(Match Exist.)
P
.T
.
1
0
7
+
1
4
.1
2
"
P
R-
RL1
"
8.00' LT.
+44.00
7.37' LT.
+15.00
F
30.00' LT.
+31.06
3' of 15" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 348
+
1
1
.
0
L
T.
29.50' RT.
+15.00
38.00' LT.
+99.94
41.67' RT.
+96.87
36.65' RT.
+35.51
& 7' of 18" Pipe Req'd
Manhole, Type "J-10"
Str. No. 342 +
20.0' RT.
52' of 12" Pipe Req'd
Inlet, Type "J-10" &
Mod. Class III Drive Req'd.
W = 27.5'
Temp. R/W
Temp. R/W
S-MART REAL ESTATE, INC.
Ap
p
.
Exis
t.
R
/
W
T
e
m
p
.
R/
W
T
e
m
p
.
R/
W
T
e
m
p
.
R
/
W
8.53' RT.
+44.00
3
0'
R
30'R
F
Match Exist.
6'x10'
F
Connect to Exist. Trunkline
6' of 12" Pipe Req'd &
Str. No. 341 +
1
4
.
9
L
T
.
46' of 12" Pipe Req'd
Manhole "J-10" &
Str. No. 343
+
21
.0 LT
.
10
'R
74.36' LT.
+62.71
51.39' LT.
+29.95
52.2'R
18'R
3' of 12" Pipe Req'd
Inlet, Type "M-10" &
46' of 12" Pipe Req'd
Inlet, Type "M-10" &
33' of 12" Pipe Req'd
Manhole, Type "C-4" &
Str. No. 348A
+17.5, 0.0' R
T.
4
4
4
4
4
4
4
R/W
Temp. R/W
2
8
'-
1
"
28
'-7"
4.64' LT.
+52.54
5.48' RT.
+52.40
5
'-0
"
+
1
1
.2
20'
R
Match Exist.
"PR-S1A")
(Tan. to
89°3'57"
15'R
7.50' RT.
+51.10
4.00' RT.
+51.05
Future Drive Entrance
K
LD
LD
GM
W
W
W
W
W
W
T
H
H
H
H
H
H
CC-TR
C
WV
WV
WV
WV
CC-TR
T H
WV
C
WV
H
T
H
T
T
EM
H
T
G
PF
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
CONSTRUCTION DETAILS
LINE "PR-S1A"
1"=20'
N/A
RJC
NRM
TJM
NRM
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
35
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-S1A.01.dgn5/24/2021 09:43:37 AMjhofman
Ind
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 6, T 17 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 31, T 18 N, R 4 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 36, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 1, T 17 N, R 3 E
gras
s
con
c.
gras
s
con
c.
Lin
e
"PR-RL1"
P.T. 107+14.12 "PR-RL1"
P.I. 106+87.87 "PR-RL1"
18" rcp
8
" vcp
6" vcp
21" rcp
4
2" rcp
42
" rcp
42
" rcp
12" rcp
KRG CENTRE LLC
App. Exist. R/W
grass
conc.
Ap
p
.
S
e
c
t
i
o
n
Lin
e
con
c.
a
sph
a
lt
con
c.
gra
ss
P.I. 108+56.97 "PR-RL1"
CORNER ASSOCIATES LP
grass con
c.
4
0
8" pvc
(gas pumps)
conc.asphalt
SPEEDWAY LLC
30
" rcp
8" pvc
8" pv
casphalt
30.0'
Easement
Utility
asphalt
Ap
p
.
P
.
L.
20.0'
Easement
Utility
asphalt
42" rcp
App. Exist. R/W12" rcp
riprap
WOODLAND SHOPPES
App. Exist. R/W
asphalt
grass grass
riprap
grass
conc.
asphalt
App. Exist. R/W
conc.
conc.
1
2
" cpp
12" rcp
12
" rc
p
grass
conc.
asphalt conc.grass
a
s
p
h
a
lt
App. Exist. R/W
App. Exist. R/W conc.
grass
12" rcp
conc.
conc.6" pvc 3" pvc
2" pv
c
grass
asphalt
(gas pumps)
(1-sty block gas station)
asphalt
(block ca
r wash)
con
c.
conc.
PROPERTY GROUP LLC
MILLER McCOMAS
Ap
p
.
P
.L.
KAREN C BROWN
CHARLES M &
conc.
grass
12" rcp
conc.12" rcp grass
conc.
48
" rcp
conc.
conc.
grass
App. Section Line
asphalt
116th St.
Line "PR-S1A"
CURVE DATA
P.I. = 108+56.97 "PR-RL1"
T = 66.69'
L = 131.64'
R = 333.00'
E = 6.61'
S.E. = N.C.
CURVE DATA
P.I. = 106+87.87 "PR-RL1"
T = 26.35'
R = 333.00'
E = 1.04'
S.E. = N.C.
L = 52.60'
15
15
13
13
con
c.
42
" rcp
Ra
n
g
e
Lin
e
R
d
.
A
� ROUNDABOUT
+
9
5
.
4
+
1
0
.
7
Str. No. 352
conc.
Mod. Class III Drive Req'd.
W = 50.1'
90°0'0"
K
C1
C1
Str. No. 310
See Line "PR-RL1"
Str. No. 312
See Line "PR-RL1"
See Line "PR-RL1"
Str. No. 308
Str. No. 306
See Line "PR-RL1"Str. No. 305
See Line "PR-RL1"
Str. No. 349
+
0
3
.
0
R
T.70' of 15" Pipe Req'd
Inlet, Type "M-10" &
Str. No. 355
+
0
7
.
0
R
T.
Str. No. 357
+
1
3.
0
R
T.
2' of 12" Pipe Req'd
Inlet, Type "J-10" &
Str. No. 353
44' of 12" Pipe Req'd
Inlet, Type "R-13" &
+
04
.0
,
6
5
.5' LT
.
Str. No. 356
3' of 12" Pipe Req'd
Inlet, Type "R-13" &
+
13
.0
LT
.
32' of 12" Pipe Req'd
Inlet, Type "R-13" &
Str. No. 354
2
9
'-
0
"
2
9
'-0
"
29'-0"
A
F1
Ap
p
.
Exis
t.
R
/
W
F
con
c.
F
R
22
A
Str. No. 400
See Line "PR-RL1"
Str. No. 309
See Line "PR-RL1"
13
Str. No. 307
See Line "PR-RL1"
1
3
.
5'
R
T.
+
0
7
.
7,
+
7
3
.
2
,
3
3
.
6
'
LT
.
Constr. Limits
Constr. Limits
P.R.C. 109+21.92 "PR-RL1"
8'-0"
6'-0"
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
P
.
L.
& R
/
W
R/W
CURVE DATA
P.I. = 36+75.13 "PR-S1A"
T = 74.62'
L = 145.03'
R = 250.00'
E = 10.90'
S.E. = N.C.
CURVE DATA
P.I. = 38+08.54 "PR-S1A"
T = 63.00'
L = 125.34'
R = 500.00'
E = 3.95'
S.E. = N.C.
Mod. Class III Drive Req'd.
W = 44.6'
39+55.00 "PR-S1A"
END CONSTRUCTION
30.0' RT.
+88.0
5.00' LT.
+80.28
30.8' LT.
+55.0
30.00' LT.
+80.28
(Match Exist.)
27.2' RT.
+55.0
(Match Exist.)
(Match Exist.)
4.89' RT.
+60.00
30.09' RT.
+60.00
A
29.71' LT.
+60.00
4.70' LT.
+60.00
K
8
'
-
0
"
P.T. 38+70.88 "PR-S1A"
P.I. 38+08.54 "PR-S1A"
P.R.C. 37+45.54 "PR-S1A"
App. Exist. R/W
asphalt
asphalt
Line "PR
-S1A"
6'-
0
"
5'-
0
"
F1
8'-0"
6'-0"
F1
13
R/
W
X1
Ap
p
.
E
x
is
t
.
R/
W W
e
s
tfie
ld
B
lv
d
.
P.R.C. 106+61.52 "PR-RL1"
a
sph
a
lt
a
sph
a
lt
X2
X3
Ap
p
.
Exis
t.
R
/
W15
F
6'-0"
5'-0"
K
5'-
0"
6'-0"
F
13
16
T10'-0"37'-0"
K15
8'-0"
6'-0"
X4
X5
X6
F
13F1
O.P.O.C. 36+08.35 "PR-S1A", 7.94' RT.
O.P.O.T. 107+80.65 "PR-RL1", 5.81. RT. =
13
15
X11
X10
X12
15
15
82°50'08"
1
2
" rc
p
(Tan. to "PR-S1A")
App. Exist. R/
W
A
14
29
'-5"
P.T. 36+00.51 "PR-S1A"
P.C. 107+90.28 "PR-RL1"=
2
7'-
1
0
"
Str. No. 402
Reconstruct Manhole 2 LFT
Str. No. 350+
0
6.
0
L
T
.
3' of 12" Pipe Req'd
Inlet, Type "J-10" & Str. No. 351
App. P.L. & R/W
conc.
4' of 21" Pipe Req'd
with Flat Casting &
Manhole, Type "C-4"
+
09
.0,
45
.5' LT
.
& 2' of 21" Pipe Req'd
Manhole, Type "K-4"
+
07
.0
LT
.
+
47.0 LT
. Str. No. 358
33' of 12" Pipe Req'd
Inlet, Type "J-10" &
P.I. 36+75.13 "PR-S1A"
36.09' RT.
+75.75
38.72' RT.
+30.50
Temp. R/W
T
e
m
p
.
R
/
W
63' of 12" Pipe Req'd
Manhole, Type "C-10" &
COYOTE ENTERPRISES, LLC.
Temp. R/W
T
e
m
p
.
R
/
W
20'R
30'R
10'
R
20'R
2
0
0
'
R
5.00' RT.
+80.28
4
4
4
4
4
4
4
37.24' LT.
+35.56
40.55' LT.
+85.21
R/W
R/W
Ap
p
.
P
.
L.Ap
p
.
P
.
L.
S-MART REAL ESTATE, INC.
R/W
Temp.
Temp. R/W +
5
2
.
4
W = 30.5'
Class III Drive Req'd.
C1
90°00'00"
"PR-S1A")
(Tan. to
F
5
'
-
0
"
15'R
15'R
LD
LDLD
LD
EM EME
W
W
W
W
W
W
W
W
W
W
W
W
W
T
T
H
H
H
H H
H
H
H
CC-TR
WV
WV
CC-TR
T H
WV
C
WV
G
PZZZ
H
H
H
T
PF
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
TJM
NRM
RJC
NRM
CONSTRUCTION DETAILS
LINE "PR-S1A"
1"=20'
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
36
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CD.PR-S1A.02.dgn5/24/2021 09:43:38 AMjhofman
Ind
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Sh
a
de.t
b
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
40+00
116th St.
Line "NECL-116"
P.I. 40+64.08 "NECL-116"
P.I. 41+62.45 "NECL-116"
Line "SECL-116"
R
a
n
g
e
Lin
e
R
d
.
P.I. 42+25.03 "NECL-116"
P.I. 43+01.60 "NECL-116"
P.I. 12+86.56 "NWCL-116"
10+00
20+00
Line "SWCL-116"
Line "NWCL-116"
116th St.
3
0
+
0
0
Lin
e
"N
ECL-
1
1
6
"
Lin
e
"NW
CL-1
1
6
"
Lin
e
"S
W
CL-1
1
6
"
Lin
e
"
S
E
CL-1
1
6
"
O.P.O.T. 105+77.11 "PR-RL1", 30.00' RT.
P.O.T. 30+00.00 "SECL-116" =
O.P.O.T. 105+75.00 "PR-RL1", 30.00' LT.
P.O.T. 24+25.97 "SWCL-116" =
ROUNDABOUT ALIGNMENT SUMMARY TABLE
O.P.O.T. 110+11.79 "PR-RL1", 30.00' LT.
P.T. 14+00.43 "NWCL-116" =
ROUNDABOUT ALIGNMENT SUMMARY TABLE
O.P.O.T. 38+80.28 "PR-S1A", 30.00' LT.
P.C. 40+00.00 "NECL-116" =
O.P.O.T. 38+87.99 "PR-S1A", 30.00' RT.
P.O.T. 33+84.11 "SECL-116" =
O.P.O.C. 109+66.20 "PR-RL1", 29.01' RT.
P.T. 43+57.08 "NECL-116" =
P.I. 12+21.49 "NWCL-116"
P.I. 10+42.28 "NWCL-116"
P.I. 11+44.34 "NWCL-116"
P.I. 13+59.40 "NWCL-116"
O.P.C. 33+31.06 "PR-S1A", 30.00' LT.
P.C. 10+00.00 "NWCL-116" =
P.I. 20+54.45 "SWCL-116"
P.I. 22+12.67 "SWCL-116"
P.I. 22+76.56 "SWCL-116" O.P.O.T. 32+80.00 "PR-S1A", 31.87' RT.
P.O.T. 20+00.00 "SWCL-116" =
P.I. 23+43.88 "SWCL-116"
W
e
s
t
fie
ld
Blv
d
.
P.I. 31+54.91 "SECL-116"
P.I. 30+89.73 "SECL-116"
P.I. 30+54.42 "SECL-116"
P.I. 32+71.93 "SECL-116"
RJCNRM
MJM MJM
ROUNDABOUT ALIGNMENT PLAN
N/A
1"=30'
116TH ST.
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NECL-116"40+64.08 715,249.9266 9,324.0265 13° 55' 02.72" LT 64.08'127.52'525.00'3.90'P.C. 40+00.00 P.R.C. 41+27.53 S 89° 51' 20.93" W S 75° 56' 18.21" W
41+62.45 715,225.8719 9,227.9884 42° 25' 12.56" RT 34.93'66.63'90.00'6.54'P.R.C. 41+27.53 P.T. 41+94.16 S 75° 56' 18.21" W N 61° 38' 29.23" W
42+25.03 715,257.1276 9,170.0822 39° 20' 39.06" RT 21.45'41.20'60.00'3.72'P.C. 42+03.58 P.C.C. 42+44.79 N 61° 38' 29.23" W N 22° 17' 50.17" W
43+01.60 715,329.5385 9,140.3883 21° 26' 48.64" RT 56.81'112.30'300.00'5.33'P.C.C. 42+44.79 P.T. 43+57.08 N 22° 17' 50.17" W N 0° 51' 01.53" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SECL-116"30+54.42 715,050.5443 9,139.8055 02° 19' 54.76" LT 6.82'13.63'335.00'0.07'P.C. 30+47.60 P.R.C. 30+61.23 N 0° 45' 08.24" E N 1° 34' 46.52" W
30+89.73 715,085.8427 9,138.8321 31° 48' 30.91" RT 28.49'55.52'100.00'3.98'P.R.C. 30+61.23 P.T. 31+16.75 N 1° 34' 46.52" W N 30° 13' 44.39" E
31+54.91 715,143.4365 9,172.3915 36° 39' 25.63" RT 16.56'31.99'50.00'2.67'P.C. 31+38.35 P.C.C. 31+70.34 N 30° 13' 44.39" E N 66° 53' 10.02" E
32+71.93 715,189.8183 9,281.0591 22° 58' 10.90" RT 101.59'200.45'500.00'10.22'P.C.C. 31+70.34 P.T. 33+70.79 N 66° 53' 10.02" E N 89° 51' 20.93" E
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NWCL-116"10+42.28 715,248.7266 8,885.2715 09° 39' 59.09" RT 42.28'84.36'500.00'1.78'P.C. 10+00.00 P.R.C. 10+84.36 N 89° 49' 53.64" E S 80° 30' 07.27" E
11+44.34 715,231.8516 8,986.1341 26° 59' 08.13" LT 59.99'117.75'250.00'7.10'P.R.C. 10+84.36 P.C.C. 12+02.10 S 80° 30' 07.27" E N 72° 30' 44.61" E
12+21.49 715,255.7040 9,061.8413 42° 23' 29.18" LT 19.39'36.99'50.00'3.63'P.C.C. 12+02.10 P.T. 12+39.10 N 72° 30' 44.61" E N 30° 07' 15.43" E
12+86.56 715,313.5283 9,095.3892 42° 10' 33.20" LT 34.71'66.25'90.00'6.46'P.C. 12+51.85 P.R.C. 13+18.10 N 30° 07' 15.43" E N 12° 03' 17.78" W
13+59.40 715,387.8548 9,079.5161 11° 12' 16.25" RT 41.30'82.33'421.00'2.02'P.R.C. 13+18.10 P.T. 14+00.43 N 12° 03' 17.78" W N 0° 51' 01.52" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SWCL-116"20+54.45 715,190.0454 8,846.4502 08° 32' 22.72" RT 52.26'104.33'700.00'1.95'P.C. 20+02.18 P.T. 21+06.51 N 86° 21' 21.74" E S 85° 06' 15.54" E
22+12.67 715,176.5258 9,004.2890 24° 59' 06.87" RT 22.16'43.61'100.00'2.42'P.C. 21+90.51 P.T. 22+34.12 S 85° 06' 15.54" E S 60° 07' 08.67" E
22+76.56 715,144.3430 9,060.2998 43° 33' 21.51" RT 23.97'45.61'60.00'4.61'P.C. 22+52.59 P.C.C. 22+98.20 S 60° 07' 08.67" E S 16° 33' 47.16" E
23+43.88 715,077.5818 9,080.1553 17° 18' 55.40" RT 45.68'90.66'300.00'3.46'P.C.C. 22+98.20 P.T. 23+88.87 S 16° 33' 47.16" E S 0° 45' 08.24" W
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
37
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.ALN.116.01.dgn5/24/2021 09:43:39 AMjhofman
Ind
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
ROUNDABOUT ALIGNMENT SUMMARY TABLE
6
0
+
0
0
116th St.
116th St.
W
e
s
t
fie
ld
Blv
d
.
R
a
n
g
e
Lin
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8
0
+
0
0
50+00
70+00
Line "WSI-116"
P.I. 53+68.66 "WSI-116"
P.I. 51+87.09 "WSI-116"
Lin
e
"
S
S
I-
1
1
6
"
O.P.C. 33+45.00 "PR-S1A", 4.00' RT.
P.T. 53+97.58 "WSI-116" =
O.P.C. 33+45.00 "PR-S1A", 7.53' RT.
P.C. 50+00.00 "WSI-116" =
P.I. 51+97.93 "WSI-116"
P.I. 52+15.06 "WSI-116"
P.I. 52+53.78 "WSI-116"
P.I. 51+64.58 "WSI-116"
P.I. 50+21.88 "WSI"
O.P.O.T. 105+91.11 "PR-RL1", 5.00' LT.
P.O.T. 62+55.71 "SSI-116" =
O.P.O.T. 105+91.11 "PR-RL1", 5.00' RT.
P.O.T. 60+00.00 "SSI-116" =
P.I. 61+84.66 "SSI-116"
P.I. 61+26.87 "SSI-116"
P.I. 61+44.64 "SSI-116" P.I. 61+15.78 "SSI-116"
P.I. 60+84.43 "SSI-116"
P.I. 60+45.33 "SSI-116"
Line "ESI-116"
O.P.O.T. 38+80.28 "PR-S1A", 5.00' LT.
P.C. 70+00.00 "ESI-116" =
P.I. 70+67.67 "ESI-116"
P.I. 73+16.28 "ESI-116"
P.I. 71+65.54 "ESI-116"
P.I. 71+99.30 "ESI-116"
P.I. 72+26.14 "ESI-116"
P.I. 72+09.23 "ESI-116"
Lin
e
"
NS
I
-
1
1
6
"
P.I. 81+82.20 "NSI-116"
P.I. 82+27.91 "NSI-116"
P.I. 81+66.44 "NSI-116"
P.I. 81+57.24 "NSI-116"
P.I. 81+24.33 "NSI-116"
P.I. 80+47.32 "NSI-116"
O.P.T. 109+98.97 "PR-RL1", 9.00' RT.
P.O.T. 83+21.51 "NSI-116" =
O.P.O.T. 110+11.79 "PR-RL1", 9.00' LT.
P.C. 80+00.00 "NSI-116" =
O.P.O.T. 38+80.28 "PR-S1A", 5.00' RT.
P.O.T. 74+20.84 "ESI-116" =
RJCNRM
MJM MJM
N/A
ROUNDABOUT ALIGNMENT PLAN
1"=30'
116TH ST. - SPLITTER ISLANDS
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NSI-116"80+47.32 715,382.1387 9,100.6032 13° 29' 41.19" LT 47.32'94.21'400.00'2.79'P.C. 80+00.00 P.R.C. 80+94.21 S 0° 51' 01.52" E S 14° 20' 42.72" E
81+24.33 715,307.1100 9,119.7909 37° 00' 21.22" RT 30.12'58.13'90.00'4.91'P.R.C. 80+94.21 P.R.C. 81+52.34 S 14° 20' 42.72" E S 22° 39' 38.50" W
81+57.24 715,274.7920 9,106.2980 117° 04' 33.43" LT 4.90'6.13'3.00'2.75'P.R.C. 81+52.34 P.R.C. 81+58.47 S 22° 39' 38.50" W N 85° 35' 05.07" E
81+66.44 715,275.7834 9,119.1374 11° 58' 49.60" RT 7.97'15.89'76.00'0.42'P.R.C. 81+58.47 P.R.C. 81+74.36 N 85° 35' 05.07" E S 82° 26' 05.33" E
81+82.20 715,273.7017 9,134.8117 114° 55' 30.31" LT 7.84'10.03'5.00'4.30'P.R.C. 81+74.36 P.R.C. 81+84.39 S 82° 26' 05.33" E N 17° 21' 35.64" W
82+27.91 715,322.7225 9,119.4872 16° 30' 34.12" RT 43.52'86.44'300.00'3.14'P.R.C. 81+84.39 P.T. 82+70.83 N 17° 21' 35.64" W N 0° 51' 01.53" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"WSI-116"50+21.88 715,210.3683 8,878.6882 03° 27' 58.45" RT 21.88'43.74'723.00'0.33'P.C. 50+00.00 P.T. 50+43.74 S 88° 34' 13.99" E S 85° 06' 15.54" E
51+64.58 715,198.1887 9,020.8831 19° 56' 51.13" RT 17.76'35.16'101.00'1.55'P.C. 51+46.82 P.R.C. 51+81.98 S 85° 06' 15.54" E S 65° 09' 24.41" E
51+87.09 715,188.5799 9,041.6373 119° 09' 35.27" LT 5.11'6.24'3.00'2.92'P.R.C. 51+81.98 P.R.C. 51+88.22 S 65° 09' 24.41" E N 4° 18' 59.68" W
51+97.93 715,203.3544 9,040.5221 14° 33' 27.36" RT 9.71'19.31'76.00'0.62'P.R.C. 51+88.22 P.R.C. 52+07.53 N 4° 18' 59.68" W N 10° 14' 27.68" E
52+15.06 715,220.3213 9,043.5874 112° 51' 40.96" LT 7.53'9.85'5.00'4.04'P.R.C. 52+07.53 P.R.C. 52+17.38 N 10° 14' 27.68" E S 77° 22' 46.72" W
52+53.78 715,210.7220 9,000.7142 16° 30' 11.23" RT 36.40'72.30'251.00'2.63'P.R.C. 52+17.38 P.T. 52+89.68 S 77° 22' 46.72" W N 86° 07' 02.04" W
53+68.66 715,213.6637 8,885.8903 07° 07' 08.67" LT 28.99'57.90'466.00'0.90'P.C. 53+39.68 P.T. 53+97.58 N 81° 21' 00.27" W N 88° 28' 08.94" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SSI-116"60+45.33 715,055.7788 9,114.8721 04° 19' 55.20" LT 11.72'23.44'310.00'0.22'P.C. 60+33.61 P.R.C. 60+57.04 N 0° 45' 08.24" E N 3° 34' 46.96" W
60+84.43 715,094.8115 9,112.4302 30° 37' 44.87" RT 27.38'53.46'100.00'3.68'P.R.C. 60+57.04 P.R.C. 61+10.50 N 3° 34' 46.96" W N 27° 02' 57.91" E
61+15.78 715,123.9041 9,127.2852 120° 48' 17.84" LT 5.28'6.33'3.00'3.07'P.R.C. 61+10.50 P.R.C. 61+16.83 N 27° 02' 57.91" E S 86° 14' 40.07" W
61+26.87 715,122.9003 9,111.9926 15° 03' 25.34" RT 10.04'19.97'76.00'0.66'P.R.C. 61+16.83 P.R.C. 61+36.80 S 86° 14' 40.07" W N 78° 41' 54.59" W
61+44.64 715,126.4045 9,094.4581 114° 55' 30.31" LT 7.84'10.03'5.00'4.30'P.R.C. 61+36.80 P.R.C. 61+46.83 N 78° 41' 54.59" W S 13° 37' 24.90" E
61+84.66 715,082.0177 9,105.2157 14° 22' 33.14" RT 37.83'75.27'300.00'2.38'P.R.C. 61+46.83 P.T. 62+22.10 S 13° 37' 24.90" E S 0° 45' 08.24" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"ESI-116"70+67.67 715,224.9177 9,320.5015 15° 24' 51.17" LT 67.67'134.51'500.00'4.56'P.C. 70+00.00 P.R.C. 71+34.51 S 89° 51' 20.93" W S 74° 26' 29.76" W
71+65.54 715,198.4474 9,225.4291 38° 02' 16.66" RT 31.02'59.75'90.00'5.20'P.R.C. 71+34.51 P.R.C. 71+94.26 S 74° 26' 29.76" W N 67° 31' 13.58" W
71+99.30 715,212.2331 9,192.1138 118° 23' 42.68" LT 5.03'6.20'3.00'2.86'P.R.C. 71+94.26 P.R.C. 72+00.46 N 67° 31' 13.58" W S 5° 54' 56.26" E
72+09.23 715,198.5077 9,193.5359 13° 09' 36.84" RT 8.77'17.46'76.00'0.50'P.R.C. 72+00.46 P.R.C. 72+17.92 S 5° 54' 56.26" E S 7° 14' 40.58" W
72+26.14 715,181.6563 9,191.3938 117° 22' 46.33" LT 8.22'10.24'5.00'4.62'P.R.C. 72+17.92 P.R.C. 72+28.16 S 7° 14' 40.58" W N 69° 51' 54.25" E
73+16.28 715,214.8204 9,281.8479 19° 59' 26.68" RT 88.12'174.45'500.00'7.71'P.R.C. 72+28.16 P.T. 74+02.62 N 69° 51' 54.25" E N 89° 51' 20.93" E
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
38
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.ALN.116.02.dgn5/24/2021 09:43:40 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
R
a
n
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Lin
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R
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g
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Lin
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.
Medical Dr.
20+00
50+00
10+00 40+00
70+00
6
0
+
0
0
3
0
+
0
0
8
0
+
0
0
O.P.O.T. 115+54.74 "PR-RL1", 24.00' LT.
P.T. 11+22.05 "NWCL-116" =
P.I. 11+13.58 "NWCL-MED"
P.I. 50+73.10 "WSI-MED"
P.I. 10+28.07 "NWCL-MED"
O.P.C. 11+20.72 "PR-S2A", 14.45' LT.
P.O.T. 10+00.00 "NWCL-MED" =
O.P.C. 11+20.72 "PR-S2A", 14.55' RT.
P.O.T. 20+00.00 "SWCL-MED" =
Lin
e
"N
S
I
-
ME
D
"
Line "NWCL-MED"
Line "WSI-MED"
Line "SWCL-MED"
P.I. 10+78.48 "NWCL-MED"
P.I. 50+59.65 "WSI-MED"
P.I. 50+51.21 "WSI-MED"
P.I. 20+33.11 "SWCL-MED"
P.I. 20+67.98 "SWCL-MED"
P.I. 21+25.36 "SWCL-MED"
O.P.O.T. 113+36.76 "PR-RL1", 24.00' LT.
P.T. 21+73.25 "SWCL-MED" =
P.I. 30+66.42 "SECL-MED" P.I. 31+21.86 "SECL-MED"
Line "SECL-MED"
O.P.O.T. 113+63.20 "PR-RL1", 24.00' RT.
P.O.T. 30+00.00 "SECL-MED" =
O.P.O.C. 13+42.79 "PR-S2A", 15.93' RT.
P.O.T. 31+51.53 "SECL-MED" =
Line "NECL-MED"
O.P.T. 13+48.99 "PR-S2A", 14.00' LT.
P.O.T. 40+00.00 "NECL-MED" =
P.I. 40+91.61 "NECL-MED"
O.P.O.T. 115+54.74 "PR-RL1", 24.00' RT.
P.O.T. 41+36.95 "NECL-MED" =
O.P.O.C. 11+25.45 "PR-S2A", 2.44' RT.
P.O.T. 50+00.00 "WSI-MED" =
O.P.O.C. 11+25.36 "PR-S2A", 2.56' LT.
P.O.T. 51+23.29 "WSI-MED" =
P.I. 50+89.81 "WSI-MED"
P.I. 50+28.66 "WSI-MED"
Lin
e
"S
S
I
-
MED
"
P.I. 60+48.69 "SSI-MED"
P.I. 60+52.74 "SSI-MED"
P.I. 60+59.83 "SSI-MED"
P.I. 60+83.80 "SSI-MED"
O.P.O.T. 113+63.20 "PR-RL1", 3.00' RT.
P.O.T. 60+00.00 "SSI-MED" =
O.P.O.T. 113+63.20 "PR-RL1", 3.00' LT.
P.T. 61+05.93 "SSI-MED" =
Line "ESI-MED"
P.I. 70+49.26 "ESI-MED"
P.I. 71+23.28 "ESI-MED"
P.I. 70+72.60 "ESI-MED"
P.I. 70+95.48 "ESI-MED"
P.I. 70+82.01 "ESI-MED"
�= 00°20'59" LT. (No Curve Run)
O.P.O.C. 13+31.25 "PR-S2A", 2.64' LT.
P.I. 70+12.12 "ESI" =
O.P.O.C. 13+43.10 "PR-S2A", 3.93' RT.
P.O.T. 71+60.79 "ESI-MED" =
O.P.O.C. 13+43.24 "PR-S2A", 2.07' LT.
P.O.T. 70+00.00 "ESI-MED" =
O.P.O.T. 115+54.74 "PR-RL1", 2.97' LT.
P.O.T. 80+00.00 "NSI-MED" =
O.P.O.T. 115+54.74 "PR-RL1", 3.02' RT.
P.O.T. 80+94.82 "NSI-MED" =
P.I. 80+33.19 "NSI-MED"
P.I. 80+58.31 "NSI-MED"
P.I. 80+46.46 "NSI-MED"
P.I. 80+44.01 "NSI-MED"
P.I. 80+51.96 "NSI-MED"
ROUNDABOUT ALIGNMENT SUMMARY TABLE
RJCNRM
MJM MJM
ROUNDABOUT ALIGNMENT PLAN
N/A
1"=20'
MEDICAL DRIVE
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NWCL-MED"10+28.07 715,911.3169 9,020.2116 07° 53' 20.77" LT 13.79'27.54'200.00'0.47'P.C. 10+14.28 P.C.C. 10+41.82 N 89° 07' 37.12" E N 81° 14' 16.35" E
10+78.48 715,919.0016 9,070.0699 72° 29' 30.37" LT 36.66'63.26'50.00'12.00'P.C.C. 10+41.82 P.C.C. 11+05.08 N 81° 14' 16.35" E N 8° 44' 45.97" E
11+13.58 715,963.6311 9,076.9621 09° 43' 11.89" LT 8.50'16.96'100.00'0.36'P.C.C. 11+05.08 P.T. 11+22.05 N 8° 55' 12.59" E N 0° 47' 59.30" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SWCL-MED"20+33.11 715,882.3902 9,025.2473 47° 37' 14.26" RT 30.89'58.18'70.00'6.51'P.C. 20+02.22 P.C.C. 20+60.40 N 89° 07' 37.12" E S 43° 15' 08.62" E
20+67.98 715,854.3754 9,051.6033 14° 23' 28.65" RT 7.58'15.07'60.00'0.48'P.C.C. 20+60.40 P.C.C. 20+75.47 S 43° 15' 08.62" E S 28° 51' 39.97" E
21+25.36 715,804.0519 9,079.3388 28° 00' 38.45" RT 49.89'97.78'200.00'6.13'P.C.C. 20+75.47 P.T. 21+73.25 S 28° 51' 39.97" E S 0° 51' 01.53" E
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SECL-MED"30+66.42 715,847.7406 9,126.6956 60° 52' 39.13" RT 35.26'63.75'60.00'9.59'P.C. 30+31.17 P.C.C. 30+94.92 N 0° 51' 01.53" W N 60° 01' 37.61" E
31+21.86 715,878.8130 9,180.5733 30° 09' 15.50" RT 26.94'52.63'100.00'3.57'P.C.C. 30+94.92 P.T. 31+47.55 N 60° 01' 37.61" E S 89° 49' 06.89" E
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NECL-MED"40+91.61 715,908.9866 9,125.7865 88° 58' 05.36" RT 44.20'69.88'45.00'18.07'P.C. 40+47.41 P.T. 41+17.28 N 89° 49' 06.89" W N 0° 51' 01.53" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"WSI-MED"50+28.66 715,894.3952 9,025.4812 35° 15' 02.56" RT 22.24'43.07'70.00'3.45'P.C. 50+06.42 P.R.C. 50+49.49 N 89° 07' 37.12" E S 55° 37' 20.33" E
50+51.21 715,880.8646 9,045.2586 119° 45' 13.13" LT 1.72'2.09'1.00'0.99'P.R.C. 50+49.49 P.R.C. 50+51.58 S 55° 37' 20.33" E N 4° 37' 26.55" E
50+59.65 715,890.6282 9,046.0483 18° 20' 28.57" RT 8.07'16.01'50.00'0.65'P.R.C. 50+51.58 P.R.C. 50+67.59 N 4° 37' 26.55" E N 22° 57' 55.12" E
50+73.10 715,903.1338 9,051.3477 122° 52' 05.54" LT 5.51'6.43'3.00'3.27'P.R.C. 50+67.59 P.R.C. 50+74.02 N 22° 57' 55.12" E S 80° 05' 49.58" W
50+89.81 715,899.4701 9,030.3621 09° 01' 47.54" RT 15.79'31.52'200.00'0.62'P.R.C. 50+74.02 P.T. 51+05.54 S 80° 05' 49.58" W S 89° 07' 37.12" W
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"SSI-MED"60+48.69 715,829.7011 9,105.9610 100° 09' 51.30" LT 1.20'1.75'1.00'0.56'P.C. 60+47.50 P.R.C. 60+49.25 N 0° 51' 01.53" W S 78° 59' 07.18" W
60+52.74 715,828.8054 9,101.3595 07° 59' 30.12" RT 3.49'6.97'50.00'0.12'P.R.C. 60+49.25 P.R.C. 60+56.22 S 78° 59' 07.18" W S 86° 58' 37.29" W
60+59.83 715,828.4308 9,094.2658 100° 33' 31.14" LT 3.61'5.27'3.00'1.69'P.R.C. 60+56.22 P.R.C. 60+61.49 S 86° 58' 37.29" W S 13° 34' 53.85" E
60+83.80 715,803.2328 9,100.3533 12° 43' 52.32" RT 22.31'44.44'200.00'1.24'P.R.C. 60+61.49 P.T. 61+05.93 S 13° 34' 53.85" E S 0° 51' 01.53" E
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"ESI-MED"70+49.26 715,896.6442 9,162.2933 14° 22' 41.63" RT 8.83'17.57'70.00'0.55'P.C. 70+40.43 P.T. 70+57.99 S 89° 49' 53.64" W N 75° 47' 24.73" W
70+72.60 715,902.3979 9,139.5713 125° 47' 46.77" LT 5.86'6.59'3.00'3.59'P.C. 70+66.74 P.R.C. 70+73.33 N 75° 47' 24.73" W S 21° 35' 11.50" E
70+82.01 715,888.8773 9,144.9208 19° 41' 35.41" RT 8.68'17.19'50.00'0.75'P.R.C. 70+73.33 P.R.C. 70+90.51 S 21° 35' 11.50" E S 1° 53' 36.09" E
70+95.48 715,875.2413 9,145.3716 117° 43' 00.91" LT 4.96'6.16'3.00'2.80'P.R.C. 70+90.51 P.R.C. 70+96.68 S 1° 53' 36.09" E N 60° 23' 23.00" E
71+23.28 715,890.8376 9,172.8145 29° 47' 30.11" RT 26.60'52.00'100.00'3.48'P.R.C. 70+96.68 P.T. 71+48.67 N 60° 23' 23.00" E S 89° 49' 06.89" E
REF.P.I.P.I.P.I.DELTA TANGENT ARC CURVE EXTERNAL CURVE BEGIN CURVE END BEARING BEARING
LINE STATION NORTHING EASTING LENGTH LENGTH RADIUS LENGTH STATION STATION BACK AHEAD
"NSI-MED"80+33.19 715,939.2541 9,098.3679 11° 07' 17.62" RT 9.74'19.41'100.00'0.47'P.C. 80+23.46 P.R.C. 80+42.87 S 0° 51' 46.12" E S 10° 15' 31.50" W
80+44.01 715,928.5504 9,096.4307 97° 34' 49.20" LT 1.14'1.70'1.00'0.52'P.R.C. 80+42.87 P.R.C. 80+44.57 S 10° 15' 31.50" W S 87° 19' 17.70" E
80+46.46 715,928.4087 9,099.4607 04° 19' 57.67" RT 1.89'3.78'50.01'0.04'P.R.C. 80+44.57 P.R.C. 80+48.35 S 87° 19' 17.70" E S 82° 59' 20.03" E
80+51.96 715,927.7370 9,104.9218 100° 33' 31.14" LT 3.61'5.26'3.00'1.69'P.R.C. 80+48.35 P.R.C. 80+53.62 S 82° 59' 20.03" E N 3° 32' 51.17" W
80+58.31 715,936.0220 9,104.4081 02° 41' 16.88" RT 4.69'9.38'199.91'0.06'P.R.C. 80+53.62 P.T. 80+63.00 N 3° 32' 51.17" W N 0° 51' 34.29" W
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
39
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.ALN.MED.01.dgn5/24/2021 09:43:41 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Line "PR-RL1"
Line "PR-S1A"
P.G. Loc.
Line "PR-RL1"
P.G. Loc.
Line "PR-RL1"
P.G. EL. = 819.40
106+99.92 "PR-RL1"
818.
84
2.
0
%
P.G. EL. = 819.39
106+99.00 "PR-RL1"
2.0%
818.86
P.G. Loc.
Line "PR-S1A"
2.0%
2.
0
%
8
1
8.
7
4
P.G. Loc.
Line "PR-S1A"
2
.
0
%
8
2
0
.
0
3
8
1
9
.
4
5
81
9
.45
2.0%
2
.0
%
81
9
.50
2.0%2.0%
820.40
116th Street
W
e
s
tfie
ld
B
o
u
le
va
r
d
2.0%820.50
819.56
35+25.05 "PR-S1A"
10'-0"10
'-0"
82
0.08
82
0
.03
2.0%2
.
0
%82
0
.52 8
2
0
.
5
2
2.0%
2.0%
2.0%
2.0%820.49
820.40
819.42
819.33
819.91
2.0%
820.01
2.0%
2.0%
2.0%
2.0%
818.75
818.69
818.71
818.
65
0.6%
0.
6
%
2.
0
%
2.
0
%
819.60
819
.60
820
.00
819.91
820.18
820.18
820.67
820
.67
2.0%
2.0%
2.0%
2.0%
818
.9081
8.86
8
1
8.
4
0
8
1
8
.
2
5
0.4%
1.5%
819.64
9'-7"
9
'
-
9
"
81
9
.01
819.38
8
'
-
9
"
8'-9
"
819.14
22+47.98 "SWCL-116"
819.26
22+63.00 "SWCL-116"
819.12
22+78.04 "SWCL-116"
818.98
22+93.08 "SWCL-116"
818.96
31+26.52 "SECL-116"
819.08
31+42.56 "SECL-116"
819.21
31+58.62 "SECL-116"
818.98
31+75.20 "SECL-116"
P.G. EL. = 819.19
106+70.46 "PR-RL1"
P.G. EL. = 819.26
106+80.48 "PR-RL1"
P.G. EL. = 819.27
106+81.95 "PR-RL1"
P.G. EL. = 819.21
106+72.20 "PR-RL1"
P.G. EL. = 818.78
37+15.24 "PR-S1A"
818.93
37+05.69 "PR-S1A"
819.28
36+89.18 "PR-S1A"
P.G. EL. = 819.38
34+96.03 "PR-S1A"
P.G. EL. = 819.43
35+05.97 "PR-S1A"
Low Pt.
818.84
34+76.18 "PR-S1A"
1.5%
1.5%
1.5%
1.5%
1.5%
1.5%
- For Curb Alignments, See Roundabout Alignment Plan.
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
NOTES:
Exist. Elev. = 818.61
Exist. Elev. = 818.39
Exist. Elev. = 818.37
Exist. Elev. = 818.18
Exist. Elev. = 818.00
Exist. Elev. = 817.93
1
2
'-
0
"
1
0
'-
0
"
1
0
'-
0
"
1
0
'-
0
"
Exist. Elev. = 817.87
Exist. Elev. = 817.76
Exist. Elev. = 817.60
Low Pt.
Exist. Elev. = 817.39
8
1
9
.
5
3
8
1
9.6
5
81
9.79
819.93
81
9.81
819.
68
Exist. Elev. = 818.81
Exist. Elev. = 819.16
1.5%
1.5%
819.48
819.51
2.1%2.1
%
TJM TJM
NRM NRM
1" = 10'
N/A
RANGE LINE ROAD & 116TH STREET
SPOT ELEVATION DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
40
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.01.dgn5/24/2021 09:43:43 AMjhofman
Ind
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
- For Curb Alignments, See Roundabout Alignment Plan.
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
NOTES:
Line "PR-RL1"
P.G. Loc.
Line "PR-S1A"
P.G. Loc.
Line "PR-RL1"
P.G. Loc.
Line "PR-RL1"
R
a
n
g
e
Lin
e
R
d
.
116th Street
Line "PR-S1A"
P.G. Loc.
Line "PR-S1A"
2
.
1
%
2
.
0
%
8
1
8
.
9
0
8
1
8
.
8
5
0.5%
P.G. EL. = 819.56
35+24.60 "PR-S1A"
2.
0
%
8
1
9
.
0
1
819.
27
2.0%
2.0%
2.0%
819
.38
819
.43
7'-11"7'-11"
2
.
0
%
8
1
9
.
8
6
81
9.86
82
0
.448
2
0
.
4
4
2
.
0
%
2.0%
2.0%
8
2
0
.93
8
2
0
.
9
3
2.0%
2.0%
819.42
819.47
0
.5%
0.
5
%
819.34
2.0%
2.0%82
0
.33
8
1
9
.
9
0
1.5%
2
.0
%
2.0%
2.0%
818
.35
81
8
.20
81
8
.65
820.302.0%
2.0%
819.81
819
.60
2.0%
820
.18
2.0%
820
.67819.64
819.60 2.0%
9
'
-
9
"
9'-7"
820.18
820.67
2.0%
820.40
2.0%
819.91
2.0%819.33
819.22
36+87.54 "PR-S1A"
81
9
.84
818.90
41+97.94 "NECL-116"
819.09
42+12.96 "NECL-116"
819.18
42+28.00 "NECL-116"
819.26
42+43.04 "NECL-116"
819.22
12+45.57 "NWCL-116"
819.17
12+31.55 "NWCL-116"
819.12
12+17.51 "NWCL-116"
819.06
12+03.46 "NWCL-116"
P.G. EL. = 819.39
34+97.20 "PR-S1A"
P.G. EL. = 819.44
35+07.20 "PR-S1A"P.G. EL. = 818.76
37+16.23 "PR-S1A"
P.G. EL. = 819.91
108+79.58 "PR-RL1"
P.G. EL. = 819.95
108+89.23 "PR-RL1"
P.G. EL. = 819.91
108+79.73 "PR-RL1"
P.G. EL. = 819.95
108+89.88 "PR-RL1"
Low Pt.
818.81
34+76.18 "PR-S1A"
P.G. EL. = 819.83
108+61.03 "PR-RL1"P.G. EL. = 819.84
108+63.17 "PR-RL1"
2.0%
818.91
37+06.18 "PR-S1A"
17'-2"10'-0"10'-0"10'-0"10'-0"10'-0"
Exis
t.
Ele
v.
=
8
1
7
.
8
9
E
xis
t.
Ele
v.
=
8
1
7
.6
7
E
x
is
t
.
E
le
v.
=
8
1
7
.5
9
Ex
is
t
.
E
le
v
.
=
8
1
7
.5
0
Ex
is
t
.
E
le
v
.
=
8
1
7
.3
4
Exis
t.
Ele
v.
=
8
1
7
.
1
0
Exis
t.
Ele
v.
=
8
1
8
.
1
3
1
0
8
+
6
0
.
6
0
"P
R
-R
L1
"
10'-0"
10'-0"
10'-0"Ex
is
t
.
E
le
v
.
=
8
1
8
.4
9
1
0
8
+
6
6
.4
0
"PR
-RL1
"
E
xist.
Ele
v.
=
8
1
8
.8
2
Exis
t.
Ele
v
.
=
8
1
9
.
1
3
E
xis
t.
Ele
v.
=
8
1
9
.4
0
Exis
t.
Ele
v.
=
8
1
9
.
4
4
7'-4"
1
0
'-
0
"
TJM TJM
NRM NRM
1" = 10'
N/A
RANGE LINE ROAD & 116TH STREET
SPOT ELEVATION DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
41
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.02.dgn5/24/2021 09:43:43 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Line "PR-RL1"
Line "PR-S2A"
826.79
Medical Drive
827.22
826.60
8
2
6
.
4
8
8
2
5
.
5
5
8
2
7
.
1
7
827.37
826.95
826.95
82
7
.47
8
2
7
.5
0
8
28
.4
0
8'-0"
8
'-0
"
826.55
70+90.51 "ESI-MEDICAL"
826.80
826.75
8
'
-
4
"
8'-
5
"
827.00
11+58.04 "PR-S2A", 21.31' LT.
826.72
11+37.85 "PR-S2A", 16.90' LT.
1.5%
8
2
6
.
7
1
8
2
6
.8
6
826.95 827.10
827.00
50+67.59 "WSI-MED"
8
2
6
.6
4
8
2
6
.7
9
826.38
826.53
826.35
11+63.67 "PR-S2A", 22.63' RT.
826.62
50+35.53 "WSI-MED"
9'-3"9'-5"
15'-1"
1
2'-
5
"
1
0'-
6
"
1
0'-
6
"
1
0'-6"
826.30
826.20
825.92
825.60
825.25
824.88
8
2
5
.4
2
6
0
+
5
6
.2
3
"SS
I-
M
E
D
"
824.42
113+89.57, 32.65' LT.
8
2
4
.9
7
6
0
+
7
2
.8
4
"
S
S
I-
M
ED"
R
a
n
g
e
Lin
e
R
o
a
d
8
2
5
.
1
1
6
0
+
3
4
.1
3
"S
S
I-
M
ED
"
826.55
8
2
4
.6
6
1
1
3
+
9
8
.1
8
,
2
5
.6
2
' R
T.
825.05
825.50
825.92
826.20
826.13
12'-8"
12'-8"
12
'-0"
11
'-8"
11
'-9"
8
2
6
.
3
0
8
2
6
.
2
0
826.05
825.90
826.36
71+07.05 "ESI-MED"
825.67
13+09.61 "PR-S2A", 18.28' RT.1.5%
826.20
13+14.97 "PR-S2A", 17.98' LT.
1.5%
8
2
6
.7
0
8
2
6
.5
5
826.45
826.60
826.81
70+52.61 "ESI-MED"
826.74
826.60
1
3'-
4
"
13'-4"
11'-9"
11'-9"
827.15
827.62
827.20
828.07
828.51
8
2
8
.8
6
8
0
+
6
4
.9
5
"
NS
I
-
ME
D
"
8
2
8
.
8
6
8
0
+
2
9
.
6
5
"N
S
I-
M
ED"
828.72
828.87
829.11
1
.
5
%829.26
829.11
1
.5
%
828.84
828.69
828.44
827.30
82
7.9014'-4"
14'-4"
13'-5"
13
'-5"
E
x
.
E
le
v
.
=
8
2
8
.9
6
1
1
5
+
5
1
.
8
4
,
2
5
.
5
0
'
LT
.
Ex.
Ele
v
.
=
8
2
9
.
3
6
8
0
+
0
7
.
3
1
"NS
I-
M
ED"
E
x
.
Ele
v.
=
8
2
9
.3
7
8
0
+
8
7
.1
0
"
N
S
I
-
ME
D
"
E
x
.
E
le
v.
=
8
2
8
.9
3
1
1
5
+
4
9
.
6
5
,
2
5
.5
0
'
R
T
.
8
2
8
.
5
7
1
1
5
+
2
8
.7
5
,
2
2
.0
'
LT
.
1.5%
1.5%
1
.7%
8
2
8
.5
7
1
1
5
+
2
7
.0
7
,
2
2
.
0
' R
T
.
1.5%
Ex. Elev. = 826.39
50+12.96 "WSI-MED"
1.8%
1
.8
%1.8%
1.5%
1.5%
2.0%
3
.0
%
828.17
827.45
1.5
%
1
.
8
%
1
.8
%
1
.0
%
8
2
4
.6
4
1
1
3
+
9
2
.1
7
,
2
2
.
0
0
' LT
.
2.0%
2.0%
2.0%
3.
0
%
2.0%2.0
%
0.0%
1.0%
829.26
0.6%
0
.5
%
826.90
70+66.74 "ESI-MED"
1
.3
%
826.45
827.15
1.5
%
3.0%
2.0%
Ex.
Ele
v.
=
8
2
4
.
4
5
6
0
+
9
5
.0
4
"S
S
I-
M
ED
"
2.0%
824.85
1
.5
%
824.39
824.70
1.
5
%
824.15
824.30
824.85
825.00
824.54
Lin
e
"
P
R-
RL1
"
Match Line 113+94 "PR-RL1"
Match Line 113+94 "PR-RL1"
3
.
0
%
827.
00
0.
0%
0.6%826.74
826.34
70+30.55 "ESI-MED"
825.95
71+30.13 "ESI-MED"
825.81
13+10.84 "PR-S2A", 10.88' RT.
8
2
4
.
1
4
1
1
3
+
7
6
.1
0
,
2
5
.5
0
' R
T
.
8
2
4
.6
0
6
0
+
1
8
.1
1
"S
S
I
-
ME
D
"
8
2
3
.9
4
1
1
3
+
6
8
.0
6
,
2
7
.
9
8
' LT
.
8
2
4
.0
5
1
1
3
+
6
9
.2
8
,
2
3
.
0
0
'
LT
.
Low Pt.
826.13
11+39.11 "PR-S2A", 16.80' RT.
Low Pt.
Ex. Elev. = 826.48
51+10.16 "WSI-MED"Low Pt.
826.74
50+88.07 "WSI-MED"
Ex. Elev. = 824.85
13+75.00 "PR-S2A", 14.00' LT.
Ex. Elev. = 825.17
13+75.00 "PR-S2A", 14.93' RT.
Ex. Elev. = 825.39
13+75.00 "PR-S2A"
825.65
71+60.79 "ESI-MED"
825.70
70+00.00 "ESI-MED"
825.40
14.03' LT.
13+45.00 "PR-S2A"
Ex. Elev. = 826.75
Ex. Elev. = 827.11
Ex. Elev. = 826.60827.10 826.95
0.5%
827.84
1.1%
828.28
1.5%
829.40
828.78
828.90
827.77
0
.9
%
827.39
Ex. Elev. = 827.61
1
.
5
%
829.04
828.90
829.54
828.40
1
.2
%
1
6
'-9
"
1
0
'
-
0
"
1
0
'
-
0
"
1
0
'-0
"
8
'-8
"
5
.0
%
5
.0
%
827.88
0.3%
Ex. Elev. = 830.2
115+71.54, 45.0' RT.
- Top of Curb to be Flush with Existing Sidewalk Elevation as Applicable.
- For Curb Alignments, See Roundabout Alignment Plan.
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
- All Stations and Offsets from Line "PR-RL1", Unless Otherwise Noted
NOTES:
See Notes for Curb Information
Ex. Elev. = 830.1
4
.2
%
TJM TJM
NRM NRM
1" = 10'
N/A
RANGE LINE ROAD & MEDICAL DRIVE
SPOT ELEVATION DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
42
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.03.dgn5/24/2021 09:43:44 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Line "PR-RL1"
Medical Drive
- For Curb Alignments, See Roundabout Alignment Plan.
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
- All Stations and Offsets from Line "PR-RL1", Unless Otherwise Noted
NOTES:
826.38
826.53
826.35
11+63.67 "PR-S2A", 22.63' RT.
9'-3"9'-5"
15'-1"
1
2'-
5
"
1
0'-
6
"
1
0'-
6"
1
0'-6"
826.30
826.20
825.92
825.60
825.25
824.88
824.42
113+89.57, 32.65' LT.
R
a
n
g
e
Lin
e
R
o
a
d
824.66
113+98.18, 25.62' RT.
825.05
825.50
825.92
826.20
826.13
12'-8"
12'-8"
12
'-0"
11
'-8"
11'-9"
826.05
825.90
825.67
13+09.61 "PR-S2A", 18.28' RT.
Low Pt.
826.13
11+39.11 "PR-S2A", 16.80' RT.
Ex. Elev. = 825.17
13+75.00 "PR-S2A", 14.93' RT.
Line "PR-S2A"
823.94
113+68.06, 27.98' LT.
824.15
824.30
824.14
113+76.10, 25.50' RT.
824.39
824.54
1.5%
1.5%
826.33
8
2
6.0
5
8
2
5
.7
3
8
2
5
.
3
8
8
2
5.
0
1
824.93
825.38
825.80
826.08
Exist. Elev. = 824.17
Exist. Elev. = 825.16
12'-0"
1
2'-7"
1
2'-0"
Exist. Elev. = 824.00
Exist. Elev. = 823.52
Exist. Elev. = 825.40
Exist. Elev. = 825.69
825.36
825.05
824.73
824.28
1.5%
1.5%Exist. Elev. = 824.82
Exist. Elev. = 824.52
826.30
826.14
825.85
Exist. Elev. = 823.51
Exist. Elev. = 823.20
18'-10"
18'-11"
Exist. Elev. = 823.27
Exist. Elev. = 823.06
Exist. Elev. = 823.46
Exist. Elev. = 823.55
Exist. Elev. = 823.53
Exist. Elev. = 823.49
Exist. Elev. = 823.51
18'-7"
1
.5
%
1
.
5
%
1
.
5
%
825.50
13+38.55 "PR-S2A", 15.80' RT.
825.34
13+55.00 "PR-S2A", 15.60' RT.
825.68 825.52 825.35
1.5%
1.5%
1.5%
1.5%
1.
5%
1.5
%
1.5
%
20'-0"20'-0"21'-4"
Exist. Inlet
822.62
Exist. Inlet
822.76
18'-0"
Exist. Elev. = 823.06 Exist. Elev. = 823.47
Exist. Elev. = 824.32
823.89
823.55
Exist. Elev. = 823.20
Exist. Elev. = 823.63
1.0%
823.75
35.34' RT.
14+77.36 "PR-S2A"
823.46
53.88' RT.
14+77.62 "PR-S2A"
Parking Addition
1
8
'-6
"
grass
1
2
"
v
c
p
TJM TJM
NRM NRM
1" = 10'
N/A
RANGE LINE ROAD & MEDICAL DRIVE
SPOT ELEVATION DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
43
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.04.dgn5/24/2021 09:43:45 AMjhofman
Ind
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Range Line Rd.
Line "PR-RL1"118+00
App. Exist. R/W
Temp. R/W Temp. R/W
F1
Constr. LimitsConstr. Limits Do Not Disturb Steps
Do Not Disturb Handrail
15
Bu
ff
e
r
1
.5
%
37.338
Line "PR-RL1"
Range Line Rd.
(Typ.)
821.71
821.00
5
.
0
%
1
.5
%
Temp. R/W
App. Exist. R/W
Constr. Limits
832.1 M.E.
60.16' RT.
+98.35
834.73
40.00' RT.
+01.60
Line "PR-RL1"
Range Line Rd.
117+00
Temp. R/W
App. Exist. R/W
5
.
0
%
120+00
Line "PR-RL1"
112+00
1
.
5
%
1
.
5
%
8
'
-
0
"
0
.
5
%
Range Line Rd.
Temp. R/W
Constr. Limits
App. Exist. R/W
15
15
15
15
- For Curb Alignments, See Roundabout Alignment Plan.
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
- All Stations and Offsets from Line "PR-RL1", Unless Otherwise Noted
NOTES:
Range Line Rd.
Line "PR-RL1"
App. Exist. R/W
Constr. Limits
110+50
1
0
'-0
"
8'-0"
45.75' RT.
+42.84
830.8 M.E.
833.03
835.00
32.00' RT.
+05.13
834.70
32.00' RT.
+97.13
833.18
36.03' RT.
+75.00
830.96830.94831.0 M.E.
834.7 M.E.
60.50' RT.
+54.92
833.7 M.E.
60.33' RT.
+26.64
830.8 M.E.
45.78' RT.
+29.92
830.8 M.E.
48.81' RT.
+15.00
1
.5
%
1
.5
%
1
.5
%
1
.5
%
9
.5
%
1
0
.
5
%
Constr. Limits
1
0
'-
0
"
1
0
'-
8
"
1
0
'-8
"
1
.5
%
821.8 M.E.
48.00' RT.
+39.45
821.9 M.E.
48.00' RT.
+35.75
822.15
5
.0
%
822.07
822.1910'-0"822.18
10'-0"
820.59
35.00' LT.
+55.06
6
'-0
"
10'-0"
821.3 M.E.
821.21
1
.8
%
820.82
820.94
820.95
0
.2
%
3
.2
%
841.73
1
.5
%
1
.5
%
841.78
5
.0
%
842.1 M.E.
841.85
9'-9"
842.2 M.E.
45.00' RT.
+62.33
841.90841.85
841.73
1
.5
%
1
.5
%
9
.1
%
9
.0
%
841.63
841.75
4'-11"
842.0 M.E.
842.1 M.E.
45.00' RT.
+38.46
36.1 M.E.8
36.098 0
.4
%
4
.2
%
836.33
36.218
1
.5
%
36.558
8
'-
0
"
6
'-0
"
1
.5
%
0
.0
%36.818
36.908
1
.5
%
1
.2
%
836.92
837.04 1
.5
%
1
.5
%
837.12
1
.
5
%
37.298
837.41
2
.9
%
5
.2
%
1
.5
%
37.458
36.1 M.E.8
1
.
5
%
37.378
37.498
9
.3
%
1
3
.
5
%
1
.5
%
37.598
37.718
1
4
.4
%
1
.5
%
37.868
37.988
1
4
.
4
%
1
.5
%38.368
38.488
1
0
.
4
%
10'-0"
1
.5
%
1
.5
%
838.83
32.01' LT.
+30.00
38.4 M.E.8
840.7 M.E.
+35.00
841.2 M.E.
+67.00
821.1 M.E.
838.71
838.6 M.E.
+20.00
838.1 M.E.
+00.0
837.5 M.E.
+80.0
837.0 M.E.
+60.0
836.3 M.E.
+40.0
835.7 M.E.
+22.2
836.55
837.33
838.75
838.5 M.E.
834.9 M.E.
+05.1
833.8 M.E.
+75.0
832.5 M.E.
+42.8
831.5 M.E.
+15.0
834.6 M.E.
+97.1
0
.5
%
6.9%
6.9%
822.06
821.7 M.E.
+35.0
821.8 M.E.821.6 M.E.
+25.0
822.18
822.30
820.2 M.E.
+35.00
820.1 M.E.
+45.00
821.0 M.E.
110+69.71 "PR-RL1" Lt.
"SIDEWALK TIE IN DETAIL"
118+34.52 "PR-RL1" Lt.
"SIDEWALK TIE IN DETAIL"
119+72.29 "PR-RL1" Rt.
"SIDEWALK TIE IN DETAIL"
112+39.45 "PR-RL1" Rt.
"SIDEWALK TIE IN DETAL"
117+09.60 "PR-RL1" Rt.
"SIDEWALK TIE IN DETAIL"
838.68
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
WV
PPST
PPST
PP
S
T
PPST
H
B
836.08
48344
BRK
1" = 10'
RJCJAB
NRM NRM
SPOT ELEVATION DETAILS
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
44
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.06.dgn5/24/2021 09:43:46 AMjhofman
Ind
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
Temp. R/W
R/W
4'-
0"
R
2'-0"
R 3'-0"
R
3'-0"R
2'-0"
2'-
0"
1
8
'
-
6
"
35.53' RT.
+63.43
2'-0"
57.17' RT.
+60.80
823.6 M.E.
31.33' RT.
+58.52
823.8 M.E.
24.95' RT.
+60.59
823.4 M.E.
45.84' RT.
+58.72
823.75
35.34' RT.
+77.36
Constr. Limits
Constr. Limits
Temp. R/W
823.64
31.60' RT.
+60.53
823.2 M.E.
60.34' RT.
+58.91
823.46
53.88' RT.
+77.62
823.30
54.07' RT.
+63.76
823.0 M.E.
49.73' RT.
+00.53
823.5 M.E.
30.07' RT.
+00.59
823.5 M.E.
48.98' RT.
+22.80
823.67
44.92' RT.
+24.67
824.3 M.E.
27.71' RT.
+26.09
823.6 M.E.
44.85' RT.
+26.67
823.89
28.46' RT.
+18.61
1.0%
823.55
45.10' RT.
+19.17
A
A
A
13
131'-6"
2'-0"
R
823.53
47.03' RT.
+21.00
Medical Drive
- All Dimensions Measured Along Edge of Pavement, Unless Otherwise Noted.
- Drainage Structures Shown for Reference Only.
- All Elevations Shown at Edge of Pavement, Unless Otherwise Noted.
- All Stations and Offsets from Line "PR-S2A", Unless Otherwise Noted
NOTES:
P.G. EL. = 820.85
33+45.00 "PR-S1A"
EL. = 820.9 M.E.
33+44.00 "PR-S1A"
P.G. EL. = 820.85
33+45.00 "PR-S1A"
EL. = 820.9 M.E.
33+44.00 "PR-S1A"
1.5%
8
2
1
.0
3
11
'-0"
7'-11"
10
'-0"
10'-0"
10'-0"
10'-0"10'-0"
2
.0
%
8
2
0
.9
1
2
.0
%
82
0
.74
2.0%
8
20
.56
Profile Grade Line "PR-S1A"
2
.0
%
82
0.38
2.0%
82
0
.21
2.0%
82
0
.09
2.0%
81
9
.88
P.G. EL. = 819.70
34+15.00 "PR-S1A"
P.G. EL. = 819.70
34+15.00 "PR-S1A"
EL. = 819.4 M.E.
34+15.00 "PR-S1A"
EL. = 819.3 M.E.
34+15.00 "PR-S1A"
116th Street
P.G. EL. = 820.67
P.G. EL. = 820.50
P.G. EL. = 819.97
P.G. EL. = 819.85
P.G. EL. = 820.14
P.G. EL. = 820.32
7'-0"
81
9
.78
2.0%10'-4"
10
'-0"
10
'-0"
2.0%
81
9
.63
P.G. EL. = 819.63
P.G. EL. = 819.53
P.G. EL. = 819.46
P.G. EL. = 819.40
819.52
LD
H
CC-TR
1" = 10'-0"
N/A
PARKING LOT DETAIL
RJC
NRMNRM
JAB
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
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P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SPE.08.dgn5/24/2021 09:43:47 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
X1
X2
X3
13
F
15
13
15
F
10'-0"
10'-0
"
10'-0"
10'-0"
2'
-
0
"
2'-
0
"
2'-0"
2'-0"
8'-6"
9'
-
9
"
7'
-
6
"
6'-10"
Detectable Warning Surface (Typ.)
6'-0"
5'-0"
5'-
0
"
6'-
0
"
1.
5
%
1.2%
1.
0
%
ROUNDABOUT
AT WESTFIELD BLVD. & 116TH ST.
CURB RAMP DETAILS X1, X2 & X3
0.6%
1.5%
El. 819.23
5.02' LT.
106+72.34 "PR-RL1"
El. 819.21
8.70' RT.
106+70.85 "PR-RL1"
El. 818.65
34.50' RT.
106+59.55 "PR-RL1"
ROUNDABOUT
AT RANGE LINE RD. & 116TH ST.
CURB RAMP DETAILS X4, X5 & X6
X4
X5
X6
2'-0"
2'-
0
"
2
'-0
"
7'-
1
1
"
6'-10
"5'-4"
5'-
7
"
13
13
15
15
10'-0"
10'-0"
10'-0"
10'-0"
2'-
0
"
0.5%
1.
3
%
1.5%
8
'
-
0
"F
F1
12'-0"
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
F1
8'-
0
"
ROUNDABOUT
AT 116TH ST. & RANGE LINE RD.
CURB RAMP DETAILS X7, X8 & X9
X7
X8
X9
Detectable Warning Surface (Typ.)10'-0"
10'-0"
10'-
0"
10'-0"
8'
-
0
"
6'
-
0
"
6'-0"
5'-0"
1.5%
F
2'-0"
2'-0"
2'
-
0
"
2'
-
0
"
0.4%
1.
0
%
1.2%
0.6%
0.5%
F1
Detectable Warning Surface (Typ.)
Curb Ramp, Concrete
2'-0"
2'-
0
"
2'-
0
"
F
5'-
0
"
6'-
0
"
1.
5
%
F1
6
'
-
0
"
8
'
-
0
"
1.5%
1.
2
%
1.5%
10
'-0"
2'-0"
10'-0"Surface (Typ.)
Detectable Warning
7'-4"
7'-
1
0
"
5'-
4
"
5'-5"
10'-0"
10'-0"
1.5%
Curb Ramp, Concrete
X10
X11
X12
ROUNDABOUT
AT 116TH ST. & RANGE LINE RD.
CURB RAMP DETAILS X10, X11 & X12
Westfield Blvd.
Range Line Rd.
116th St.
116th St.
El. 818.69
31.56' LT.
106+68.86 "PR-RL1"
818.75818.65
819.19
19.398
19.298
818.71
18.618 18.718
18.678
El. 819.40
7.19' RT.
34+96.36 "PR-S1A"
El. 818.86
31.11' RT.
34+88.47 "PR-S1A"
18.828
18.908
18.868
El. 818.80
5.00' RT.
37+15.06 "PR-S1A"
18.408
818.36
El. 818.25
32.14' RT.
37+19.74 "PR-S1A"
18.218
El. 819.41
7.76' LT.
34+97.41 "PR-S1A"
El. 818.85
34.38' LT.
34+91.55 "PR-S1A"
El. 818.78
5.32' LT.
37+15.88 "PR-S1A"
818.93
819.46
El. 818.20
32.45' LT.
37+27.18 "PR-S1A"
18.358
818.64
818.79
818.31
818.16
18.868
19.048
19.478
819.56
El. 819.97
4.93' LT.
108+89.53 "PR-L1"
19.388
El. 819.43
30.13' LT.
108+99.26 "PR-L1"
819.93
819.29
819.28
19.398
819.34
20.2 M.E.8
820.07
19.938
El. 819.97
5.62' RT.
108+89.01 "PR-L1"
20.058
19.428
El. 819.47
29.88' RT.
108+94.03 "PR-L1"
819.38
819.43
6'-
0
"
818.90
819.29
819.45 818.95
819.34
818.86
818.81
1.5%
1
.
5
%
1
.
5
%
1
.
5
%
820.2 M.E.
54.73' LT.
108+87.28 "PR-RL1"
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
20.2 M.E.8
820.28
6'-2"
820.20
820.5 M.E.
54.58' LT.
109+07.08 "PR-RL1"
820.19
819.13
8
%
819.09 8%
819.15
820.5 M.E.
44.62' LT.
109+05.68 "PR-RL1"
8%
1
0
'-0
"
820.03
8
%
819.86
819.91
8
%
8%
819.34
819.30
8%
818.69
8
%
818.84
For Additional Details, See INDOT Std. Dwg. E 604-SWCR-14.
For Additional Details, See Construction Details.
For Additional Details, See Spot Elevations.
TOC = Top of Curb
M.E. = Match Exist.
NOTES:
14
'-1"
11
'-8"
18'R
9'-1"
9'
-
9
"
7'
-
6
"
8'-1"
LEGEND
(See Typical Sections)
Full Depth HMA Pavement
F1
K
X
T
(See Typical Sections)
PCCP Truck ApronC
C1
F
(See Carmel Std. Dwg. 10-18)
Sidewalk, Concrete, 4 In.
K1
(Full Depth Pavement)
HMA for Approaches
R
28A
Mill 1.5 in. & Resurface
R1
(See Typical Sections)
HMA Wedge & Level
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
(See City of Carmel Std. 10-25C)
Roll Curb for Truck Apron
(See Typical Sections)
Widening with PCC Base, 6"
Type C (Full Depth Pavement)
HMA For Structure Installation,
(Full Depth Pavement)
Widening with HMA, Typc C
(See Miscellaneous Details)
Raised Pedestrian Crossing
Subgrade Treatment Type II
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
14 Straight Concrete Curb, Modified
(See Curb Ramp Details)
Curb Ramp, Concrete
(See Typical Sections)
Shared-Use Path
17 Curb & Gutter, Concrete, Type III
4
(See Landscape Plans)
Planting Areas
JAB EAK
NRM NRM
CURB RAMP DETAILS
1"=10'-0"
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
46
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DS.01.dgn5/24/2021 09:43:48 AMjhofman
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
X15
X14
X13
X16
X17
X18
X19
X20
X21
X22
X23
X24
6'-0"10'-0"6'-0"
6'-0"10'-0"6'-0"
6'-0"
10'-0"
6'-0"
6'-0"10'-0"6'-0"
6'-0"10'-0"6'-0"
6'-0"10'-0"6'-0"
6'-0"10'-0"6'-0"
Range Line Rd.Range Line Rd.
Medical Dr.
Medical Dr.
28
28 28
28 28
28
28
28
F
F
F1
F1
F1
F1
F1
F
F1
F1
F1
F1
2'-
0
"
2'-0
"
2
'
-
0
"
2'-0"2'-
0
"
2'-
0
"
2
'-0
"
2
'-
0
"2
'
-
0
"
7.6%1
.
5
%
4.2%
4.2%
1.
5
%
7.8%
2
.
2
%
4.2%
1.5%7.6%
0
.
6
%
7.5%1.5%
4.2
%
1.5%
1
.1
%
8'-0"6'-0"
6'-0"
10'-
11
"
11'-2"
6
'-
0
"
8
'-
0
"
6'-0"
8'-0"
6'-4"
1'-8"
6'-4"
6'-0"1'-11"
7'-6"
2
'
-
4
"
4'-
6
"
4'
-
3
"
3
'
-
8
"
6'-0"
8'-0"
3'
-
0
"
8'
-
0
"
3'-
0
"
8'-
0
"
ROUNDABOUT
AT RANGE LINE RD. & MEDICAL DR.
CURB RAMP DETAILS X13, X14 & X15
ROUNDABOUT
AT RANGE LINE RD. & MEDICAL DR.
CURB RAMP DETAILS X16, X17 & X18
ROUNDABOUT
AT MEDICAL DR. & RANGE LINE RD.
CURB RAMP DETAILS X19, X20 & X21
ROUNDABOUT
AT MEDICAL DR. & RANGE LINE RD.
CURB RAMP DETAILS X22, X23 & X24
El. 826.71
3.94' LT.
11+44.21 "PR-S2A"
El. 826.64
2.19' RT.
11+44.58 "PR-S2A"
El. 826.38
17.79' RT.
11+45.63 "PR-S2A"
El. 826.45
18.86' LT.
13+09.44 "PR-S2A"
El. 826.55
5.38' LT.
13+07.31 "PR-S2A"
El. 826.20
3.38' RT.
13+05.89 "PR-S2A"
El. 825.90
19.19' RT.
13+03.32 "PR-S2A"
Surface (Typ.)
Detectable Warning
Surface (Typ.)
Detectable Warning
Surface (Typ.)
Detectable Warning
Surface (Typ.)
Detectable Warning
2
'-0
"
6'-0"
8'-0"
6'-0"
8'-0"
3'-0"8
'-
0
"
3
'-0
"8'-
0
"
3'-
0
"
13
13
13
13
13
16
15
15
15
15
13
15
1315
13
15
15
15
13
15
13
15
15
13
15
15
13
13
15
15
1
0
'
-
4
"
3'-4"
3'
-
1
"
3'-0"
2'
-
9
"
3'-0"8'-0"
9
'-0
"
11
'-7"
7'-8"
9
'-
7
"
1
5
'-3
"
3
.3
%
1.5%
1
.5
%
2.7%
0.9%
5'
-
0
"
3'
-
0
"
11'-9"
29.118
29.118
El. 829.26
3.02' RT.
115+40.98 "PR-RL1
28.728
El. 828.87
25.50' RT.
115+43.58 "PR-RL1
28.698
El. 828.84
25.91' LT.
115+45.80 "PR-RL1
28.898
29.018
829.50
829.62
28.748
829.11
828.99
828.86
29.168
29.318
26.868
El. 826.95
17.68' LT.
11+43.43 "PR-S2A"
26.798
26.538
827.10
6'-0"10'-0"6'-0"
827.15
27.278
827.72
27.128
0
.
8
%
26.598
26.858
26.978
26.618
1.
0%
26.728
26.308
26.058
26.608
26.708
26.168
2.4%
827.10
El. 829.26
2.96' LT.
115+41.32 "PR-RL1 3
.9
%
24.858
El. 824.70
3.72' LT.
113+80.15 "PR-RL1
25.008
El. 824.85
3.00' RT.
113+81.32 "PR-RL1
El. 824.39
25.50' RT.
113+82.16 "PR-RL1
24.548
824.93
1
.
9
%
El. 824.15
29.02' LT.
113+73.99 "PR-RL1
24.308
24.208
24.458
24.578
824.32
24.358
24.478
24.49824.748
824.86
24.618
24.648
24.768
828.78
828.93
824.80
For Additional Details, See INDOT Std. Dwg. E 604-SWCR-14.
For Additional Details, See Raised Pedestrian Crossing Details.
For Additional Details, See Construction Details.
For Additional Details, See Spot Elevations.
TOC = Top of Curb
M.E. = Match Exist.
NOTES:
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
Curb Ramp, Concrete
825.95
825.920.5%
825.85
826.03
826.14
826.30
826.26
10'-11"
6'-0"
826.14
825.09
824.97
825.37
825.25
1
%
1
%
827.60
826.95
5
.
3
%
7'-6"
17
'R
1
2
'-0
"
1
0
'
-
4
"
Return Curb Req'd.
Return Curb Req'd.
Return Curb Req'd.
Return Curb Req'd.
Return Curb Req'd.
LEGEND
(See Typical Sections)
Full Depth HMA Pavement
F1
K
X
T
(See Typical Sections)
PCCP Truck ApronC
C1
F
(See Carmel Std. Dwg. 10-18)
Sidewalk, Concrete, 4 In.
K1
(Full Depth Pavement)
HMA for Approaches
R
28A
Mill 1.5 in. & Resurface
R1
(See Typical Sections)
HMA Wedge & Level
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
(See City of Carmel Std. 10-25C)
Roll Curb for Truck Apron
(See Typical Sections)
Widening with PCC Base, 6"
Type C (Full Depth Pavement)
HMA For Structure Installation,
(Full Depth Pavement)
Widening with HMA, Typc C
(See Miscellaneous Details)
Raised Pedestrian Crossing
Subgrade Treatment Type II
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
14 Straight Concrete Curb, Modified
(See Curb Ramp Details)
Curb Ramp, Concrete
(See Typical Sections)
Shared-Use Path
17 Curb & Gutter, Concrete, Type III
4
(See Landscape Plans)
Planting Areas
CURB RAMP DETAILS
EAK
NRMNRM
JAB
1"=10'-0"
N/A
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
47
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.DS.02.dgn5/24/2021 09:43:49 AMjhofman
Ind
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b
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Ind
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-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
0
5
1
1
0
1
1
5
1
1
0
104+00.00 "PR-RL1"
BEGIN PROJECT
Westfield Blvd.
Lin
e
"PR
-S1
A"
1
1
6
t
h
S
t.
3
5
+
0
0
Range Line Rd.
Line "PR-RL1"
Range Line Rd.
Line "PR-RL1"
Me
d
ic
a
l
D
r.
P.T. 36+00.50 "PR-S1A"
P.C. 107+90.28 "PR-RL1" =
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
A
p
p.
P.
L.
Ap
p
.
P
.L.
Ap
p
. Exist.
R/
W
App. Exist. R/W
App. Exist. R/W
Ap
p
. E
xist.
R/
W
Ap
p
. E
x
is
t
.
R/
W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
P
.L.
Ap
p
.
P
.L.
Ap
p
. P
.L.
App. Exist. R/W
App. Exist. R/W
Ap
p
.
Exis
t.
R
/
W
App. Exist. R/W
App. P.L. & R/W
App. Exist. R/W
App. Exist. R/W
App
.
P
.L.
Ap
p
.
P.L.
Ap
p
.
P.L.
Ap
p
. P
.L.
C
ar
m
el
C
k.
Fl
o
w
12" rcp
21" rcp
192
" cmp
1 2 " rcp
42" rcp
1
2
"
r
c
p
4" pv
c
42" rcp 42" rcp
6" vcp 8" vcp
2" pvc
6" pvc
3" pv
c
42" rcp12" rcp
42" rcp
12" rcp
18
" rcp
12" rcp
12
" rcp
21
" rcp
30" rcp
8" pvc
12
" rcp
12" rcp 12" rcp
12" rcp
12" rcp
12" cpp
30" rcp
6" pvc
8
"
p
vc8" vcp 8" vcp
12" rcp 42" rcp
12
" rcp
12" rcp 12" rcp
12" rcp
12" rcp
12" cpp
30
" rcp
6" pvc
8" p
v
c8" vcp
8" vcp
12
" rcp
24" rcp
42" rcp 36" rcp
to 12" cpp12" pvc12
" vcp
21" rcp
12" vcp
30
" rcp
12
" vcp
6" steel 36" rcp 36" rcp
12
" rcp
12
" rcp
8" cpp
12" rcp 12" rcp
42" rcp
36" rcp
12" rcp
12" rcp
24
" cpp
8" cpp
12
" cpp
12" rcp 12" rcp
36" rcp
12
" rcp
12
" rcp
12" rcp
18
" cpp
36" rcp
R/W
R/W
R/W
1
2
" rcp
R/W
R/W
Ap
p
.
E
xist.
R/
W
App. P.L. & R/W
Ap
p
.
P
.L.
& R
/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Temp. R/W Temp. R/W
Temp. R/W
Li
n
e
"
P
R
-
S
2
A
"
Temp. R/W
Temp. R/W
Temp. R/W
R/W
Temp. R/W
T
e
m
p
.
R/
W
Temp. R/W
Temp. R/W
Temp. R/W
R/W
Temp. R/W
Temp. R/W
Temp. R/W
T
e
m
p
.
R/
W
Temp. R/W
R/W
R/W
R/W
R/
W
Temp. R/W
Temp. R/W
45' RT.
+80
+93
44' RT.
59' RT.
+07
R/W
Temp. R/W
LD
LD
E
GM
W
W
W
WW
W
W
W
W
W
WW
H H
H
H
H
H
H
H
H
CC
-TR
WV
WV
WV
CC
-TR
T
H
WV
C
WV
H
WV
H
B
H
H
T
G
P
F
LEGEND
Temporary Inlet Protection
Temporary Silt Fence
Temporary Seed Mixture
Notes:
- All areas left undisturbed for more than 7 days
shall be Temporary Seeded and Temporary Mulched,
unless shown otherwise or as directed by the Engineer.
- Inlet Filters shall be installed on all curb inlets (See Specifications)
8
0
7
808
808
8
0
9
809
8
0
9
810
8
1
0
8
1
0
810
8
1
0
811
811 811
811
811
81
1
812
8
1
2
8
1
2
813
813
814
815
815
815
815
816
816
817
817
817
8
1
7
817
818
8
1
8
818
8
1
8
8
1
8
819
81
9
8
1
9
819
8
1
9
8
1
9
819
819
8
1
9
8
1
9
8
1
9
820
820
820
8
2
0
820
8
2
0
8
2
0
8
2
0
8
2
1
8
2
1
8
2
1
821
819
81
9
8
2
0
8218
2
1
8
2
1
8
2
1
8
2
1
821
821
821
822
8
2
2
823
8
2
3
8
2
3
8
2
3
824
824
824
8
2
5
825
825
826
8
2
6
82
6
8
2
6
827
828
8
3
0
830
8
3
1
8
3
2
8
3
3
8
3
3
8
3
3
8
3
3
8
3
4
83
4
8
3
5
8
3
6
836
836
83
7
838838
8
3
8
839
840
841LD
LD
LD
LD
H
H
H
T
T
H
H
H
CC
-TR
C
W
M
W
V
WV
W
V
H
B
PZZ
Z
PZZ
Z
PZZZ
PZZ
Z
PZZZ
PZZ
Z
H
H
H
H
T WV
LD
H
C WV
G
H
B
PZZ
Z
PZZZ
836.0848344BRK
1"=30'
N/A
RJC
NRMNRM
TJM EROSION CONTROL DETAILS
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
48
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
2
5
Range Line Rd.Line "PR-RL1"
C
a
rm
e
l
D
r.
Ap
p
. P.L.
Ap
p
.
P
.L.
App. Exist. R/W
Ap
p
.
P
.L.
App. Exist. R/W
App. Exist. R/W
Ap
p
.
P
.L.
Ap
p
.
P.L.
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
xis
t.
R/
W
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
P.L.
App. Exist. R/W
App. Exist. R/W
1
2" rcp 4" cpp
12" rcp 12
" rcp
36" rcp
12
" rcp
12
" rcp
1
2
" r
c
p
42
" rcp
12
" rcp
12" rcp 4" cpp
36" rcp
12
" rcp
12
" cmp
36" rcp
12
" rcp
36" rcp
1
2
" r
c
p
12
" rcp
30" rcp 36" rcp 30" rcp
12
" rcp
12
" rcp
App. Exist. R/W
App. Exist. R/W
Temp. R/W
Temp. R/W
122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
835
838
840
841 842
842
842
84
3
843844
844
84
4
8
4
5
845
8
4
5
8
4
5
8468
4
6
846
847
8
4
7847
847
847
848
848
848
8
4
8
848
848
8488
4
8
8
4
8
849
8
4
9
849
8
4
9
849
H
C WV
T C
W
M
G
G
H
H
H
T
H
H
H H
H
H TR
H
WV
WV
WV
WV
LEGEND
Temporary Inlet Protection
Temporary Silt Fence
Temporary Seed Mixture
Notes:
- All areas left undisturbed for more than 7 days
shall be Temporary Seeded and Temporary Mulched,
unless shown otherwise or as directed by the Engineer.
- Inlet Filters shall be installed on all curb inlets (See Specifications)
1"=30'
N/A
RJC
NRMNRM
TJM EROSION CONTROL DETAILS
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
49
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
116th Street
116th Street
R
a
n
g
e
Lin
e
Rd
.
Line "PR-S1A"
Line
"P
R-RL1
"
P.T. 36+00.50 "PR-S1A"
P.C. 107+90.28 "PR-RL1" =
3
5
W
e
s
tfie
ld
B
lv
d
.
8" pvc
12" rcp
12" rcp
8" vcp
8" vcp3" pvc
8" pvc
4" pv
c
6" pvc
12
" cpp
1
2
" c
pp
12" cpp
12
" rcp
12
" rcp
12
" rcp
12" rcp
12
" rcp
12" rcp
18" rcp
6" vcp
21" rcp
8" vcp
4
2
" rc
p
42
" rcp
1 2 " rcp
42
" rcp
42
" rcp
30
" rcp
8" pvc
12
" rcp
12" rcp
12" rcp
48" rcp
12" rcp
42" rcp
1
2" rc
p
8" pv
c
8" pvc
6" pvc3" pvc
2" pv
c
12
"
rcp
12" rcp 1
2
" cp
p
Ap
p
.
P
.L.
Ap
p
.
P
.
L.
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
Ap
p
.
E
x
is
t
.
R/
W
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
Ex
is
t
.
R
/
W
App
.
P
.L.
App. Exist. R/W
App. P.L. & R/W
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
P
.L.
& R/
W
R/W
R/W
App. Exist. R/W
Ap
p
.
P
.L.
Ap
p
.
P
.
L.
Ap
p
.
P
.L.
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
39+55.00 "PR-S1A"
END CONSTRUCTION
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
Te
m
p
.
R
/
W
Temp. R/W
T
e
m
p
.
R/
W
App. Exist. R/W
Temp. R/W
R/W
R/W
58' RT.
+73
59' RT.
+56
49' RT.
+55
49' RT.
+08+96
49' RT.
49' RT.
+76
50' RT.
+07
41' RT.
+38
51' LT.
+83
56' LT.
+21
R/W
A/C
A/C
A/C
A/C
LD
LDLD
LD
LD
EM
EM
EM EME
GM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T
T
T
H
H
H
H H
H
H
H
H
CC-TR
C
WV
WV
WV
WV
WV
CC-TR
T H
WV
C
WV
H
T
H
EM
T
T
EM
G
H
H
H
T
G
PF
LEGEND
Temporary Inlet Protection
Temporary Silt Fence
Temporary Seed Mixture
Notes:
- All areas left undisturbed for more than 7 days
shall be Temporary Seeded and Temporary Mulched,
unless shown otherwise or as directed by the Engineer.
- Inlet Filters shall be installed on all curb inlets (See Specifications)
8
0
9
8
1
0
8
1
1
8
1
2
81
2
812
812
81
3
81
3813813
814
814
814
815
815
815
816
816
8
16
816
817
8
17
8
1
7
817
817
818
8
1
8
818
8
1
8
8
1
8
818818
8
1
8
818
818
818
8
1
9
819
819
819
81
9
819
819
819
8
1
9
81
9
819
8
1
9
819
819
819
820
8
20
8
2
0
820
82
0
820
8
2
0
820
820
8
2
0
820
820
821
821
821
82
1
821
822
822
822
822
822822
823 823
8
2
4
824
824 825
825
825
826
8
2
6
TJM TJM
NRM NRM
N/A
1" = 30'
LINE "PR-S1A"
EROSION CONTROL DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
50
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
JKHJKH
EROSION CONTROL TABLE
NONE
N/A
NRM NRM
EROSION CONTROL TABLE
FROM STATION TO STATION LO
C
AT
I
O
N
F
E
N
C
E
T
E
M
P
.
S
I
L
T
P
R
O
T
E
C
T
I
O
N
T
E
M
P
.
I
N
L
E
T
M
I
X
T
U
R
E
T
E
M
P
.
S
E
E
D
T
E
M
P
.
M
U
LC
H
N
O
.
2
S
T
O
N
E
G
E
O
T
E
X
T
I
L
E
S
T
E
M
P
.
I
N
L
E
T
F
I
LT
E
R
REMARKS
LE
F
T
M
E
D
I
A
N
R
I
G
H
T
LFT EACH LBS TON TON SYS EACH
34+73 X 1 1
34+74 X 1 1
34+80 X 1 1
34+81 X 1 1
35+11 X 1 1
37+03 X 1 1
37+05 X 1 1
38+04 X 1
38+07 X 1 1
38+07 X 1 1
38+07 38+37 X 30
38+12 X 1 1
38+13 X 1 1
38+21 38+82 X 67
38+47 X 1 1
39+59 X 1 1
39+67 X 1 1
"Line PR-S2A"35 1
11+36 X 1 1
11+35 X 1 1
11+62 X 1 1
Totals 404 65 317 7 150 353 48
EROSION CONTROL TABLE
FROM STATION TO STATION LO
C
AT
I
O
N
F
E
N
C
E
T
E
M
P
.
S
I
L
T
P
R
O
T
E
C
T
I
O
N
T
E
M
P
.
I
N
L
E
T
M
I
X
T
U
R
E
T
E
M
P
.
S
E
E
D
T
E
M
P
.
M
U
LC
H
N
O
.
2
S
T
O
N
E
G
E
O
T
E
X
T
I
L
E
S
T
E
M
P
.
I
N
L
E
T
F
I
LT
E
R
REMARKS
LE
F
T
M
E
D
I
A
N
R
I
G
H
T
LFT EACH LBS TON TON SYS EACH
"Line PR-RL1"211 5
103+92 106+08 X 216
104+57 X 1 1
104+99 X 1 1
105+81 X 1 1
106+45 X 1
106+79 X 1 1
106+86 X 1 1
108+80 X 1 1
108+98 X 1 1
110+32 X 1 1
110+35 X 1 1
110+36 X 1
110+61 X 1
110+65 X 1 1
111+22 X 1
112+65 X 1
113+92 X 1 1
113+98 X 1 1
114+01 X 1 1
114+06 X 1 1
114+11 X 1 87 FT TO THE RIGHT
114+94 X 1 1
115+36 X 1
115+53 X 1 1
115+54 X 1 1
115+59 X 1 1
115+61 X 1 1
116+06 X 1
116+52 X 1
117+28 X 1
117+84 X 1
117+89 X 1
118+00 X 1 1
118+20 X 1
118+70 X 1 1
120+35 X 1 1
120+36 X 1 1
121+26 X 1
121+33 X 1
121+50 X 1
123+58 X 1 1
123+73 X 1 1
124+21 X 1 1
124+31 X 1 1
"Line PR-S1A"71 1
32+75 X 1 1
32+75 X 1 1
32+76 32+96 X 20
33+07 33+74 71
34+20 X 1 1
34+21 X 1 1
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
51
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
M
edical D
r.
Rang
e Line Rd.
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
Line "PR-RL1"
Line
"PR-
S2A"
14+00
11
4
+
00
13+00
F1
F
8'-0"
5'-0"
WALL SOIL PARAMETERS
(See Special Provisions for Details)
A
pp.
Exist.
R/W
R/W
Tem
p.
R/W
R/W
R/W
Temp. R/W
2'-0"
PLAN
Scale: 1"=10'-0"; Contours Intervals 1'-0"
ELEVATION - F.F. WALL
Scale: 1"=10'-0" Horizontal; 1"=10'-0" Vertical
830
820
810 810
820
830
840
88
.0'
R
135'-7"
9'-0"35'-3"6'-9"4'-3"58'-8"
Top of Wall LevelTop of Wall El. 825.33
Begin Retaining Wall
Existing Ground
Top of Wall El. 825.00
End Retaining Wall
Pad El. 821.00
Top Leveling
8
2
3
.5
8
2
3
.3
8
2
3
.1
8
2
3
.6
8
2
3
.6
8
2
3
.6
8
2
3
.8
8
2
4
.0
8
2
4
.1
8
2
4
.3
Wall Turning Point
Wall Turning PointWall Turning Point
55.51' RT.
12+75.26 "PR-S2A"
Begin Retaining Wall
35.14' RT.
13+12.54 "PR-S2A"
Turning Point
28.44' RT.
13+13.65 "PR-S2A"
P.C. Turning Point
46°18'46"
42°54'13"
19°20'3"
84°45'57"
1°56'3"
R.F. R
et
aining W
all
R.F. Retaining Wall
F.F. Retaining Wall
F.F. R
etaining W
all
56.82' RT.
12+84.17 "PR-S2A"
Turning Point
26.02' RT.
14+02.03 "PR-S2A"
End Retaining Wall
57.76' RT.
+73.45 "PR-S2A"
C
on
str.
Limit
s
13A
Constr. Limits
13
A
6"1'-6"
6"
1'-6"
P.C. Wall Turning Point
21'-8" (Rad.)
P.T. Wall Point
823
823
824
824
825
825
825
8
25
826
826
827
828 829 83
0
824
825
El. 825.33
Top of Wall Top of Wall
(Along R.F.)
(Along R.F.)
15
1.5%
1.5
%
15
5'-0"2'-0"
4
1
Backfill Type 3Structure
(Coarse Aggregate, No. 8)Aggregate for Drainage Fill
6"1'-0"
H
Top Leveling Pad El.
Aggregate Leveling Pad
(Slope to Drain)*6" Ø Perf. Pipe
Block Cap* Modular
F.F.R.F.
Top of Wall El.
Block Wall* Modular
1'-0"
A
Exist. Pavement
* Per Block Wall Manufacturers Recommendations.
NOTE:
13
3'-0"
8
2
5
.1
4
8
2
5
.2
8
8
2
5
.8
0
8
2
3
.3
8
2
5
.6
0
8
2
5
.4
4
8
2
4
.7
5
8
2
5
.6
1
8
2
5
.7
2
8
2
3
.6
8
2
5
.6
5
8
2
5
.4
7
8
2
5
.3
4
8
2
5
.0
6
El. 826.00
Top of Wall
Top of Wall Level
El. 826.00
Top of Wall
Line El.
Prop. Ground
Pad El. 821.67
Top Leveling
14'-8"44'-0"
8
"
No. 53 Base on Geotextiles
6" Compacted Aggregate
Subgrade Treatment, Type IC
6"
(
Min
.)
2
'-0
"
" = 1'-0"83Scale:
B
MODULAR BLOCK WALL SECTION B-B
BA
A
1.5%
4
1
Backfill Type 3Structure
(Coarse Aggregate, No. 8)
Aggregate for Drainage Fill
6"1'-0"
H
Top Leveling Pad El.
Aggregate Leveling Pad
(Slope to Drain)*6" Ø Perf. Pipe
Block Cap* Modular F.F.R.F.
Top of Wall El.
Block Wall* Modular
1'-0"
A
F1
Exist. Pavement
* Per Block Wall Manufacturers Recommendations.
NOTE:
13
3'-0"
No. 53 Base on Geotextiles
6" Compacted Aggregate
Subgrade Treatment, Type IC
Line El.
Prop. Ground
6"
(
M
in
.
)
2
'-
0
"
" = 1'-0"8
3Scale:
MODULAR BLOCK WALL SECTION A-A
Varies8'-0"
(12:1 Max.)
Varies
A
pp.
Exist.
R/W
App
. Exist. R/W
Tem
p. R/W
(1
2:1
Max.)
Varies
SLEEVE DETAIL
Not to Scale
Vertical Leg
Struts
Cantilever Base
Rear Sleeve Half
Lid
Front Sleeve Half
12"Ø x 24" Deep
(See Special Provisions for Details)
1.5%
F 3
'-6
"
(
M
in
.
)1'-0"1'-0"
1/2" Expansion Joint Material Req'd.
Btwn. Handrail Post
4" Conc. Sidewalk Req'd.
Prop. Ground Line El.
12"Ø x 24" Deep Sleeve Filled with Class "A" Concrete
1'-0"
27.93' RT.
13+42.69 "PR-S2A"
Turning Point
27.78' RT.
13+37.98 "PR-S2A"
P.T. Wall Point
89
.0'
R
R.F.
(Along � H
and
rail)
(Post & Sleeve Spa.)
14 Spa. @ 6'-0" = 84'-0"
25.03' RT.
+01.76
27.40' RT.
+14.07
� Handrail, Decorative
� H
and
r
ail, D
ecorative
Dec
orati
ve
� Han
d
rail
For Additional Details, See Spot Elevation Details Range Line Road and Medical Drive.
For Handrail, Decorative Details, See Landscape Details.
NOTES:
LD
H
CC
-
T
R
W
V
LEGEND
Full Depth HMA Pavement
(See Typical Sections)
F1
K
X
T PCCP Truck Apron
(See Typical Sections)
C
C1
F Sidewalk, Concrete, 4 In.
(See Carmel Std. Dwg. 10-18)
K1 HMA for Approaches
(Full Depth Pavement)
R
28A
Mill 1.5 in. & Resurface
R1 HMA Wedge & Level
(See Typical Sections)
13
15
16
22Straight Concrete Curb
Curb & Gutter, Concrete, Type II
26 Sodding, Nursery
Center Curb, Type D
Roll Curb for Truck Apron
(See City of Carmel Std. 10-25C)
Widening with PCC Base, 6"
(See Typical Sections)
HMA For Structure Installation,
Type C (Full Depth Pavement)
Widening with HMA, Typc C
(Full Depth Pavement)
Raised Pedestrian Crossing
(See Miscellaneous Details)
PCCP for Approaches, 9 in., on
Subgrade Treatment Type II
PCCP for Approaches, 6 in., on
Subgrade Treatment Type II
14 Straight Concrete Curb, Modified
Curb Ramp, Concrete
(See Curb Ramp Details)
Shared-Use Path
(See Typical Sections)
17 Curb & Gutter, Concrete, Type III
4 Planting Areas
(See Landscape Plans)
TJM
NRM
RJC
NRM
RETAINING WALL NO. 1 DETAILS
AS NOTED
NONE, UNLESS NOTED
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
52
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.RET-1.01.dgn5/24/2021 09:44:00 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
116th Street
R
a
n
g
e
Lin
e
R
d
.
Lin
e "PR
-S1A
"
Lin
e
"PR-RL1"
3
5
W
e
s
t
fie
ld
B
lv
d
.
App. Exist. R/W
Ap
p
.
Ex
is
t
.
R
/
W
Ap
p
.
Exis
t.
R
/
W
Ap
p
.
E
xis
t.
R
/
W
Ap
p
.
Ex
is
t
.
R
/
W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
P.L.
App. Exist. R/W
106+95 "PR-RL1", 42.5' LT.
Luminaire No. 3
106+50 "PR-RL1", 37.1' RT.
Luminaire No. 5
36+95 "PR-S1A", 43.9' RT.
Luminaire No. 6
37+52 "PR-S1A", 33.0' LT.
Luminaire No. 7
37+23 "PR-S1A", 64.0' LT.
Service Point, "A" Type II
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
(To Be Removed & Salvaged)
Exist. Decorative Light Pole
34+65 "PR-S1A", 34.3' RT.
Luminaire No. 2 R/W
R/W
&
R
/
W
Ap
p
.
P
.
L.
App. P.L. & R/W
App. Exist. R/W
R/W
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
R
/
W
37+34 "PR-S1A", 35.4' RT.
Handhole, Type B
the Property of The Carmel Street Department.
All Removed Decorative Light Poles to remain
NOTE:
109+23 "PR-RL1", 31.7' LT.
Luminaire No. 10
109+65 "PR-RL1", 35.5' RT.
Luminaire No. 11
105+92 "PR-RL1", 35.5' LT.
Luminaire No. 4
105+90 "PR-RL1", 33.5' LT.
Comm. Handhole, Type A
35+02 "PR-S1A", 39.2' RT.
Comm. Handhole, Type A
36+92 "PR-S1A", 73.0' LT.
Comm. Handhole, Type C
Ap
p
.
P
.L.
&
R
/
W
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
(To Be Removed)
Exist. Light Pole
35+05 "PR-S1A", 40.9' LT.
Comm. Handhole, Type B
39+47 "PR-S1A", 43.0' LT.
Comm. Handhole, Type A
33+20 "PR-S1A", 35.4' LT.
Comm. Handhole, Type A
37+08 "PR-S1A", 40.0' RT.
Comm. Handhole, Type B
108+64 "PR-RL1", 46.8' LT.
Comm. Handhole, Type B
Connect to Prop. Circuit)
(To Remain in Place &
Exist. Decorative Light Pole
107+01 "PR-RL1", 42.9' LT.
Comm. Handhole, Type A
35+29 "PR-S1A", 56.6' RT.
Handhole, Type B
33+51 "PR-S1A", 34.0' RT.
Luminaire No. 1
35+24 "PR-S1A", 46.6' LT.
Luminaire No. 8
108+67.6 "PR-RL1", 43.8' RT.
(Exist. Traffic Pole Location)
Luminaire No. 9
(To Remain)
Exist. Light Pole
R/W
R/W
R/W
LD
LDLD
LD
LD
EM EME
GM
W
W
W
W
W
W
W
W
W
W
W
W
T
T
T
H
H
H
H
H H
H
H
H
H
CC-TR
C
WV
WV
CC-TR
T H
WV
C
WV
H
T
H
G
H
H
H
T
G
PF
Lighting Circuit Number
Service Point
A-1
Controller Box (Lighting & Irrigation)
(See Carmel Standard Drawings)
Handhole (Type as Shown)
LEGEND
on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings)
Proposed 152 W LED Luminaire
(2) 4-1C No. 4 CU Conductor in Plastic Duct in Trench
(2) 4-1C No. 4 CU Conductor in 3" PVC Schedule 80 Conduit
on New 15' Pole and Deco Base (See Carmel Standard Drawings)
Proposed 70 W LED Luminaire
1x 4-in. Conduit, PVC, Schedule 40 &
1x 4-in. Conduit, PVC, Schedule 40 with
Innerducts (See Carmel Standard Drawings)
1x 4-in. Conduit, PVC, Schedule 80 &
1x 4-in. Conduit, PVC, Schedule 80 with
Innerducts (See Carmel Standard Drawings)
EMS RJC
HRS HRS
1" = 20'
N/A
116th ST. AND RANGE LINE RD.
LIGHTING DETAILS
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
53
FOR APPROVAL
RECOMMENDED
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
HA
H
S .R KIDRAH
11400180
Range Line Rd.
Line "PR-RL1"
1
1
0
1
1
5
App. Exist. R/W
App. Exist. R/W
113+62 "PR-RL1", 30.5' RT.
Luminaire No. 17
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
M
e
d
ic
a
l D
r
.
App. P.L. & R/W R/W
Lin
e
"P
R-
S
2
A"
Lin
e
"P
R-
S
2
A"
113+94 "PR-RL1", 48.0' LT.
Luminaire No. 18
(To Be Removed)
Exist. Light Pole
12+70 "PR-S2A", 37.1' RT.
Luminaire No. 19
13+29 "PR-S2A", 19.6' RT.
Handhole, Type A
13+28 "PR-S2A", 20.8' LT.
Luminaire No. 21
11+66 "PR-S2A", 40.6' LT.
Luminaire No. 22
115+69 "PR-RL1", 38.2' LT.
Luminaire No. 24
(To Be Removed)
Exist. Light Pole
111+20 "PR-RL1", 35.5' RT.
Luminaire No. 13
111+62 "PR-RL1", 35.5' LT.
Luminaire No. 14
111+27 "PR-RL1", 33.0' RT.
Luminaire No. 15
112+78 "PR-RL1", 28.6' LT.
Luminaire No. 16
115+16 "PR-RL1", 33.2' RT.
Luminaire No. 23 116+12 "PR-RL1", 29.5' RT.
Luminaire No. 25
110+13 "PR-RL1", 34.1' LT.
Comm. Handhole, Type A
114+28 "PR-RL1", 38.4' RT.
Comm. Handhole, Type A
11+24 "PR-S2A", 22.0' LT.
Handhole, Type A
115+69 "PR-RL1", 32.4' RT.
Handhole, Type B
13+41 "PR-S2A", 20.6' LT.
Service Point, "B" Type II
R/W
R/
W
R/W
R/W
App. Exist. R/W
R/W
Ap
p
.
Ex
is
t
.
R
/
W
(To Be Removed)
Exist. Light Pole
11+20 "PR-S2A", 20.9' RT.
Luminaire No. 20
111+41 "PR-RL1", 33.5' LT.
Comm. Handhole, Type A
113+61 "PR-RL1", 29.0' LT.
Comm. Handhole, Type A
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
11+42 "PR-S2A", 23.0' RT.
Comm. Handhole, Type A
11+40 "PR-S2A", 23.6' LT.
Comm. Handhole, Type A
115+23 "PR-RL1", 34.5' LT.
Comm. Handhole, Type B
115+27 "PR-RL1", 31.4' RT.
Comm. Handhole, Type A
115+97 "PR-RL1", 27.2' LT.
Comm. Handhole, Type A
12+81 "PR-S2A", 37.0' LT.
Comm. Handhole, Type B
13+78 "PR-S2A", 22.9' LT.
Comm. Handhole, Type A
110+19 "PR-RL1", 35.5' LT.
Luminaire No. 12
Private Light, Relocate
Private Light, Relocate
LD
LD
LD
LD
H
H
H
T
T
H
H
H
CC-TR
C
W
M
W
V
W
V
W
V
W
V
W
V
H
B
H
H
H
H
F
P
Lighting Circuit Number
Service Point
A-1
Controller Box (Lighting & Irrigation)
(See Carmel Standard Drawings)
Handhole (Type as Shown)
LEGEND
on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings)
Proposed 152 W LED Luminaire
(2) 4-1C No. 4 CU Conductor in Plastic Duct in Trench
(2) 4-1C No. 4 CU Conductor in 3" PVC Schedule 80 Conduit
on New 15' Pole and Deco Base (See Carmel Standard Drawings)
Proposed 70 W LED Luminaire
1x 4-in. Conduit, PVC, Schedule 40 &
1x 4-in. Conduit, PVC, Schedule 40 with
Innerducts (See Carmel Standard Drawings)
1x 4-in. Conduit, PVC, Schedule 80 &
1x 4-in. Conduit, PVC, Schedule 80 with
Innerducts (See Carmel Standard Drawings)
RJCEMS
HRS HRS
N/A
1"=20'
LIGHTING DETAILS
RANGE LINE ROAD
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
HA
H
S .R KIDRAH
11400180
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
54
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.LT.02.dgn5/24/2021 09:44:03 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
Range Line Rd.
Line "PR-RL1"
1
2
0
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
117+48 "PR-RL1", 29.5' RT.
Luminaire No. 27
117+17 "PR-RL1", 29.5' LT.
Luminaire No. 26
120+73 "PR-RL1", 29.5' LT.
Luminaire No. 32
122+12.93 "PR-RL1"
END PROJECT
App. Exist. R/W
118+66 "PR-RL1", 29.5' RT.
Luminaire No. 29
118+23 "PR-RL1", 29.5' LT.
Luminaire No. 28
119+48 "PR-RL1", 29.5' LT.
Luminaire No. 30
119+71 "PR-RL1", 29.5' RT.
Luminaire No. 31
121+79 "PR-RL1", 29.5' LT.
Luminaire No. 34
121+02 "PR-RL1", 29.5' RT.
Luminaire No. 33
122+38 "PR-RL1", 28.3' RT.
Luminaire No. 35
119+25 "PR-RL1", 27.6' LT.
Comm. Handhole, Type A
122+55 "PR-RL1", 31.0' LT.
Comm. Handhole, Type A
App
.
P
.L.
Ap
p
.
P.L.
Ap
p
.
P.L.
Ap
p
.
P.L.
App
.
P
.L.
Ap
p
.
P.L.
T
WV
H
C WV
T C
W
M
G
H
B
G
H
H
836.0848344BRK
Lighting Circuit Number
Service Point
A-1
Controller Box (Lighting & Irrigation)
(See Carmel Standard Drawings)
Handhole (Type as Shown)
LEGEND
on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings)
Proposed 152 W LED Luminaire
(2) 4-1C No. 4 CU Conductor in Plastic Duct in Trench
(2) 4-1C No. 4 CU Conductor in 3" PVC Schedule 80 Conduit
on New 15' Pole and Deco Base (See Carmel Standard Drawings)
Proposed 70 W LED Luminaire
1x 4-in. Conduit, PVC, Schedule 40 &
1x 4-in. Conduit, PVC, Schedule 40 with
Innerducts (See Carmel Standard Drawings)
1x 4-in. Conduit, PVC, Schedule 80 &
1x 4-in. Conduit, PVC, Schedule 80 with
Innerducts (See Carmel Standard Drawings)
RJCEMS
HRS HRS
N/A
1"=20'
LIGHTING DETAILS
RANGE LINE ROAD
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
55
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.LT.03.dgn5/24/2021 09:44:04 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
HA
H
S .R KIDRAH
11400180
Lin
e
"
PR
-RL1
"
R
a
n
g
e
Lin
e
R
d
.
Ap
p
.
E
xist.
R
/
W
Ap
p
.
E
xist.
R/
W
1
2
5
+
0
0
122+55 "PR-RL1", 31.0' LT.
Comm. Handhole, Type A
Carmel Dr.
Carmel Dr.
(To Remain in Place)
Exist. Decorative Light Pole
(To Remain in Place)
Exist. Decorative Light Pole
App. Exist. R/W
See Carmel Std. Dwg. 10-43A
122+67 "PR-RL2", 42.2' Rt.
(To Be Relocated on New Pole Foundation)
Exist. Decorative Light Pole
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
xis
t.
R
/
W
Ap
p
.
Exis
t.
R
/
W
POINT
SERVICE TYPE
BREAKER
MAIN
100 AMP
CIRCUIT
BRANCH
A II
30 AMP
BREAKER
CIRCUIT
BRANCH
DROPE (%)
VOLTAGE
MAX
60 AMP
SERVICE POINT AMP TABLE
(LIGHTING)
A-1
(RECEPTACLE)
A-2
B II 100 AMP
(LIGHTING)
B-1
(RECEPTACLE)
B-2
30 AMP
60 AMP
5.58 7.42 1.55
3.77
8.50 7.92 1.02
3.35
(Black)
AMPS
COMPUTED
(Red)
AMPS
COMPUTED
11.43 16.00
22.57 20.57
WV WV
WV
H H
T H
H
H
H TR
T
WV
WV WV WV
Lighting Circuit Number
Service Point
A-1
Controller Box (Lighting & Irrigation)
(See Carmel Standard Drawings)
Handhole (Type as Shown)
LEGEND
on New Pole w/ 8' Mast Arm and Deco Base (See Carmel Standard Drawings)
Proposed 152 W LED Luminaire
(2) 4-1C No. 4 CU Conductor in Plastic Duct in Trench
(2) 4-1C No. 4 CU Conductor in 3" PVC Schedule 80 Conduit
on New 15' Pole and Deco Base (See Carmel Standard Drawings)
Proposed 70 W LED Luminaire
1x 4-in. Conduit, PVC, Schedule 40 &
1x 4-in. Conduit, PVC, Schedule 40 with
Innerducts (See Carmel Standard Drawings)
1x 4-in. Conduit, PVC, Schedule 80 &
1x 4-in. Conduit, PVC, Schedule 80 with
Innerducts (See Carmel Standard Drawings)
RJCEMS
HRS HRS
N/A
1"=20'
LIGHTING DETAILS
RANGE LINE ROAD
LUMINAIRE TABLE: SERVICE B
LUMINAIRE NO.17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
LUMINAIRE TYPE (SEE LEGEND BELOW)LED LED LED LED LED LED LED LED POST POST POST POST POST POST POST POST POST POST POST
FOUNDATION TYPE (SEE LEGEND BELOW)STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD18 STD18 STD18 STD18 STD18 STD18 STD18 STD18 STD18 STD18 STD18
CIRCUIT NUMBER B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1
CIRCUIT CONNECTION B B R R B B R R B B R R B B R R B B R
RECEPTACLE YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES
CONNECTOR TYPE (PER E807-LTWR-01)I I II II III II II III II II II II II II II II II I I
MAST ARM LENGTH (FT)8'8'8'8'8'8'8'8'----------------------
ELEVATION (IN)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
POLE SET BACK (FT)30.5' RT 48.0' LT 37.1' RT 21.0' RT 20.8' LT 40.6' LT 33.2' RT 38.2' LT 29.5' RT 29.5' LT 29.5' RT 29.5' LT 29.5' RT 29.5' LT 29.5' RT 29.5' LT 29.5' RT 29.2' LT 28.1' RT
SHOULDER WIDTH (FT)--------------------------------------
LUMINAIRE E.M.H. (FT)30'30'30'30'30'30'30'30'15'15'15'15'15'15'15'15'15'15'15'
NUMBER OF LUMINAIRES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
SET BACK FROM
FACE OF CURB
LINE "PR-RL1""PR-RL1""PR-S2A""PR-S2A""PR-S2A""PR-S2A""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1"
RAMP
SEE NOTES
LED = 152W, TYPE III, 6000K, COLUMBIA LUMINAIRE STD18 = LIGHT STANDARD FOUNDATION, 18" X 72" WITH DECO WRAP BASE, WASHINGTON
POST = 70W, TYPE III, 4000K, WASHINGTON LUMINAIRE STD30 = LIGHT STANDARD FOUNDATION, 30" X 96" WITH DECO WRAP BASE, WASHINGTON
B = BLACK CIRCUIT SIG = REUSE EX SIGNAL FOUNDATION
R = RED CIRCUIT
Use E.M.H. as pole height
LUMINAIRE TABLE: SERVICE A
LUMINAIRE NO.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
LUMINAIRE TYPE (SEE LEGEND BELOW)LED LED LED LED LED LED LED LED LED LED LED POST POST POST POST POST
FOUNDATION TYPE (SEE LEGEND BELOW)STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD30 STD 30 STD 18 STD18 STD18 STD18 STD18
CIRCUIT NUMBER A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1
CIRCUIT CONNECTION R B R B R B R B B R R B B R R B
RECEPTACLE YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES
CONNECTOR TYPE (PER E807-LTWR-01)I II III I I III III II II II II II II II I I
MAST ARM LENGTH (FT)8'8'8'8'8'8'8'8'8'8'8'----------
ELEVATION (IN)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5
POLE SET BACK (FT)34.0' RT 34.3' RT 43.5' LT 35.5' LT 37.1' RT 43.9' RT 33.0' LT 46.6' LT 43.8' RT 31.7' LT 35.5' RT 35.5' LT 35.5' RT 35.9' LT 33.0' RT 28.6' LT
SHOULDER WIDTH (FT)--------------------------------
LUMINAIRE E.M.H. (FT)30'30'30'30'30'30'30'30'30'30'30'15'15'15'15'15'
NUMBER OF LUMINAIRES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
SET BACK FROM
FACE OF CURB
LINE "PR-S1A""PR-S1A""PR-RL1""PR-RL1""PR-RL1""PR-S1A""PR-S1A""PR-S1A""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1""PR-RL1"
RAMP
SEE NOTES
LED = 152W, TYPE III, 6000K, COLUMBIA LUMINAIRE STD18 = LIGHT STANDARD FOUNDATION, 18" X 72" WITH DECO WRAP BASE, WASHINGTON
POST = 70W, TYPE III, 4000K, WASHINGTON LUMINAIRE STD30 = LIGHT STANDARD FOUNDATION, 30" X 96" WITH DECO WRAP BASE, WASHINGTON
B = BLACK CIRCUIT SIG = REUSE EX SIGNAL FOUNDATION
R = RED CIRCUIT
Use E.M.H. as pole height
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
HA
H
S .R KIDRAH
11400180
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
56
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.LT.04.dgn5/24/2021 09:44:14 AMjhofman
Ind
ia
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
A/
C
A/
C
A/
C
A/
C
E
M
E
M
E
M
E
M
E
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
W
W
W WW
W
W
W
W
W
W
WW
W
W
R
B
-
0
R
B
-
0
M
O
N
FF
E
G
M
G
M
R
B
-
0
M
B
FF
E
C
C
-
T
R
T
C
E
M
R
B
-
0
R
B
-
0
T
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129HARDSCAPE SHEETS
WESTFIELD BLVD
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR ANDPATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
10
10
10
10
10
R/W
R/W
R/W
R/W
R/W
11 11
11
11
R/W
6
6
6
6 6
6
11
11
11
44
57
E
M
E
M
G
M
R
B
-
0
T
T
R
B
-
0
T
58
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
RANGE LINE ROAD
3
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUS
SETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR ANDPATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
10
11
6
T
H
S
T
R
E
E
T
HARDSCAPE SHEETS
5
5
5
5
2
2
2
2
22
2
3
3 3
3
1
1 1
111
1
1
2
5
10
10
1
1
6
T
H
S
T
R
E
E
T
4
6
6
6
6
6
6
6
6
6
6 4
4
4
4
4
4
6
6
6
10
11
2
11
1
1
6
11
1
1
EXISTING SIDEWALK TO BEPROTECTED AND PRESERVEDTHROUGH CONSTRUCTION
T
C
C
-
T
R
C
R
B
-
0
T
C836.0848344BRK
59
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
RANGE LINE ROAD
3
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR ANDPATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
1
2
ME
D
I
C
A
L
D
R
I
V
E
HARDSCAPE SHEETS
3
3
3
22
112
2
2
2 2
2
2
1
1
1
1
1
1
1
1 1
6
6
6
6
66
4
5
5
5
4
4
44
4
4
115
5
5
5 5 5
5
4
4
6
11
10
5
1
11
1
6
6
6
10
11
12
12
M
O
N
T C
W
M
T
M
O
N
F
P
H
P
P
S
T
P
P
S
T
T
R
60
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR AND
PATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
RANGE LINE ROAD
3
HARDSCAPE SHEETS
3 3
3
3333
33
2
22
2 2 2 2
2 2
2
2
11111
1 1 1 1
1 1
1
1
LINE ''PR-RL1''
6
6 6
6
6
6
44
11
6 6 6
6
6
DECORATIVE TRAIL TO MATCH
PHASE I AND PROSCENIUM
IMPROVEMENTS
EXISTING SIDEWALK TO BEPROTECTED AND PRESERVEDTHROUGH CONSTRUCTION
MB
C
FFE
C
EM
FFE
EM
EM
EM EM EM
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR ANDPATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
116TH STREET
2
RA
N
G
E
L
I
N
E
R
O
A
D
10
HARDSCAPE SHEETS
2
2
2
10
10
10
10
5
5
5
5
3
1
1
1
1
6
6
6
6
6
64
4
44
4
4
4
4
11
11
11
1
11
1
6
11
10
6
6
6
6
6
TIE INTO EXISTING ASPHALTTRAIL; INSTALL NEW PATH FLUSHWITH SMOOTH TRANSITION
8
8
61
A/C
A/C
A/C
A/C
GM
MB
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
116TH STREET
RA
N
G
E
L
I
N
E
R
O
A
D
5
HARDSCAPE SHEETS
2
2
2
2
10
10
10
10
10
5
55
3
3
1
1
11
1
4
4
4
4
4
4
6
6
6
6
6 11
11
11
11
6
6
6
4
1
2
10
11
1
8
8
EXISTING SIDEWALK TO BEPROTECTED AND PRESERVEDTHROUGH CONSTRUCTION
EXISTING SIDEWALK TO BEPROTECTED AND PRESERVEDTHROUGH CONSTRUCTION
EXISTING SIDEWALK TO BEPROTECTED AND PRESERVEDTHROUGH CONSTRUCTION
1.6" WIDE INTEGRAL COLORED CONCRETE BAND. SEE HARDSCAPEDETAILS.
2. ASPHALT BLOCK PAVER ON CONCRETE BASE AND BITUMINOUSSETTING BED. PAVER TO BE HANOVER ARCHITECTURAL PRODUCTS 8"x8"x 3” ASPHALT BLOCK PAVER. SEE HARDSCAPE DETAILS FOR PAVERFINISH, COLOR AND PATTERN INFORMATION.
3. ASPHALT BLOCK PAVER CROSSING AT PRIVATE DRIVE. PAVER TO BEHANOVER ARCHITECTURAL PRODUCTS 8"X 8"X 3" ASPHALT BLOCKPAVER. SEE HARDSCAPE DETAILS FOR PAVER FINISH, COLOR AND
PATTERN INFORMATION.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" PLANTINGSOIL MIX. SEE HARDSCAPE DETAILS.
5. CURB RAMP, WITH PAVERS. SEE HARDSCAPE DETAILS ANDENGINEERING PLANS.
6. PLANTING AREA TO RECEIVE 12" PLANTING SOIL MIX. SEE LANDSCAPEPLANS FOR PLANTS AND SOIL MIX DETAILS.
7. (NOT USED)
8. ASPHALT MULTI-USE TRAIL; SEE CARMEL STANDARD DRAWING
9. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
10. CONCRETE CURB RAMP, SEE CURB RAMP DETAILS.
11. CONCRETE SIDEWALK, SEE CARMEL STANDARD DRAWING 10-18
12. DECORATIVE HAND RAIL
KEYNOTES
ALTERNATE BID 1 - SEE TECHNICAL SPECIFICATION FOR DETAILS*
*
*
*
*
62
DECORATIVE ASPHALT PAVERS. SEE
PAVER PATTERN DETAIL FOR PAVER
SIZE AND COLOR.
SAND SWEPT 116" JOINTS
THICK BITUMINOUS SETTING BED
TAC COAT
CONC. SLAB W/ 6"X6", 66 WWM
2" Ø CORE DRILLED WEEP HOLES @ 100 SF O.C.
* FILL W/ 1/4:" CHIP AGGREGATE, NO FINES (TYP.)
COMPACTED #53 COARSE
AGGREGATE BASE
COMPACTED SUBGRADE
3"3/4"
5"
4"
12" PREFORMED EXPANSION JOINT
34" DIAMETER X 16" SMOOTH DOWEL BAR @ 24" OC.
6" WIDE INTEGRALLY COLORED CONCRETE BAND.
COLOR: LM SCOFIELD SG237-1 'SAND BUFF' OR
APPROVED EQUAL.
FINISH: BROOM
PLACE CONCRETE SCORE JOINTS AT 15'-0" OC
MAXIMUM.
SEE DECORATIVE CONCRETE BAND DETAIL.
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER ARCHITECTURAL PRODUCTS
#A80037 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER ARCHITECTURAL PRODUCTS
#A80013 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
7'-4"2'-8"2'-8"
C
3'-
6
"
3'-
6
"
6"
6"
PAVER PATTERN GENERAL NOTES
1. CONTRACTOR SHALL PREPARE A FULL
SIZE MOCK UP MEASURING 8' X 16'
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL SEEK OWNER
APPROVAL OF MOCK UP PRIOR TO
INSTALLATION OF CONCRETE BANDS
AND PAVER PATHWAY.
2. DO NOT USE UNIT PAVERS WITH
CHIPS, CRACKS, VOIDS,
DISCOLORATIONS, AND OTHER
DEFECTS THAT MIGHT BE VISIBLE IN
FINISHED WORK.
3. TO PREPARE THE DOMINANT PAVER
FIELD, MIX ASPHALT PAVERS FROM A
MINIMUM OF THREE (3) BUNDLES
SIMULTANEOUSLY DRAWING THE
PAVER VERTICALLY RATHER THAN
HORIZONTALLY, AS THEY ARE PLACED,
TO PRODUCE UNIFORM BLEND OF
COLORS AND TEXTURES.
4. PROVIDE ASPHALT PAVERS USING
JOINT PATTERN AS INDICATED.
ADJUST JOINT PATTERN AT PAVEMENT
EDGES SUCH THAT CUTTING OF EDGE
PAVERS IS MINIMIZED. CUT ALL
PAVERS NO SMALLER THAN
ONE-THIRD OF A WHOLE PAVER.
5. OVERALL PATTERN SHALL BE
CENTERED ALONG THE HORIZONTAL
LENGTH OF THE PATH. ACCENT
PATTERN SHALL BE ADJUSTED
ACCORDINGLY WHERE THE SHARED
USE PATH CROSSES PRIVATE DRIVES
OR PUBLIC ROADS. SEE HARDSCAPE
DETAIL SHEETS FOR PATTERN INTENT.
ADJACENT LAWN
ADJACENT LAWN
6" WIDE INTEGRALLY COLORED CONCRETE BAND.
COLOR: LM SCOFIELD SG237-1 'SAND BUFF' OR
APPROVED EQUAL.
FINISH: BROOM
PLACE CONCRETE SCORE JOINTS AT 15'-0" OC
MAXIMUM.
SEE DECORATIVE CONCRETE BAND DETAIL.
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER
ARCHITECTURAL PRODUCTS
#A80037 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER
ARCHITECTURAL PRODUCTS
#A80013 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
VARIES 2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"VARIES
PAVER PATTERN GENERAL NOTES
1. CONTRACTOR SHALL PREPARE A FULL
SIZE MOCK UP MEASURING 8' X 16'
PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL SEEK OWNER
APPROVAL OF MOCK UP PRIOR TO
INSTALLATION OF CONCRETE BANDS
AND PAVER PATHWAY.
2. DO NOT USE UNIT PAVERS WITH CHIPS,
CRACKS, VOIDS, DISCOLORATIONS,
AND OTHER DEFECTS THAT MIGHT BE
VISIBLE IN FINISHED WORK.
3. TO PREPARE THE DOMINANT PAVER
FIELD, MIX ASPHALT PAVERS FROM A
MINIMUM OF THREE (3) BUNDLES
SIMULTANEOUSLY DRAWING THE
PAVER VERTICALLY RATHER THAN
HORIZONTALLY, AS THEY ARE PLACED,
TO PRODUCE UNIFORM BLEND OF
COLORS AND TEXTURES.
4. PROVIDE ASPHALT PAVERS USING
JOINT PATTERN AS INDICATED.
ADJUST JOINT PATTERN AT PAVEMENT
EDGES SUCH THAT CUTTING OF EDGE
PAVERS IS MINIMIZED. CUT ALL
PAVERS NO SMALLER THAN
ONE-THIRD OF A WHOLE PAVER.
5. OVERALL PATTERN SHALL BE
CENTERED ALONG THE HORIZONTAL
LENGTH OF THE DRIVEWAY. PATTERN
SHALL OCCUR IN REGULAR INTERVALS
AS SHOWN ON THE PLAN BELOW.
PATTERN SHALL BE ADJUSTED
ACCORDINGLY WHERE THE SHARED
USE PATH MEETS THE CROSSING
PATTERN.
SEE SHARED USE PATH PAVER PATTERN DETAIL
CROSS WALK PATTERN SHALL ALWAYS END IN THE
COLOR #A80013 SO THAT A COLOR DISTINCTION IS
PROVIDED BETWEEN THE CROSSING AND THE SHARED
USE PATH. THE END BAND WIDTH CAN VARY TO
MINIMIZE PAVER CUTS, BUT SHALL BE NO SMALLER
THAN 2'-8" IN WIDTH.
PRIVATE DRIVEWAY
VARIES
8
3
/
4
"
M
I
N
.
4.
0
0
0
FINISHED GRADE (OR PAVEMENT)
1/2" RADIUS BOTH SIDES
1/4" WASH
1/4" PREFORMED EXPANSION JOINT W/
BACKER ROD; SELF LEVELING SEALANT
IN TOP 12"
34" DIAMETER X 16" SMOOTH DOWEL BAR
@ 24" OC. COAT OR WRAP DOWEL TO
PREVENT BONDING.
2" MIN. CLEAR, BOTH SIDES
INTEGRAL COLORED CONCRETE BAND OR CURB
COLOR: LM SCOFIELD #SG 237-1 'SAND BUFF'
OR APPROVED EQUAL.
FINISH: BROOM
SEE PAVER PATTERN DETAIL FOR
SCORING/ JOINTING INFORMATION.
EQ EQ
EQ.EQ.
3"
3'
-
0
"
1 14" X 1 14" SOLID STEEL TUBING,
POWDER COATED BLACK
T.S. 2.1 X 1 14" X 1 14" SOLID STEEL TUBING,
POWDER COATED BLACK
T.S. 2.1 X 34"" X 34" SOLID STEEL TUBING,
POWDER COATED BLACK. METAL PICKETS
SHALL BE EQUALLY SPACED WITH AREA
BUT SHOULD BE NO GREATER THAN 3' O.C.
EMBED HANDRAIL INTO CONCRETE SLEEVE
PER DETAILS ON ENGINEERING SHEETS.
GENERAL GATE AND FENCING NOTES:
1. THE PANEL WIDTHS MAY VARY DEPENDING ON SITE LOCATION AND OVERALL MODULAR WALL
LENGTH. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION THAT
SHOW THE FINAL MEASUREMENTS FOR EACH WALL LOCATION.
2. HANDRAIL PANELS SHALL BE ATTACHED TO MASONRY PIERS IN ACCORDANCE WITH
ENGINEERING DETAILS AND CONTRACTOR RECOMMENDATIONS. CONTRACTOR SHALL
PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR FENCE AND WALL
ATTACHMENTS PRIOR TO INSTALLATION.
3. WHEN CUTTING/DRILLING RAILS OR POSTS ADHERE TO THE FOLLOWING STEPS TO SEAL THE
EXPOSED STEEL SURFACES;
·REMOVE ALL METAL SHAVINGS FROM CUT AREA.
·APPLY ZINC-RICH PRIMER TO THOROUGHLY COVER CUT EDGE AND/OR DRILLED HOLE; LET
DRY.
·APPLY 2 COATS OF CUSTOM FINISH PAINT MATCHING HANDRAIL COLOR. FAILURE TO SEAL
EXPOSED SURFACES PER STEPS 1-3 ABOVE WILL NEGATE WARRANTY. MANUFACTURER
RECOMMENDED SPRAY CANS OR PAINT PENS SHALL BE USED TO PRIME AND FINISH
EXPOSED SURFACES; IT IS RECOMMENDED THAT PAINT PENS BE USED TO PREVENT
OVERSPRAY.
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129HARDSCAPE DETAILS 63
1 DECORATIVE SHARED USE PATH DETAIL
2 INTEGRAL COLORED CONCRETE BAND DETAIL
4 DECORATIVE SHARED USE PATH PATTERN DETAIL
5 DECORATIVE SHARED USE PATH PATTERN AT DRIVEWAYS DETAIL
3 DECORATIVE METAL RAILING
VARIES, SEE PLANS
SHREDDED HARDWOOD MULCH PER
SPECIAL PROVISIONS. KEEP MULCH OFF
PLANT MATERIAL
PLANTING SOIL MIX, SEE SPECIAL
PROVISIONS. CONTRACTOR TO PLACE A
MINIMUM OF 36" OF PLANTING SOIL IN
MEDIAN.
EXISTING SUBGRADE
PAVEMENT BASE COURSEPAVEMENT BASE COURSE
PAVEMENT GRADE PAVEMENT GRADE
3"
3'
-
0
"
CONTRACTOR SHALL REMOVE EXISTING SOIL
WITHIN THE MEDIAN TO A MINIMUM DEPTH OF 36".
MEDIAN SHALL BE FILLED WITH A PLANTING SOIL
MIX COMPRISED OF 23 TOPSOIL, 13 MULCH AND SOIL
CONDITIONER. PLANTING SOIL MIX SHALL BE FREE
FROM SUBSOIL VEGETATION, WEEDS OR ANY
EXTRANEOUS OR DELETERIOUS MATERIALS
LARGER THAN 1".
VARIES, SEE PLANS
PLANTING SOIL MIX, SEE SPECIAL
PROVISIONS. CONTRACTOR TO PLACE A
MINIMUM OF 12" OF PLANTING SOIL IN
DESIGNATED PLANTING AREAS.
EXISTING SUBGRADE
PAVEMENT BASE COURSEPAVEMENT BASE COURSE
PAVEMENT GRADE PAVEMENT GRADE
3"
1'-
0
"
CONTRACTOR SHALL REMOVE EXISTING SOIL IN
DESIGNATED AREAS TO A MINIMUM DEPTH OF 12".
MEDIAN SHALL BE FILLED WITH A PLANTING SOIL
MIX COMPRISED OF 23 TOPSOIL, 13 MULCH AND SOIL
CONDITIONER. PLANTING SOIL MIX SHALL BE FREE
FROM SUBSOIL VEGETATION, WEEDS OR ANY
EXTRANEOUS OR DELETERIOUS MATERIALS
LARGER THAN 1".
INSTALL TURF SO THAT FINISH GRADE IS
1-INCH TO 2-INCHES BELOW CURB
6" WIDE INTEGRALLY COLORED CONCRETE
BAND.
COLOR: LM SCOFIELD SG237-1 'SAND BUFF'
OR APPROVED EQUAL.
FINISH: BROOM
PLACE CONCRETE SCORE JOINTS AT 15'-0" OC
MAXIMUM.
SEE DECORATIVE CONCRETE BAND DETAIL.
CONCRETE CURB, SEE
ENGINEERING PLANS AND
DETAILS.
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER ARCHITECTURAL
PRODUCTS #A80013 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
DETECTABLE WARNING ELEMENT, PAVERS, SEE ENGINEERING PLANS.
REFER TO ENGINEERING PLANS
AND DETAILS FOR LOCATIONS,
DESIGN AND SPOT ELEVATIONS
FOR ALL ACCESSIBLE RAMPS.
6" WIDE INTEGRALLY COLORED CONCRETE
BAND.
COLOR: LM SCOFIELD SG237-1 'SAND BUFF'
OR APPROVED EQUAL.
FINISH: BROOM
PLACE CONCRETE SCORE JOINTS AT 15'-0" OC
MAXIMUM. SEE DECORATIVE CONCRETE BAND
DETAIL.
CONCRETE CURB, SEE
ENGINEERING PLANS AND
DETAILS.
8"X8"X3" ASPHALT BLOCK PAVER.
COLOR: HANOVER ARCHITECTURAL
PRODUCTS #A80013 OR APPROVED EQUAL.
FINISH: GROUND
PATTERN: RUNNING BOND
DETECTABLE WARNING ELEMENT, PAVERS,
SEE ENGINEERING PLANS.
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129HARDSCAPE DETAILS 64
1 36" PLANTING SOIL DETAIL
2 12" PLANTING SOIL DETAIL
3 CONCRETE RAMPS ASPHALT
28 PS
6 HL66 LB
2 PA6
8 JP
76 LB
37 LB
35
L
B
39 LB
35
L
B
20 RG2
41 NW
23 LB
46 LB
A/
C
A/
C
A/
C
A/
C
E
M
E
M
M
A
G
M
A
G
FF
E
G
M
G
M
FF
E
C
E
M
M
A
G
PZ
Z
Z
T
28 PS
6 HL66 LB
2 PA6
8 JP
76 LB
37 LB
39 LB
35
L
B
20 RG2
41 NW
23 LB
46 LB
P
P
S
T
P
P
S
T
P
P
S
T
C
T
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129LANDSCAPE PLANS LINE
"PR-RL1"
WESTFIELD BLVD
1.TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
4. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
DECIDUOUS SHADE TREE
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
9
MATC
H
L
I
N
E
:
S
E
E
S
H
E
E
T
7
0
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
9
SOD
PERENNIALS
65
G
M
10 JP
10 CK
20 HH
17 HH
19 PS
9 R3
8 HL
14 TD
8 CA 14 TD 8 HL 14 TD 8 CA 14 TD 8 HL 9 R3
4 PA6
6 JP
3 PA3
17 RG241 NW
53 LB
38
L
B
32 LB
19 LB
R
B
-
0
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
RANGE LINE ROAD
11
6
T
H
S
T
R
E
E
T
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
DECIDUOUS SHADE TREE
LANDSCAPE PLANS LINE
"PR-RL1"
MATCHLINE: SEE SHEET 70
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
9
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
7
1. TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
4. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
SOD
PERENNIALS
66
MATCH
L
I
N
E
:
S
E
E
S
H
E
E
T
6
9
5 PA3
3 PA3
18 PK
3 PA3
4 JP
4 JP
5 PA3
4 PA6
12 PS
3 CR11 HH
3 PS
10 LB
13 HH
29 LB
45 LB
9 LB
7 LB
18 HH
29 LB
8 LB
30 LB
25 HH15 PK
4 PK9 JP
17 LB
4 JP
T
C
C
-
T
R
T
836.0848344BRK
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
RANGE LINE ROAD
ME
D
I
C
A
L
D
R
I
V
E
LANDSCAPE PLANS LINE
"PR-RL1"
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
DECIDUOUS SHADE TREE
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
8
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
6
1. TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
4. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
SOD
PERENNIALS
67
3 PA3 5 PA3
2 PA6
1 PA6
2 CR
T C
W
M
T
F
P
H
P
P
S
T
P
P
S
T
T
R
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
RANGE LINE ROAD
LANDSCAPE PLANS LINE
"PR-RL1"
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
DECIDUOUS SHADE TREE
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
7
1. TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
4. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
SOD
PERENNIALS
68
MB 19
P
S
11 JP
1 GP
41
N
W
38 LB
37 LB
35 LB
36 LB
41
N
W
23 PK
54 NW
66 LB
29 RG2
PPST PPST
W
PPST
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
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T
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R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129
116TH STREET
WE
S
T
F
I
E
L
D
B
L
V
D
LANDSCAPE PLANS
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
DECIDUOUS SHADE TREE
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
7
0
MATCHLINE: SEE SHEET 71____
MATCHLINE: SEE SHEET 65
1. TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIX
INFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
4. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
SOD
PERENNIALS
RA
N
G
E
L
I
N
E
R
O
A
D
69
3 GP
10 PD
8 JP15 CK
8 JP80 LB
36 LB
12 PD
89 LB
32
L
B
19
L
B
14 NW
44 NW
35 LB
36 LB
32 LB
28 LB18 RG224 PK
7 JP
A/C
A/C
A/C
A/C
MB
MON
MON
MON
MON
TT
PZZZ
GM
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
12970
116TH STREET
WE
S
T
F
I
E
L
D
B
L
V
D
LANDSCAPE PLANS
KEYNOTES LANDSCAPE LEGEND
EXISTING SHADE TREE
EVERGREEN TREE
DECIDUOUS SHADE TREE
1. TURF GRASS SOD. SEE LANDSCAPE DETAILS FOR PLACEMENT AND MIXINFORMATION.
2. SPADE EDGE. SEE LANDSCAPE DETAILS.
3. GRASS SEEDING IN DRIVEABLE GRASS PAVEMENT. SEE HARDSCAPE
DETAILS.
4. MEDIAN PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF PLANTING
SOIL. SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
5. PLANTING AREA TO RECEIVE A MINIMUM OF 12" OF PLANTING SOIL.SEE SPECIFICATIONS.
6. PLANTING AREA TO RECEIVE A MINIMUM OF 36" OF STRUCTURAL SOIL.SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
7. MANUFACTURER RECOMMENDED GRASS PAVER EDGE RESTRAINT.
SEE HARDSCAPE DETAILS AND SPECIFICATIONS.
MULCH BED / TREE RING
SHRUBS AND ORNAMENTAL GRASSES
SOD
PERENNIALS
RA
N
G
E
L
I
N
E
R
O
A
D
MA
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
9
M
A
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
5
MAT
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
6
6
4"
12
"
CULTIVATED SOIL
UNDISTURBED SOIL
NOTE: BREAK THROUGH ANY EXISTING "HARD-PAN" AND
REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION
AND POSITIVE DRAINAGE.
12" U.N.O.
SLOPE
3" HARDWOOD MULCH LAYER
PERENNIALS (PER PLAN)
PLANTING SOIL MIX
SPADE EDGE
PLANTING PROCEDURE
1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. PLACE SOIL
FROM SPADE EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF
PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO
TOP OF BED.
3. INSTALL PLANTS, MULCH BEDS, AND WATER THOROUGHLY.
DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
4. DO NOT INSTALL PERENNIALS TOO CLOSE TO ADJACENT
SHRUB PLANTINGS AND DO NOT PLANT WITHIN SPACING
REQUIREMENTS OF THE ADJACENT SHRUBS AS IDENTIFIED
IN PLANT SCHEDULE. (I.E. DO NOT PLANT PERENNIALS
WITHIN 4' OF ADJACENT SHRUBS SPACED AT 4' O.C.)
FINISH GRADE
ROW SPACING
(SEE GENERAL NOTES)
4"
12
"
CULTIVATED SOIL
UNDISTURBED SOIL
NOTE: BREAK THROUGH ANY EXISTING "HARD-PAN" AND
REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION
AND POSITIVE DRAINAGE.
12" U.N.O.
SLOPE
3" HARDWOOD MULCH LAYER
PERENNIALS (PER PLAN)
PLANTING SOIL MIX
SPADE EDGE
PLANTING PROCEDURE
1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. PLACE SOIL
FROM SPADE EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF
PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO
TOP OF BED.
3. INSTALL PLANTS, MULCH BEDS, AND WATER THOROUGHLY.
DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
4. DO NOT INSTALL PERENNIALS TOO CLOSE TO ADJACENT
SHRUB PLANTINGS AND DO NOT PLANT WITHIN SPACING
REQUIREMENTS OF THE ADJACENT SHRUBS AS IDENTIFIED
IN PLANT SCHEDULE. (I.E. DO NOT PLANT PERENNIALS
WITHIN 4' OF ADJACENT SHRUBS SPACED AT 4' O.C.)
FINISH GRADE
ROW SPACING
(SEE GENERAL NOTES)
4"
12
"
CULTIVATED SOIL
UNDISTURBED SOIL
NOTE: BREAK THROUGH ANY EXISTING "HARD-PAN" AND
REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION
AND POSITIVE DRAINAGE.
12" U.N.O.
SLOPE
3" HARDWOOD MULCH LAYER
PERENNIALS (PER PLAN)
PLANTING SOIL MIX
SPADE EDGE
PLANTING PROCEDURE
1. LAYOUT BED AND OUTLINE WITH SPADE EDGE. PLACE SOIL
FROM SPADE EDGE WITHIN BED.
2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF
PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO
TOP OF BED.
3. INSTALL PLANTS, MULCH BEDS, AND WATER THOROUGHLY.
DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
4. DO NOT INSTALL PERENNIALS TOO CLOSE TO ADJACENT
SHRUB PLANTINGS AND DO NOT PLANT WITHIN SPACING
REQUIREMENTS OF THE ADJACENT SHRUBS AS IDENTIFIED
IN PLANT SCHEDULE. (I.E. DO NOT PLANT PERENNIALS
WITHIN 4' OF ADJACENT SHRUBS SPACED AT 4' O.C.)
FINISH GRADE
ROW SPACING
(SEE GENERAL NOTES)TREES QTY BOTANICAL / COMMON NAME CONT CAL SIZE
CR 5 Cercidiphyllum japonicum `Rotfuchs` / Red Fox Katsura Tree B & B 2" Cal.As shown
GP 4 Ginkgo biloba `Princeton Sentry` / Princeton Sentry Ginkgo B & B 2.5" Cal.As shown
PA3 27 Platanus x acerifolia `Exclamation` / London Plane Tree B & B 3"Cal As shown
PA6 13 Platanus x acerifolia `Exclamation` / London Plane Tree B & B 6"Cal As shown
SHRUBS QTY BOTANICAL / COMMON NAME CONT SIZE SPACING
CA 16 Cornus stolonifera `Arctic Fire` / Arctic Fire Dogwood CONT.3 GAL.30" O.C.
HL 30 Hydrangea paniculata `Limelight` TM / Limelight Hydrangea CONT.3 GAL.4` O.C.
JP 79 Juniperus chinensis `Kallays Compact` / Kallay Compact Pfitzer Juniper CONT.3 GAL.4` O.C.
PD 22 Perovskia atriplicifolia Denim `n Lace / Russian Sage CONT.3 GAL.24" O.C.
R3 18 Rosa x `Meigalpio` / Red Drift Rose CONT.3 GAL.36" O.C.
TD 56 Taxus x media `Densiformis` / Dense Yew CONT.3 GAL.4` O.C.
GRASSES QTY BOTANICAL / COMMON NAME CONT SIZE SPACING
CK 25 Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass CONT.1 Gal.30" O.C.
PS 62 Panicum virgatum `Shenandoah` / Switch Grass CONT.1 Gal.36" O.C.
PK 84 Pennisetum orientale `Karley Rose` / Karley Rose Fountain Grass CONT.1 Gal.36" O.C.
GROUND COVERS QTY BOTANICAL / COMMON NAME CONT SIZE SPACING
LB 1,123 Liriope muscari `Big Blue` / Big Blue Lilyturf Cont.4" Pot 18" O.C.
PERENNIALS QTY BOTANICAL / COMMON NAME CONT SIZE SPACING
HH 104 Hemerocallis x `Happy Returns` / Happy Returns Daylily Cont.1 Gal.24" OC
NW 194 Nepeta x faassenii `Walkers Low` / Walkers Low Catmint Cont.1 Gal.24" OC
RG2 84 Rudbeckia fulgida sullivantii `Goldsturm` / Black-eyed Susan Cont.1 Gal.24" OC
PLANT SCHEDULE
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
LANDSCAPE ARCHITECT DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
05/07/21RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
AEB
1"=20'
AEB
AEBAEB 16-ENG-70
129LANDSCAPE DETAILS 71
1. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR
TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR ANY
DAMAGE TO UTILITIES ASSOCIATED WITH WORK. UTILITIES SHALL BE
REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR
OPERATING AUTHORITY AT NO ADDITIONAL COST.
2. SEE HARDSCAPE SHEETS FOR LIMITS OF PLANTING SOIL AND
APPROPRIATE DEPTHS WITHIN MEDIANS.
ALL OTHER PLANTING BEDS TO RECEIVE A MINIMUM OF 12" OF
PLANTING SOIL
PLANTING SOIL MIX TO CONSIST OF (23 TOPSOIL, 13 MULCH AND SOIL
CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED,
SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM
SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR
DELETERIOUS MATERIALS LARGER THAN 1". REMOVE ANY UNSUITABLE
AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM
THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO
ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO
EXISTING SOIL.
3. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST,
THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE
ARCHITECT.
4. ALL PLANTING BEDS SHALL HAVE A 3" THICK LAYER OF SHREDDED
HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE
TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE
PRE-EMERGENT HERBICIDE APPLIED AS PER MANUFACTURER'S
RECOMMENDATION, AFTER INSTALLATION IS COMPLETE.
5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY
LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO
PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN
STAKE INDICATING VARIETY AND SIZE OF TREE.
6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS
ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY
LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS
SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT
NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB
SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED
ON THE JOB SITE.
7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR
NURSERY STOCK, 2004 EDITION, AS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE
PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND
AS DIRECTED BY OWNER.
9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A
PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE
ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD
OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED
AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
10. ALL DISTURBED LAWN AREAS SHALL BE HYDRO-SEEDED OR SODDED
AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS.
11. LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY
UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY
HYDRO-SEED OR SOD WORK.
12. ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. HYDRO-SEED
AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE.
13. PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH
UNIFORMLY AT A MINIMUM RATE OF 2 TONS PER ACRE TO FORM A
CONTINUOUS BLANKET 1 12 INCHES IN LOOSE THICKNESS OVER
SEEDED AREAS.
GENERAL NOTES:
1 TREE PLANTING DETAIL3SHRUB PLANTING DETAIL
2 PERENNIAL/ GROUND COVER PLANTING DETAIL
W
V
FF
E
M
B
W
V
FF
E
W
V
W
V 1"
1"
1"
1"
1.5"
1.5"
1.5"
1.5"
1.5"
1.5"
1.5"
2"SLV 3"SLV
3"SLV2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV2"SLV
3"SLV2"SLV
2"SLV2"SLV
M
B
W
V
W
V
W
V 1"
1"
1"
1"
1.5"
1.5"
1.5"
1.5"
2"SLV 3"SLV
3"SLV2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV2"SLV
66
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125IRRIGATION PLANS LINE
"PR-RL1"
WESTFIELD BLVD
LEGEND
DESCRIPTION APPROVED MANUFACTURERS
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45
Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)
Rain Sensors (3)
Backflow Preventers
Meters (3)Size as needed
Rain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
CR
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage asthey exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CV
Rotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & service
Weathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZStrong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-Dial
Flow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
7
13778
LANDSCAPE ARCHITECT DATE
04/12/19
72
W
V
W
V
W
V
W
V
P.O.C. #1
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"1"
1.25"
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"
3"SLV2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV
3"SLV2"SLV
3"SLV
3"SLV
2"SLV3"SLV
2"SLV2"SLV
2"SLV3"SLV
2"SLV2"SLV
3"SLV
3"SLV2"SLV
2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV
2"SLV
2"SLV
2"SLV
M
C
R F
ADDITIONAL VALVE
BOX WITH 3
ADDITIONAL WIRE
W
V
W
V
1"
1"
1"
1"
1"1"
1.25"
1.5"
1.5"
1.5"
1.5"
1.5"
1.5"
1.5"
3"SLV
3"SLV2"SLV
2"SLV
3"SLV2"SLV
3"SLV2"SLV
2"SLV
2"SLV
2"SLV
2"SLV
2"SLV
C
R F
67
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125
RANGE LINE ROAD
11
6
T
H
S
T
R
E
E
T
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
8
IRRIGATION PLANS LINE
"PR-RL1"
LEGEND
DESCRIPTION APPROVED MANUFACTURERS
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)
Rain Sensors (3)Backflow Preventers
Meters (3)Size as needed
Rain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
CR
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage as
they exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**
Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CVRotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45
Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & service
Weathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CV
Rotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZ
Strong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-Dial
Flow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
6
13779
LANDSCAPE ARCHITECT DATE
04/12/19
73
W
V
W
V
W
V
W
V
W
V
W
V
W
V
836.0848344BRK
P.O.C. #2
1"
1"
1"
1"
1"
1"
1"
1"
1.25"
1"1"
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"
3"SLV2"SLV
3"SLV2"SLV
3"SLV
3"SLV2"SLV2"SLV2"SLV3"SLV
2"SLV
2"SLV 2"SLV
2"SLV 2"SLV3"SLV
2"SLV
2"SLV2"SLV
2"SLV3''SLV
3"SLV
3"SLV2"SLV
3"SLV
3"SLV
3"SLV2"SLV
2"SLV3"SLV 2"SLV 2"SLV
2"SLV
2"SLV
MC
R
F
ADDITIONAL VALVE
BOX WITH 3
ADDITIONAL WIRE
68
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125
RANGE LINE ROAD
ME
D
I
C
A
L
D
R
I
V
E
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
9
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
7
IRRIGATION PLANS LINE
"PR-RL1"
LEGEND
DESCRIPTION APPROVED MANUFACTURERS
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**Multi-Stream Turf Rotor Rain Bird 1804-SAM P45
Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)Rain Sensors (3)
Backflow Preventers
Meters (3)Size as needed
Rain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
C
R
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage asthey exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**
Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CVRotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & serviceWeathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZStrong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-DialFlow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
13780
LANDSCAPE ARCHITECT DATE
04/12/19
74
W
V
F
P
P.O.C. #3
1"
1"1"
1"
1"
1.5"
1.5"
1.5"1.5"1.5"
1.5"
1.5"
2"SLV
2"SLV
2"SLV 2"SLV 2"SLV
2"SLV
3"SLV
2"SLV
2"SLV2"SLV
3"SLV2"SLV
3"SLV
3"SLV2"SLV
3"SLV
M
F
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125
RANGE LINE ROAD
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
6
8
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
7
0
IRRIGATION PLANS LINE
"PR-RL1"
69
LEGEND
DESCRIPTION APPROVED MANUFACTURERS
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45
Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)
Rain Sensors (3)
Backflow Preventers
Meters (3)Size as needed
Rain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
CR
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage asthey exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CV
Rotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & service
Weathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZStrong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-Dial
Flow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
13781
LANDSCAPE ARCHITECT DATE
04/12/19
75
MB
WV
WV
WV
WV
FFE
WV
WV
FFE
FFE
P.
O
.
C
.
#
1
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1.
2
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
"
3"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
M
C R
F
AD
D
I
T
I
O
N
A
L
V
A
L
V
E
BO
X
W
I
T
H
3
AD
D
I
T
I
O
N
A
L
W
I
R
E
WV
WV
WV
1"
1"
1"1"
1.
5
"
1.
5
"
1.
5
"
1.
5
"
1.
5
"
1.
5
"
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
C R
AD
D
I
T
I
O
N
A
L
V
A
L
V
E
BO
X
W
I
T
H
3
AD
D
I
T
I
O
N
A
L
W
I
R
E
71
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125
116TH STREET
RA
N
G
E
L
I
N
E
R
O
A
D
MA
T
C
H
L
I
N
E
:
7
2
MATCHLINE: SHEET 67
MATCHLINE: SHEET 66
IRRIGATION PLANS LINE
"PR-RL1"
LEGEND
DESCRIPTION APPROVED MANUFACTURERSMulti-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45
Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)
Rain Sensors (3)
Backflow Preventers
Meters (3)Size as neededRain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
CR
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage asthey exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**
Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CV
Rotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & service
Weathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CVRotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZStrong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-Dial
Flow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
13783
LANDSCAPE ARCHITECT DATE
04/12/19
77
MB
WV
WV
WV
WV
WV
P.
O
.
C
.
#
1
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1.
2
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
"
3"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
3"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
2"
S
L
V
M
C R
F
AD
D
I
T
I
O
N
A
L
V
A
L
V
E
BO
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I
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3
AD
D
I
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I
O
N
A
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W
I
R
E
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125
116TH STREET
RA
N
G
E
L
I
N
E
R
O
A
D
IRRIGATION PLANS LINE
"PR-RL1"
LEGEND
DESCRIPTION APPROVED MANUFACTURERS
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-PC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45 Rotator-FC**
Multi-Stream Turf Rotor Rain Bird 1804-SAM P45Rotator-EST/SST**
Remote Control Valves Rain Bird 100 PGA Series
Controllers (3)
Rain Sensors (3)Backflow Preventers
Meters (3)Size as needed
Rain Bird 5RCQuick Couple Valve
1" 200 PSI SDR 21 PVC Lateral Pipe
1.25" 160 PSI SDR 26 PVC Lateral Pipe
1.5" 200 PSI SDR 21 PVC Mainline Pipe
M
C
R
(317) 585-0167www.irrigationdesignsource.com
116 SHADOWLAWN DRIVEFISHERS, IN 46038
???GPM
# OF ZONE
VALVE SIZE
** Multi-Stream Rotors (12'-28') provide appropriate nozzle selection and adjustment to provide 100% coverage as
they exist on site.
Hunter PROS-04-PRS40-CV Rotator-PC**
Hunter PROS-04-PRS40-CV Rotator-FC**
Hunter PROS-04-PRS40-CVRotator LCS/RCS/SS**
Hunter ICV 101G Series
Hunter WSS-SEN
Hunter HQ-5RC
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45 Rotator-PC**
Multi-Stream Shrub Rotor Rain Bird 1812-SAM P45
Rotator-EST/SST**
Weathermatic SL1600 Flow Bundle w/ modules, weather sensor, Smartlink aircard & serviceWeathermatic Wireless
Hunter PROS-12-PRS40-CV Rotator PC**
Hunter PROS-12-PRS40-CV
Rotator LCS/RCS/SS**
Rain Bird 1812-SAM P45 Rotator-FC**Multi-Stream Shrub Rotor Hunter PROS-12-PRS40-CV Rotator FC**
w/ Enclosures (3)
Wilkins 975XL 1" RPZ
Strong Box SBBC-30AL
Master Valves (3)Rain Bird PEB-PRS-Dial
Flow Sensor Tees (3) 1'' Weathermatic Flow Sensor TeeF
72
MA
T
C
H
L
I
N
E
:
S
H
E
E
T
7
1
MATCHLINE: SHEET 67
MATCHLINE: SHEET 66
13784
LANDSCAPE ARCHITECT DATE
04/12/19
78
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
N/A
07/31/17RECOMMENDEDFOR APPROVAL
$FILEA$$DATE$$TIME$$USER
$P
E
N
T
B
L
S
$
$P
L
T
D
R
V
S
$
CITY OF CARMEL
16-ENG-37
CEC
CEC
CEC
CEC
1"=20'
125IRRIGATION DETAILS
GENERAL IRRIGATION NOTES:
1. This irrigation design is diagrammatic. Actual layout of piping, sprinkler
heads, valves, controllers and related equipment shall be determined on
site. Minor field adjustments shall be made at no additional cost to the
Owner.
2. It is the responsibility of the irrigation contractor to be familiar with all
grades difference, locations of walls, structures and utilities and make
the necessary adjustments to accommodate the irrigation system as
designed. Do not willfully install the irrigation system as shown on the
drawings when it is obvious in the field that unknown obstructions,
grades or dimensions exist that might not have been considered in the
engineering. Such obstructions or differences should be brought to the
attention of the Owner's authorized representative. In the event that this
notification is not performed, the irrigation contractor shall assume full
responsibility for any revisions and cost necessary.
3. The irrigation system design is based on running irrigation zones at a
minimum operating pressure of 65psi @ the point of connection (p.o.c.)
and a maximum flow demand of 17gpm.
The irrigation contractor shall verify water pressures prior to
construction. Report differences between requirements and actual
readings to the Owner's authorized representative. A booster pump may
be necessary if the required pressure is not available. Additional costs
shall be submitted to the Owner as a change order.
The point of connection location is approximate. Verify exact location in
the field with the Owner's representative.
The flow demand for individual mainlines shall not exceed the following
guidelines.
1.5" Class 200=29-35gpm
4. The Owner shall provide 120V-AC power source at the controller
location. The irrigation contractor shall make the final connection from
the electrical source to the controller.
5. A Rain Sensor shall be installed in the vicinity of the controller.
Coordinate mounting location with the Owner.
6. Install all backflow prevention devices and all piping between the point
of connection and the backflow preventer as per local codes.
7. Final location of the backflow preventer and the automatic controller
shall be approved by the Owner's representative per local codes.
8. A quick coupling valve shall be located at the irrigation water supply
point of connection to provide for a point of injection of compressed air
to purge the system of retained water for winterization.
9. Pipe size shall conform to those shown on drawings. No substitutions of
smaller pipe sizes shall be permitted, but substitutions for larger sizes
may be approved. Minimum pipe shall be 1".
10.All pipe and communication wire under hard surfaces shall be placed in
separate sleeving. All wire shall run, whenever possible with the
mainline.
11.All lateral zones shall be connected to the mainline with PVC pipe and
sized as follows:
1" Class 200=0-17gpm
1.25" Class 160=18-28gpm
12.All sprinkler heads shall be set perpendicular and flush to finish grade
and with a clearance of 2" (min.) from the edge of any hardscape unless
otherwise specified.
13.All sprinkler heads and valves shall be flushed and adjusted for
optimum coverage with minimum over spray on hardscapes or
buildings.
14.All irrigation equipment not otherwise detailed or specified shall be
installed as per manufacturer's recommendations and specifications.
15.Refer to the specifications for additional detailed information.
73
N
O
R
T
H
MULTI-STREAM TURF ROTOR
PVC STREET ELL ORMALE BARBED ELBOW
LATERAL LINE WITHPVC TEE OR ELL
PVC STREET ELL ORMALE BARBED ELBOW
PVC FLEX HOSE OR
SWING PIPE
SPRINKLER HEAD
FINISH GRADE
ROTARY NOZZLE
FINISH GRADE
MAINLINE
PVC OR GALVANIZEDELL
NOTE:INSTALL PERMANUFACTURER'S
RECOMMENDATIONS
INSULATE ASREQUIRED
BRASS OR GALVANIZEDNIPPLES
(AS REQUIRED)
GALVANIZED BRASSUNION (AS REQUIRED)
GALVANIZED ELL
GALVANIZED ELL
REDUCE PRESSUREASSEMBLY
12"MINIMUM
18"MINIMUM
BACKFLOW PREVENTER-RP
REMOTE CONTROL VALVE
SNAP-TITE WIRECONNECTORS ANDEXPANSION COILS, 10WRAPS AROUND 1/2" PIPE
DURABLE WEATHERRESISTANT PLASTIC VALVEWITH EXTENSIONS IFNECESSARY
INSTALL VALVE BOX 1/2"ABOVE FINISH GRADE INTURF AND 2" IN SHRUBAREAS
FINISH GRADE
REMOTE CONTROL VALVESIZE PER SPECIFICATIONGLOBE/ANGLE CONFIG.
PVC ELL
4" PEA GRAVEL BASE
MAINLINE WITH PVC TEE OR
ELL
VALVE WIRE FROM
CONTROLLER
COMMON WIRE FROMCONTROLLER TO ELECTRICCONTROL VALVE AND ON TONEXT VALVE
QUICK COUPLER VALVE
10" DURABLE WEATHERRESISTANT PLASTIC VALVEBOX WITH EXTENSIONS IFNECESSARY
QUICK COUPLER VALVE
INSTALL VALVE BOX 1/2"
ABOVE FINISH GRADE IN
TURF AND 2" IN SHRUBAREAS
FINISH GRADE
1" PVC CLASS 200 SDR21PIPE 24" IN LENGTH
4" PEA GRAVEL BASE
LASCO SNAP-LOK SWINGJOINT WITH MALE BRASSSTABILIZER ELBOW
MAINLINE WITH PVC TEEOR ELL
3/8" REBAR IN STABILIZINGLUGS
WR2WIRELESS SENSOR
WIRELESS RAIN SENSOR
CABLE HARNESS FOR CONTROLLERINTERFACE (30" MAXIMUM)
SENSOR & BRACKETRAIN BIRD WR2 WIRELESSSENSOR CONTROLLER
INTERFACE
DRIPLINE TYPICAL LAYOUT
MANUAL LINEFLUSHING VALVEPLUMBED TO PVC IN 6"VALVE BOX
DRIPLINE STARTCONNECTION MALEADAPTER
PVC HEADER
PVC HEADER
DRIPLINE STARTCONNECTION
REMOTE CONTROLVALVE KIT IN VALVEBOX
AREA PERIMETER
DRIPLINE TUBING
PERIMETER LATERALS2" TO 4" FROM EDGE
18"
18"
F
3" MIN.
ON
OFF
FINISH GRADE
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (LENGTH
AS REQUIRED, 1 OF 2)
30-INCH LINEAR LENGTH OFWIRE, COILED
WATERPROOF CONNECTION
ID TAG
VALVE BOX WITH COVER
PVC SCH 40 F ADAPTER
LATERAL PIPE
BRICK (1 OF 4)
3-INCH MINIMUM DEPTHOF 3/4-INCH WASHEDGRAVEL
CONTROL ZONE KIT:
RAIN BIRD XCZ-075-PRF ORRAIN BIRD XCZ-LF-100-PRF OR RAINBIRD XCZ-100-PRF AS REQUIRED BYGPM (INCLUDES VALVE ANDPRESSURE REG. FILTER
PVC SCH 80 NIPPLE(2-INCH LENGTH,HIDDEN AND PVCSCH 40 ELL
PVC SCH 40 TEE OR ELL
PVC MAINLINE
DRIP REMOTE CONTROL VALVE
13785
LANDSCAPE ARCHITECT DATE
04/12/19
79
1
0
5
1
1
0
1
1
5
1
1
0
104+00.00 "PR-RL1"
BEGIN PROJECT
Westfield Blvd.
Line "PR-S1A"
1
1
6
t
h
S
t.
3
5
+
0
0
Range Line Rd.
Line "PR-RL1"
Range Line Rd.
Line "PR-RL1"
Me
d
ic
a
l
D
r.
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL2"=
Line "PR-S2A"
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
43
43
48
48
48
48 43
43
45
45
49
49
49
49
43
43
43
48
48
45
45
4854
54
53
47
47
47
47
47
47
47
47
ONEWAY
YIELD
YIELD
YIELD
YIELD
MPH
15
116th St
MPH
15
116th St
YIELD
YIELD
Medical Dr
MPH
15
YIELD
YIELD
MPH
15
Medical Dr
1
2
'
12
'
1
2
'
1
2
'
14'14'
14'
14'
14'
14'
14
'
14
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
1
0
'
15
'
1
5
'
15
'
15
'
Pavement Marker, Blue
Snowplowable Raised
Pavement Marker, Blue
Snowplowable Raised
R4-7 (24" X 30")
105+93
W16-7P (24" X 12")
W11-2 (30" X 30")
106+82
D1-1d (48" X 10")
107+02 R1-2 (36" X 36" X 36")
108+56
R1-2 (36" X 36" X 36")
W16-7P (24" X 12")
W11-2 (30" X 30")
109+07 R3-8 (30" X 30")
110+05
108+60
W16-7P (24" X 12")
W11-2 (30" X 30")
108+81
D1-1d (48" X 10")
108+59
R1-2 (36" X 36" X 36")
107+04
R1-2 (36" X 36" X 36")
107+01
W16-7P (24" X 12")
W11-2 (30" X 30")
106+53
R3-8 (30" X 30")
105+56
W13-1P (18" X 18)
W16-8P (24" X 8")
W2-6 (30" X 30")
104+56
W13-1P (18" X 18)
W16-8P (24" X 8")
W2-6 (30" X 30")
111+37
W16-7P (24" X 12")
W11-2 (30" X 30")
113+89
R1-2 (36" X 36" X 36")
115+16
R1-2 (36" X 36" X 36")
115+13
W16-7P (24" X 12")
W11-2 (30" X 30")
115+51
R3-8 (30" X 30")
116+51
W13-1P (18" X 18)
W16-8P (30" X 8")
W2-6 (30" X 30")
117+51
W16-7P (24" X 12")
W11-2 (30" X 30")
115+28
R1-2 (36" X 36" X 36")
114+12
R1-2 (36" X 36" X 36")
114+08
W16-7P (24" X 12")
W11-2 (30" X 30")
113+77
R3-8 (30" X 30")
112+82
W13-1P (18" X 18)
W16-8P (30" X 8")
W2-6 (30" X 30")
111+77
20.00' LT.
+11.79
17.15' RT.
+97.31
17.88' LT.
+19.81
14.00' LT.
+07.03
14.00' RT.
+07.03
20.00' LT.
+71.38
19.99' RT.
+70.64
48
Pavement Marker, Blue
Snowplowable Raised
56
56
56
56
Piano Key Cross Walk Lines Shall be Placed with Gaps in Vehicle Natural Wheel Path
For Additional Details, see Roundabout Pavement Markings and Sign Details.
All Stationing from Line "PR-RL1" Unless Otherwise Noted.
NOTES:
100'-0"
152'-0"
20'-0"
20'-0"
48
STD. DWG. 10-38
4-RPM (Yellow) See Carmel
39
39
39
W4-2(R) (36" X 36")
105+75
38
WestfieldBlvd
Range Line Rd
LEGEND
41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap)
46
47
44
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
42 "Sharks Teeth", Yield Line, White,
See Carmel Standard Drawing 10-25B
40 45
48 Line, Thermoplastic, Solid, White, 6 in.
49
43
54 Line, Thermoplastic, Solid, Yellow, 8"
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, White
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, "Fishhook", White
Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"50
Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12"53
Transverse Marking, Multi-Component, Pedestrian Crossing
Line, Thermoplastic, Dotted, White, 4 in (3' Line, 9' Gap)
56
Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap)
57 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Multi-Component, Broken, White, 6 in. (2' Line, 4' Gap)
39 Exist. Sign to Remain in Place
Pavement Message Marking, Thermoplastic, Only58
38 Sign, Sheet, Relocate
1"=30'
N/A
RJC
NRMNRM
TJM PAVEMENT MARKINGS AND
SIGN DETAILS - LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
79
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PM.01.dgn5/24/2021 10:28:55 AMtmckinney
Ind
ia
n
a_
Sh
a
de.t
b
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Ind
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
1
2
5
Range Line Rd.Line "PR-RL1"
C
a
r
m
e
l D
r
.
122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
47
47
43
43
1
0
'
1
0
'
1
0
'
1
0
'
All Stationing from Line "PR-RL1" Unless Otherwise Noted.
NOTE:
39 39 39
124+63.91 "PR-RL1"
END INCIDENTAL CONSTRUCTION
LEGEND
41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap)
46
47
44
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
42 "Sharks Teeth", Yield Line, White,
See Carmel Standard Drawing 10-25B
40 45
48 Line, Thermoplastic, Solid, White, 6 in.
49
43
54 Line, Thermoplastic, Solid, Yellow, 8"
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, White
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, "Fishhook", White
Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"50
Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12"53
Transverse Marking, Multi-Component, Pedestrian Crossing
Line, Thermoplastic, Dotted, White, 4 in (3' Line, 9' Gap)
56
Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap)
57 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Multi-Component, Broken, White, 6 in. (2' Line, 4' Gap)
39 Exist. Sign to Remain in Place
Pavement Message Marking, Thermoplastic, Only58
38 Sign, Sheet, Relocate
1"=30'
N/A
RJC
NRMNRM
TJM PAVEMENT MARKINGS AND
SIGN DETAILS - LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
80
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PM.02.dgn5/24/2021 10:28:56 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
116th Street
116th Street
R
a
n
g
e
Lin
e
Rd
.
Line "PR-S1A"
Line
"PR-RL1
"
3
5
W
e
s
t
fie
ld
Blv
d
.
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
39+55.00 "PR-S1A"
END CONSTRUCTION
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
YIELD
YIELD
YIELD
YIELD
MPH
15
48
48 48
48 43
43
47
47
47
47
45
45
54
54
53
ONEWAY
Range Line Rd
For Additional Details, see Roundabout Pavement Markings and Sign Details.
All Stationing from Line "PR-S1A" Unless Otherwise Noted.
NOTES:
W16-7P (24" X 12")
W11-2 (30" X 30")
35+07
D1-1d (48" X 10")
35+28
R1-2 (36" X 36" X 36")
36+85
R1-2 (36" X 36" X 36")
36+85
R3-8 (30" X 30")
38+40
W13-1P (18" X 18")
W16-8P (42" X 18")
W2-6 (30" X 30")
39+54
W16-7P (24" X 12")
W11-2 (30" X 30")
37+36
R4-7 (24" x 30")
38+78
18.00' RT.
+67.27
18.00' LT.
+80.28
W16-7P (24" X 12")
W11-2 (30" X 30")
37+07
D1-1d (48" X 10")
36+86
R1-2 (36" X 36" X 36")
35+27
R1-2 (36" X 36" X 36")
35+26
W16-7P (24" X 12")
W11-2 (30" X 30")
34+81
R3-8 (30" X 30")
34+07
MPH
15
Range Line Rd
7.90' LT.
+03.97
DWG. 10-38
See Carmel STD.
4-RPM (Yellow) 38
38
38 38
38
38
48
40
47
43
43
5.64' LT.
+52.86
W13-1P (18" X 18")
W16-8P (42" X 18")
W2-6 (30" X 30")
33+50
DWG. 10-38
See Carmel STD.
4-RPM (Yellow)
R4-7 (24" x 30")
33+52
44
116TH ST
116TH ST
LEGEND
41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap)
46
47
44
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
42 "Sharks Teeth", Yield Line, White,
See Carmel Standard Drawing 10-25B
40 45
48 Line, Thermoplastic, Solid, White, 6 in.
49
43
54 Line, Thermoplastic, Solid, Yellow, 8"
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, White
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, "Fishhook", White
Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"50
Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12"53
Transverse Marking, Multi-Component, Pedestrian Crossing
Line, Thermoplastic, Dotted, White, 4 in (3' Line, 9' Gap)
56
Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap)
57 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Multi-Component, Broken, White, 6 in. (2' Line, 4' Gap)
39 Exist. Sign to Remain in Place
Pavement Message Marking, Thermoplastic, Only58
38 Sign, Sheet, Relocate
TJM TJM
NRM NRM
N/A
1" = 30'
SIGN DETAILS - LINE "PR-S1A"
PAVEMENT MARKINGS AND
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
81
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PM.03.dgn5/24/2021 10:28:57 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
116th Street
R
a
n
g
e
Lin
e
Rd
.
Line "PR-S1A"
Line "PR-RL1"
3
5
W
e
s
t
fie
ld
B
lv
d
.
P.C./P.T. 36+00.51 "PR-S1A" =
P.C. 107+90.28 "PR-RL1" =
42
42
42
42
41
41
41
41
40
40
40
40
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
48
47
47
47 47
47
47
4747
44
44
44
44
ONEWAY
ONEWAY
ONEWAY
ONEWAY
5757
57
57
57
57
57
57
All Stationing from Line "PR-RL1" Unless Otherwise Noted.
NOTE:
13.73' LT.
+08.45
30.05' LT.
+14.15
20.47' LT.
+25.59
23.14' RT.
+07.21
32.06' RT.
+25.59
73.60' RT.
+48.57
D1-1d (48" x 10")
36+86
79.34' RT.
+65.87
62.32' RT.
+57.68
76.11' RT.
+08.72
57.20' RT.
+14.08
32.21' RT.
+48.85
23.81' RT.
+38.10
16.39' RT.
+53.6916.10' LT.
+54.25
26.25' LT.
+34.38
D1-1d (48" x 10")
35+28
49.09' LT.
+54.05
67.03' LT.
+62.75
51.77' LT.
+97.86
67.55' LT.
+90.28
63.49' LT.
+08.84
116TH ST
116TH ST
R6-1(R) (36" x 12")
107+62
R6-1(R) (36" x 12")
107+63
R6-1(R) (36" x 12")
107+99
R6-1(R) (36" x 12")
107+99
LEGEND
41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap)
46
47
44
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
42 "Sharks Teeth", Yield Line, White,
See Carmel Standard Drawing 10-25B
40 45
48 Line, Thermoplastic, Solid, White, 6 in.
49
43
54 Line, Thermoplastic, Solid, Yellow, 8"
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, White
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, "Fishhook", White
Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"50
Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12"53
Transverse Marking, Multi-Component, Pedestrian Crossing
Line, Thermoplastic, Dotted, White, 4 in (3' Line, 9' Gap)
56
Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap)
57 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Multi-Component, Broken, White, 6 in. (2' Line, 4' Gap)
39 Exist. Sign to Remain in Place
Pavement Message Marking, Thermoplastic, Only58
38 Sign, Sheet, Relocate
TJM TJM
NRM NRM
1" = 20'
N/A
SIGN DETAILS - 116th ST. & RANGELINE RD.
ROUNDABOUT PAVEMENT MARKINGS AND
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
82
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PM.ROUNDABOUT.116.dgn5/24/2021 10:28:58 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
14+06.00 "PR-S2A"
END CONSTRUCTION
P.O.T. 12+32.76 "PR-S2A"
P.O.T. 114+61.91 "PR-RL1"=
Lin
e
"P
R
-R
L1
"
Line "PR-S2A"
1
0
1
5
1
1
5
+
0
0
R
a
n
g
e
Lin
e
R
d
.
Medical Dr.
49
49
49
49
44
44
48
48
40 40
40
40
41
41
41
41
42
42
42
42
54
54
53
53
53
54
47
47
47
47
47
YIELD
YIELD
All Stationing from Line "PR-S2A" Unless Otherwise Noted.
NOTE:
48.73' RT.
+20.57
49.00' RT.
+25.69 48.83' RT.
+29.79
22.94' RT.
+00.60
11.36' RT.
+77.89
10.80' RT.
+57.93
+72.88
13.18' RT.
W16-7P (24" X 12")
W11-2 (30" X 30")
12+85
W16-7P (24" X 12")
W11-2 (30" X 30")
13+13
D1-1d (48" x 10")
12+88
R1-2 (36" X 36" X 36")
12+84
38.91' LT.
+55.47
18.63' LT.
+71.01
6.49' LT.
+59.06
45.49' LT.
+43.9047.58' LT.
+13.98
6.97' LT.
+92.41
15.73' LT.
+79.26
W16-7P (24" X 12")
W11-2 (30" X 30")
11+59
3.56' LT.
+25.34
3.44' RT.
+25.47
W16-7P (24" X 12")
W11-2 (30" X 30")
11+39
R1-2 (36" X 36" X 36")
11+68
MPH
15
Range Line Rd
R4-7 (24" X 30")
13+35
W13-1P (18" X 18")
W16-8P (42" X 18")
W2-6 (30" X 30")
14+20
48
48
48
48
48
48(Typ.)18'-0"
(Typ.)
MedicalDr
LEGEND
41 Line, Thermoplastic, Dotted, White, 8 in. (2' Line, 2' Gap)
46
47
44
Line, Thermoplastic, Solid, White, 4 in.
Line, Thermoplastic, Solid, Yellow, 4 in.
42 "Sharks Teeth", Yield Line, White,
See Carmel Standard Drawing 10-25B
40 45
48 Line, Thermoplastic, Solid, White, 6 in.
49
43
54 Line, Thermoplastic, Solid, Yellow, 8"
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, White
Pavement Message Marking, Thermoplastic,
Lane Indication Arrow, "Fishhook", White
Transverse Marking, Thermoplastic, Crosswalk Line, White, 6"50
Transverse Marking, Thermoplastic, Crosshatch Line, Yellow, 12"53
Transverse Marking, Multi-Component, Pedestrian Crossing
Line, Thermoplastic, Dotted, White, 4 in (3' Line, 9' Gap)
56
Line, Thermoplastic, Dotted, White, 6 in. (2' Line, 4' Gap)
57 Transverse Marking, Thermoplastic, Crosswalk Line, White, 24 in.
Line, Multi-Component, Broken, White, 6 in. (2' Line, 4' Gap)
39 Exist. Sign to Remain in Place
Pavement Message Marking, Thermoplastic, Only58
38 Sign, Sheet, Relocate
TJM
NRM
TJM
NRM
1" = 20'
N/A
SIGN DETAILS - MEDICAL DR. & RANGELINE RD.
ROUNDABOUT PAVEMENT MARKINGS AND
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
83
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.PM.ROUNDABOUT.MED.dgn5/24/2021 10:28:59 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
See Special Provisions.
All Sheet Sign Posts Shall be Black Powdercoated.
NOTE:
TJMTJM
NRM NRM
NONE
N/A
SHEET SIGN AND POST SUMMARY
SHEET SIGN & POST SUMMARY
SIGN POST
NO. / LINE
PLAN SHEET SIGN LOCATION SIGN CODE
IN)
(IN x
SIZE
SIGN
MOUNTED SIGN
GROUND -
ON PANEL
MOUNTED U CHANNEL SQUARE ROUND
2 1/4" x 2 1/4" - 12 GA. (TYPE 1)3-IN. (OD) ALUMINUM TUBE, NON-FLUTED
POST LENGTH POST LENGTH REINFORCED ANCHOR
0.080"0.100"0.125"0.080"1 2 POST LENGTH (FT)POST LENGTH (FT)POST LENGTH
FT.FT.FT.1 2 1 TOTAL (FT)
Line "PR-RL1"
104+56 RT.W2-6 30X30 6.25 12.5 12.5
W16-8P 24X 8 1.34
W13-1P 18X18 2.25
105+56 RT.R3-8 30X30 6.25 10.5 10.5
105+75 LT.W4-2 (R)36X36 9 11.0 11.0
105+93 CTR.R4-7 24X30 5 10.5 10.5
106+53 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
106+82 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
107+01 CTR.R1-2 36X36 3.9 10.5 10.5
107+02 CTR.D1-1d 48X10 3.34 9.0 Dec. Street Sign Assembly
107+04 RT.R1-2 36X36 3.9 8.0 8.0
107+62 CTR.R6-1(R.)36X12 3 6.0 6.0
107+63 CTR.R6-1(R.)36X12 3 6.0 6.0
107+99 CTR.R6-1(R.)36X12 3 6.0 6.0
107+99 CTR.R6-1(R.)36X12 3 6.0 6.0
108+56 LT.R1-2 36X36 3.9 10.5 10.5
108+59 RT.D1-1d 48X10 3.34 9.0 Dec. Street Sign Assembly
108+60 CTR.R1-2 36X36 3.9 10.5 10.5
108+81 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
109+07 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
110+05 LT.R3-8 30X30 6.25 10.5 10.5
111+37 LT.W2-6 30X30 6.25 12.5 12.5
W16-8P 24X 8 1.34
W13-1P 18X18 2.25
111+77 RT.W2-6 30X30 6.25 3.9 12.5 12.5
W16-8P 30X 8 1.67
W13-1P 18X18 2.25
112+82 RT.R3-8 30X30 6.25 10.5 10.5
113+77 RT.W11-2 30X30 6.25 3.9 11.5 11.5
W16-7P 24X12 2
113+89 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
114+08 CTR.R1-2 36X36 3.9 10.5 10.5
114+12 RT.R1-2 36X36 3.9 10.5 10.5
115+13 CTR.R1-2 36X36 3.9 10.5 10.5
115+16 LT.R1-2 36X36 3.9 10.5 10.5
115+28 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
SHEET SIGN & POST SUMMARY
SIGN POST
NO. / LINE
PLAN SHEET SIGN LOCATION SIGN CODE
IN)
(IN x
SIZE
SIGN
MOUNTED SIGN
GROUND -
ON PANEL
MOUNTED U CHANNEL SQUARE ROUND
2 1/4" x 2 1/4" - 12 GA. (TYPE 1)3-IN. (OD) ALUMINUM TUBE, NON-FLUTED
POST LENGTH POST LENGTH REINFORCED ANCHOR
0.080"0.100"0.125"0.080"1 2 POST LENGTH (FT)POST LENGTH (FT)POST LENGTH
FT.FT.FT.1 2 1 TOTAL (FT)
Line "PR-RL1"
115+51 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
116+51 LT.R3-8 30X30 6.25 10.5 10.5
117+51 LT.W2-6 30X30 6.25 12.5 12.5
W16-8P 30X 8 1.67
W13-1P 18X18 2.25
Line "PR-S1A"
33+50 RT.W2-6 30X30 6.25 12.5 12.5
W16-8P 42X 8 2.34
W13-1P 18X18 2.25
33+52 CTR.R4-7 24X30 5 10.5 10.5
34+07 RT.R3-8 30X30 6.25 10.5 10.5
34+81 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
35+07 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
35+26 CTR.R1-2 36X36 3.9 10.5 10.5
35+27 RT.R1-2 36X36 3.9 10.5 10.5
35+28 CTR.D1-1d 48X10 3.34 9 Dec. Street Sign Assembly
36+85 LT.R1-2 36X36 3.9 10.5 10.5
36+85 CTR.R1-2 36X36 3.9 10.5 10.5
36+86 CTR.D1-1d 48X10 3.34 10.5 10.5 9 Dec. Street Sign Assembly
37+07 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
37+36 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
38+40 LT.R3-8 30X30 6.25 10.5 10.5
38+78 CTR.R4-7 24X30 5 10.5 10.5
39+54 LT.W2-6 30X30 6.25 12.5 12.5
W16-8P 42X 8 2.34
W13-1P 18X18 2.25
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
84
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SS.01.dgn5/24/2021 10:28:59 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
2
6
2.1
14.3 3 9.3 3 5.4
2
6
2 5.8 3.1
2 2
1
0
48
1.0" Border, Black on White;
[Range Line Rd] B specified length;
Standard Arrow Custom 7.2" X 6.0" 46{;
Table of letter and object lefts.
R
2.1
a
5.0
n
8.0
g
10.9
e
13.8
L
19.4
i
22.0
n
23.3
e
26.2
R
31.7
d
34.6
39.1
Range Line Rd
2
6
2.8
22.7 6 5.9
2
6
2 5.8
2.8
2 2
1
0
48
1.0" Border, Black on White;
[Medical Dr] B; Standard Arrow Custom 7.2" X 6.0" 46{;
Table of letter and object lefts.
M
2.8
e
7.2
d
10.7
i
14.9
c
17.0
a
20.6
l
24.8
D
31.5
r
35.5 39.4
Medical Dr
2
4
4.8 12.1 4 8.2 4 4.1 4.8
2
8
42
Identifier : W16-8P;
1.5" Radius, 0.4" Border, 0.4" Indent, Black on Yellow;
[Range Line Rd] B;
Table of letter and object lefts.
R
4.8
a
7.2
n
10.0
g
12.6
e
15.2
L
20.9
i
23.2
n
24.8
e
27.4
R
33.1
d
35.5
Range Line Rd
2
4
3.5 9.4 4 3.6 3.5
2
8
24
Identifier : W16-8P;
1.5" Radius, 0.4" Border, 0.4" Indent, Black on Yellow;
[116th St] B;
Table of letter and object lefts.
1
3.5
1
5.0
6
6.6
t
9.0
h
11.2
S
16.9
t
19.2
116th St
2
4
3.4 15.2 4 4 3.4
2
8
30
Identifier : W16-8P;
1.5" Radius, 0.4" Border, 0.4" Indent, Black on Yellow;
[Medical Dr] B;
Table of letter and object lefts.
M
3.4
e
6.4
d
8.7
i
11.5
c
12.9
a
15.3
l
18.1
D
22.6
r
25.3
Medical Dr
2
6
5.5 13.8 6 5.4
2
6
5 5.8 6.5
2 2
1
0
48
1.0" Border, Black on White;
[116TH St] B; Standard Arrow Custom 7.2" X 6.0" 46{;
Table of letter and object lefts.
1
5.5
1
7.8
6
10.2
T
13.6
H
16.8
S
25.3
t
28.7 35.7
116TH St
2
6
2.6
22.5
2.3
10.2
2
6
2 5.8
2.6
2 2
1
0
48
1.0" Border, Black on White;
[Westfield Blvd] B specified length;
Standard Arrow Custom 7.2" X 6.0" 46{;
Table of letter and object lefts.
W
2.6
e
6.7
s
9.6
t
12.5
f
14.8
i
17.0
e
18.2
l
21.3
d
22.5
B
27.4
l
30.5
v
31.7
d
35.1 39.6
Westfield Blvd
See Special Provisions.
All Sheet Sign Posts Shall be Black Powdercoated.
NOTE:
3
.1
1
25
.0
3
2.78
24.24 2.98
1.8
6
30
30
R3-8LT_TR_30x30;
2.25" Radius, 0.88" Border, 0.63" Indent, Black on White;
TJMTJM
NRM NRM
NONE
N/A
SHEET SIGN AND POST SUMMARY
SHEET SIGN & POST SUMMARY
SIGN POST
NO. / LINE
PLAN SHEET SIGN LOCATION SIGN CODE
IN)
(IN x
SIZE
SIGN
MOUNTED SIGN
GROUND -
ON PANEL
MOUNTED U CHANNEL SQUARE ROUND
2 1/4" x 2 1/4" - 12 GA. (TYPE 1)3-IN. (OD) ALUMINUM TUBE, NON-FLUTED
POST LENGTH POST LENGTH REINFORCED ANCHOR
0.080"0.100"0.125"0.080"1 2 POST LENGTH (FT)POST LENGTH (FT)POST LENGTH
FT.FT.FT.1 2 1 TOTAL (FT)
Line "PR-S2A"
11+39 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
11+59 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
11+68 RT.R1-2 36X36 3.9 10.5 10.5
12+84 LT.R1-2 36X36 3.9 10.5 10.5
12+88 CTR.D1-1d 48x10 3.34 9 Dec Street Sign Assembly
12+85 RT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
13+13 LT.W11-2 30X30 6.25 11.5 11.5
W16-7P 24X12 2
13+35 LT.R4-7 24X30 5 10.5 10.5
14+20 LT.W2-6 30X30 6.25 13.5 13.5
W16-8P 42X18 5.25
W13-1P 18X18 2.25
TOTAL 256 94 17 568 45
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
85
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SS.02.dgn5/24/2021 10:29:00 AMtmckinney
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
TJMTJM
NRM NRM
NONE
N/A
SUMMARY OF QUANTITIES
AND APPROACH TABLE
SUMMARY OF QUANTITIES AND APPROACH TABLE
(STATION)
LOCATION
CLASS)
TYPE OR
(APPROACH
DESCRIPTION
W
I
D
T
H
LE
N
G
T
H
R
A
D
I
I
L
I
N
E
B
E
Y
O
N
D
R
/
W
D
I
S
T
A
N
C
E
R/W LINE
SURFACE BEYOND
N
U
R
S
E
R
Y
S
O
D
D
I
N
G
,
A
S
P
H
A
LT
M
I
L
L
I
N
G
,
A
S
P
H
A
LT
M
I
L
L
I
N
G
,
SHOWN)
10% NOT
THAN
(LESS
GRADE HMA MATERIAL FOR ROADS:
T
Y
P
E
C
I
N
S
T
A
L
L
AT
I
O
N
,
S
T
R
U
C
T
U
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E
H
M
A
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S
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W
A
LK
H
M
A
F
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M
A
,
T
Y
P
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C
W
I
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N
I
N
G
W
I
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H
T
A
C
K
C
O
A
T
A
S
P
H
A
L
T
F
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B
A
S
E
S
E
AL
JOINT ADHESIVE
S
E
A
L
A
N
T
LI
Q
U
I
D
A
S
P
H
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LT
W
I
T
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P
C
C
B
A
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W
I
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N
I
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A
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T
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R
A
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S
P
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P
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.
5
3
A
G
G
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G
A
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P
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D
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.
5
3
A
G
G
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G
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N
T
,
C
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N
C
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T
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D
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C
O
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A
T
I
VE
C
O
N
C
R
E
T
E
S
I
D
E
W
A
L
K
,
REMARKS
B
A
S
E
A
G
G
R
E
G
A
T
E
C
O
M
P
A
C
T
E
D
H
M
A
C
O
N
C
R
E
T
E
SURFACE INTERM.BASE BASE INTERM. OG.
TYPE C, 9.5 mm TYPE C, 19.0 mm TYPE C, 25.0 mm TYPE C, 19.0 mm TYPE C, 19.0 mm
MAINLINE MAINLINE MAINLINE MAINLINE MAINLINE DEPTH DEPTH
"W""L""R"1.5 IN.VAR.
%
165 #/SYS 275 #/SYS 385 #/SYS 330 #/SYS 250 #/SYS SURFACE INTERM.6 IN.IC II 6 in.9 in.6 IN.10 IN.7 IN.4 IN.
ft.ft.ft.ft.SYS.SYS.SYS.TON TON TON TON TON TON TON TON TON TON LFT LFT LFT SYS.SYS.SYS.SYS.SYS.TON TON SYS.SYS.
Line "PR-RL1"4,663 5,532 706 933 684 756 673 564 92 452 7 5 4,629 1,951 4,629 939 7,327 624 197 352 729
105+16.44 Lt.Class III Drive 24 26.0 20 20 12.5 x 87 87
106+27.55 Rt.Class III Drive 33.5 12.3 20 10 x 55 55
109+26.60 Rt.Mod. Class III 54.1 18.5 7 5 2.7 x 85 85
109+99.00 Rt.Mod. Class III 35.7 18.7 30 15 0.5 x 68 68
110+91.10 Lt.Mod. Class III 35.6 16.8 30 30 3.9 x 94 94
110+93.30 Rt.Class III Drive 28 26.2 20 10 13.8 x -14%108 108
112+64.40 Rt.Class III Drive 25.4 26.2 20 10 3.4 x 71 71
117+22.60 Rt.Class III Drive 56.6 34.3 20 10 15.3 x -10.5%136 136
117+81.60 Rt.Class III Drive 37.2 31.1 20 10 12.1 x 120 120
118+61.10 Lt.Mod. Class III 25.2 27.4 30 30 8.4 x 118 118
119+02.00 Rt.Class III Drive 26.5 19.0 20 20 73 73
119+97.70 Rt.Mod. Class III 21.1 19.0 20 20 62 62
120+44.60 Lt.Mod. Class III 23.3 21.4 15 15 7.4 x 65 65
121+03.50 Lt.Mod. Class III 25.9 17.2 15 15 3.1 x 57 57
121+61.10 Rt.Mod. Class III 34.5 22.1 20 20 3.1 x 98 98
122+21.70 Lt.Mod. Class III 28.2 17.3 20 17 69 69
122+90.50 Lt.Mod. Class III 24.9 14.6 17 15 51 51
123+43.70 Lt.Class III Drive 31.3 13.5 10 20 56 56
123+48.30 Rt.Mod .Class III 24.7 17.4 20 20 63 63
124+19.10 Lt.Mod. Class III 33.8 18.7 15 10 89 89
Line "PR-S1A"1137.0 1303.0 250 216 302 268 235 31 33 2 2 1283 690 1283 108 2135 162 324
33+10.20 Rt.Class III Drive 26.5 11.8 15 20 x 43 43
33+83.30 Lt.Mod. Class III 27.5 40.8 30 30 158 158
37+95.40 Lt.Mod. Class III 44.6 36.4 20 30 9.0 x 185 185
38+52.53 Rt.Class III Drive 30.5 13.0 15 15 x 54 54
39+10.70 Lt.Mod. Class III 50.1 19.3 10 20 118 118
TOTALS 5,800 6,835 706 1,183 900 1,058 941 799 92 483 33 9 7 5,912 2,641 5,912 1,047 9,462 2,183 2,183 786 197 352 1,053
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
86
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.AP.01.dgn5/24/2021 11:34:07 AMjhofman
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
JAB RJC
NRM NRM
UNDERDRAIN TABLE
N/A
N/A
UNDERDRAIN TABLE
UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS
REMARKS
P
IP
E LI
M
IT
S
U
N
D
ER
D
RAI
N TYPE 4 PIPE
U
N
D
ER
D
R
AI
N
S
FO
R
GEO
TE
XT
ILE
S
U
N
D
ER
D
R
AI
N
S
AG
R
E
G
A
T
E
FO
R
U
N
D
ER
D
R
AI
N
S
H
MA FO
R
S
P
E
C
IAL
G
RAD
E
LI
M
IT
UN
D
ER
D
R
AIN P
IP
E
FLO
W
EL
E
VA
TI
O
N
@
R
EQ
U
I
RE
D
O
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TL
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T
P
I
P
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STR
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O
.
UN
D
ER
D
R
AIN P
IP
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N
N
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EL
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IO
N
S
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RUCTU
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IN
V
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RT
R
EQ
U
I
RED
(1
O
R
2
)
4
5
D
E
G
RE
E
E
L
BO
W
S
P
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6
I
N O
U
TL
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.
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EL
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D
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FLO
W
LINE
NO
.
P
IP
E T
O
S
T
R
U
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C
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N
N
E
C
T
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EL
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VA
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IO
N
S
T
RUCTU
RE
IN
V
E
RT
BACKFI
LL
S
T
RU
CT
U
RE
B BO
R
R
O
W
FO
R
UN
D
E
RD
R
AIN
H
MA FO
R
N
O
.
_
_
_
_
O
U
T
L
E
T
P
R
O
TE
CT
O
R
TYP
E
O
U
T
L
E
T
P
R
O
TE
CT
O
R
LOCATION
4
IN
.
6
IN
.
LE
F
T
O
U
TS
I
D
E
LE
F
T
M
ED
I
AN
R
IG
H
T
M
ED
I
AN
R
IG
H
T
O
U
TS
I
D
E
FT.FT.SYS.CYS.TON (%)(Y/N)LFT.CYS.TONS
LINE "PR-RL1"
OUTSIDE LEFT
104+00.0
98.8 89 9
813.71 N Connect to 16-SW-85 Underdrain
104+98.8 814.09 N
104+98.8
187.2 168 17
814.16 N 301
106+86.0 815.68 N
106+86.0
117.1 105 11
815.68 N 306 815.50
34+80.0 "PR-S1A" Rt.815.73 N 346 814.20
35+11.0 "PR-S1A" Lt.
85.9 77 8
815.88 N 348 812.15
108+80.0 816.18 N
108+80.0
152.0 137 14
816.18 N 310 815.73
110+31.6 817.01 N
110+31.6
32.3 29 3
817.01 N 314 814.63
110+63.9 817.12 N
110+63.9
329.1 296 30
817.12 N 317 816.57
113+93.0 821.38 N
113+99.0
95.1 86 9
822.25 N 502 821.25 Modified Depth
11+36.0 "PR-S2A" Rt.823.51 N 519 823.00 Modified Depth
115+62.0
238.0 214 21
826.30 N 512 825.50
118+00.0 834.95 N
118+00.0
235.2 212 21
834.95 N 516 834.50
120+35.2 839.02 N
120+35.2
323.1 291 29
839.02 N 319 836.19
123+58.3 843.67 N
123+58.3
63.8 57 6
843.67 N
124+22.1 842.66 N 327 840.48
124+22.1
8.0 7 1
842.66 N 327 840.48
124+30.0 842.76 N Inlet perimeter drain, cap pipe end (see Misc. Details)
LINE "PR-RL1"
OUTSIDE RIGHT
104+00.0 56.6 51 5 813.94 N Connect to 16-SW-85 Underdrain
104+56.6 813.77 N 300 811.94
104+56.6 123.4 111 11 813.77 N 300 811.94
105+80.0 814.63 N
105+80.0 99.0 89 9 814.63 N 302 814.03
106+79.0 815.66 N
106+79.0 95.5 86 9 815.66 N 305 815.15
37+03.0 "PR-S1A" Rt.815.73 N 349 815.20 Modified Depth (2.88 Underdrain Elev. Drop)
37+06.0 "PR-S1A" Lt.111.3 100 10 815.38 N 350 814.53
108+98.0 816.38 N
108+98.0 133.9 121 12 816.38 N 312 815.68
110+34.0 816.91 N
110+34.0
367.0 330 33
816.91 N 315 814.90
114+01.0 821.58 N
SUBTOTALS =2,952 2,656 268
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
87
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.UD.01.dgn5/24/2021 09:46:04 AMjhofman
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
UNDERDRAIN TABLE
JAB
NRM NRM
RJC
N/A
N/A
UNDERDRAIN TABLE
UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS
REMARKS
P
I
P
E
LI
MITS
U
N
D
E
R
D
RAI
N TYPE 4 PIPE
U
N
D
E
R
D
RAI
N
S
F
O
R
G
EO
T
E
XTI
LE
S
U
N
D
E
R
D
RAI
N
S
AG
REG
A
T
E
F
O
R
U
N
D
E
R
D
RAI
N
S
H
M
A
F
O
R
S
P
ECI
AL GR
AD
E
LIMI
T
U
N
D
ER
D
RAI
N
P
IP
E
FLO
W
E
L
E
VA
T
I
O
N
@
R
E
Q
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IR
ED
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T
P
I
P
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CT
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E
NO
.
U
N
D
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D
RAI
N
P
IP
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CO
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N
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TI
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STR
U
C
T
UR
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NV
ER
T
R
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Q
U
IR
ED (
1
O
R
2
)
4
5
D
EG
REE
EL
BO
W
S
PI
PE
6
I
N
O
U
T
L
E
T
O
U
TL
E
T
S
T
ATI
O
N
O
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T
L
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L
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VA
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P
R
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TE
CT
O
R
NO
.
O
U
T
L
E
T
AT
O
U
T
L
E
T
O
U
T
L
E
T
P
RO
T
E
CTO
R
EL
E
VA
T
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N
AT
DI
T
C
H
F
LO
W
LI
N
E
N
O
.
P
I
P
E
TO
S
T
RUCTURE
CO
N
N
ECT
O
U
T
L
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T
E
L
E
VA
TI
O
N
STR
U
C
T
UR
E I
NV
ER
T
BAC
KF
ILL
S
T
R
UCTUR
E
B BO
RR
O
W
F
O
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U
N
D
ER
D
R
AI
N
H
M
A
F
O
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N
O
._
_
_
_
O
U
T
L
E
T
P
RO
T
E
CTO
R
T
YP
E
O
U
T
L
E
T
P
RO
T
E
CTO
R
LOCATION
4
I
N
.
6
I
N
.
LE
F
T
O
U
T
SI
D
E
LE
F
T
M
E
D
I
AN
R
IGH
T
M
E
D
I
AN
R
IGH
T
O
U
T
SI
D
E
FT.FT.SYS.CYS.TON (%)(Y/N)LFT.CYS.TONS
LINE "PR-RL1"
OUTSIDE RIGHT
114+07.0 40.0 36 4 821.88 N 505 821.10
114+40.0 823.08 N High point
12+90.0 "PR-S2A" Lt.72.0 65 6 823.68 N 521 823.00
115+53.0 826.04 N
115+60.0 311.0 280 28 826.30 N 511 825.00
118+71.0 836.38 N
118+71.0 165.0 149 15 836.38 N 318A 832.52
120+36.0 838.97 N
120+36.0 333.3 300 30 838.97 N 320 837.99
123+73.7 843.08 N
123+73.7
58.3 52 5
843.08 N
124+32.0 842.85 N 328 841.82
LINE "PR-S1A"
OUTSIDE LEFT
32+80.0
141.0 127 13
818.52 N Connect to existing underdrain
34+21.0 816.18 N 343 814.20
34+68.0
5.0 5 1
815.75 N Inlet perimeter drain, cap pipe end (see Misc. Details)
34+73.0 815.69 N 344 813.70
35+06.0
5.0 5 1
815.90 N Inlet perimeter drain, cap pipe end (see Misc. Details)
35+11.0 815.86 N 348 812.15
37+06.0
101.0 91 9
815.43 N
38+07.0 814.29 N 354 812.66
38+13.0
5.0 5 1
814.31 N 356 812.67
38+18.0 814.36 N Inlet perimeter drain, cap pipe end (see Misc. Details)
38+47.0
108.0 97 10
814.18 N 358 812.85
39+55.0 816.18 N Connect to existing underdrain
LINE "PR-S1A"
OUTSIDE RIGHT
32+80.0
136.7 123 12
818.55 N Connect to existing underdrain
34+20.0 816.05 N 342 814.50
34+69.0
5.0 5 1
815.77 N Inlet perimeter drain, cap pipe end (see Misc. Details)
34+74.0 815.72 N 345 814.25
37+03.0
104.0 94 9
815.48 N
38+07.0 814.24 N 355 812.60
38+13.0
35.0 32 3
814.24 N 357 812.62
38+48.0 814.38 N Do not disturb existing 48-in. culvert under 116th St.
LINE "PR-S2A"
OUTSIDE LEFT
12+90.0
116.0 104 10
823.68 N
14+06.0 821.38 N Connect to existing underdrain
SUBTOTALS =1,741 1,570 158
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
88
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.UD.02.dgn5/24/2021 09:46:05 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
NRM
RJCJAB
NRM
UNDERDRAIN TABLE
N/A
N/A
UNDERDRAIN TABLE
UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTORS
REMARKS
PI
PE
LIMI
T
S
UN
D
ERDR
AIN TYPE 4 PIPE
UN
D
ERDR
AIN
S
FO
R
G
E
O
T
E
XT
I
LE
S
UN
D
ERDR
AIN
S
AG
R
EG
A
TE
F
O
R
UN
D
ERDR
AIN
S
H
MA
FO
R
S
P
ECI
AL
G
R
AD
E
LIM
I
T
UN
D
E
RD
R
AIN
PI
PE
F
LO
W
EL
E
VA
T
IO
N
@
RE
Q
U
IR
ED
O
U
T
L
E
T
P
IP
E
TO
S
T
RUCTU
RE
N
O
.
UN
D
E
RD
R
AIN
PI
PE
C
O
N
N
EC
T
EL
E
VA
T
IO
N
S
T
R
U
CT
U
R
E
I
N
V
E
R
T
REQ
U
I
R
E
D
(
1
O
R
2
)
4
5
D
EGR
EE
EL
BO
W
S
P
IP
E
6
IN
O
U
T
L
E
T
O
U
T
L
E
T
STATI
O
N
O
U
TL
E
T
EL
E
VA
T
IO
N
P
RO
T
E
CTO
R
N
O
.
O
U
TL
E
T
AT O
U
TL
E
T
O
U
TL
E
T
P
R
O
T
E
C
T
O
R
E
L
E
VA
TI
O
N
AT
D
I
T
CH
FLO
W
LIN
E
N
O
.
PI
PE
T
O
STR
U
C
T
UR
E
CO
N
N
ECT
O
U
TL
E
T
EL
E
VA
T
IO
N
S
T
R
U
CT
U
R
E
I
N
V
E
R
T
B
ACKFI
LL
STR
U
C
T
UR
E
B
BO
R
R
O
W
FO
R
U
N
D
ER
D
RAI
N
H
MA
FO
R
NO
._
_
_
_
O
U
TL
E
T
P
R
O
T
E
C
T
O
R
T
YPE
O
U
TL
E
T
P
R
O
T
E
C
T
O
R
LOCATION
4
I
N
.
6
I
N
.
LE
FT
O
U
T
S
ID
E
LE
FT
ME
D
IAN
RI
G
H
T
ME
D
IAN
RI
G
H
T
O
U
T
S
ID
E
FT.FT.SYS.CYS.TON (%)(Y/N)LFT.CYS.TONS
LINE "PR-S2A"
OUTSIDE RIGHT
10+90.0
46.0 41 4
824.34 N
11+36.0 823.51 N 519 823.00 Modified Depth
12+75.0
125.0 113 11
823.08 N
14+06.0 821.74 N Connect to existing underdrain
SUBTOTALS =171 154 15
TOTALS =4,865 4,380 441
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
89
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.UD.03.dgn5/24/2021 09:46:06 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
TJMTJM
NRM NRM
NONE
N/A
STRUCTURE DATA TABLE
STRUCTURE DATA
NU
MBER
S
T
RUCTU
RE
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
S
KEW
FLOW LINE
SERVI
CE
LI
FE
DES
I
G
N
A
T
IO
N
S
I
T
E
p
H
M
ET
HO
D
B
ACKFI
LL
B
ACKFI
LL
S
T
R
U
C
T
U
R
E
T
YP
E
B
ACKFI
LL
FLO
W
AB
LE
T
YP
E
G
E
O
T
E
XT
I
LE
S
R
IP
RAP
R
EVET
MEN
T SCOUR PROTECTION
S
T
R
UCTUR
ES
CLAS
S
A,
FO
R
C
O
N
CR
ET
E
,
INS
P
ECTI
O
N
VID
EO
S
E
C
T
IO
N
P
I
P
E
E
ND
END SECTION
GRATED BOX
END SECTION
SAFETY METAL
N
O
.
C
O
N
N
EC
T
T
O
S
T
R.
REMARKS
STATION
LE
F
T
R
IG
H
T
C
R
O
S
S
O
FF
S
E
T
R
C
P
C
LAS
S
SPECIALTY STRUCTURE AND TYPE
MANHOLE, INLET, CATCH BASIN, OR
CO
V
ER
STREAM
UP
STREAM
DOWN
D
EP
T
H
S
U
M
P
E
G
EO
T
E
XTI
L
R
IP
RAP
FT IN LFT FT ELEV.ELEV.YR.CYS CYS SYS TON IN SYS TYPE TONS CYS LFT EA TYPE SLOPE EA TYPESLOPE EA
Line
PR-RL1
300 104+56.6 x Existing Inlet Adjust Casting to Grade
301 104+98.8 x Existing Inlet Casting, 13, Furnish and Adjust Casting to Grade
302 105+80.0 x 12 III Inlet J-10 5 1.9 814.03 814.00 75 N/A 7 1 1.6 2 303
303 105+80.0 x 40.5 42 III Manhole K-4 4 5.2 75 N/A 7 1 7.3 2 Flat Casting Req'd, Furnish and Adjust to Grade; Connect to Exist. Trunkline
303A 106+45.0 x 53.5 12 III Inlet J-10 43 1.0 815.63 815.50 75 N/A 7 1 8.9 2 306
304 106+48.3 x 43.5 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade
305 106+79.0 x 12 III Manhole C-10 26 1.4 815.15 815.00 75 N/A 7 1 6.7 2 304
306 106+86.0 x 12 III Manhole C-10 74 1.3 815.50 815.15 75 N/A 7 1 18.4 2 305
307 107+67.0 x 42.3 Existing Manhole Reconstruct Manhole 2 LFT
308 108+24.7 x 7.2 Existing Manhole Reconstruct Manhole 2 LFT and Rotate Lid to be Out of Curb Line
309 108+73.1 x 6.5 Existing Manhole Adjust Casting to Grade
310 108+80.0 x 12 III Inlet J-10 41 1.8 815.73 815.50 75 N/A 7 1 12.8 2 309
311 INTENTIONALLY OMITTED
312 108+98.0 x 12 III Inlet R-13 32 1.8 815.68 815.50 75 N/A 7 1 10.0 2 309
313 INTENTIONALLY OMITTED
314 110+31.6 x Existing Inlet Adjust Casting to Grade
315 110+34.0 x Existing Inlet Adjust Casting to Grade
316 110+34.2 x 13.9 Existing Manhole To Remain As Is
317 110+63.9 x Existing Inlet Adjust Casting to Grade
317A 112+55.9 x 14.8 Existing Manhole To Remain As Is
318 118+70.9 x 18.6 Existing Manhole Adjust Casting to Grade
318A 118+71.0 x 12 III Inlet R-13 4 5.1 832.52 832.36 75 N/A 7 1 3.1 2 318
319 120+35.2 x Existing Inlet Adjust Casting to Grade
320 120+36.0 x Existing Inlet Adjust Casting to Grade
321 120+38.6 x 33.4 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade
322 121+26.6 x 31.2 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade
323 121+50.0 x 12 III Inlet E-7 24 1.0 841.12 841.00 75 N/A 7 1 5.1 2 322
324 123+57.9 x 40.4 Existing Manhole Flat Casting Req'd, Furnish and Adjust to Grade
325 123+58.3 x Existing Inlet Adjust Casting to Grade
326 123+73.7 x Existing Inlet Adjust Casting to Grade
327 124+22.1 x Existing Inlet Adjust Casting to Grade
328 124+32.0 x Existing Inlet Adjust Casting to Grade
Line
"PR-S1A"
#N/A III Existing Inlet ###########N/A #N/A 75 N/A 7 1 16.6 2 328
341 34+14.9 x 12 III Pipe 6 2.0 815.03 815.00 75 N/A 7 1 2.0 2 343
342 34+20.0 x 12 III Inlet J-10 52 2.6 814.50 814.25 75 N/A 7 1 21.7 2 345 To Remain As Is
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
90
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SD.01.dgn5/24/2021 09:46:06 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
TJMTJM
NRM NRM
NONE
N/A
STRUCTURE DATA TABLE
STRUCTURE DATA
NU
MBER
S
T
RUCTU
RE
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
S
KEW
FLOW LINE
SERVI
CE
LI
FE
DES
I
G
N
A
T
IO
N
S
I
T
E
p
H
M
ET
HO
D
B
ACKFI
LL
B
ACKFI
LL
S
T
R
U
C
T
U
R
E
T
YP
E
B
ACKFI
LL
FLO
W
AB
LE
T
YP
E
G
E
O
T
E
XT
I
LE
S
R
IP
RAP
R
EVET
MEN
T SCOUR PROTECTION
S
T
R
UCTUR
ES
CLAS
S
A,
FO
R
C
O
N
CR
ET
E
,
INS
P
ECTI
O
N
VID
EO
S
E
C
T
IO
N
P
I
P
E
E
ND
END SECTION
GRATED BOX
END SECTION
SAFETY METAL
N
O
.
C
O
N
N
EC
T
T
O
S
T
R.
REMARKS
STATION
LE
F
T
R
IG
H
T
C
R
O
S
S
O
FF
S
E
T
R
C
P
C
LAS
S
SPECIALTY STRUCTURE AND TYPE
MANHOLE, INLET, CATCH BASIN, OR
CO
V
ER
STREAM
UP
STREAM
DOWN
D
EP
T
H
S
U
M
P
E
G
EO
T
E
XTI
L
R
IP
RAP
FT IN LFT FT ELEV.ELEV.YR.CYS CYS SYS TON IN SYS TYPE TONS CYS LFT EA TYPE SLOPE EA TYPESLOPE EA
Line
"PR-S1A"
343 34+21.0 x 12 III Manhole J-10 46 2.7 814.20 813.95 75 N/A 7 1 19.8 2 344
344 34+73.0 x 15 III Inlet M-10 3 3.1 813.70 813.68 75 N/A 7 1 1.6 2 347
345 34+74.0 x 12 III Inlet M-10 3 2.6 814.25 814.20 75 N/A 7 1 1.3 2 346
346 34+80.0 x 12 III Inlet M-10 46 2.6 814.20 813.95 75 N/A 7 1 19.2 2 348A
347 34+80.0 x 15 III Inlet M-10 26 3.1 813.68 813.55 75 N/A 7 1 14.0 2 348
348 35+11.0 x 18 III Manhole J-10 7 4.2 812.15 812.12 75 N/A 7 1 5.4 2 Connect to Exist. Trunkline
348A 35+17.5 x 12 III Manhole C-4 33 2.5 813.95 813.75 75 N/A 7 1 13.3 2 348
349 37+03.0 x 12 III Manhole C-10 63 1.7 815.20 814.90 75 N/A 7 1 18.9 2 307
350 37+06.0 x 12 III Inlet J-10 3 2.0 814.53 814.50 75 N/A 7 1 1.0 2 351
351 37+09.0 x 45.5 21 III Manhole C-4 4 4.8 75 N/A 7 1 3.8 2 Flat Casting Req'd, Furnish and Adjust to Grade; Connect to Exist. Trunkline
352 37+73.2 x 33.6 21 III Manhole K-4 2 4.5 75 N/A 7 1 1.8 2 Connect to Exist. Trunkline
353 38+04.0 x 67.5 12 III Inlet R-13 44 1.1 812.71 812.50 75 N/A 7 1 9.8 2 352
354 38+07.0 x 12 III Inlet R-13 32 2.4 812.66 812.50 75 N/A 7 1 12.5 2 352
355 38+07.0 x 15 III Inlet M-10 70 2.4 812.60 812.25 75 N/A 7 1 30.5 2 352
356 38+13.0 x 12 III Inlet R-13 3 2.7 812.67 812.66 75 N/A 7 1 1.3 2 354
357 38+13.0 x 12 III Inlet J-10 2 2.7 812.62 812.60 75 N/A 7 1 0.9 2 355
358 38+47.0 x 12 III Inlet J-10 33 2.6 812.85 812.67 75 N/A 7 1 13.8 2 356
Existing
Sanitary
"PR-RL1"
400 108+43.8 x 37.7 Existing Sanitary Manhole Reconstruct Manhole 2 LFT
401 110+30.6 x 36.7 Existing Sanitary Manhole Flat Casting Req'd, Furnish and Adjust to Grade
401A 112+45.9 x 33.0 Existing Sanitary Manhole Flat Casting Req'd, Furnish and Adjust to Grade
401B 114+60.1 x 32.6 Existing Sanitary Manhole Adjust Casting to Grade
"PR-S1A"
402 37+07.7 x 13.5 Existing Sanitary Manhole Reconstruct Manhole 2 LFT
Medical Dr.
Line
"PR-RL1"
501 113+93.0 x 12 III Inlet M-10 45 1.1 821.20 821.00 75 N/A 7 1 10.1 2 503
502 113+99.0 x 12 III Inlet M-10 3 1.1 821.25 821.20 75 N/A 7 1 0.7 2 501
503 114+01.0 x 15.5 36 III Manhole J-4 2 2.4 818.34 818.30 75 N/A 7 1 1.6 2 Connect to Exist. Trunkline. 2 LFT of 36" Pipe Req'd on Upstream Side As Well
504 114+01.0 x 12 III Inlet M-10 6 1.4 821.05 821.00 75 N/A 7 1 1.6 2 503
505 114+07.0 x 12 III Inlet J-10 2 1.4 821.10 821.05 75 N/A 7 1 0.5 2 504
506 115+17.1 x 16.2 Existing Manhole Adjust Casting to Grade
507 115+18.5 x 48.2 Existing Manhole Reconstruct Manhole 2 LFT and Flat Casting Req'd, Furnish and Adjust to Grade
508 115+53.0 x 12 III Inlet J-10 3 2.1 825.02 825.00 75 N/A 7 1 1.1 2 511
509 115+55.0 x 12 III Inlet J-10 3 1.6 825.52 825.50 75 N/A 7 1 0.9 2 512
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
91
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SD.02.dgn5/24/2021 09:46:46 AMjhofman
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cfg
CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
TJMTJM
NRM NRM
NONE
N/A
STRUCTURE DATA TABLE
STRUCTURE DATA
NU
MBER
S
T
RUCTU
RE
LOCATION
SIZE
DESCRIPTION
LE
NG
TH
S
KEW
FLOW LINE
SERVI
CE
LI
FE
DES
I
G
N
A
T
IO
N
S
I
T
E
p
H
M
ET
HO
D
B
ACKFI
LL
B
ACKFI
LL
S
T
R
U
C
T
U
R
E
T
YP
E
B
ACKFI
LL
FLO
W
AB
LE
T
YP
E
G
E
O
T
E
XT
I
LE
S
R
IP
RAP
R
EVET
MEN
T SCOUR PROTECTION
S
T
R
UCTUR
ES
CLAS
S
A,
FO
R
C
O
N
CR
ET
E
,
INS
P
ECTI
O
N
VID
EO
S
E
C
T
IO
N
P
I
P
E
E
ND
END SECTION
GRATED BOX
END SECTION
SAFETY METAL
N
O
.
C
O
N
N
EC
T
T
O
S
T
R.
REMARKS
STATION
LE
F
T
R
IG
H
T
C
R
O
S
S
O
FF
S
E
T
R
C
P
C
LAS
S
SPECIALTY STRUCTURE AND TYPE
MANHOLE, INLET, CATCH BASIN, OR
CO
V
ER
STREAM
UP
STREAM
DOWN
D
EP
T
H
S
U
M
P
E
G
EO
T
E
XTI
L
R
IP
RAP
FT IN LFT FT ELEV.ELEV.YR.CYS CYS SYS TON IN SYS TYPE TONS CYS LFT EA TYPE SLOPE EA TYPESLOPE EA
Line
"PR-RL1"
510 115+60.0 x 16.4 36 III Manhole J-4 2 4.2 822.32 822.25 75 N/A 7 1 1.3 2 Connect to Exist. Trunkline. 2 LFT of 36" Pipe Req'd on Upstream Side As Well
511 115+60.0 x 12 III Inlet M-10 5 3.3 825.00 824.97 75 N/A 7 1 2.6 2 510
512 115+62.0 x 12 III Inlet M-10 37 2.9 825.50 825.30 75 N/A 7 1 16.9 2 510
513 115+96.1 x 16.6 Existing Manhole To Remain As Is
514 116+04.9 x 31.4 Existing Inlet Adjust Casting to Grade
515 116+71.7 x 60.9 Existing Manhole To Remain As Is
516 118+00.0 x 12 III Inlet J-10 39 2.5 834.50 834.30 75 N/A 7 1 16.2 2 517
517 118+00.0 x 18.0 36 III Manhole J-4 2 5.7 829.70 829.65 75 N/A 7 1 1.9 2 Connect to Exist. Trunkline. 2 LFT of 36" Pipe Req'd on Upstream Side As Well
Line
"PR-S2A"
518 11+35.0 x 12 III Inlet M-10 25 2.6 822.90 822.75 75 N/A 7 1 11.6 2 520
519 11+36.0 x 12 III Inlet J-10 17 2.2 823.00 822.90 75 N/A 7 1 6.2 2 518
520 11+62.0 x 12 III Inlet M-10 89 2.3 822.75 821.25 75 N/A 7 1 33.6 2 502
521 12+90.0 x 12 III Inlet J-10 41 2.3 823.00 822.80 75 N/A 7 1 15.5 2 506
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
DESIGN ENGINEER DATE
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
92
FOR APPROVAL
RECOMMENDED
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.SD.03.dgn5/24/2021 09:47:23 AMjhofman
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CITY OF CARMEL
16-ENG-37
129
05/07/2021
No.
ANAIDNI
DERETSIGER
REE
NIGNE LANOIS
S
EFO
R
P
STATE OF
Y
HPR
U
M .R SALOHCIN
11400799
A/
C
A/
C
A/
C
A/
C
M
O
N
LD
LDLD
LD
LD
LD
LD
E
M
E
M
E
M
E
M
E
G
M
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
P
P
S
T
M
A
G
M
A
G
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
M
O
N
W
W
W WW
W
W
W
W
W
W
WW
W
W
W
P
P
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P
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P
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B
-
0
R
B
-
0
TT
T
T
H H
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H
H
H
H
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H
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C
C
-
T
R
C
W
V
W
V
M
O
N
M
B
W
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P
P
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E
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T
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-
0
M
A
G
R
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-
0
PZ
Z
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PZ
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PZ
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H
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(1
-
s
t
y
b
r
i
c
k
1
8
.
1
'
t
a
l
l
)
(g
a
s
p
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m
p
s
)
(g
a
s
p
u
m
p
s
)
(g
a
s
p
u
m
p
s
)
(g
a
t
e
)
(b
r
i
c
k
W
a
l
g
r
e
e
n
s
)
(block car wash)
(1
-
s
t
y
b
l
o
c
k
g
a
s
s
t
a
t
i
o
n
)
1
2
"
r
c
p
4"
p
v
c
42" rcp42" rcp
12
"
r
c
p
12" rcp
12
"
r
c
p
1
2
"
r
c
p
12" rcp
8" pvc8"
p
v
c
8"
p
v
c
30" rcp
12"
r
c
p
6" pv
c
30
"
r
c
p
12
"
r
c
p
8"
p
v
c
21" r
c
p
12" rcp
12" cpp
12
"
c
m
p
21" rcp
12" cpp 12" cpp
12
"
c
p
p
12" rcp
12" rcp
12" rcp
12" rcp
12" r
c
p
42" rcp
21
"
r
c
p
6" vcp
2" pvc
6" p
v
c
8" vcp 8"
p
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c
8"
v
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p
8" vcp
12
"
v
c
p
12
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v
c
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12
"
r
c
p
18
"
r
c
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42" rcp
12
"
r
c
p
42" rcp
12
"
r
c
p
12
"
r
c
p
12
"
r
c
p
12" rc
p
12" cpp
12
"
r
c
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T
P
P
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T
(2
-
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s
t
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e
)
c
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.
conc.
conc.
c
o
n
c
.
c
o
n
c
.
c
o
n
c
.
c
o
n
c
.
conc.
conc. conc.
conc.
conc. conc.
conc. conc. conc. conc.
conc.
c
o
n
c
.
c
o
n
c
.
c
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n
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.
c
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n
c
.
c
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c
.
conc.
co
n
c
.
c
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n
c
.
conc.
c
o
n
c
.
c
o
n
c
.
c
o
n
c
.
c
o
n
c
.
gr
a
s
s
gr
a
s
s
gra
s
s
gr
a
s
s
gr
a
s
s
gra
s
s
gr
a
s
s
grass
grassgrass
grass grassgrass
grass
grass
grass
gr
a
s
s
grass
grass
gra
s
s
gr
a
s
s
grass
gr
a
s
s
grass
gr
a
s
s
gr
a
s
s
gr
a
s
s
gr
a
s
s
gr
a
s
s
gra
s
s
gr
a
s
s
gr
a
s
s
wo
o
d
s
wo
o
d
s
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
asphalt
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
t
as
p
h
a
l
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as
p
h
a
l
t
as
p
h
a
l
t
ri
p
r
a
p
ri
p
r
a
p
planter planter
pla
n
t
e
r
pl
a
n
t
e
r
pla
n
t
e
r
pla
n
t
e
r
planter
pl
a
n
t
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r
pl
a
n
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r
pla
n
t
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r
pla
n
t
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r
pla
n
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e
r
pl
a
n
t
e
r
pla
n
t
e
r
planter
pla
n
t
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r
planter
pl
a
n
t
e
r
planter
pla
n
t
e
r
pla
n
t
e
r
pla
n
t
e
r
pla
n
t
e
r
conc.
bu
s
h
e
s
42" rcp
48" rcp
3"
p
v
c
-
f
o
r
c
e
m
a
i
n
3" pvc - forcemain
3"
p
v
c
-
f
o
r
c
e
m
a
i
n
3" pvc - forcemain
W
V
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
RANGELINE RD.
11
6
T
H
S
T
.
RANGELINE RD.
Line "PR-RL1"
Temp. R/W
Ap
p
.
E
x
i
s
t
.
R
/
W
R/W
R
/
W
T
e
m
p
.
R
/
W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
Temp. R/W
R/W
R/W
R/W
App. Exist. R/W
App. Exist. R/W
CORNER ASSOCIATESLP
CORNER ASSOCIATESLP KRG CENTRE LLC
S MART REAL ESTATEINC
SPEEDWAY LLC
VCA REAL PROPERTYACQUISITIONCORPORATION
KRG CENTRE LLC
INSTALL NEW
HYDRANT ASSEMBLY
RETIRE HYDRANT ASSEMBLY
AND VALVE
295 LFT OF 12"
HDPE SDR11 VIA HDD
RETIRE VALVE
RETIRE HYDRANT ASSEMBLYAND VALVE
45° MJ BEND
ADJUST VALVE TO GRADE
MJ HARVEY ADAPTER
WATER STOP
12"x12" MJ TEE
(2) GATE VALVES
11 LFT OF
12" DI
12"x12" MJ TEE
(2) GATE VALVES
MJ HARVEY ADAPTER
WATER STOP
243 LFT OF 12"HDPE SDR11 VIA HDD
MJ HARVEY ADAPTER
WATER STOP
45° MJ BEND
14 LFT OF
12" DI 12" CONNECTION
45° MJ BEND
MJ HARVEY ADAPTER
WATER STOP
425 LFT OF 12"
HDPE SDR11 VIA HDD
INSTALL NEW
HYDRANT ASSEMBLY
App. Exist. R/W
RETIRE HYDRANT ASSEMBLY
AND VALVE
6" ELECTRO FUSION SADDLE
6" GATE VALVE
31 LFT OF
12" DI
(2) 45° MJ BENDs
HARVEY ADAPTER
WATER STOP 100 LFT OF 12"
HDPE SDR11 VIA HDD6" ELECTRO FUSION SADDLE
6" GATE VALVE
INSTALL NEW
HYDRANT ASSEMBLY
50 LFT OF
6" RESTRAINED JOINT DI RETIRE VALVE
PLUG AT TEE
ADJUST VALVE TO GRADE
12" CONNECTION
12"x12" TAPPING SADDLE
12" TAP VALVE
59 LFT OF
12" DI
45° MJ BEND
D.B.
16-ENG-37
.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.B.
J.C.B.
D.B.
.
.
VERTICAL SCALE
129
N/A
1"=30'
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R
:
\
A
c
t
i
v
e
\
C
a
r
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e
l
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t
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i
t
i
e
s
\
C
a
r
m
e
l
B
o
n
d
P
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e
c
t
s
\
R
a
n
g
e
l
i
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e
&
1
1
6
t
h
\
C
A
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\
1
1
6
t
h
R
a
n
g
e
l
i
n
e
D
e
s
i
g
n
FI
L
E
N
A
M
E
:
W
a
t
e
r
p
l
a
n
s
.
d
w
g
DA
T
E
/
U
S
E
R
:
5
/
1
2
/
2
0
2
1
4
:
4
8
P
M
/
C
b
e
n
n
e
t
t
WPO
N
TE
E.
SINTE E
T
R
IN
E N G
EE
R
A NDNILONA
O
EF
ISSI A
STATE OF
19700381
RGE DE RRT
P
R
CROSSROAD ENGINEERS, P.C.
WATER PLANS
LINE "PR-RL1"
NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.
3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.
PROPOSED LEGEND
PROPOSED WATER MAIN
COMPLETE HYDRANT ASSEMBLY
SHORT SIDE SERVICE
GATE VALVE
TEE
MJ PLUG
MJ CAP
THRUST BLOCK
SS
11.25° MJ BEND
22.5° MJ BEND
45° MJ BEND
NOTES
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHED
GRADE.
3. CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.
5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLED
WITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.
MJ REDUCER
MA
T
C
H
L
I
N
E
-
24
+
5
0
"
P
R
-
R
L
1
"
93
LD
LD
H
H
H
H
P
P
S
T
P
P
S
T
M
O
N
M
O
N
M
O
N
P
P
S
T
P
P
S
T
P
P
S
T
T
H
H
C
C
-
T
R
C
W
M
W
V
W
V
W
V
W
V
W
V
R
B
-
0
PZ
Z
Z
PZ
Z
Z
PZ
Z
Z
PZ
Z
Z
H
H
(b
r
i
c
k
C
V
S
)
(A
u
t
o
z
o
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e
)
M
O
N
H
P
P
S
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P
P
S
T
T
W
V
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P
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P
P
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P
P
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P
P
S
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LD
H
C W
V
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PZZ
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PZ
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24
"
r
c
p
12" p
v
c
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1
2
"
c
p
p
(verif
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e
d
)
12" vcp
6" ste
e
l
12
"
v
c
p
30
"
r
c
p
12" rcp
1
2
"
r
c
p
8" cpp
24
"
c
p
p
12" rcp
12
"
c
p
p
12" rcp12" rcp12
"
r
c
p
8"
c
p
p
12
"
r
c
p
36" rcp
1
2
"
r
c
p
36" rcp 36" rcp
12
"
r
c
p
36" rcp
36" rcp
12
"
r
c
p
12
"
r
c
p
18
"
c
p
p
12"
r
c
p
12" rc
p
36" rcp
12
"
r
c
p
12
"
r
c
p
12" rc
p
4" cp
p
M
O
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M
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M
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P
P
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M
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M
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P
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P
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P
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P
P
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(2
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conc.
c
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conc.
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c
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conc.
conc. conc.
conc.
conc.
c
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c
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conc.
conc. c
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conc.
conc. conc.
conc. conc. conc. conc.
c
o
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c
.
c
o
n
c
.
c
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c
.
c
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c
.
c
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c
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c
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c
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c
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c
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c
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c
.
gr
a
s
s
gr
a
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grass
grass
gr
a
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s
gr
a
s
s
gr
a
s
s
gr
a
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grass
gr
a
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grass
grassgrass
grass
grass
grass
grass
grass
grass
grass
grass grassgrass
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grass
gr
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as
p
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p
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p
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p
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p
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as
p
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a
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as
p
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p
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p
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as
p
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as
p
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p
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a
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as
p
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a
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as
p
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as
p
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as
p
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as
p
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pla
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planter
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planter planter pla
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pla
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pla
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pla
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planter planter
(T
B
M
#
5
2
)
pla
n
t
e
r
br
i
c
k
bri
c
k
30
"
r
c
p
30
"
r
c
p
836.0848344BRK
25
+
0
0
26
+
0
0
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
31
+
0
0
32
+
0
0
RANGELINE RD.
ME
D
I
C
A
L
D
R
.
RANGELINE RD.Line "PR-RL1"
Temp.
R
/
W
Temp. R/W
Temp. R/W Temp. R/W
Temp. R/W
Te
m
p
.
R
/
W
R/W
R/
W
App. Exist. R/W
App. Exist. R/W
Ap
p
.
E
x
i
s
t
.
R
/
W
App. Exist. R/W
KRG CENTRE LLC
AUTOZONE INC
KRG CENTRE LLC
BARNES INVESTMENTII CO BARNES INVESTMENTII CO D & W HOLDINGS LLC
EMMERT, PATRICIA RREVOCABLE LIVINGTRUST W/LE TOPATRICIA R EMMERT
BFS RETAIL &COMMERCIALOPERATIONS LLCKRG CENTRE LLC
W
425 LFT OF 12"
HDPE SDR11 VIA HDD
NEW 1" SERVICE LINE FORRELOCATED METER PIT RETIRE METER PIT
RETIRE VALVE
RETIRE HYDRANT ASSEMBLYAND VALVE
12"x12" MJ TEE
(3) GATE VALVES
(3) HARVEY ADAPTERS
(3) WATER STOPS
174 LFT OF 12"HDPE SDR11 VIA HDD
HARVEY ADAPTOR
WATER STOP
45° MJ BEND
19 LFT OF 12" DI
12" CONNECTION45° MJ BEND
414 LFT OF 12"HDPE SDR11 VIA HDD
RETIRE HYDRANT ASSEMBLY
AND VALVE
12"x6" MJ TEE6" GATE VALVE 45° MJ BEND
12" GATE VALVE
12"x6" MJ REDUCER
INSTALL FIRE
HYDRANT ASSEMBLY
18 LFT OF 6" DI
45° MJ BENDHARVEY ADAPTERWATER STOP
6" CONNECTION
RETIRE VALVE
6" ELECTRO FUSION SADDLE
6" GATE VALVE
INSTALL HYDRANT ASSEMBLY
D.B.
16-ENG-37
.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.B.
J.C.B.
D.B.
.
.
VERTICAL SCALE
129
N/A
1"=30'
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R
:
\
A
c
t
i
v
e
\
C
a
r
m
e
l
U
t
i
l
i
t
i
e
s
\
C
a
r
m
e
l
B
o
n
d
P
r
o
j
e
c
t
s
\
R
a
n
g
e
l
i
n
e
&
1
1
6
t
h
\
C
A
D
\
1
1
6
t
h
R
a
n
g
e
l
i
n
e
D
e
s
i
g
n
FI
L
E
N
A
M
E
:
W
a
t
e
r
p
l
a
n
s
.
d
w
g
DA
T
E
/
U
S
E
R
:
5
/
1
2
/
2
0
2
1
4
:
1
8
P
M
/
C
b
e
n
n
e
t
t
WPO
N
TE
E.
SINTE E
T
R
IN
E N G
EE
R
A NDNILONA
O
EF
ISSI A
STATE OF
19700381
RGE DE RRT
P
R
CROSSROAD ENGINEERS, P.C.
WATER PLANS
LINE "PR-RL1"
NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT . CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.
3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.
PROPOSED LEGEND
PROPOSED WATER MAIN
COMPLETE HYDRANT ASSEMBLY
SHORT SIDE SERVICE
GATE VALVE
TEE
MJ PLUG
MJ CAP
THRUST BLOCK
SS
11.25° MJ BEND
22.5° MJ BEND
45° MJ BEND
NOTES
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHED
GRADE.
3. CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.
5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLED
WITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.
MJ REDUCER
MA
T
C
H
L
I
N
E
-
24
+
5
0
"
P
R
-
R
L
1
"
94
A/C
A/C
A/C
A/C
MON
LD
LDLD
LD
LD
EM
EM
EM EME
GM
PPST PPST
PPST PPST
PPST PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
PPST PPST PPST
PPST
PPST
MAG
MAG
MAG
MON
MON
MON
MON
MON
MON
W
WW
W
W
W
W
W
W
W
W
W
W
W
PPST PPST PPST PPST
PPST PPST PPST PPST
PPST PPST
PPST PPST
PPST
PPST
PPST
PPST PPST
RB-0
TT
T
H
H
H
H H
H
H
H
H
CC-TR
C
WV
WV
WV
WV
WV
PPST PPST PPST PPST PPST
PPST FFE PPST
CC-TRT H WV
C
WV
H
T
H
MON
EM
FFE
PPST PPST PPST PPST PPST PPST PPST PPST
PPST PPST PPST PPST PPST PPST
TT
EM
MON
PPST
PPST
PPST
PPST
PPST PPST
PPST
RB-0
MAG
MAG
PZZZ
H
H
H
(flowers)(1-sty brick 18.1' tall)
(gas pumps)
(gas pumps)
(gate)
(b
l
o
c
k
c
a
r
w
a
s
h
)
(1-sty block gas station)
12" rcp 4" pvc
42
"
r
c
p
12" rcp
1
2
"
r
c
p
1
2
"
c
p
p
12
"
r
c
p
12" rcp
12" rcp
12
"
r
c
p
8"
p
v
c
8" pvc8" pvc30
"
r
c
p
12" r
c
p
1
2
"
c
p
p
12
"
c
p
p
12" cpp
12
"
r
c
p
12"
r
c
p
12" rcp
12
"
r
c
p
12
"
r
c
p
12
"
r
c
p
12
"
r
c
p
4
2
"
r
c
p
12" rcp
21" rcp
6"
v
c
p
2"
p
v
c
6" pv
c
8"
v
c
p
4"
p
v
c
8" p
v
c
3" pv
c
6" pv
c
8"
v
c
p
8"
v
c
p
12" rcp
18" rcp
42
"
r
c
p
12" rcp
42" rcp
T
conc.
conc.
conc.
conc.
c
o
n
c
.
conc.
c
o
n
c
.
conc.
c
o
n
c
.
c
o
n
c
.
conc.
conc.
conc.
c
o
n
c
.
c
o
n
c
.
c
o
n
c
.
conc.
c
o
n
c
.
conc
.
conc.
c
o
n
c
.
conc.
conc.
conc.
conc. conc.
conc.
conc.
conc.
grass
grass grass
grass
grass
grass grass
grass
grass
grass
grass
gr
a
s
s
gr
a
s
s
gr
a
s
s
gr
a
s
s
gr
a
s
s
grass
grass
grass
grass
grass
grass
grass
grass
grass
grass
stone
as
p
h
a
l
t
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
asphalt
as
p
h
a
l
t
riprap
planter
pl
a
n
t
e
r
pla
n
t
e
r
pl
a
n
t
e
r
planter
planter
planter
planter
planter
planter
planter
(TBM#50)
c
o
n
c
.
mulch
riprap
48
"
r
c
p
3" pvc - forcemain
3"
p
v
c
-
f
o
r
c
e
m
a
i
n
WV
116TH ST.
Line "PR-RL1"
Te
m
p
.
R
/
W
App. Exist. R/W
R/W
R/W
Temp. R/W
Te
m
p
.
R
/
W
T
e
m
p
.
R
/
W
Te
m
p
.
R
/
W
R/
W
R
/
W
Ap
p
.
E
x
i
s
t
.
R
/
W
CORNER ASSOCIATESLP
KRG CENTRE LLC
S MART REAL ESTATEINC
SPEEDWAY LLC
WOODLAND SHOPPESA PARTNERSHIPLAZEROV I S &FRANCES
COYOTE ENTERPRISESLLC LA MOUCHE LLC BROWN, CHARLES M &KAREN C TE
KRG CENTRE LLC
FAIRGREEN TRACEHOMEOWNERSASSOCIATION INC
CORNER ASSOCIATESLP
CARMEL CLAY PARKSBUILDINGCORPORATION
16
+
0
0
17
+
0
0
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
23
+
0
0
24
+
0
0
Line "PR-S1A"
RA
N
G
E
L
I
N
E
R
D
.
116TH ST.
295 LFT OF 12"
HDPE SDR11 VIA HDD
RETIRE VALVE
RETIRE HYDRANT ASSEMBLYAND VALVE
45° MJ BEND
ADJUST VALVE TO GRADE
MJ HARVEY ADAPTERWATER STOP
12"x12" MJ TEE(2) GATE VALVES
11 LFT OF12" DI
12"x12" MJ TEE
(2) GATE VALVES
MJ HARVEY ADAPTERWATER STOP
243 LFT OF 12"
HDPE SDR11 VIA HDD
MJ HARVEY ADAPTER
WATER STOP
45° MJ BEND
14 LFT OF
12" DI
12" CONNECTION45° MJ BEND
MJ HARVEY ADAPTERWATER STOP
100 LFT OF 12"
HDPE SDR11 VIA HDD
6" ELECTRO FUSION SADDLE
6" GATE VALVE
INSTALL NEWHYDRANT ASSEMBLY
50 LFT OF
6" RESTRAINED JOINT DI
RETIRE VALVE
PLUG AT TEE
ADJUST VALVE TO GRADE
12" CONNECTION
ADJUST VALVES TO GRADE RETIRE FIRE HYDRANT
INSTALL NEW
HYDRANT ASSEMBLY
59 LFT OF
12" DI
45° MJ BEND
D.B.
16-ENG-37
.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.B.
J.C.B.
D.B.
.
.
VERTICAL SCALE
129
N/A
1"=30'
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R
:
\
A
c
t
i
v
e
\
C
a
r
m
e
l
U
t
i
l
i
t
i
e
s
\
C
a
r
m
e
l
B
o
n
d
P
r
o
j
e
c
t
s
\
R
a
n
g
e
l
i
n
e
&
1
1
6
t
h
\
C
A
D
\
1
1
6
t
h
R
a
n
g
e
l
i
n
e
D
e
s
i
g
n
FI
L
E
N
A
M
E
:
W
a
t
e
r
p
l
a
n
s
2
.
d
w
g
DA
T
E
/
U
S
E
R
:
5
/
1
2
/
2
0
2
1
4
:
4
8
P
M
/
C
b
e
n
n
e
t
t
WPO
N
TE
E.
SINTE E
T
R
IN
E N G
EE
R
A NDNILONA
O
EF
ISSI A
STATE OF
19700381
RGE DE RRT
P
R
CROSSROAD ENGINEERS, P.C.
WATER PLANS
LINE "PR-S1A"
PROPOSED LEGEND
PROPOSED WATER MAIN
COMPLETE HYDRANT ASSEMBLY
SHORT SIDE SERVICE
GATE VALVE
TEE
MJ PLUG
MJ CAP
THRUST BLOCK
SS
11.25° MJ BEND
22.5° MJ BEND
45° MJ BEND
NOTES
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE,TYPE & LOCATION AT ALLCONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW 4' FROM FINISHED
GRADE.
3. CONTRACTOR TO DEFLECT PIPE AND USE MJ BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY EXISTING/PROPOSED STORM SEWER & UTILITIES FOR DEPTH& ALIGNMENT OF PROPOSED WATER MAIN.
5. BOTTOM OF STORM PIPE ELEVATIONS ARE SHOWN SO THE WATER MAIN CAN BE INSTALLED
WITH 18 INCHES OF SEPARATION FROM THE PROPOSED STORM PIPE CROSSINGS.
MJ REDUCER
95
NOTES:1)SURVEY INFORMATION WAS PROVIDED BY STRUCTURE POINT . CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE SURVEY, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.2)ROAD PLAN INFORMATION WAS PROVIDED BY STRUCTURE POINT. CROSSROAD ENGINEERS ISRESPONSIBLE FOR THE WATER INSTALLATION PORTION OF THESE PLANS ONLY. IF THERE ARE ANYDISCREPANCIES WITH THE ROAD PLANS, PLEASE CONTACT STRUCTURE POINT AT (317) 547-5580.
3) UTILITIES SHOWN PER FIELD SURVEY (SEE NOTE 1). THE CONTRACTOR SHALL EXPOSE AND VERIFYALL WATER UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION, AND REPORTANY DISCREPANCIES TO THE WATER MAIN DESIGNER.4) ANY EXISTING WATER FACILITIES TO BE RETIRED OR REMOVED SHALL BE DONE SO IN ACCORDANCEWITH INDOT, CEG, OR CWU STANDARDS AND SPECIFICATIONS.5) CONTRACTOR TO VERIFY ELEVATIONS OF WATER MAIN RELOCATIONS, SO NOT TO CONFLICT WITHROAD PROJECT IMPROVEMENTS.
810
820
830
Ac = 1.6 Af = 40.5
Vc = 0 Vf = 0
810
820
830
Ac = 1.6 Af = 21.7
Vc = 3 Vf = 58
810
820
830
Ac = 1.8 Af = 13.5
Vc = 3 Vf = 33
R/W
104
00
Ex. R/W Ex. R/W
104+00.00 "PR-RL1"
BEGIN PROJECT
Temp. R/W
104
50
Ex. R/W Ex. R/W
Temp. R/W
105
00
Ex. R/W Ex. R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
96
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:25 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
Ac = 2.0 Af = 9.5
Vc = 4 Vf = 21
810
820
830
Ac = 3.1 Af = 30.1
Vc = 5 Vf = 37
810
820
830
L=26'-0"
Class III Drive Req'd.
11'-0"
6.5%
Temp. R/W
Ex. R/W
105
16.44
1.5%
105
50
Ex. R/W Ex. R/W
Temp. R/W
106
00
Ex. R/W Ex. R/W
8
1
8
.6
P
.G.
8
1
8
.
7
0
8
1
8
.
7
0
P
.G.
8
1
8
.6 105+80.0
Str. No. 302
Inv. = 809.64
Str. No. 303
105+80.0
Inv. = 814.03
Inv. = 814.00
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
97
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:26 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
810
820
830
Ac = 7.2 Af = 65.1
Vc = 10 Vf = 88
820
830
Ac = 24.3 Af = 124.1
Vc = 29 Vf = 175
L=12'-4"
Class III Drive Req'd.
1.3%
Ex. R/W
Temp. R/W
8
1
8
.6
P
.G.
8
1
8
.
9
0
106
27.55
106
50
Ex. R/W Ex. R/W
Inv. = 809.91
8
1
8
.7
P.G
.
8
1
9
.0
5
8
1
8
.7
P.G
.
8
1
9
.0
5
R/W
Str. No. 304
106+48.3
Ex. BldgEx. Bldg Ex. Bldg
Temp. R/W
Inv. = 815.00Inv. = 815.63
106+45.0
Str. No. 303A
107
00
Ex. R/W
Ex. R/WR/W
106+86.0 106+79.0
Inv. = 815.50
8
1
8
.
7
P
.
G
.
8
1
9
.
4
0
P.G
.
8
1
9
.4
0
81
8
.9Str. No. 306 Str. No. 305
Inv. = 815.15
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
98
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:27 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
Ac = 24.8 Af = 125.0
Vc = 4 Vf = 22
820
830
Ac = 20.6 Af = 203.5
Vc = 38 Vf = 275
810
820
830
Ac = 0.0 Af = 323.7
Vc = 19 Vf = 488
107
04.86
Ex. R/W
Ex. R/WR/W
P
.G.
8
1
9
.
4
3
8
1
8
.8
Temp. R/W
107
50
Ex. R/W
Ex. R/W"PR-S1A"
MATCH LINE
"PR-S1A"
MATCH LINE
108
00
"PR-S1A"
MATCH LINE
"PR-S1A"
MATCH LINE
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
99
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:28 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
Ac = 10.3 Af = 45.9
Vc = 10 Vf = 342
820
830
Ac = 16.0 Af = 25.9
Vc = 3 Vf = 9
810
820
830
840
Ac = 26.3 Af = 24.8
Vc = 34 Vf = 40
108
50
Ex. R/W
"PR-S1A"
MATCH LINE
"PR-S1A"
MATCH LINE
108
Ex. R/W
"PR-S1A"
MATCH LINE
"PR-S1A"
MATCH LINE
56.87
Ex.
109
00
Ex. R/W
Ex. R/W R/W
8
2
0
.0
P
.
G
.
8
2
0
.0
0
8
2
0
.
0
0
P
.G.
8
1
9
.
9
108+80.0
Str. No. 310
Inv. = 815.73
108+98.0
Str. No. 312
Inv. = 815.68Inv. = 815.50
Inv. = 815.50
Ex. Bldg
108+73.1
Str. No. 309
Temp. R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
100
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
820
830
840
Ac = 4.1 Af = 26.7
Vc = 28 Vf = 48
820
830
840
Ac = 2.5 Af = 30.9
Vc = 6 Vf = 53
109
Ex.Ex. R/W
26.606.5%1.5%
8'-0"6'-0"
4.8%
Temp. R/W
R/W
L=18'-6"
Mod. Class III Drive Req'd.
Ex.
109
50
Ex. R/W
Ex. R/W
8
2
0
.3
P
.G.
8
2
0
.
2
2
P
.G.
8
2
0
.38
2
0
.
2
2
Ex. Bldg
Temp. R/W
R/WTemp. R/W
Ex.
109
99
Ex. R/W
Ex. R/W
0.5%
8'-0"6'-0"
6.5%
Ex. Bldg
Temp. R/W
R/W
5.4%
L=18'-6"
Mod. Class III Drive Req'd.
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
101
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:34 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
Ac = 12.5 Af = 33.6
Vc = 14 Vf = 60
820
830
840
820
830
840
Ex.
110
50
Ex. R/W Ex. R/W
R/W
Temp. R/W
1.5%
110
91.1
8'-0"5'-0"
6.5%2.8%
Ex. R/W
Mod. Class III Drive Req'd. L=16'-10"
Temp. R/W
6'-0"10'-0"
L=26'-2"
Class III Drive Req'd.
1.5%9.5%
110
93.36.5%
14%
Ex. R/W
8'-0"
R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
102
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
Ac = 3.7 Af = 41.0
Vc = 15 Vf = 69
820
830
840
Ac = 18.4 Af = 33.6
Vc = 20 Vf = 69
111
00
Ex. R/W Ex. R/W R/W
Temp. R/W
Temp. R/W
111
50
Ex. R/W
Ex. R/W Temp. R/WTemp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
103
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
Ac = 17.9 Af = 33.0
Vc = 12 Vf = 22
820
830
840
Ac = 16.7 Af = 28.1
Vc = 20 Vf = 36
111
68.11
Ex. R/W
Temp. R/WTemp. R/W Ex. R/W
112
00
Ex. R/W Ex. Bldg
Temp. R/WTemp. R/W Ex. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
104
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
Ac = 15.2 Af = 20.3
Vc = 30 Vf = 45
820
830
840
810
820
830
840
Ac = 15.6 Af = 12.4
Vc = 29 Vf = 30
112
50
Ex. R/W Ex. R/W
Temp. R/WTemp. R/W
6'-10"
L=26'-2"
Class III Drive Req'd.
6'-0"
1.5%6.5%
8'-0"
6.5%
Ex. R/W
112
64.4
Temp. R/W
113
00
Ex. R/W
Ex. R/W
Ex. Bldg
Temp. R/WTemp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
105
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
840
Ac = 19.3 Af = 10.6
Vc = 32 Vf = 21
810
820
830
840
Ac = 54.0 Af = 25.7
Vc = 68 Vf = 34
820
830
840
Ac = 45.2 Af = 23.1
Vc = 21 Vf = 10
113
50
Ex. R/W
Ex. R/W
Ex. Bldg
Temp. R/W
Temp. R/W
114
00
Ex. R/W Ex. R/W
Inv. = 821.05
114+01.0
Str. No. 504
Inv. = 821.00Ex. Inv. = 818.34
114+01.0
Str. No. 503
113+93.0
Str. No. 501
Inv. = 821.20 Inv. = 821.00
Temp. R/WTemp. R/W R/W
"PR-S2A"
Match Line
Temp. R/W
R/W R/W
"PR-S2A"
Match LineEx. R/W
114
11.4
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
106
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
840
Ac = 22.9 Af = 34.7
Vc = 49 Vf = 41
830
840
Ac = 22.4 Af = 28.8
Vc = 42 Vf = 59
Ac = 19.9 Af = 34.1
Vc = 8 Vf = 12
114
50
Ex. R/W
"PR-S2A"
Match Line
"PR-S2A"
Match Line
115
00
Ex. R/W
"PR-S2A"
Match Line
"PR-S2A"
Match Line
"PR-S2A"
Match Line
"PR-S2A"
Match Line
115
10.4
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
107
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:39 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
840
Ac = 12.7 Af = 11.7
Vc = 24 Vf = 34
830
840
Ac = 9.9 Af = 11.9
Vc = 21 Vf = 22
830
840
850
Ac = 8.5 Af = 16.5
Vc = 17 Vf = 26
115
50
Ex. R/W
Ex. R/W
115+60.0
Str. No. 511
Inv. = 825.00
Ex. Inv. = 822.32
115+60.0
Str. No. 510
Inv. = 824.97
Inv. = 825.50
115+62.0
Str. No. 512
Inv. = 825.30
Ex. Bldg
Temp. R/W
116
00
Ex. R/W
Ex. Bldg
Ex. R/W
Temp. R/W
116
50
Ex. R/W Ex. R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
108
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
830
840
850
Ac = 9.1 Af = 13.3
Vc = 16 Vf = 28
830
840
850
830
840
850
Ac = 10.6 Af = 18.4
Vc = 18 Vf = 29
117
00
Ex. R/W Ex. R/W
Temp. R/W
Temp. R/W
8'-0"10'-0"
1.5%
10.5%
9.5%117
22.6
L=34'-4"
Class III Drive Req'd.
0.5%
6'-0"
Ex. R/W
Temp. R/W
117
50
Ex. R/W Ex. R/WEx. Bldg
Temp. R/W
Temp. R/W
-1.5%-1.5%
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
109
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:40 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
830
840
850
830
840
850
Ac = 20.7 Af = 14.7
Vc = 29 Vf = 31
830
840
850
Ac = 9.7 Af = 11.8
Vc = 28 Vf = 25
6'-0"
1.5%
117
81.6
8'-0"
9.5%
L=31'-1"
Class III Drive Req'd.
6.5%
Ex. R/W
Temp. R/W
Ex. Bldg
118
00
Ex. R/W
Ex. R/W
Temp. R/W
Inv. = 834.30
Ex. Inv. = 829.70
Str. No. 517
Inv. = 834.50
Str. No. 516
Temp. R/W
-1.5%7:1
118
50
Ex. R/W Ex. R/W
Temp. R/W
Inv. = 832.52
Str. No. 318A
118+71.0118+70.9
Str. No. 318
Inv. = 832.36
Exist. 12" RCP
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
110
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:41 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
840
850
860
Ac = 6.8 Af = 17.7
Vc = 15 Vf = 27
840
850
8'-0"6'-0"
1.5%6.8%
118
61.10.5%
Ex. R/W
L=27'-5"
Mod. Class III Drive Req'd.
Temp. R/W
119
00
Ex. R/W
Ex. R/W
Temp. R/W
6'-0"8'-0"
Ex. R/W
1.5%
119
02.06.5%
L=19'-0"
Class III Drive Req'd.
3.5%
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
111
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:42 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
Ac = 23.3 Af = 11.7
Vc = 28 Vf = 27
850
860
840
850
860
Ac = 9.0 Af = 12.4
Vc = 30 Vf = 22
119
50
Ex. R/W Ex. R/W Ex. Bldg
Temp. R/W
Ex. R/W
0.7%
119
97.7
L=19'-0"
Mod. Class III Drive Req'd.
120
00
Ex. R/W Ex. R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
112
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
840
850
860
Ac = 15.1 Af = 15.2
Vc = 22 Vf = 26
8'-0"6'-0"
Ex. R/W
1.5%9.5%
120
44.6
6.5%
Temp. R/W
L=21'-5"
Mod. Class III Drive Req'd.
120
50
Ex. R/W
Ex. R/W
Temp. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
113
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
Ac = 16.6 Af = 14.1
Vc = 29 Vf = 27
840
850
860
121
00
Ex. R/W
Temp. R/W
Ex. R/W
Ex. R/W
121
03.5
6'-0"
6.5%
11'-1"
Temp. R/W
1.5%
L=17'-2"
Mod. Class III Drive Req'd.
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
114
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:44 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
Ac = 10.2 Af = 22.7
Vc = 25 Vf = 34
850
860
840
850
860
Ac = 16.7 Af = 13.6
Vc = 25 Vf = 34
121
50
Ex. R/W
Inv.= 841.12
Str. No. 323
Temp. R/W Temp. R/W
Ex. R/W
6'-0"8'-0"
1.5%9.5%6.5%
121
61.1
Temp. R/W
L=22'-1"
Mod. Class III Drive Req'd.
Ex. R/W
122
00
Ex. R/W
122+12.93 "PR-RL1"
INCIDENTAL CONSTRUCTION
END PROJECT & BEGIN
Ex. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
115
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:45 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
840
850
860
Ac = 16.7 Af = 11.2
Vc = 31 Vf = 23
Ex. R/W
1.7%6.5%
8'-0"5'-0"
122
21.74'-4"
L=17'-4"
Mod. Class III Drive Req'd.
1.5%
Ex. R/WEx. R/W
122
50.0
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
116
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
840
850
860
Ac = 14.1 Af = 6.2
Vc = 29 Vf = 16
8'-0"
6.5%2.3%
3'-7"
Ex. R/W
122
90.53'-0"
L=14'-7"
Mod. Class III Drive Req'd.
1.5%
Ex. R/W
123
00.0
Ex. R/W
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
117
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:46 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
850
860
840
850
860
Ac = 16.7 Af = 5.5
Vc = 29 Vf = 11
10'-6"
6.5%1.5%
Ex. R/W
L=13'-6"
Class III Drive Req'd.
123
43.73'-0"
8'-0"
6.5%1.5%
5.7%
6'-5"
Ex. R/W
123
48.3
L=17'-4"
Mod. Class III Drive Req'd.
Ex. R/W
Ex. R/W
123
50.0
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
118
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:47 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
Ac = 10.4 Af = 3.3
Vc = 25 Vf = 8
840
850
860
Ex. R/W
Ex. R/W
124
00.0
8'-0"
6.5%1.5%8.5%
Ex. R/W
7'-6"
124
19.13'-2"
L=18'-8"
Mod. Class III Drive Req'd.
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
119
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:48 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
840
850
860
Ac = 12.7 Af = 2.7
Vc = 21 Vf = 6
Ex. R/W
Ex. R/W
124
50.0
LINE "PR-RL1"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
120
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PR-RL1.01.dgn5/24/2021 09:47:48 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
820
830
820
830
820
830
Vc = 0 Vf = 0
Vc = 9 Vf = 2
Af = 20.1
Ac = 11.2 Af = 3.2
Ac = 13.7 Af = 2.5
Ac = 10.5
Vc = 22 Vf = 21
32
80
Ex. Bldg
Ex. R/W
Ex. R/W
32+80.00 "PR-S1A"
BEGIN CONSTRUCTION
33
00
Ex. R/W Ex. R/W
33
50
R/W
Ex. R/W Ex. R/W
Ex. R/W
L=11'-9"
Class III Drive Req'd.
1.5%
R/W
33
10.20
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
121
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PRS1A.01.dgn5/24/2021 09:47:49 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
820
830
820
830
Ac = 9.8 Af = 25.1
Af = 27.9
Vc = 19 Vf = 42
Ac = 23.4
Vc = 31 Vf = 49
33
83.30
Ex. R/W
1.5%3.6%
26'-9"8'-0"6'-0"
0.3%
L=40'-9"
Mod. Class III Drive Req'd.
34
00
R/WEx. R/W Ex. R/W Temp. R/W
8
1
9
.
2
P
.G.
8
1
9
.
4
1
34
50
Ex. Bldg
Ex. BldgR/WEx. R/W Ex. R/W
8
1
9
.
4
1
P
.G.
8
1
9
.
2
34+74.0
Str. No. 345
Inv. = 814.25
Str. No. 344
34+73.0
Inv. = 813.70
Temp. R/W
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
122
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PRS1A.01.dgn5/24/2021 09:47:50 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
820
830
820
830
Af = 61.1
Af = 122.2
Ac = 4.8 Af = 194.7
Ac = 31.4
Vc = 51 Vf = 82
Ac = 28.8
Vc = 33 Vf = 101
Vc = 95 Vf = 899
8
1
8
.
9
P
.
G.
8
1
9
.
4
0
35
00
Ex. Bldg
R/WEx. R/W Ex. R/W
8
1
8
.
9
P
.
G.
8
1
9
.
4
0
35+11.0
Str. No. 348
Inv. = 812.15
Temp. R/W
Inv. = 814.20
34+80.0
Str. No. 346
Inv. = 813.95
35+17.5
Str. No. 348A
Inv. = 813.75
35
29.87
Ex. Bldg
R/WEx. R/W Ex. R/W
8
1
9
.6
0
P.
G
.
8
1
8
.6
Temp. R/W
36
83.04
Ex.
R/W Ex. R/W Ex. R/WTemp. R/W
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
123
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
820
830
820
830
Ac = 5.3 Af = 184.8
Vc = 3
Ac = 5.7 Af = 135.5
Vf = 119
Vc = 10 Vf = 297
8
1
7
.3
P
.G.
8
1
9
.
1
0
37
00
Ex.
R/W Ex. Bldg
Ex. R/W Ex. R/W
P
.G.
8
1
9
.
1
0
8
1
7
.3
Inv. = 815.20
Str. No. 349
37+03.0
Inv. = 814.53
Str. No. 350
37+06.0
37+09.0
Str. No. 351
Inv. = 814.50
Temp. R/W
81
6
.9
P.G
.
8
1
8
.2
4
37
50
Ex.
R/W
Ex. R/W Ex. R/W
P
.G.
8
1
6
.98
1
8
.
2
4
Temp. R/W
37
95.40
Ex.
R/W Ex. R/W
1.5%
22'-3"8'-2"6'-0"
8.0%6.5%P.
G
.
8
1
7
.18
1
7
.8
9
L=36'-5"
Mod. Class III Drive Req'd.
Temp. R/W
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
124
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
810
820
830
810
820
830
820
830
Ac = 4.0 Af = 54.4
Vc = 9
Ac = 1.5 Af = 55.5
Vc = 5
Ac = 1.2
Vc = 3
Vf = 176
Vf = 102
Af = 2.2
Vf = 53
820
810
8
1
7
.
1
P
.
G
.
8
1
7
.
8
8
38
00
Ex.
R/W
Ex.R/W
Ex. R/W Ex. R/W
P
.
G
.
8
1
7
.
18
1
7
.
8
8
Inv. = 812.60
Str. No. 355
38+07.0
Inv. = 812.66
Str. No. 354
38+07.0
Temp. R/W
8
1
7
.7
P
.
G
.
8
1
8
.0
3
38
50
Ex.
R/W
Ex. R/W
Ex. R/W
8
1
7
.7
P
.
G
.
8
1
8
.0
3
Exist. 48" RCP
Inv. = 812.85
Str. No. 358
38+47.0
39
00
Ex. R/W Ex. R/W
L=13'-0"
Class III Drive Req'd.
1.5%
38
52.53
Ex. R/W
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
125
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
820
830
820
830
820
830
Ac = 0.7
Vc = 2 Vf = 3
Ac = 1.3
Vc = 0 Vf = 0
Af = 0.9
Af = 0.4
39
10.70
Ex. R/W
0.2%
L=19'-4"
Mod. Class III Drive Req'd.
39
50
Ex. R/W
Ex. R/W
39
55
Ex. R/W
Ex. R/W
39+55.00 "PR-S1A"
END CONSTRUCTION
LINE "PR-S1A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
126
160
160
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40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
830
830
830
830
840
Ac = 5.0
Vc = 0 Vf = 0
Ac = 5.0
Vc = 2 Vf = 1
Ac = 6.8 Af = 45.0
Af = 61.3
Af = 4.4
Af = 3.5
Vc = 11 Vf = 45
Ac = 48.4
Vc = 26 Vf = 51
10
90
10+90.00 "PR-S2A"
BEGIN CONSTRUCTION
Temp. R/WTemp. R/W
11
00
Temp. R/WTemp. R/W
11
50
11+35.0
Str. No. 518
Inv. = 822.90 Inv. = 823.00
11+36.0
Str. No. 519
R/W
Temp. R/WTemp. R/W
R/W
11
75.69
Ex. R/W
Temp. R/WR/W
LINE "PR-S2A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
127
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PRS2A.01.dgn5/24/2021 09:47:52 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
830
840
830
840
830
840
Af = 85.7
Af = 92.7
Ac = 21.0
Vc = 129 Vf = 272
Ac = 16.5
Vc = 17 Vf = 80
Ac = 13.2 Af = 5.8
Vc = 28 Vf = 91
12
75.69
Ex. R/W
Temp. R/W
R/W
Ex. R/W
13
00
Ex. Bldg
Inv. = 823.00
12+90.0
Str. No. 521
Temp. R/W
R/W
R/W
Ex. R/W
Ex. R/W
13
50
Ex. Bldg
Temp. R/W
R/W
Ex. R/W
Ex. R/W
LINE "PR-S2A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
128
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PRS2A.01.dgn5/24/2021 09:47:52 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129
830
840
830
840
Vf = 8
Ac = 5.3
Vc = 2 Vf = 0
Ac = 12.3 Af = 3.3
Vc = 24
Af = 0.6
14
00
Ex. Bldg
Ex. BldgTemp. R/W
R/W
Ex. R/WEx. R/W
14
06
14+06.00 "PR-S2A"
END CONSTRUCTION
Ex. Bldg
Ex. Bldg
Temp. R/W
R/W
Ex. R/W Ex. R/W
LINE "PR-S2A"
BRIDGE FILE
DESIGNATION
CONTRACT
SURVEY BOOK
CHECKED:
DESIGNED:DRAWN:
CHECKED:
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT
of
SHEETS
129
160
160
P:\2015\02101\D. Drawings\02 - 116th & Rangeline RAB\201502101.RD.CS.PRS2A.01.dgn5/24/2021 09:47:52 AMjhofman
40 30
0 2010
130 120140 20150
9080 100 1201104030507060
110 8070 90 110100302040605070608010090 130120 14050 150
1301009080110130120 150140507060
CUT
40
FILL
Scale: 1 inch = 10 feet
CROSS SECTIONS
150 140 103020
Ind
ia
n
a_
Sh
a
de.t
b
l
Ind
y
-Pdf.p
lt
cfg
CITY OF CARMEL
16-ENG-37
1" = 10'-0"
1" = 10'-0"
CROSS SECTIONSTJMTJM
NRM NRM
129