PLANS 16-ENG-80 RIVER ROAD PHASE 2SHEET NO.
TYPICAL CROSS SECTIONS
INDEX OF DRAWINGS
TITLE SHEET & INDEX 1
MAINTENANCE OF TRAFFIC
ROAD PLAN & PROFILES
CROSS SECTIONS
COMMUNITY DRIVE TO 146th STREET
CITY OF CARMEL
RIVER ROAD RECONSTRUCTION PHASE 2
PROJECT NO. 16-ENG-80
PAVEMENT MARKING & SIGNING DETAILS
EROSION CONTROL DETAILS
PLAT NO. 1
2-3
4-6
7
8-15
16-25
30-33
XS2-XS29
PROJECT NO. 16-ENG-80 - RIVER ROAD RECONSTRUCTIONDevelopment ConsultantsTransportation &
MILES
GRAPHIC SCALES
2.00
0.5
0 1.00
END PROJECT
STA. 90+55 "PR-A"
232122 1924
14 13 181516
3025262728
HAMILTON CO.
C L A Y
146th St.
Main St.
141st St.
131st St.Allisonville Rd.S.R. 37Hazel Dell Rd.River Rd.BEGIN PROJECT
STA. 44+79 "PR-A"
Tall Timber
Run
UTILITIES
AT&T
5858 N. College Ave.
Indianapolis, IN 46220
Contact: Jake Greenwald
Ph: (317) 801-1924
CHARTER
3030 Roosevelt Ave.
Indianapolis, IN 46218
Contact: Joe Burton
Ph: (317) 339-9075
CITIZENS ENERGY GROUP
2150 Dr. MLK Jr. Blvd
Indianapolis, IN 46202
Contact: Mike Picklesimer
Ph: (317) 965-2166
CITY OF CARMEL WATER UTILITY
4915 W. 106th Street
Carmel, IN 46033
Contact: John Duffy
Ph: (317) 571-2443
COMCAST
5330 E. 65th Street
Indianapolis, IN 45220
Contact: Thomas Spencer
Ph: (317) 776-5326
DUKE ENERGY
100 S. Mill Creek Rd.
Noblesville, IN 46062
Contact: Brynn Streeter
Ph: (317) 703-0681
VECTREN ENERGY
16000 Allisonville Rd.
Noblesville, IN 46061
Contact: Joanie Clark
Ph: (317) 776-5532
ROAD SUMMARY TABLES
CITY OF CARMEL STANDARDS FOR CONSTRUCTION OF REQUIRED
IMPROVEMENTS, INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS DATED 2016, INDOT SUPPLEMENTAL SPECIFICATIONS.
CONSTRUCTION DETAILS
26SPOT ELEVATION SHEET
29GEOMETRIC SHEET
43-45STRUCTURE DATA TABLES
46-47UNDERDRAIN TABLES
42
50-58LANDSCAPE DETAILS
34-41
27-28ROUNDABOUT CONTOURS
CROSS SECTION SAMPLE LINES
PROJECT DESCRIPTION
ROAD RECONSTRUCTION PROJECT ON RIVER ROAD FROM COMMUNITY DRIVE TO 146TH STREET IN CARMEL.
LOCATED IN SECTION 23, T-18-N, R-4-E CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.
XS1
LIGHTING DETAILS 48
WATER LINE DETAILS 49
HONORABLE JAMES BRAINARD, MAYOR
FINAL
CONSTRUCTION
DOCUMENTS
WPO
N
TE
E.
SINTE E
T
RINE N GEER
A NDNI
LONAOE
F
I
SS
I A
STATE OF
19700381
RGE DE RRT
PR
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: TYPSEC.dwgDATE/USER: 1/8/2017 12:01 PM / ToddM.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
N/A
2'-0"Varies 6' to 29'Varies 16'-0" to 26'-0"2'-0"
Profile Grade
2%K 1518
26
SG
TYPICAL CROSS SECTION
Line "PR-A" & "PR-A1"
2'-0"Varies 0' to 10'2'-0"
2%K15 18
26
SG
10'-0"
P
1.5%
2%2%
R
STA. 44+94 "PR-A" to STA. 57+81.39 "PR-A"
STA. 57+81.39 "PR-A1" to STA. 61+22 "PR-A1"
Varies 16'-0" to 34'-0"
*Slopes Vary, See Cross Sections
U
4"
U
1'-0"Conduit\Interduct
4"
27
8%
5'-0"
2:1 (M
a
x
)
2:1
(
M
a
x
)
*
*
2%2%2:1
(
M
a
x
)
*
8%
5'-0"
2:1 (Ma
x
)
*
Varies1'1'
Path Grade
2'-0"Varies 0' to 29'Varies 16'-0" to 26'-0"2'-0"
Profile Grade
2%K 1518
26
SG
TYPICAL CROSS SECTION
Line "PR-A2" & "PR-A"
2'-0"Varies 8' to 29'2'-0"
2%K15 18
26
SG
2%2%
STA. 62+55 "PR-A2" to STA. 65+43.07 "PR-A2"
STA. 65+43.07 "PR-A" to STA. 80+05 "PR-A"
Varies 16'-0" to 38'-0"
U
4"
U
1'-0"
3'-0" Cover
Conduit\Interduct
4"
8%
5'-0"
2%2%
Varies10'-0"
P 26
1.5%
2:1 (M
a
x
)
2:1
(
M
a
x
)
*
*
6'-0" to 24'-0"
2'-0"Varies 6' to 8'16'-0"2'-0"
Profile Grade
15
26
TYPICAL CROSS SECTION
Line "PR-A"
2'-0"Varies 0' to 8'2'-0"
2%15 18
26
2%
STA. 80+05 "PR-A" to STA. 86+72 "PR-A"
Varies 16'-0" to 38'-0"
4"
5'-0"
2%
Varies10'-0"
P
261.5%
3'-0" to 33'-0"
Exist. Pavement
Path Grade
1.5%
8%
3:1 (Ma
x
)
3:1 (
M
a
x
)
5'-0"
26
**
R
2'-0"26'-0"
Profile Grade
TYPICAL CROSS SECTION
Line "PR-A"
2'-0"
2%15
STA. 86+72 "PR-A" to STA. 88+72 "PR-A"
U
5'-0"Varies10'-0"
P
261.5%
3'-0" to 33'-0"
Exist. Pavement
Path Grade
8%
3:1 (Ma
x
)
3:1 (
M
a
x
)
5'-0"
26
**4"
K
26'-0"
4'-0"
Varies K
18
SG
4"
U
1'-0"
Conduit\Interduct
278%
4:1
Varies
SG U
1'-0"
Conduit\Interduct
278%
4:1
Varies
Varies
4:1 (Max)
*
27
4:1 4:1 (Max)
*
** No Underdrain From STA. 87+82 to End of Project
**
**
18
U
3'-0" Cover
3'-0" Cover
3'-0" Cover
2'-0"
Typ.2'-0"
Typ.
VariesVaries
NTS
4'-0"
4' Erosion Control Blanket
Curb & Gutter Type II
Subgrade Treatment, Type IB
Sod
Curb & Gutter Type III
LEGEND
K
SG
15
18
26
P
R
HMA Pavement - Alternate No. 1
165#/SYD. HMA Surface, Type 'C', 9.5 mm on
220#/SYD. HMA Intermediate, Type 'C', 19.0 mm on
330#/SYD. HMA Base, Type 'C', 25.0 mm on
12" Compacted Aggregate #53 Base on
Subgrade Treatment, Type IB (Cement)
HMA for Sidewalk
165#/SYD. HMA Surface, Type 'B' on
275#/SYD. HMA Intermediate, Type 'B' on
6" Compact Aggregate #53 Base on
Subgrade Treatment, Type III
Subsurface DrainU
HMA Pavement
165#/SYD. HMA Surface, Type 'C', 9.5 mm on
275#/SYD. HMA Intermediate, Type 'C', 19.0 mm on
385#/SYD. HMA Base, Type 'C', 25.0 mm on
250#/SYD. HMA Intermediate, Type 'C' OG, 19.0 mm on
330#/SYD. HMA Base, Type 'C', 25.0 mm on
Subgrade Treatment, Type IB (Cement)
Mulched Seeding, U27
Mill and Overlay
Mill Existing Pavement 1.5" and
Place 165#/SYD. HMA Surface Type 'C', on
Variable Depth HMA Wedge & Level, Type 'C'
R1 Mill Existing Pavement 1.5" and
Place 165#/SYD. HMA Surface Type 'C', 9.0 mm
Concrete Curb14
Modified Roll Curb16
C2 PCCP, 7" with D-1 Contraction Joints
at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB.
LandscapingL
2
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: TYPSEC.dwgDATE/USER: 1/8/2017 12:01 PM / ToddM.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
TYPICAL CROSS SECTIONS
1/4" = 1'-0"
N/A
*Slopes Vary, See Cross Sections
R
2'-0"26'-0"
Profile Grade
TYPICAL CROSS SECTION
Line "PR-A"
2%
STA. 88+72 "PR-A" to STA. 89+13 "PR-A"
5'-0"10'-0"
P
1.5%
24'-0"
Exist. Pavement
Path Grade
3:1 (
M
a
x
)
26
*
26'-0"
Varies 13' to 26'
2'-0"
Varies K
18
SGTYPICAL CROSS SECTION
Line "PR-A"
STA. 89+13 "PR-A" to STA. 90+55 "PR-A"
4"
U
1'-0"
Conduit\Interduct
278%
5'-0"
4:1
Exist. Pavement
R
Varies 2' to 13'6'±Varies 10' to 21'
Exist. Pavement
Varies K
18
SG
4"
U
1'-0"
Conduit\Interduct
278%
4:1R
Exist. Pavement
2'-0"Varies 18'-0" to 26'-0"2'-0"
Profile Grade
2%K 15
SG
Line "B"
4"
U
8%
5'-0"
27
4:1
2%
10'-0"12'
Varies
7"
L
14
C2 16
Center
Circle
Underdrain
See Detail Sheet No. __
TYPICAL CROSS SECTION
STA. 0+00 "B" to STA. 3+58.14 "B"
3'-0" Cover
3'-0" Cover
TYPICAL CROSS SECTION
Line "W-EXIT"
STA. 10+86.22 "W-EXIT" to STA. 12+72.50 "W-EXIT" (SHOULDER SECTION)
STA. 12+72.50 "W-EXIT" to STA. 13+76 "W-EXIT" (CURB SECTION)
10'-0"
P 26
1.5%
6'-0"16'-0"2'-0"
Varies K
18
SG
4:1
1.5%
9'-0"
1.5%
5:1 (Max)
Varies 37' to 21'2'-0"
18
4"
1'
Varies
Line "W-EXIT"
5:1 (Max)
Varies 21' to 18'Varies 16'-0" to 22'-0"
2'-0"
Typ.
(SHOULDER SECTION)
(CURB SECTION)
TYPICAL CROSS SECTION
Line "W-ENT"
STA. 10+86.76 "W-ENT" to STA. 12+38.18 "W-ENT" (SHOULDER SECTION)
STA. 12+38.18 "W-ENT" to STA. 13+39 "W-ENT" (CURB SECTION)
10'-0"
P26
1.5%
6'-0"16'-0"2'-0"
VariesK
SG
4:1
1.5%
9'-0"
1.5%
5:1 (Max)
Varies 37' to 21'2'-0"
18
4"
1'
Varies
Line "W-ENT"
5:1 (Max)
Varies 21' to 18'Varies 16'-0" to 22'-0"
(SHOULDER SECTION)
(CURB SECTION)
1'-0"
Conduit\Interduct
3'-0" Cover
or 15
18 or 15
2'-0"
Typ.
Elevation = 758'
33'
Elevation = 761'
Curb & Gutter Type II
Subgrade Treatment, Type IB
Sod
Curb & Gutter Type III
LEGEND
K
SG
15
18
26
P
R
HMA Pavement - Alternate No. 1
165#/SYD. HMA Surface, Type 'C', 9.5 mm on
220#/SYD. HMA Intermediate, Type 'C', 19.0 mm on
330#/SYD. HMA Base, Type 'C', 25.0 mm on
12" Compacted Aggregate #53 Base on
Subgrade Treatment, Type IB (Cement)
HMA for Sidewalk
165#/SYD. HMA Surface, Type 'B' on
275#/SYD. HMA Intermediate, Type 'B' on
6" Compact Aggregate #53 Base on
Subgrade Treatment, Type III
Subsurface DrainU
HMA Pavement
165#/SYD. HMA Surface, Type 'C', 9.5 mm on
275#/SYD. HMA Intermediate, Type 'C', 19.0 mm on
385#/SYD. HMA Base, Type 'C', 25.0 mm on
250#/SYD. HMA Intermediate, Type 'C' OG, 19.0 mm on
330#/SYD. HMA Base, Type 'C', 25.0 mm on
Subgrade Treatment, Type IB (Cement)
Mulched Seeding, U27
Mill and Overlay
Mill Existing Pavement 1.5" and
Place 165#/SYD. HMA Surface Type 'C', on
Variable Depth HMA Wedge & Level, Type 'C'
R1 Mill Existing Pavement 1.5" and
Place 165#/SYD. HMA Surface Type 'C', 9.0 mm
Concrete Curb14
Modified Roll Curb16
C2 PCCP, 7" with D-1 Contraction Joints
at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB.
LandscapingL
3
44+0045+0046+0047+0048+0050+0051+0052+0053+0054+0055+0056+00App. Exist. R/W
App. Exi
s
t
.
R
/
WCOMMUNITY DR.Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
Falcon
Nest II
LLC
Falcon Nest II
LLC
THE OV
E
R
L
O
O
K
AT THE
L
E
G
A
C
Y
RIVER RD.
Line "A"
RIVER RD
.
P.I. = 43+52.97 "A"
P.I. = 46+69.38 "A"P.I./P.C. = 49+27.06 "A"P.I. = 50+96.96 "A"
P.I./P.T. = 52+65.27 "A"
P.I. = 54+70.47 "A"
P.I. = 56+81.42 "A"
Line "PR-A"THE MEADOWSAT THE LEGACYP.I. = 50+76.78 "PR-A"
BEGIN PROJECT
44+79.00 "PR-A"49+00Sec. 23, T18N, R4E
Clay Township
Hamilton County 57+00THE OV
E
R
L
O
O
K
AT THE
L
E
G
A
C
Y
A
p
p
.
P
L
App. Exist. R/W
Proposed Drainage Easement
App. Exi
s
t
.
R
/
WApp. Exist. R/WApp. Exist. R/WIndianapolis Water Co. Easement
R/W
P.O.T. 57+81.39 "PR-A"
= P.O.T. 57+81.39 "PR-A1"
Line "PR-A1"
Line "PR-A1"
P.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
Proposed Drai
n
a
g
e
E
a
s
e
m
e
n
t
BEGIN CONSTRUCTION
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PLAT-1.dwgDATE/USER: 12/5/2016 11:51 AM / TbennettPLAT NO. 1
1"=50'
4 MATCH LINE 59+00 "PR-A"
60+0061+0062+0063+0065+0066+0067+0068+0069+0070+0072+0073+0074+00App. E
xi
st.
R
/
W
App. PLApp.
PLFalcon Nest II
LLC App. E
xi
s
t.
R
/
W
P.I. = 60+98.28 "A"
P.I. = 63+12.02 "A"
P.I. = 65+16.24 "A"
P.I. = 66+01.08 "A"
P.I./P.C. = 66+65.51 "A"
P.I. = 67+62.90 "A"
P.I./P.T. = 68+56.53 "A"
P.I. = 69+08.40 "A"
P.I. = 70+08.16 "A"
P.I. = 71+59.90 "A"
P.I. = 74+03.47 "A"
P.I. = 74+69.12 "A"
P.C. = 76+60.62 "A"
P.I. = 67+30.66 "PR-A"
App. Exis
t
.
R
/
W
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Falcon Nest II
LLC
THE OVE
R
L
O
O
K
AT THE L
E
G
A
C
Y
Sec. 23, T18N, R4E
Clay Township
Hamilton County
R/W R/W
R/WLine "PR-A"
Line "A"
App. PL
RIVER RD.
R/W71+0064+00App. Exis
t
.
R
/
W
App. E
xi
s
t.
R
/
WR/WR/WR/W Propo
s
e
d
D
r
ai
n
a
g
e
E
a
s
e
m
e
n
t
Indianap
o
l
i
s
W
a
t
e
r
C
o
.
E
a
s
e
m
e
n
t
Indian
a
p
oli
s
W
a
t
e
r
C
o.
E
a
s
e
m
e
n
t
Harvest Bible
Chapel of North
Indianapolis
Inc.App.
PL
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/WApp. Exist. R/WA
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/WLine "W-EXIT"Line "W-ENT"R/W
Line "PR-A1"
Line "PR-A1"0+001+002+003+00
Line "B"P.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"
P.O.C. 3+18.90 "B"
= P.O.T. 61+51.57 "PR-A"
Line "PR-A2"
P.O.T. 62+37.94 "PR-A2"
= P.O.C. 0+62.48 "B"
Proposed Drai
n
a
g
e
E
a
s
e
m
e
n
t
P.I. = 11+23.41 "W-ENT"
P.I. = 11+63.60 "W-EXIT"
BEGIN CONSTRUCTION
10+86.76 "W-ENT"
BEGIN CONSTRUCTION
10+86.22 "W-EXIT"
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"
P.O.C. 65+43.07 "PR-A2"
= P.C. 65+43.07 "PR-A"
P.I. = 65+25.92 "PR-A2"
P.I. = 13+18.03 "W-ENT"
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PLAT-1.dwgDATE/USER: 12/5/2016 11:51 AM / TbennettPLAT NO. 1
1"=50'
5MATCH L
INE
75+00
"PR
-A"MATCH LINE 59+00 "PR-A"
75+0076+0077+0078+0079+0080+0081+0082+0083+0085+0087+0088+0089+0090+0091+0092+00App. E
xi
st.
R
/
W
App. Exist
.
R
/
W
App. E
xi
s
t.
R
/
W
App. Exist.
R
/
W
App. Exis
t
.
R
/
W App. Exist. R/W
App. Exist. R/W
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
P
L App. PLA
p
p
.
P
L
App. E
xi
s
t.
R
/
W
Harvest Bible
Chapel of North
Indianapolis
Inc.
KLC Realty LLC
L & Q Realty
LLC
P.I. = 78+43.09 "A"
P.I. = 86+91.08 "A"
P.T. = 80+23.78 "A"
P.T. = 89+16.84 "A"
P.C. = 76+60.62 "A"
P.T. = 84+49.82 "A"
P.I. = 77+84.50 "PR-A"
P.I. = 86+70.63 "PR-A"
END PROJECT
90+55.00 "PR-A"
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County84+00Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County 86+00App.
P
L
RIVER RD.
Line "PR-A"
Line "A"
1
4
6
T
H
S
T
.
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PLAT-1.dwgDATE/USER: 12/5/2016 11:51 AM / TbennettPLAT NO. 1
1"=50'
6MATCH LINE 75+00 "PR-A"
XM4-8
M5-1(R)S M6-1S M6-3
M 4-6
M 4-8
END
M5-1(L)S
OR
M6-1S
OR
XM4-8XM4-8
M5-1(R)S
CLOSED
ROAD
CONSTRUCTION SIGNS, TYPE "A"
AHEAD
DETOUR
AHEAD
XW20-3
36" X 36"
XW20-2
36" X 36"
DETOUR
CONSTRUCTION SIGNS, TYPE "B"
XM4-10 (L)
48" X 18"
DETOUR
XM4-10 (R)
48" X 18"
ROAD CLOSED AHEAD
ROAD CLOSURE SIGN ASSEMBLIES
R11-3
5' X 2'-6"
R11-2
4' X 2'-6"
LOCAL TRAFFIC ONLY
ROAD
CLOSED
M5-1(L)S
OR
FOR SPACING OF DETOUR ROUTE MARKER
ASSEMBLIES AND CONSTRUCTION SIGNING,
SEE INDOT STANDARD DRAWING E 801-TCDT-01
NOTE:
River Road River Road River Road
River Road
Main St.
Haverton Way
Tall Timber RunHazel Dell Pkwy146th St.River Rd.Longest
D
r
.
Silas
M
o
f
f
i
t
t
W
a
y
Griffi
n
R
u
n
Fife
T
r
a
i
l
Tr
a
d
i
n
g
P
o
s
t
P
l
Buckskin Ct.
R11-3
XM4-10(L)
R11-3
XM4-10(R)
R11-2Community Dr.River Rd.M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: MOT.dwgDATE/USER: 12/6/2016 8:20 AM / MmastersonMAINTENANCE OF TRAFFIC 7
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
Proposed Profile
@ Line "PR-A"
Existing Profile
@ Line "PR-A"753.32753.23753.10752.89752.57752.23751.86751.63751.37751.02750.67750.39750.14749.97749.79749.55749.32748.98748.78748.60748.63748.65748.80749.09749.50751.50750.57749.69749.64751.27751.04750.81750.34750.11749.88749.58749.53749.55749.80750.03750.32-0.93%
PVI STA: 47+85
PVI EL: 748.85
VCL: 230.00
+1.60%-0.93%
BEGIN PROJECT
STA. 44+94.00
ELEV. 751.56
Transition Cross Slope from
+3.0% to +2.0% Left+94+94Grade of Path Lt.
(Plotted 20' Above Datum)
-3.19%
+0.00%
PVI STA: 46+50
PVI EL: 746.18
VCL: 20.00
+84
751.48+54.7,17.2 Monitoring Well+93.3,40.5 Water Meter+13.6,16.7 Sign (40 MPH)+23.1,15.2 Gas Marker+36.8,13.9 Sign+33.8,26.7 Power Pole+91.5,89.1 6" Dec.+17.8,76.4 1" Dec.+34.8,14.1 Sign (Caution)+54.0,29.1 Cable Box+06.9,31.1 PP w/Riser+13.5,25.7 Sign+13.6,31.6 Sign (25 MPH)+21.0,66.4 15" Dec.+42.7,43.2 Water Valve+49.7,83.6 6" Dec.+52.5,53.2 Pin w/Cap Fnd+63.5,35.3 Mag Nail Set+73.6,44.8 Gas Vavle+95.4,53.1 Sprinkler Head+96.8,58.5 Sign (Stop)+01.1,73.6 3" Dec.+05.3,88.5 Inlet+30.4,6.1 Pin w/Cap Fnd+33.5,84.9 3" Dec.+34.1,56.1 Light Pole+55.6,89.3 Inlet+58.8,73.8 3" Dec.+59.2,42.2 Water Valve+64.0,53.5 Sprinkler Head+74.2,70.6 Yard Light+83.6,37.1 Sprinkler Head+83.7,70.2 Yard Light+99.5,37.9 Water Valve+02.7,39.2 Water Valve+03.2,72.5 3" Dec.+04.0,54.1 Fire Hyd.+12.0,34.7 Sprinkler Head+39.9,34.1 Sprinkler Head+45.7,72.3 3" Dec.+70.0,33.4 Sprinkler Head+86.4,73.0 3" Dec.+92.4,53.3 Storm M.H.+93.7,31.8 Inlet+98.3,33.0 Sprinkler Head46+28.3,72.5 3" Dec.+49.5,89.6 1" Dec.+63.4,88.3 1" Dec.+78.8,62.8 1" Con.+17.9,63.9 1" Con.+57.9,63.8 1" Con.+59.0,16.1 Sign (40 MPH)+63.1,21.5 6" Dec.+97.4,64.6 1" Con.+07.0,75.3 1" Con.+64.8,14.4 Sign (Caution)43+0042+0044+0045+0046+0047+0048+00+92.0,40.2 Air Relief Valve(grvl)+61.4,58.4 Elec. Box(sign)12" rcp12" rcp12" rcp27" Conc.(riprap)
App. Exist. R/W
App. Exist. 45' R/W
A
p
p
.
P
L
COMMUNITY DR.Carmel Clay
Schools
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
THE
O
V
E
RL
O
O
K
AT T
H
E L
E
G
A
C
Y
Falcon
Nest II
LLC
Falcon Nest II
LLC
RIVER RD.
Line "A"
T.B.M. 404
C.P. 116
P.I. = 43+52.97 "A"
P.I. = 46+69.38 "A"
Line "PR-A"THE MEADOWS ATTHE LEGACY18" plastic
Constr. Limits
36" conc. water lines
Indianapolis Water
Company Easement VariesBEGIN PROJECT
44+79.00 "PR-A"
Exist. 50' R/W
Constr. Limits
N47°01'38"E "A"N47°13'52"E "A"N46°58'46"E "A"
Str. No. 15
Str. No. 18
Str. No. 19
Str. No. 12
Str. No. 11
Str. No. 13
Str. No. 16Str. No. 14
Str. No. 10
Str.No. 17
Proposed Path/Drainage Easement
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 116 (MAG NAIL FLUSH) - O.P.O.T. STA. 43+63.47, 35.29' (L) LINE "A"
N = 48849.0757
E = 48220.8942 (1) TOP S CORNER OF PEDESTAL FOR ELEC. BOX, 20.80'
(2) MAG NAIL SET IS SE FACE OF POWER POLE UP ±2.0',
109.57'
(3) TOP CENTER NUT ON FIRE HYDRANT, 81.22'
(4) T.B.M #404 - RR SPIKE IN W FACE OF POWER POLE
#254593 UP ±1.0', 81.19'LINE "A"
RIVER RD.
(1)
(2)(3)
(4)COMMUNITYDRIVEC.P. 116
CONTROL POINT 117 (REBAR WITH CAP) - O.P.O.T. STA. 54+23.78, 27.69' (R) LINE "A"
N = 49462.3739
E = 49081.3689
(1) CHISELED MARK UP ±1.0' ON SE EDGE OF SIGN
(CURVE AHEAD SYMBOL) , 116.74'
(2) NW FACE OF CORNER FENCE POST UP ±1.0', 96.96'
(3) MAG NAIL SET IN NW FACE OF PWP #254587 UP ±1.0', 81.22'
(4) T.B.M #405 - RR SPIKE IN W FACE OF POWER POLE
#254588 UP ±1.0', 64.54'
LINE "A"
RIVER RD.
(1)
C.P. 117(2)(3)(4)M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 49+00 "PR-A"750
745
740
735
755
760
8
765
770
775
750
745
740
735
755
760
765
770
775
EARTHWORK SUMMARY
COMMON EXCAVATION = 20,616 CYS*
USEABLE COMMON = 16,491 CYS
FILL = 12,075 CYS
FILL +25% = 15,095 CYS
WASTE = 7,561 CYS**
* - Including 4,125 cys asphalt pavement removal.
** - Includes 2,040 cys undistributed for removal of soft soils.
EARTHWORK SUMMARY - ALTERNATE NO. 1
COMMON EXCAVATION = 22,641 CYS*
USEABLE COMMON = 18,516 CYS
FILL = 10,931 CYS
FILL +25% = 13,664 CYS
WASTE = 11,017 CYS **
* - Including 4,125 cys asphalt pavement removal.
** - Includes 2,040 cys undistributed for removal of soft soils.
+45.0,27.2 Power Pole+51.8,15.6 Sign (Caution)+92.8,96.1 6" Dec.+94.4,89.0 3" Dec.+94.4,93.9 12" Dec.+01.1,84.2 6" Dec.+08.8,99.1 36" Stump+45.1,25.5 Power Pole+58.4,26.1 Power Pole+23.8,27.7 Pin w/Cap Fnd+74.9,25.7 Power Pole+98.7,96.0 48" Dec.+02.3,100.7 48" Dec.+31.9,37.7 3" Dec.+84.8,26.8 3" Dec.+23.1,38.6 3" Dec.+26.3,41.2 3" Dec.+26.6,33.3 3" Dec.+31.2,26.6 3" Dec.+33.6,27.9 3" Dec.+38.9,13.9 Sign (Caution)+48.8,28.5 3" Dec.+52.9,23.7 1" Con.+56.6,26.6 3" Dec.+78.0,31.5 18" Dec.+78.3,34.9 12" Dec.+10.7,55.4 30" Dec.+42.5,88.9 Storm M.H.+47.0,16.8 Power Pole+48.7,47.8 12" Bush+83.0,46.7 24" Bush+16.0,45.7 24" Bush+50.9,46.6 24" Bush+87.6,47.0 24" Bush+24.4,47.2 12" Bush+60.1,47.1 12" Bush+95.5,48.0 36" Bush+29.8,49.9 24" Bush+65.0,49.4 12" Bush+00.0,50.3 12" Bush+36.3,50.0 24" Bush+71.8,50.1 24" Bush+06.6,49.0 24" Bush+41.4,50.1 24" Bush50+0051+0052+0053+0054+0055+0056+00+38.1,110.6 Storm M.H.(riprap)
18" plastic
App. Exist. 45' R/W
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Falcon Nest II LLC THE O
V
E
R
L
O
O
K
AT TH
E
L
E
G
A
C
Y
RIVER RD.
Line "A"
T.B.M. 405 C.P. 117
P.I./P.C. = 49+27.06 "A"
P.I. = 50+96.96 "A"
P.I./P.T. = 52+65.27 "A"
P.I. = 54+70.47 "A"
CURVE DATA
PI = 50+96.96 "A"
Delta = 13°34'42" Rt.
R = 1427.14 ft
T = 169.90 ft
L = 338.21 ft
E = 10.08 ft
Line "PR-A"
Exist. 50' R/W
18" plastic
CURVE DATA
PI = 50+76.78 "PR-A"
Delta = 12°27'19" Rt.
R = 1427.15 ft
T = 155.74 ft
L = 310.25 ft
E = 8.47 ft
P.I. = 50+76.78 "PR-A"
P.T. = 52+31.29 "PR-A"
P.C. = 49+21.04 "PR-A"
Constr. Limits
Constr. Limits
N59°30'06"E "PR-A"
N47°02'47"
E
"
P
R
-
A
"
N47°15'49"
E
"
A
"
N60°50'31"E "A"N59°08'15"E "A"N59°26'13"E "A"
Str. No. 21
Str. No. 22
Str. No. 18
Str. No. 19
Str.No. 20
Str.No. 23 Str.No. 24
Proposed Path/Drainage Easement
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 116 (MAG NAIL FLUSH) - O.P.O.T. STA. 43+63.47, 35.29' (L) LINE "A"
N = 48849.0757
E = 48220.8942 (1) TOP S CORNER OF PEDESTAL FOR ELEC. BOX, 20.80'
(2) MAG NAIL SET IS SE FACE OF POWER POLE UP ±2.0',
109.57'
(3) TOP CENTER NUT ON FIRE HYDRANT, 81.22'
(4) T.B.M #404 - RR SPIKE IN W FACE OF POWER POLE
#254593 UP ±1.0', 81.19'LINE "A"
RIVER RD.
(1)
(2)(3)
(4)COMMUNITYDRIVEC.P. 116
CONTROL POINT 117 (REBAR WITH CAP) - O.P.O.T. STA. 54+23.78, 27.69' (R) LINE "A"
N = 49462.3739
E = 49081.3689
(1) CHISELED MARK UP ±1.0' ON SE EDGE OF SIGN
(CURVE AHEAD SYMBOL) , 116.74'
(2) NW FACE OF CORNER FENCE POST UP ±1.0', 96.96'
(3) MAG NAIL SET IN NW FACE OF PWP #254587 UP ±1.0', 81.22'
(4) T.B.M #405 - RR SPIKE IN W FACE OF POWER POLE
#254588 UP ±1.0', 64.54'
LINE "A"
RIVER RD.
(1)
C.P. 117(2)(3)(4)
49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00
Existing Profile
@ Line "PR-A"
Proposed Profile
@ Line "PR-A"749.70749.83750.11750.56751.04751.52752.04752.59753.08753.50753.94754.39754.86755.34755.77756.13756.34756.54756.68756.81756.86756.88756.92756.96757.08757.25757.37757.40757.43757.47750.69752.29753.89755.49757.09758.16758.17757.65751.09751.49751.89752.69753.09753.49754.29754.69755.09755.89756.29756.69757.46757.76757.99758.26758.30758.27758.04757.91757.78757.52+1.60%
PVI STA: 54+00
PVI EL: 758.69
VCL: 200.00
-0.52%
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)+25
752.17
+00
754.97 +25756.77+1.60%
+0.80%-0.40%
-2.40%+2.40%+0.00%+4.90%-4.90
%
-0.00%
PVI STA: 51+00
PVI EL: 747.40
VCL: 20.00
PVI STA: 49+75
PVI EL: 746.18
VCL: 20.00
PVI STA: 49+25
PVI EL: 746.18
VCL: 20.00
PVI STA: 51+25
PVI EL: 746.18
VCL: 20.00
PVI STA: 50+75
PVI EL: 746.18
VCL: 20.00
PVI STA: 49+50
PVI EL: 745.58
VCL: 20.00 Grade of Path Lt.
(Plotted 20' Above Datum)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 56+50 "PR-A"9MATCH LINE 49+00 "PR-A"750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
+94.8,25.4 Power Pole+28.8,40.7 Water Valve+14.6,25.0 PP w/Riser+39.9,92.5 Power Pole+95.3,15.2 Sign (35 MPH)+28.9,19.4 PP w/Riser+75.9,50.5 24" Bush+11.5,49.6 24" Bush+46.4,50.6 24" Bush+80.4,50.3 24" Bush+14.9,50.3 24" Bush+50.1,50.4 24" Bush+85.0,54.7 24" Bush+19.1,59.0 12" Bush+53.9,62.8 24" Bush+89.2,66.5 12" Bush+25.6,71.2 24" Bush+18.0,83.5 36" Dec.+93.1,31.7 Power Pole+22.3,50.8 Post+28.1,54.1 Post57+0058+0059+0060+0061+0062+0063+00(conc)
(grvl)
App. Exist. 45' R/W App. PLSec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Falcon Nest II LLC
Falcon Nest II
LLC
THE O
V
E
R
L
O
O
K
AT TH
E
L
E
G
A
C
Y
RIVER RD.
P.I. = 56+81.42 "A"
P.I. = 60+98.28 "A"
P.I. = 63+12.02 "A"
Line "PR-A"
Line "A"R/W
R/W R/WConstr. Limits
Constr. Limits
10" p
v
c
Exist. 50' R/W
P.O.T. 57+81.39 "PR-A"
= P.C. 57+81.39 "PR-A1"
P.T. = 59+55.79 "PR-A1"
Constr. Limits
P.I. = 58+68.94 "PR-A1"
CURVE DATA
PI = 58+68.94 "PR-A1"
Delta = 12°29'26" Lt.
R = 800.00 ft
T = 87.55 ft
L = 174.40 ft
E = 4.78 ft
Line "PR-A2"
Line "PR-A1"
Line "B"0+001+002+003+00
P.O.T. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
N59°30'06"E "PR-A"
N47°00'40"
E
N63°04'33"E
N63°04'33"E "PR-A2"N59°38'43"E "A"
N59°38'13"E "A"
N58°29'55"E "A"
N58°29'55"E "A"
Str. No. 28
Str. No. 25
Str. No. 26
Str. No. 32
Str. No. 30
Str. No. 27
Str. No. 29
Str. No. 31
Proposed Path/Drainage Easement
R/W
App. PL
Proposed Path/Drainage Easem
e
n
t
Str. No. 32A
Str. No. 32B
Str. No. 32C
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 117 (REBAR WITH CAP) - O.P.O.T. STA. 54+23.78, 27.69' (R) LINE "A"
N = 49462.3739
E = 49081.3689
(1) CHISELED MARK UP ±1.0' ON SE EDGE OF SIGN
(CURVE AHEAD SYMBOL) , 116.74'
(2) NW FACE OF CORNER FENCE POST UP ±1.0', 96.96'
(3) MAG NAIL SET IN NW FACE OF PWP #254587 UP ±1.0', 81.22'
(4) T.B.M #405 - RR SPIKE IN W FACE OF POWER POLE
#254588 UP ±1.0', 64.54'
LINE "A"
RIVER RD.
(1)
C.P. 117(2)(3)(4)
CONTROL POINT 118 (REBAR WITH CAP) - O.P.O.T. STA. 64+87.80, 32.74' (R) LINE "A"
N = 50000.0000
E = 50000.0000
(1) NORTH FACE OF GATE POST UP ±1.0', 169.49'
(2)MAG NAIL IN SOUTH CORNER OF WOOD FENCE POST
UP ±1.0' 163.20'
(3) MAG NAIL IN N FACE OF PWP #078376 UP ±3.0', 179.42'
(4) T.B.M #406 - RR SPIKE IN W FACE OF POWER POLE
#078375 UP ±1.0', 37.45'
LINE "A"
RIVER RD.
(2)
C.P. 118(1)(3)(4)
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
Existing Profile
@ Line "PR-A"
Proposed Profile
@ Line "PR-A" & "PR-A1"757.50757.42757.36757.39757.37757.18757.00756.95756.90757.09757.33757.52757.69757.82757.82757.82757.85757.89757.75757.60757.40757.20757.01756.82756.59756.23755.86755.57755.32755.12757.13756.61756.09755.57755.32757.39757.26757.00756.87756.74756.48756.35756.22755.96755.83755.70755.44755.32755.27-0.52%
+0.52%
PVI STA: 60+75
PVI EL: 755.18
VCL: 70.00
+0.52% 61+23.26755.43 62+53.14755.59-1.86%755.18754.72754.31753.95753.66Proposed Profile
@ Line "PR-A2" & "PR-A"
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
+50
753.27+00755.27-0.80%
+4.82%
-4.94
%+4.94%
PVI STA: 58+50
PVI EL: 748.65
VCL: 20.00 PVI STA: 59+00
PVI EL: 746.18
VCL: 20.00
PVI STA: 58+00
PVI EL: 746.18
VCL: 20.00
+86
755.14
Grade of Path Lt.
(Plotted 20' Above Datum)
24" Pipe @ 0.24%
24" Pipe @ 0.42%
Inv.=746.00
Str. No. 30
Inv. In=746.53
Inv. In=750.27
Inv. Out=746.53
Str. No. 32
Inv. In=747.52
Inv. Out=747.52
24" Pipe @ 0.42%
+00
753.19
-0.40%
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
Str. No. 32A
Inv. In=747.13
Inv. Out=747.13
Inv. Out=747.65
24" Pipe @ 0.41%
Str. No. 32B
Inv. In=747.09
Inv. In=747.63
Inv. Out=747.09
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 64+00 "PR-A"10MATCH LINE 56+50 "PR-A"750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
+52.9,22.7 Power Pole+71.3,23.8 Guy Wire+76.2,23.5 Guy Wire+87.8,32.7 Pin w/Cap Fnd+64.8,35.3 Power Pole+00.9,17.8 Sign+07.4,61.1 Guy Wire+12.2,59.2 Guy Wire+17.5,56.6 Guy Wire+18.9,55.9 Guy Wire+31.9,49.2 Power Pole+85.0,25.0 Sign+11.2,25.9 Water Valve+13.4,36.0 Water Meter+14.2,30.1 Water Valve+20.8,45.8 Water Valve+22.2,30.1 Water Valve+51.3,22.2 Power Pole65+0066+0067+0068+0069+0070+00(grvl)
Falcon Nest II LLC
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
RIVER RD.
Line "
P
R
-
A
"
C.P. 118
T.B.M. 406
P.I. = 65+16.24 "A"
P.I. = 66+01.08 "A"
P.I./P.C. = 66+65.51 "A"
P.I. = 67+62.90 "A"
P.I./P.T. = 68+56.53 "A"
P.I. = 69+08.40 "A"
P.I. = 70+08.16 "A"
CURVE DATA
PI = 67+62.90 "A"
Delta = 27°32'21" Lt.
R = 397.42 ft
T = 97.39 ft
L = 191.02 ft
E = 11.76 ft
Line "
A
"
Line "PR
-
A
"
Line "A"
Exist. 50' R/W
50' R/W
R/W
P.I. = 67+30.66 "PR-A"
CURVE DATA
PI = 67+30.66 "PR-A"
Delta = 37°39'59" Lt.
R = 550.00 ft
T = 187.59 ft
L = 361.57 ft
E = 31.11 ft
10" pvc
10" pvc
10
"
p
v
c
P.C. 65+43.07 "PR-A"
= P.O.C. 65+43.07 "PR-A2"
P.C. = 65+08.76 "PR-A2"
P.T. = 69+04.64 "PR-A"+71.8,59.2 San. M.H.+04.1,55.1 San. M.H.Constr. Limits
Constr. Limits
Line "
P
R
-
A
2
"
P.I. = 65+25.92 "PR-A2"
CURVE DATA
PI = 65+25.92 "PR-A2"
Delta = 3°34'27" Lt.
R = 550.00 ft
T = 17.16 ft
L = 34.31 ft
E = 0.27 ft
Line "
P
R
-
A
2
"
N59°
3
0
'
0
6
"
E
"
P
R
-
A
"
N21°50'
0
7
"
E
"
P
R
-
A
"
N63
°
0
4
'
3
3
"
E
N63
°
0
4
'
3
3
"
E
"
P
R
-
A
2
"
N58°
2
9
'
5
5
"
E
"
A
"
N56°4
8
'
5
8
"
E
"
A
"
N52°56'
1
9
"
E
"
A
"
N51°28'3
7
"
E
"
A
"
N23°56'1
6
"
E
"
A
"
N24°29'4
6
"
E
"
A
"
N23°01'4
0
"
E
"
A
"
N21°20'
0
3
"
E
"
A
"
N21°20'
0
3
"
E
"
A
"
N58°
2
9
'
5
5
"
E
"
A
"
Str. No. 47
Str. No. 49
Str. No. 50
Str. No. 46
Str. No. 48
Str. No. 45
Str. No. 42
Str. No. 43
Str. No. 41
Str. No. 36
Str. No. 37
Str. No. 38
Str. No. 35
Str. No. 33 Str. No. 39
Str. No. 40 Str. No. 44
R/W
Propose
d
P
a
t
h
/
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
Str. No. 42A
R/WApp. PL
App. PL
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 118 (REBAR WITH CAP) - O.P.O.T. STA. 64+87.80, 32.74' (R) LINE "A"
N = 50000.0000
E = 50000.0000
(1) NORTH FACE OF GATE POST UP ±1.0', 169.49'
(2)MAG NAIL IN SOUTH CORNER OF WOOD FENCE POST
UP ±1.0' 163.20'
(3) MAG NAIL IN N FACE OF PWP #078376 UP ±3.0', 179.42'
(4) T.B.M #406 - RR SPIKE IN W FACE OF POWER POLE
#078375 UP ±1.0', 37.45'
LINE "A"
RIVER RD.
(2)
C.P. 118(1)(3)(4)
CONTROL POINT 105 (MAG NAIL) - O.P.O.T. STA. 72+90.79, 9.82' (R) LINE "A"
N = 50676.5034
E = 50417.5930
(1) NW CORNER OF CONCRETE PILLAR UP ±2.0', 40.94'
(2) SW CORNER OF R/W MARKER AT BASE', 183.50'
(3) MAG NAIL IN E FACE OF POWER POLE, 148.34'
(4) T.B.M #407 - RR SPIKE IN S FACE OF POWER POLE
#078367 UP ±1.0', 138.77'
LINE "A"
RIVER RD.
(2)
C.P. 105
(1)(3)
(4)
64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00
Proposed Profile
@ Line "PR-A" & "PR-A2"
Existing Profile
@ Line "PR-A"755.12754.97754.78754.49754.20753.88753.54753.24753.00753.26753.42753.76754.12754.53754.98755.43756.06756.59757.07757.49757.82758.07758.31758.56758.76758.84758.86758.86758.87+2.00%
-0.52%
PVI STA: 68+50
PVI EL: 758.00
VCL: 200.00
PVI STA: 70+50
PVI EL: 756.96
VCL: 100.00
PVI STA: 65+00
PVI EL: 751.00
VCL: 420.00
753.66753.42753.23753.11753.04753.03753.07753.18753.34753.56753.83754.17754.56755.00755.50756.00756.46756.84757.15757.37757.52757.58757.57757.48757.35757.22757.12757.09757.12757.22-1.86%
+2.00%
-0.52%+0.52%
+0.40%
+7.04%
+0.80%-0.60%+50751.46+50
751.86
+00
755.38
+00
756.18 +50
755.28
+75
755.00
+50
755.69
+0.92%
+0.30%
Grade of Special "V" Ditch Left
(Plotted 20' Above Datum)
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
+0.92%
+0.40%
+7.04%
+0.80%-0.60%+1.20%
24" Pipe @ 0.42%
21" Pipe @ 0.50%
21" Pipe @ 0.40%15" Pipe @ 0.50%
Str. No. 36
Inv. In=749.34
Inv. In=748.60
Inv. In=748.44
Inv. Out=748.44
Str. No. 42
Inv. In=750.17
Inv. In=750.43
Inv. In=750.42
Inv. Out=750.17
Str. No. 47
Inv. In=752.00
Inv. In=752.63
Inv. In=752.68
Inv. Out=751.75
Pipe @ 0.42%
-0.40%
+10
752.35Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
Grade of Special "V" Ditch Right
+0.92%
+0.30%
21" Pipe @ 0.39%
Str. No. 42A
Inv. In=750.84
Inv. Out=750.84
+0.92%
Scour Stop Mat
(See Sheet 20)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 71+00 "PR-A"11MATCH LINE 64+00 "PR-A"750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
+52.8,52.3 15" Dec.+80.5,98.3 3" Dec.+84.8,18.7 Power Pole+90.8,9.8 Mag Nail Fnd+45.5,13.7 Sign+99.8,73.1 24" Dec.+00.7,76.1 Post+04.3,15.8 R/W Marker+30.7,21.6 Power Pole+46.2,18.3 Gas Marker+66.3,65.0 R/W Marker+56.1,53.8 PP w/Riser+58.1,83.8 Power Pole+59.9,65.9 R/W Marker+61.0,0.4 Pin Fnd+71.6,24.5 Sign (40 MPH)+98.5,80.4 24" Dec.+04.0,88.4 36" Dec.+08.3,73.3 24" Dec.+76.3,67.7 24" Dec.+31.6,99.5 24" Dec.+74.5,71.8 Gas Vavle+74.9,71.5 Gas Marker+90.0,92.7 60" Dec.+06.0,61.0 Power Pole+67.5,100.3 36" Dec.+72.5,100 36" Dec.+89.8,27.7 18" Dec.+95.2,26.7 30" Dec.+62.9,14.9 Sign+36.8,20.9 Power Pole+37.3,32.6 Guy Wire+69.2,0.4 Pin Fnd+72.5,65.9 R/W Marker78+43.3,10.7 Pin Fnd72+0073+0074+0075+0076+0077+0078+00+60.4,19.7 Pillar(conc)
(grvl)
(conc)
(asph)(asph)
(asph)
(grvl)
18" rcp
18" rcp
App. Exist. R/WApp. PLApp.
PL+95,29 Underdrain OutletSec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
Falcon Nest II LLC
Sec. 23, T18N, R4E
Clay Township
Hamilton County
App. Exist. R/W
Harvest Bible Chapel of
North Indianapolis Inc.
Connor Prairie
Foundation Inc.
RIVER RD.
C.P. 105 T.B.M. 407
P.I. = 71+59.90 "A"
P.I. = 74+03.47 "A"P.I. = 74+69.12 "A"
P.I. = 78+43.09 "A"
P.C. = 76+60.62 "A"
CURVE DATA
PI = 78+43.09 "A"
Delta = 13°47'14" Rt.
R = 1509.18 ft
T = 182.46 ft
L = 363.16 ft
E = 10.99 ft
Line "PR-A"
Line "A"Line "PR-A"
Line "A"
Exist. 50' R/W
R/W
CURVE DATA
PI = 77+84.50 "PR-A"
Delta = 13°44'20" Rt.
R = 1000.00 ft
T = 120.47 ft
L = 239.79 ft
E = 7.23 ft
P.I. = 77+84.50 "PR-A"
10" pvc
P.C. = 76+64.03 "PR-A"+29.4,58.7 San. M.H.+29.4,58.7 San. M.H.+71.6,71.0 San. M.H.8" pvc 8" pvc
Constr. Limits
Constr. Limits
N21°50'07"E "PR-A"N35°34'
2
8
"
E
"
P
R
-
A
"
N21°14'47"E "A"N21°14'28"E "A"
N21°48'16"E "A"
N21°20'03"E "A"
Str. No. 58
Str. No. 59
Str. No. 53
Str. No. 52
Str. No. 54
Str. No. 55
Str. No. 51
Str. No. 56
50' R/W to be DedicatedApp. PL Str. No. 61
Str. No. 57
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 105 (MAG NAIL) - O.P.O.T. STA. 72+90.79, 9.82' (R) LINE "A"
N = 50676.5034
E = 50417.5930
(1) NW CORNER OF CONCRETE PILLAR UP ±2.0', 40.94'
(2) SW CORNER OF R/W MARKER AT BASE', 183.50'
(3) MAG NAIL IN E FACE OF POWER POLE, 148.34'
(4) T.B.M #407 - RR SPIKE IN S FACE OF POWER POLE
#078367 UP ±1.0', 138.77'
LINE "A"
RIVER RD.
(2)
C.P. 105
(1)(3)
(4)
CONTROL POINT 152 (MAG NAIL) - O.P.O.T. STA. 79+74.16, 23.74' (R) LINE "A"
N = 51287.8570
E = 50709.6939
(1) N CORNER OF R/W MARKER AT BASE, 63.74'
(2) W CORNER OF R/W MARKER AT BASE', 186.09'
(3) MAG NAIL IN NW FACE OF POWER POLE #079045 UP ±1.0', 160.43'
(4) NW CORNER OF SIGN (CURVE AHEAD SYMBOL) UP ±2.0', 136.83'
(5) T.B.M #400 - RR SPIKE IN N FACE OF PWP #055335 UP ±1.0', 138.77'
LINE "A"
RIVER RD.
(2)
(1)(3)
(4)
(5)
C.P. 152
71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00
Proposed Profile
@ Line "PR-A"
Existing Profile
@ Line "PR-A"758.87758.90759.03759.15759.37759.58759.72759.84759.98760.11760.22760.30760.29760.19760.02759.87759.75759.67759.61759.58759.60759.71759.89760.05760.12760.16760.12760.05759.97759.91+0.52%757.22757.35757.48757.61757.74757.87758.00758.13758.26758.39758.52758.65758.78758.91759.04759.17759.30759.43759.56759.69759.82759.95760.08760.21760.34760.47760.60760.73760.86760.99+1.20%
-0.40%+60
757.80 +00
756.84
+00
756.74
+75
758.64
+0.40%
Grade of Special "V" Ditch Left
(Plotted 20' Above Datum)
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
+0.30%
+0.40%-0.40%
-0.40%
Str. No. 53
Inv. In=753.84
Inv. In=753.89
Inv. In=753.25
Inv. Out=753.25
15" Pipe @ 0.50%
+0.40%
-0.36%
+45
756.40
Grade of Special "V" Ditch Left
(Plotted 20' Above Datum)
+2.76%-2.94%+3.73%
-3.29%
-0.01%+0.02%
PVI STA: 76+25
PVI EL: 758.82
VCL: 20.00
PVI STA: 78+50
PVI EL: 758.83
VCL: 20.00
PVI STA: 75+92
PVI EL: 757.91
VCL: 20.00
PVI STA: 76+70
PVI EL: 757.50
VCL: 20.00
PVI STA: 78+15
PVI EL: 757.53
VCL: 20.00
PVI STA: 75+50
PVI EL: 757.92
VCL: 20.00
+00
759.56
Grade of Path Lt.
(Plotted 10' Above Datum)
Str. No. 56
12" Pipe @ 0.89%
18" Pipe @ 0.36%
Str. No. 61
+04
756.19
+38
756.07
+0.30%
+0.40%
12" Pipe @ 0.50%Str. No. 57
Inv. In=755.18
Inv. In=755.14
Inv. Out=754.50
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 78+50 "PR-A"12MATCH LINE 71+00 "PR-A"750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
+31.6,99.5 24" Dec.+74.5,71.8 Gas Vavle+74.9,71.5 Gas Marker+90.0,92.7 60" Dec.+06.0,61.0 Power Pole+38.2,59.8 Cable Box+50.2,94.8 15" Con.+74.2,23.7 Mag Nail Set+10.4,86.1 36" Dec.+23.8,65.6 R/W Marker+24.9,0.1 Pin Fnd+90.7,59.8 Gas Marker+11.6,27.1 Sign (W1-WL)+31.2,61.1 Power Pole+15.1,19.9 Mag Nail Set+48.6,64.8 Power Pole+49.5,73.1 Guy Wire+49.6,74.9 Guy Wire+06.4,35.2 Sq. Inlet+50.4,65.6 R/W Marker+76.7,63.5 Guy Wire+76.9,52.5 Power Pole+77.0,62.8 Guy Wire+10.0,61.9 Power Pole+24.7,23.5 Mailbox+25.1,57.0 Cable Box+33.5,61.7 Power Pole+34.3,78.1 Guy Wire+38.4,65.0 R/W Marker+39.2,24.3 Sign+96.9,65.5 Pin w/Cap Fnd+05.6,30.5 Sq. Inlet+51.0,65.7 R/W Marker+51.5,0.1 Pin Fnd+75.2,28.4 Sign (40 MPH)79+0080+0081+0082+0083+0085+0087+0018" rcp 18" rcp
18" rcp
18" rcp24" rcp
(asph)
(asph)(asph)
(grvl)
(grvl)
App. Exist. R/W App. Exist
.
R
/
W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R
/
WApp. PL84+00+53,28 Underdrain OutletSec. 23, T18N, R4E
Clay Township
Hamilton County
Harvest Bible Chapel of
North Indianapolis Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
KLC Realty LLC
RIVER RD.
C.P. 152
T.B.M. 400
P.T. = 80+23.78 "A"
P.T. = 84+49.82 "A"
Line "PR-A"
Line "A"P.T. = 79+03.82 "PR-A"
P.C. = 84+37.10 "PR-A"
Constr. Limits
Constr. Limits
N35°34'28"E "PR-A"
N35°34'28"E "PR-A"
N35°35'30"E "A"
N35°35'30"E "A"
Str. No. 63
Str. No. 62
Str. No. 65
Str. No. 64
Str. No. 72
Str. No. 68
Str. No. 69Str. No. 67
Str. No. 66
Str. No. 70
Str. No. 71
Str. No. 61A
Str. No. 61B
Str. No. 63A
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 152 (MAG NAIL) - O.P.O.T. STA. 79+74.16, 23.74' (R) LINE "A"
N = 51287.8570
E = 50709.6939
(1) N CORNER OF R/W MARKER AT BASE, 63.74'
(2) W CORNER OF R/W MARKER AT BASE', 186.09'
(3) MAG NAIL IN NW FACE OF POWER POLE #079045 UP ±1.0', 160.43'
(4) NW CORNER OF SIGN (CURVE AHEAD SYMBOL) UP ±2.0', 136.83'
(5) T.B.M #400 - RR SPIKE IN N FACE OF PWP #055335 UP ±1.0', 138.77'
LINE "A"
RIVER RD.
(2)
(1)(3)
(4)
(5)
C.P. 152
CONTROL POINT 153 (PIN WITH CAP) - O.P.O.T. STA. 83+96.89, 65.49' (L) LINE "A"
N = 52429.7300
E = 51066.8387
(1) CENTER OF MANHOLE, 18.75'
(2) INTERSECTION OF WALK & BACK OF CURB, 16.04'
(3) NORTH SIDE OF WALK WHERE CONCRETE & ASPHALT
MEET, 160.43'
(4) T.B.M #408 - PAINTED "X" IN NE CORNER OF
CONCRETE PEDESTAL FOR SIGNAL POLE, 16.10'LINE "A"
RIVER RD.
(2)
(1)
(3)
(4)146TH ST.C.P. 153
Proposed Profile
@ Line "PR-A"
Existing Profile
@ Line "PR-A"759.84759.71759.53759.44759.36759.25759.18759.11759.10759.09758.93758.79758.66758.57758.51758.46758.44758.43758.45758.47758.59758.78758.94759.08759.26759.44759.63759.79759.90760.07-0.60%
PVI STA: 79+00
PVI EL: 761.38
VCL: 100.00 PVI STA: 83+60
PVI EL: 758.62
VCL: 120.00
761.12761.22761.24761.20761.08760.93760.78760.63760.48760.33760.18760.03759.88759.73759.58759.43759.28759.13758.98758.86758.80758.81758.88759.01759.16759.31759.46759.61759.76759.91-0.60%+0.60%
+04
755.72
+50
756.29
-0.40%
+1.24%
+0.78%
+04.5 END RECONSTRUCTION, LEFT
Transition Cross Slope from
-2.0% to -7.0% Left+00-3.05%
-0.02%+5.00%
+1.14%+0.01%-0.35%
+2.36%+0.35%
+1.65%-2.10%
-2.85%-2.38%
PVI STA: 84+10
PVI EL: 759.82
VCL: 20.00
PVI STA: 84+80
PVI EL: 760.61
VCL: 20.00
PVI STA: 82+20
PVI EL: 759.08
VCL: 20.00
PVI STA: 81+05
PVI EL: 759.72
VCL: 20.00
PVI STA: 80+20
PVI EL: 760.05
VCL: 20.00
PVI STA: 81+45
PVI EL: 759.86
VCL: 20.00
PVI STA: 83+80
PVI EL: 758.32
VCL: 20.00
PVI STA: 82+55
PVI EL: 758.34
VCL: 20.00
PVI STA: 81+95
PVI EL: 758.67
VCL: 20.00
PVI STA: 80+65
PVI EL: 758.77
VCL: 20.00
PVI STA: 79+90
PVI EL: 760.16
VCL: 20.00
+77.50
760.54
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
Grade of Path Lt.
(Plotted 10' Above Datum)Existing Grade of Path Lt.
(Plotted 10' Above Datum)
-3.05%
-0.02%+5.00%
+1.14%-0.35%
+2.36%+0.35%
+1.65%-2.10%
-2.85%-2.38%
+1.24%
Existing 18" Pipe
Inv.=754.58
Str. No. 62
Inv. In=755.62
Inv. In=754.7±
Inv. Out=754.7±
-0.40%
+1.24%
+0.78%
+57
755.28
+0.50%+1.83%
+57
757.82 +85.15
757.96
+00
758.23
Grade of Special "V" Ditch Left
(Plotted 20' Above Datum)
+4.98%
+0.05%
PVI STA: 78+85
PVI EL: 758.85
VCL: 20.00
+32.25
761.20
Grade of Path Lt.
(Plotted 10' Above Datum)
15" Pipe @ 0.40%
Str. No. 61A
Inv.=755.28
Str. No. 61B
15" Pipe @ 0.40%
-0.40%
+1.24%
+04
757.72
+74
757.44
+04
757.72
+74
757.44
+34
757.60
+04
757.32
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'MATCH LINE 86+00 "PR-A"13MATCH LINE 78+50 "PR-A"79+00 80+00 81+00 82+00 83+00 84+00 85+00
750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
+76.7,63.5 Guy Wire+76.9,52.5 Power Pole+77.0,62.8 Guy Wire+10.2,56.4 Gas Marker+77.0,64.1 Guy Wire+77.3,62.9 Guy Wire+78.2,53.5 Power Pole+84.9,24.8 Mag Nail Set+11.9,65.5 R/W Marker+18.3,0.6 Pin Fnd+76.0,60.8 Power Pole+88.6,62.2 Guy Wire+53.9,31.2 Inlet+72.1,65.2 Gas Vavle+75.2,62.3 R/W Marker+75.2,28.4 Sign (40 MPH)+36.7,47.8 Storm M.H.+20.6,65.6 R/W Marker+71.9,26.5 Sign+81.1,29.9 Storm M.H.91+53.3,29.8 Storm M.H.+53.5,19.7 Inlet87+0088+0089+0090+0091+0092+0024" r
c
p
24" rc
p
(grvl)+84.0,22.5 Sign+81.2,83.4 Water Valve+97.8,79.7 R/W Marker+96.1,81.2 Power Pole+25.8,49.8 Signal Pole+11.3,24.5 Storm M.H.+25.3,56.3 Signal PoleApp. Exist. R/W
App. Exist. R/W
App.
E
x
i
s
t
.
R
/
W App. Exist. R/WApp. Exist. R/WApp. PL+82,32 Underdrain Outlet24" rcp
24" rcp 24" rcp
12" rcp??" rcp??" rcpRIVER RD.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
KLC Realty LLC
L & Q Realty LLC
C.P. 119
T.B.M. 408
P.I. = 86+91.08 "A"
P.T. = 89+16.84 "A"
CURVE DATA
PI = 86+91.08 "A"
Delta = 35°27'36" Lt.
R = 754.60 ft
T = 241.26 ft
L = 467.01 ft
E = 37.63 ft
Line "PR-A"
Line "A"
CURVE DATA
PI = 86+70.63 "PR-A"
Delta = 35°28'47" Lt.
R = 730.00 ft
T = 233.53 ft
L = 452.04 ft
E = 36.44 ft
P.I. = 86+70.63 "PR-A"
END PROJECT
90+55.00 "PR-A"
P.T. = 88+89.14 "PR-A"
Constr. Limits
Constr. Limits
N3
5
°
3
4
'
2
8
"
E
"
P
R
-
A
"
N0°05'40"E "PR-A"
N0°07'54"E "A"
N3
5
°
3
5
'
3
0
"
E
"
A
"
Str. No. 75
Str. No. 77
Str. No. 78
Str. No. 73 Str. No. 74
Str. No. 76
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 152 (MAG NAIL) - O.P.O.T. STA. 79+74.16, 23.74' (R) LINE "A"
N = 51287.8570
E = 50709.6939
(1) N CORNER OF R/W MARKER AT BASE, 63.74'
(2) W CORNER OF R/W MARKER AT BASE', 186.09'
(3) MAG NAIL IN NW FACE OF POWER POLE #079045 UP ±1.0', 160.43'
(4) NW CORNER OF SIGN (CURVE AHEAD SYMBOL) UP ±2.0', 136.83'
(5) T.B.M #400 - RR SPIKE IN N FACE OF PWP #055335 UP ±1.0', 138.77'
LINE "A"
RIVER RD.
(2)
(1)(3)
(4)
(5)
C.P. 152
CONTROL POINT 153 (PIN WITH CAP) - O.P.O.T. STA. 83+96.89, 65.49' (L) LINE "A"
N = 52429.7300
E = 51066.8387
(1) CENTER OF MANHOLE, 18.75'
(2) INTERSECTION OF WALK & BACK OF CURB, 16.04'
(3) NORTH SIDE OF WALK WHERE CONCRETE & ASPHALT
MEET, 160.43'
(4) T.B.M #408 - PAINTED "X" IN NE CORNER OF
CONCRETE PEDESTAL FOR SIGNAL POLE, 16.10'LINE "A"
RIVER RD.
(2)
(1)
(3)
(4)146TH ST.C.P. 153
Proposed Profile
@ Line "PR-A"
Existing Profile
@ Line "PR-A"760.21760.38760.49760.60760.69760.72760.75760.72760.69760.62760.54760.33760.16760.00759.80759.62759.34759.09758.84758.58758.40758.24758.28758.31758.45+0.60%
-0.87%
END PROJECT
STA. 90+55.00
ELEV. 759.04
PVI STA: 88+00
PVI EL: 761.26
VCL: 200.00
760.06760.21760.36760.51760.66760.79760.87760.90760.89760.84760.73760.58760.39760.17759.96759.74759.52759.30759.09-0.87%
+00
758.24 +50Transition Cross Slope from
-2.0% to -7.0% Left
Transition Cross Slope from
-2.0% to +5.0% Right+06+30-1.95%
-4.41%
+0.93%
PVI STA: 88+20
PVI EL: 761.52
VCL: 20.00
PVI STA: 88+50
PVI EL: 760.94
VCL: 20.00
PVI STA: 87+25
PVI EL: 760.64
VCL: 20.00
+67.52
760.16
Grade of Special "V" Ditch Right
(Plotted 10' Below Datum)
Grade of Path Lt.
(Plotted 10' Above Datum)
Existing Grade of Path Lt.
(Plotted 10' Above Datum)
-1.95%
-4.41%
+0.01%+0.93%
+0.78%+0.78%
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-A.dwgDATE/USER: 1/10/2017 8:40 AM / MmastersonPLAN AND PROFILE
LINE "PR-A"
1"=30'
1"=5'
14MATCH LINE 86+00 "PR-A"87+00 88+00 89+00 90+00 91+00 92+00
750
745
740
735
755
760
765
770
775
750
745
740
735
755
760
765
770
775
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00751.50751.57751.64751.92751.96751.93752.10752.59753.07753.56754.08754.74755.72756.46752.13752.13752.13752.13752.13752.21752.45752.85753.60754.20+0.00%+1.80%+3.01%
+2.00%
PVI STA: 12+35.00
PVI ELEV: 752.13
VCL: 70.00
Sta:13+47.37
Elev:754.65
BEGIN CONSTRUCTION
STA. 10+87.76
ELEV. 752.13
Proposed Profile
@ Line "W-ENT"
Existing Profile
@ Line "W-ENT"
+0.00%+1.13%+2.11%
+2.00%
PVI STA: 12+35.00
PVI ELEV: 752.08
VCL: 70.00
Proposed Profile
@ Line "W-EXIT"
(Plotted 20' Above Datum)
Sta:13+81.33
Elev:754.73BEGIN CONSTRUCTION
STA. 10+86.22
ELEV. 752.08
Exist. 10" pvc
744.93
744.91
+0.40%
+2.14%
+58
748.40
+00
748.97
+95
751.00
Grade of Special
Median Ditch
Transition Cross Slopes
from +2% to -2%+00+00Transition Cross Slopes
from +2% to -2%+00+00PVI STA: 12+75.00
PVI ELEV: 752.53
VCL: 0'
PVI STA: 13+40.00
PVI ELEV: 753.90
VCL: 0'
PVI STA: 12+75.00
PVI ELEV: 752.85
VCL: 0'
PVI STA: 13+10.00
PVI ELEV: 753.90
VCL: 0'10+00(conc)(grvl)App. PL
Connor Prairie
Foundation Inc.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Falcon Nest II
LLC
Falcon Nest II
LLC
RIVER RD.Line "PR-A"50' R/WR/W
R/W N59°30'06"E "PR-A"10" pvcP.I. = 11+23.41 "W-ENT"
P.I. = 13+18.03 "W-ENT"N90°00'00"ES
0
°
4
9
'
1
8
"
W
S33°53'44"E
CURVE DATA
PI = 11+23.41 "W-ENT"
Delta = 56°06'16" Rt.
R = 366.00 ft
T = 195.03 ft
L = 358.39 ft
E = 48.72 ft
CURVE DATA
PI = 13+18.03 "W-ENT"
Delta = 34°43'02" Rt.
R = 100.00 ft
T = 31.26 ft
L = 60.59 ft
E = 4.77 ft
10" pvc
10" pvc11+0012+0013+00+18.4, 88.2', 1" Dec.+64.0, 88.1', 1" Dec.+72.7, 88.7', Sign (30 MPH)+86.1, 102.6', Pin w/Cap Fnd+47.3, 10.6',Pin w/Cap Fnd+71.7, 35.4',San. M.H.+72.7, 38.3',Sign (Stop)+48.0, 66.1',Pin w/Cap Fnd+37.8, 79.9',Light Pole+51.6, 81.1',Water Valve+51.0, 89.6',Fire Hyd.+72.5, 90.3',Tele Box+69.8, 90.5',Tele Box+67.3, 91.6',Elec. Box+15.7, 59.6',Sign+15.2, 64.6',Sign+16.9, 71.5',Sign+18.2, 79.5',Fire Hyd.+09.5, 79.7',Water Valve+09.5, 80.3',Water Valve+24.3, 92.8',Gas MarkerLine "W-ENT
"
P.T. 13+47.36 "W-ENT" =
O.P.O.T. 115.48 Lt., 61+65.08 "PR-A"
BEGIN CONSTRUCTION
10+87.76 "W-ENT"
P.C. = 9+28.38 "W-ENT"
P.C.C. = 12+86.77 "W-ENT"
BEGIN CONSTRUCTION
P.O.C. 10+86.22 "W-EXIT" =
O.P.O.C. 68.00 Lt., 10+86.22 "W-ENT"
P.T. = 12+36.31 "W-EXIT"
P.O.T. = 13+81.33 "W-EXIT"Line "W-EXIT"
Constr. Limits
Constr. Limits
P.I. = 11+63.60 "W-EXIT"
CURVE DATA
PI = 11+63.60 "W-EXIT"
Delta = 34°23'49" Rt.
R = 250.00 ft
T = 77.38 ft
L = 150.08 ft
E = 11.70 ft
S65°1
7'
3
0
"
E
S30°53'40"E
0+001+002+00
3+00Line "B"
P.O.T. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Str. No. 81
Str. No. 82
Str. No. 79
Str. No. 83App. PL
R/W
App. Exist. R/WApp. Exi
s
t
.
R
/
W
App.
E
xi
st.
R
/
W
App.
Exist.
R/
W
App.
Exist.
R/
W
App.
PL
App. Exi
s
t
.
R
/
W
Str. No. 80
Str. No. 82A
All R/W and Topo from Line "A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
ORIGINATING BENCHMARK
About 1 mile SE along St. Highway 238 from the 3rd Ward
Grammar School and the junction of St. Highway 237 at Noblesville,
about 0.5 mile NW of the junction of a black top road S, 0.35 mile
SE of the steel bridge over Stoney Creek, set in the center of the
top of the NE concrete head wall on a 12" pipe culvert, 14.8 ft NE
of the center line of the highway, 40.19 ft 180 degree azimuth from
utility pole #183-915, 53.31 ft 200 degree azimuth from SE corner
of vinyl sided addition to house at address #21.30, 12.17 ft
175 degree azimuth from SE face of utility pole # 059-288.
NGS Bench Mark Disk stamped Q 237 1947, Designation - Q 237
PID - LA1580, Vertical Order - Second Class II
Elevation = 778.52 (NAVD 88)
TBM #400 - RR spike up ±1.0' in N face of PWP #055335
Sta. 81+35.29 "A", 61.66' Lt., Elev. = 761.10
TBM #402 - Chiseled "X" on N bonnet bolt of Fire Hyd. at SW
corner of River Rd. and Buckskin Ct.
Sta. 19+15.40 "A", 64.15' Lt., Elev. = 756.91
TBM #403 - RR spike up ±1.0' in NW face of PWP #HMI-10320
Sta. 30+95.08 "A", 17.54' Rt., Elev. = 755.24
TBM #404 - RR spike up ±1.0' in W face of PWP #254593
Sta. 43+06.50 "A", 22.44' Rt., Elev. = 754.04
TBM #405 - RR spike up ±1.0' in W face of PWP #254588
Sta. 53+59.40 "A", 26.03' Rt., Elev. = 757.85
TBM #406 - RR spike up ±1.0' in W face of PWP #078375
Sta. 64+52.9 "A", 22.3' Rt., Elev. = 755.90
TBM #407 - RR spike up ±1.0' in S face of PWP #078367
Sta. 74+30.8 "A", 21.5' Rt., Elev. = 760.05
TBM #408 - Painted "X" on NE corner of concrete pedestal for
signal pole. Sta. 92+27.81 "A", 55.31' Rt., Elev. = 759.76
CONTROL POINT 117 (REBAR WITH CAP) - O.P.O.T. STA. 54+23.78, 27.69' (R) LINE "A"
N = 49462.3739
E = 49081.3689
(1) CHISELED MARK UP ±1.0' ON SE EDGE OF SIGN
(CURVE AHEAD SYMBOL) , 116.74'
(2) NW FACE OF CORNER FENCE POST UP ±1.0', 96.96'
(3) MAG NAIL SET IN NW FACE OF PWP #254587 UP ±1.0', 81.22'
(4) T.B.M #405 - RR SPIKE IN W FACE OF POWER POLE
#254588 UP ±1.0', 64.54'
LINE "A"
RIVER RD.
(1)
C.P. 117(2)(3)(4)
CONTROL POINT 118 (REBAR WITH CAP) - O.P.O.T. STA. 64+87.80, 32.74' (R) LINE "A"
N = 50000.0000
E = 50000.0000
(1) NORTH FACE OF GATE POST UP ±1.0', 169.49'
(2)MAG NAIL IN SOUTH CORNER OF WOOD FENCE POST
UP ±1.0' 163.20'
(3) MAG NAIL IN N FACE OF PWP #078376 UP ±3.0', 179.42'
(4) T.B.M #406 - RR SPIKE IN W FACE OF POWER POLE
#078375 UP ±1.0', 37.45'
LINE "A"
RIVER RD.
(2)
C.P. 118(1)(3)(4)M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PP-W-RAB.dwgDATE/USER: 1/9/2017 10:30 AM / TbennettPLAN AND PROFILE
LINE "W-ENT" & "W-EXIT"
1"=30'
1"=5'
750
745
740
735
755
760
15
765
770
775
750
745
740
735
755
760
765
770
775
43+0042+0044+0045+0046+00(grvl)(sign)12" rcp12" rcpApp. Exist. R/W
App. Exist. R/W
A
p
p
.
P
L
COMMUNITY DR.Carmel Clay
Schools
Connor Prairie
Foundation Inc.
THE
O
V
E
R
L
O
O
K
AT T
H
E L
E
G
A
C
Y
Falcon
Nest II
LLC
Falcon Nest II
LLC
RIVER RD.
T.B.M. 404
C.P. 116
Line "PR-A"
THE
M
E
A
D
O
W
S
A
T
THE
L
E
G
A
C
Y
17'16'10'+6916'K
K
18
18
15
15
BEGIN PROJECT
44+79.09 "PR-A"
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
26
Constr. Limits
Constr. Limits
+86App. Exist. R/WApp. Exist. R/W15
10'16'34'R1
+94
57'
+00
42'
+69
42'
+94.0
Str. No. 12, +92 "PR-A"
Inlet Type 'J-10' with
60' of 12" RCP Req'd.
Str. No. 11, +92 "PR-A"
Inlet Type 'M-10' with
16' of 12" RCP Req'd.R60'P
Str. No. 10, +92 "PR-A"
30' Proposed Path/Drainage Easement
Indianapolis Water Co. Easement
N47°02'47"E "PR-A"
App. Exist. R/W+94+96.0
Existing Handhole
44+94 "PR-A"
Adjust Valves
to Grade
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 47+00 "PR-A"16
50+0051+0052+0027" Conc.(riprap)
(riprap)
18" plastic
App. Exist.
R
/
W
App. Exist. R/W
RIVER RD.12'18" plastic
18" plastic
36" conc. w
a
t
e
r
l
i
n
e
s17'16'CURVE DATA
P.I. = 50+76.78 "PR-A"
Delta = 12°27'19" Rt.
R = 1427.15 ft
T = 155.74 ft
L = 310.25 ft
E = 8.47 ft
Normal Crown
P.I. = 50+76.78 "PR-A"
N47°02'47
"
E
"
P
R
-
A
"16'26
15
15
18
K
K
P.T. = 52+31.29 "PR-A"
P.C. = 49+21.04 "PR-A"
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.THE OVERLOOKAT THE LEGACYFalcon Nest II
LLC
26
18
15
15
18
18
26
Constr. Limits
Constr. Limits 49+0048+0015
P 16'16'+94P
10'+94
34'
+00
40'
+50
46'
+00
46'
+50
50'
+00
53'
+50
55'
+50
39'
Str. No. 14, +55 "PR-A"
Inlet Type 'M-10' with
46' of 12" RCP Req'd.
Str. No. 16, +61 "PR-A"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.
Str. No. 13, +55 "PR-A"
Inlet Type 'M-10' with
46' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 15, +61 "PR-A"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.
Str. No. 18, +00 "PR-A"
Inlet Type 'M-10' with
33' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 19, +00 "PR-A"
Inlet Type 'J-10' with
44' of 12" RCP Req'd.
+50
37'
+00
37'
Str. No. 22, +00 "PR-A"
Inlet Type 'J-10' with
44' of 12" RCP Req'd.
Str. No. 21, +00 "PR-A"
Inlet Type 'M-10' with
39' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 17, +37 "PR-A"
No Work Req'd.
Str. No. 23, +42 "PR-A"
No Work Req'd.
Str. No. 20, +50 "PR-A"
69' of 53"x34" R.C. Elliptical Pipe and
2 Pipe End Sections Req'd.
30' Propos
e
d
P
a
t
h
/
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
30' Proposed
P
a
t
h
/
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
Indianapolis Water
C
o
.
E
a
s
e
m
e
n
t
N59°30'06"E "PR-A"
App. Exist. R/W
Remove
Structure
Remove 186 Lft. Guardrail
Remove 120 Lft. Guardrail
Handhole #1
48+94 "PR-A"
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
8' x 12' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 52+75 "PR-A"17MATCH LINE 47+00 "PR-A"
53+0054+0055+0056+0057+0058+00Connor Prairie
Foundation Inc.
Falcon Nest II LLC
THE
O
V
E
R
L
O
O
K
AT TH
E
L
E
G
A
C
Y
RIVER RD.
T.B.M. 405 C.P. 117
Line "PR-A"
N59°30'06"E "PR-A"
K
K
15
18
18
15
P.O.T. 57+81.39 "PR-A"
= P.C. 57+81.39 "PR-A1"
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Constr. Limits
Line "PR-A1"
P.I. = 58+68.94 "PR-A1"
CURVE DATA
PI = 58+68.94 "PR-A1"
Delta = 12°29'26" Lt.
R = 800.00 ft
T = 87.55 ft
L = 174.40 ft
E = 4.78 ft
+00
58'
+00
62'
P P
16'12'16'10'Str. No. 26, +50 "PR-A1"
Inlet Type 'J-10' with
44' of 12" RCP Req'd.
Str. No. 25, +50 "PR-A1"
Inlet Type 'M-10' with
50' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 24, +38 "PR-A"
No Work Req'd.
30' Proposed Path/Drainage Easement
Indianapolis Water Co. Easement
+00 "PR-A"
76.36'
+81.39
56.50'45' R/W "PR-A1"
+R/W
R/W'
+40 "PR-A"
95.00'
App. Exist. R/W
App. Exist. R/W
Handhole #2
52+94 "PR-A"
Handhole #3
56+94 "PR-A"
12' x 8' ScourStop Transition Mat
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'MATCH LINE 58+75 "PR-A"18MATCH LINE 52+75 "PR-A"
59+0060+0061+0062+0063+00(conc)
(conc)
(grvl)
Connor Prairie
Foundation Inc.
Falcon Nest II LLC
Falcon Nest II
LLCTHE O
V
E
R
L
O
O
K
AT TH
E
L
E
G
A
C
Y
Line "PR-A"
Line "PR-A"R/WR/WConstr. Limits
N59°30'06"E "PR-A"
+61.2+12.818.6
'19'18.9'16.9'22.2'
21.
6
'
18'
26
K
15
15
15
K K
K
K
26
16
16
14
14
C2
C2 15
15
18
18
15
15 18
L
26
26
P
P
K
K
26
10"
p
v
c
P.T. = 59+55.79 "PR-A1"
Constr. Limits
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
15
18
15
Constr. Limits
RIVER RD.
RIVER RD.
P.I. = 13+18.03 "W-ENT"
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"
P.C.C. = 12+86.77 "W-ENT"S33°53'44"ES0°49'18"WS30°53'40"ELine "W-EXIT"Line "W-ENT"18
P
R/W50' R/W
App. PLApp. PLApp. PL10" pvc
CURVE DATA
P.I. = 13+18.03 "W-ENT"
Delta = 34°43'02" Rt.
R = 100.00 ft
T = 31.26 ft
L = 60.59 ft
E = 4.77 ft
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
1+002+003+00
0+00Line "B"
P.O.C. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Line "PR-A1
"
N47°00'40"
E 64+00Line "PR-A2"N63°04'33"E
P
18
P
1
0
'
6'
P
P
16'12'16'16'20'16'6'10'Str. No. 27, +50 "PR-A1"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 29, +58 "PR-A1"
Inlet Type 'M-10' with
56' of 12" RCP Req'd.Str. No. 28, +50 "PR-A1"
Inlet Type 'A-R4342' with
11' of 12" RCP Req'd.
Str. No. 31, +75 "PR-A1"
Inlet Type 'M-10' with
28' of 12" RCP Req'd.
Str. No. 30, +83 "PR-A1"
Manhole Type 'C-4' with
220' of 24" RCP &
1 Pipe End Section Req'd.
Str. No. 32, 0+65 "PR-A2"
Manhole Type 'C-4' with
92' of 24" RCP Req'd.
Str. No. 36, +85 "PR-A2"
Manhole Type 'C-4' with
220' of 24" RCP Req'd.
Str. No. 37, +85 "PR-A2"
Inlet Type 'M-10' with
22' of 12" RCP Req'd.
Str. No. 38, +93 "PR-A2"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 33, +77 "PR-A2"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.Str. No. 35, +85 "PR-A2"
Inlet Type 'M-10' with
27' of 12" RCP Req'd.
Str. No. 83, +68 "W-ENT"
Adjust Casting to Grade
R/
W
FUTURE LANES AND PATH
F
Proposed Path/Drainage E
s
m
n
t
.
Indianapolis Water Co. Easement
+09.87 "PR-A1"
65'
45' R/W "PR-A
1
"
45' R/W "PR-A1"
+P.T.(55.79) "PR-A1"
45'
+85 "PR-A1"
45'
+40 "W-EXIT"
35'35' R/W+90 "PR-A2"
70'
+30 "PR-A2"
50'
P.O.C. 0+39.27 "B"
= P.O.T. 62+24.02 "PR-A"
P.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.T. 62+37.94 "PR-A2"
= P.O.C. 0+62.48 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"
Str. No. 32A, 1+54 "B"
Manhole Type 'C-4' with
2' of 24" RCP &
4' of 12" HDPE Req'd.CHERRY CREEK BLVD.Str. No. 32B, 1+60 "B"
Manhole Type 'C-4' with
135' of 24" RCP Req'd.
Str. No. 32C, 1+57 "B"
Aqua Swirl Type 'AS-6' with
4' of 12" HDPE Req'd.6'
Handhole #4
60+94 "PR-A"
Handhole #6
62+55 "PR-A"
Handhole #5
61+09 "PR-A"
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 65+00 "PR-A"19MATCH LINE 58+75 "PR-A"MATCH LINE 13+00 "W-EXIT"
66+0067+0068+0069+0070+00(grvl)
Falcon Nest II LLC
Connor Prairie
Foundation Inc.
RIVER RD.
Line "
P
R
-
A
"
Line "PR
-
A
"16'16'20'Exist. 50' R/W
50' R/W
N59°
3
0
'
0
6
"
E
"
P
R
-
A
"
P.I. = 67+30.66 "PR-A"
CURVE DATA
P.I. = 67+30.66 "PR-A"
Delta = 37°39'59" Lt.
R = 550.00 ft
T = 187.59 ft
L = 361.57 ft
E = 31.11 ft
Normal Crown
N21°50'
0
7
"
E
"
P
R
-
A
"
18
26
K
K
18
15
15
10" pvc
10" pvc
10
"
p
v
c
P.C. 65+43.07 "PR-A"
= P.O.C. 65+43.07 "PR-A2"
P.C. = 65+08.76 "PR-A2"
P.T. = 69+04.64 "PR-A"
Constr
.
L
i
m
i
t
s
Constr. Limits
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec.
2
3
,
T
1
8
N
,
R
4
E
Clay
T
o
w
n
s
h
i
p
Hamil
t
o
n
C
o
u
n
t
y
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Constr. Limits
P.I. = 65+25.92 "PR-A2"
CURVE DATA
P.I. = 65+25.92 "PR-A2"
Delta = 3°34'27" Lt.
R = 550.00 ft
T = 17.16 ft
L = 34.31 ft
E = 0.27 ft
Normal Crown
P
P
P
6'10'Str. No. 38, +93 "PR-A2"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 33, +77 "PR-A2"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 35, +85 "PR-A2"
Inlet Type 'M-10' with
27' of 12" RCP Req'd.
Str. No. 43, +50 "PR-A"
Inlet Type 'J-10' with
22' of 12" RCP Req'd.
Str. No. 42, +50 "PR-A"
Manhole Type 'C-4' with
165' of 21" RCP Req'd.
Str. No. 41, +50 "PR-A"
Inlet Type 'M-10' with
27' of 15" RCP Req'd.
Str. No. 40, +50 "PR-A"
23' of 12" RCP and
1 Pipe End Section Req'd.
Str. No. 45, +50 "PR-A"
Inlet Type 'A-R4342' with
25' of 12" RCP Req'd.
Str. No. 46, +50 "PR-A"
Inlet Type 'M-10' with
22' of 12" RCP Req'd.
Str. No. 49, +58 "PR-A"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 39, +72 "PR-A"
No Work Req'd.
Str. No. 44, +02 "PR-A"
No Work Req'd.15' Pro
p
o
s
e
d
P
a
t
h
/
D
r
ai
n
a
g
e
E
a
s
e
m
e
n
t
Indianapolis Water Co. Easement
+P.C. (08.76) "PR-A2"
50'
+P.T. (04.64)
50'50' R/W
+P.L.
P.L.'
R/WApp. PL+P.L.
50.00'
Str. No. 42A, +20 "PR-A"
Manhole Type 'C-4' with
171' of 21" RCP Req'd.
Harvest
Bi
b
l
e
C
h
a
p
e
l
o
f
North In
d
i
a
n
a
p
ol
i
s
I
n
c
.
Handhole #7
66+55 "PR-A"
66' x 4' ScourStop Turf Reinforcement Mat
4' x 4' ScourStop Transition Mat
+42+08PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 70+50 "PR-A"20MATCH LINE 65+00 "PR-A"
72+0073+0074+0075+0076+00(conc)
(grvl)
(conc)
(asph)(asph)
(asph)
(grvl)
18" rcp
18" rcp
App. Exist. R/WApp. PLConnor Prairie
Foundation Inc.
App. Exist. R/W
Harvest Bible Chapel of
North Indianapolis Inc.
RIVER RD.
C.P. 105 T.B.M. 407
Line "PR-A"16'16'20'10'Exist. 50' R/W
N21°50'07"E "PR-A"
18
15
18
15
K
K
26
10" pvc
8" pvc 8" pvc
Constr. Limits
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Constr. Limits71+006'P +43
34'+94
38'R310'R1,052'Str. No. 45, +50 "PR-A"
Inlet Type 'A-R4342' with
25' of 12" RCP Req'd.
Str. No. 46, +50 "PR-A"
Inlet Type 'M-10' with
22' of 12" RCP Req'd.
Str. No. 49, +58 "PR-A"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 48, +50 "PR-A"
Inlet Type 'M-10' with
27' of 12" RCP Req'd.
Str. No. 50, +58 "PR-A"
Inlet Type 'J-10' with
5' of 12" RCP Req'd.
Str. No. 47, +50 "PR-A"
Manhole Type 'C-4' with
230' of 21" RCP Req'd.
Str. No. 53, +00 "PR-A"
Manhole Type 'C-4' with
250' of 15" RCP Req'd.
Str. No. 52, +00 "PR-A"
Inlet Type 'J-10' with
22' of 12" RCP Req'd.
Str. No. 54, +00 "PR-A"
Inlet Type 'J-10' with
27' of 12" RCP Req'd.
Str. No. 58, +50 "PR-A"
Inlet Type 'J-10' with
22' of 12" RCP Req'd.
Str. No. 59, +50 "PR-A"
Inlet Type 'J-10' with
27' of 12" RCP Req'd.
Str. No. 51, +28 "PR-A"
No Work Req'd.
Str. No. 55, +70 "PR-A"
No Work Req'd.
Str. No. 56, +00 "PR-A"
50' of 12" RCP and
2 Pipe End Sections Req'd.
Indianapolis Water Co. Easement
+P.L.
P.L.'R/W R/W To Be Dedicated
Class V
+21, W=20'
Str. No. 61, +21 "PR-A"
34' of 18" RCP and
2 Pipe End Sections Req'd.
Remove
Remove
Str. No. 57, +50 "PR-A"
Manhole Type 'C-4' with
250' of 12" RCP Req'd.
Harvest Bible Chapel of
North Indianapolis Inc.
Handhole #8
70+55 "PR-A"
Handhole #9
74+55 "PR-A"
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 76+50 "PR-A"21MATCH LINE 70+50 "PR-A"
77+0078+0018" rcp
18" rcp
18" rcp
(asph)
(asph)
(asph)
(grvl)(grvl)App. Exis
t
.
R
/
W
App. Exist. R/W
App. Exi
s
t
.
R
/
W
ZConnor Prairie
Foundation Inc.
C.P. 152
Line "PR-A"
Line "PR-
A
"
CURVE DATA
P.I. = 77+84.50 "PR-A"
Delta = 13°44'20" Rt.
R = 1000.00 ft
T = 120.47 ft
L = 239.79 ft
E = 7.23 ft
Normal Crown
P.I. = 77+84.50 "PR-A"
N35°34'
2
8
"
E
"
P
R
-
A
"+14+14+1426'26'+01+1838'10'16'10'+05+04K
K
18
18
P.C. = 76+64.03 "PR-A"
P.T. = 79+03.82 "PR-A"+05+14Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Harvest Bible Chapel of
North Indianapolis Inc.
15
15
K
R
15
15
18
18
Constr. Limits
Constr. Limits79+0080+0081+0082+00RIVER
R
D
.16'16'20'10'38'16'16'20'+85
55'R1,052'+13
53'+83
62'+95
60'
+70
51'
+70
66'R20'R110'R300'P
P
26
26
C
C
Comm. Dr.
+63, W=63'
Str. No. 65, +25 "PR-A"
Inlet Type 'J-10' with
52' of 12" RCP Req'd.
Str. No. 64, +25 "PR-A"
Inlet Type 'M-10' with
18' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 67, +60 "PR-A"
Inlet Type 'M-10' with
52' of 12" RCP Req'd.
Str. No. 60, +22 "PR-A"
No Work Req'd.24'+34
56'10'Str. No. 63, +03 "PR-A"
Inlet Type 'M-10' with
15' of 12" RCP Req'd.Str. No. 62, +03 "PR-A"
Manhole Type 'C-4'
Connect to Exist. 18" Pipe
F
P
P
C
Str. No. 61A, +19 "PR-A"
30' of 15" RCP and
2 Pipe End Sections Req'd.
+25
55'
+08
52'R90'R50'R50'Modified
Class III
+89, W=12'
Modified
Class III
+19, W=12'10'10'Str. No. 61B, +89 "PR-A"
31' of 15" RCP and
2 Pipe End Sections Req'd.
Str. No. 63A, +64 "PR-A"
Inlet Type 'A-R4342' with
38' of 12" RCP Req'd.
Remove
Remove
Handhole #10
78+55 "PR-A"
Handhol
e
#
1
1
82+55 "
P
R
-
A
"
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
Adjust Valve
to Grade
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 82+50 "PR-A"22MATCH LINE 76+50 "PR-A"
83+0085+0018" rcp24" rcp
24" rcp
App. Exist. R/W
App. Exist. R
/
WApp. PLApp. PL24" rcp
Harvest Bible Chapel of
North Indianapolis Inc.
KLC Realty LLC
RIVER RD.16'16'20'10'N35°34'28"E "PR-A"
CURVE DATA
P.I. = 86+70.63 "PR-A"
Delta = 35°28'47" Lt.
R = 730.00 ft
T = 233.53 ft
L = 452.04 ft
E = 36.44 ft
Normal Crown
P.I. = 86+70.63 "PR-A"4'10'20'16'+72+34
K
R15
18
15
26 +72P.C. = 84+37.10 "PR-A"38'Sec. 23, T18N, R4E
Clay Township
Hamilton County
Sec. 23, T18N, R4E
Clay Township
Hamilton County
KLC
Realty L
L
C
Connor Prairie
Foundation Inc.
18
15
K
15
15
Constr.
Li
mits
Constr. Limits
Constr. Limits
N0°0
5'
4
0"
E "
P
R-
A"84+0086+0087+00+72+30R
K
R1
P
K
18
P
Str. No. 69, +66 "PR-A"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.
Str. No. 67, +60 "PR-A"
Inlet Type 'M-10' with
52' of 12" RCP Req'd.
Str. No. 68, +66 "PR-A"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.
Str. No. 66, +60 "PR-A"
Inlet Type 'M-10' with
16' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 72, +50 "PR-A"
Inlet Type 'J-10' with
15' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 70, +04 "PR-A"
Inlet Type 'E-7' with
24' of 18" RCP Req'd.
24" rcp
Str. No. 71, +06 "PR-A"
No Work Req'd.
Str. No. 73, +40 "PR-A"
Adjust Casting to Grade
Str. N
o.
7
4,
+
3
1 "
P
R-
A"
No W
or
k
R
e
q'
d.
Line "PR-A"
R
Handhole #11
82+55 "PR-A"
Handhole #12
86+55 "PR-A"+7018
18
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
4' x 8' ScourStop Transition Mat
Adjust Valves
to Grade
Adjust Hydrant
to Grade
Adjust Valve
to Grade
Adjust
V
al
v
es
to Grad
e
Adjust
H
y
dr
a
nt
to Gr
a
d
e
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 88+50 "PR-A"23MATCH LINE 82+50 "PR-A"
89+0090+0091+0092+00(grvl)
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. PL24" rcp
24" rcp 24" rcp
12" rcp??" rcp??" rcpRIVER RD.
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Connor Prairie
Foundation Inc.
L & Q Realty LLC
C.P. 119
T.B.M. 408
Line "PR-A"
N0°05'40"E "PR-A"+95END PROJECT
90+55.00 "PR-A"+7229'29'P.T. = 88+89.14 "PR-A"
Constr. Limits
Sec. 23, T18N, R4E
Clay Township
Hamilton County
KLC Realty LLC
18
15
Constr. Limits
Constr. Limits
K
R1
K
R1+132'P
Str. No. 74, +31 "PR-A"
No Work Req'd.Str. No. 75, +85 "PR-A"
No Work Req'd.
Str. No. 77, +56 "PR-A"
Furnish Type 2 Casting
and Adjust to Grade
Str. No. 76, +56 "PR-A"
Furnish Type 3 Casting
and Adjust to Grade
Str. No. 78, +56 "PR-A"
No Work Req'd.146TH ST.R
Handhole #13
90+55 "PR-A"
Adjust Valves
to Grade
Adjust Hydrant
to Grade
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "PR-A"
1"=20'
MATCH LINE 88+50 "PR-A"24
62+0063+0015
Sec. 23, T18N, R4E
Clay Township
Hamilton County
Line
"W
-ENT
"
Falcon Nest II
LLC
Falcon Nest II
LLC
N9
0
°
0
0
'
0
0
"
E
S33°53'44"EP.I. = 11+23.41 "W-ENT"
P.C. = 9+28.38 "W-ENT"
16'
10'6'
16'10'6'
BEGIN CONSTRUCTION
10+87.76 "W-ENT"S30°53'40"ELine "W-EXIT"P.I. = 11+63.60 "W-EXIT"CURVE DATA
P.I. = 11+63.60 "W-EXIT"
Delta = 34°23'49" Rt.
R = 250.00 ft
T = 77.38 ft
L = 150.08 ft
E = 11.70 ft
CURVE DATA
P.I. = 11+23.41 "W-ENT"
Delta = 56°06'16" Rt.
R = 366.00 ft
T = 195.03 ft
L = 358.39 ft
E = 48.72 ft
12+00
11+
0
0
P.T. = 12+36.31 "W-EXIT"
S
6
5
°
1
7
'
3
0
"
E
BEGIN CONSTRUCTION
P.O.C. 10+86.22 "W-EXIT" =
O.P.O.C. 68.00 Lt., 10+86.22 "W-ENT"
2618
18
15
15
15 35' R
/W35' R/WConstr. Limits
Constr. Limits
Constr. LimitsApp. PLApp. P
L
10"
pvc
10"
p
v
c
64+00P
P
K
R1
R1
K
K
K
R1
P
P
K
K
K
+62
Str. No. 82, +00 "W-ENT"
Inlet Type 'M-10' with
37' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 81, +00 "W-EXIT"
Inlet Type 'M-10' with
38' of 12" RCP &
1 Pipe End Section Req'd.
Str. No. 79, +72 "W-ENT"
No Work Req'd.
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/W
A
p
p
.
E
x
i
s
t
.
R
/
W
A
p
p
.
E
x
i
s
t
.
R
/W
App.
P
L
Ap
p
.
E
x
i
s
t
.
R
/
W
Ap
p
.
E
x
i
s
t
.
R
/
W
App.
Ex
is
t
.
R/W
+P.T. (36.31) "W-EXIT"
35'
+00 "W-EXIT"
35'
+R/W "W-EXIT"
R/W
+R/W "W-ENT"
R/W
R/WR/W
Str. No. 80, +06 "W-EXIT"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.
Str. No. 82A, +06 "W-ENT"
Inlet Type 'J-10' with
3' of 12" RCP Req'd.CHERRY CREEK BLVD.Handhole #14
10+90 "W-ENT"
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
PROPOSED LEGEND
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CONSTRUCTION DETAILS.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettCONSTRUCTION DETAILS
LINE "W-EXIT" & "W-ENT"
1"=20'
25
MATCH LINE 13+00 "W-EXIT"
59+0060+0061+0062+0063+00RIVER RD.
RIVER RD.
16'10'6'Line "W-EXIT"Line "W-ENT"1+002+003+0
0
0+00Line "B"
Line "PR-A
1
"64+00Line "PR-A2"16'12'16'16'16'1.5%
1.8%0.9%2.
0%
0.6%1.5%1.8%2.0%2.1%2.0%2.1%
1.9
%1.0%0.8%2.0%755.62
0.52%
755.15
0.52%
755.24
0.50%
754.94
1.86%2.0%755.39
V.C.2.0%755.04
1.3
3
%
754.03
V.C.
753.61
754.85
0.96
%
753.44
1.75%
2.0%
754.73
754.65
2.0%
752.25
16'2.00%2.00%2.00%2.0%0.52%
754.94 65+0013+00
13+00
0.52%
754.98
754.77
754.77
Line "B"
+37.29 "PR-A2"
26.00' Lt.20'+98 "W-ENT"
27.57' Rt.
+49.36 "B"
18.00' Rt.0.50%0.8%1.5%
0.2%2.0%2.0%1.1
%
2.0%
0.66%
0.66
%
+53.80 "PR-A1"
27.54' Rt.
+43.11 "PR-A1"
10.00' Rt.
0.12%
+75 "PR-A1"
25.06' Lt.
0.50%
+15.49 "PR-A1"
31.06' Lt.1.53%
1.5%
752.84
752.99
1.5%1.5%
753.75
753.60
+58.26 "W-ENT"
16.00' Rt.
754.06
753.53
+06.16 "W-ENT"
20.25' Rt.3.03%+39.46 "W-ENT"
21.61' Rt.
755.36 1.21%
+30.05 "B"
18.00' Rt.
1.86%
+60.04 "PR-A2"
26.88' Rt.
1.5%1.5%V.C.
+51.88 "PR-A2"
69.27' Lt.
+33.09 "W-EXIT"
16.00' Lt.
754.85
+75.61 "B"
18.00' Rt.
+68.84 "B"
18.00' Rt.0.77%755.37
0.50%0.73%
+29.93 "PR-A2"
10.00' Lt.V.C.
761.00
12'
75
8
"W-ENT"
751
755
751
755
13+00 13+55
"PR-A2"
750
755
63+00 64+00 65+00
-1.86%
62+53.14
755.59
PVI STA: 65+00.00
PVI ELEV: 751.00
VCL: 420.00
"PR-A1"
753
755
753
755
61+00 61+30
61+25
755.44
+0.52%
PVI STA: 60+75.00
PVI ELEV: 755.18
VCL: 70.00
+3.01%
+2.00%
"W-EXIT"
751
755
751
755
13+8512+75752.8513+10753.9013+47.37754.65+2.11%
+2.00%13+40753.9013+81.33754.73"B"
753
755
753
755
1+00 2+00 3+00 3+58
-0.50%+0.54%
EQ: Sta. 0+00.00
= 3+58.14
EQ: Sta. 3+58.14
= 0+00.00
See Plan & Profiles for
continuation of profile
See Plan & Profiles for
continuation of profile
See Plan & Profiles for
continuation of profile
See Plan & Profiles for
continuation of profile
+0.52%
Line "W-EXIT"
Line "W-ENT"
Line "PR-A1"
Line "B"
Line "PR-A2"0+00755.881+85754.953+58.14755.88M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: SPOT ELEV.dwgDATE/USER: 1/9/2017 2:22 PM / TbennettSPOT ELEVATIONS
1"=20'
26
59+0060+0061+0062+0063+00RIVER RD
.
RIVER RD.Line "W-EXIT"Line "W-ENT"1+002+003+0
0
0+00Line "PR-A
1
"64+00Line "PR-A2"65+00Line "B"
Line "PR-A"
P.O.T. 61+51.55 "PR-A"
= P.O.T. 3+18.87 "B"
P.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.C. 62+37.94 "PR-A2"
= P.O.T. 0+62.48 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"CHERRY CREEK BLVD.755
750746 757
755
757756755
751
753
755
754
755
75
7
755
754
757
757
75
7
7
5
5
75
3
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: RAB CONTOUR SHEETS.dwgDATE/USER: 1/10/2017 8:34 AM / MmastersonEXISTING CONTOURS
1"=20'
27
59+0060+0061+0062+0063+00RIVER RD
.
RIVER RD.Line "W-EXIT"Line "W-ENT"1+002+003+0
0
0+00Line "PR-A
1
"64+00Line "PR-A2"65+00Line "B"
Line "PR-A"
P.O.T. 61+51.55 "PR-A"
= P.O.T. 3+18.87 "B"
P.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.C. 62+37.94 "PR-A2"
= P.O.T. 0+62.48 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"CHERRY CREEK BLVD.CROSS SECTION
MATCH LINE
STA. 63+37 "PR-A2"
CROSS SECTION
MATCH LINE
STA. 63+50 "PR-A1"
CROSS SECTION
MATCH LINE
STA. 12+58 "W-ENT"
CROSS SECTION
MATCH LINE
STA. 13+33 "W-EXIT"
EARTHWORK FOR AREA WITHIN THESE MATCH LINES ARE
CALCULATED IN CIVIL 3D TAKING THE PROPOSED
CONTOURS ON THIS SHEET AND SUBTRACTING THE
PROPOSED PAVEMENT DEPTH AND THE EXISTING
CONTOURS ON SHEET 27.
RAW EARTHWORK
CUT = 3555 CYDS
FILL = 276 CYDS
SEE CROSS SECTIONS FOR EARTHWORK QUANTITIES
OUTSIDE OF MATCH LINES SHOWN HERE.CHERRY CREEK BLVD.755755
755
755
755
7
5
6
756 755CROSS SECTION
MATCH LINE
STA. 12+58 "W-ENT"
CROSS SECTION
MATCH LINE
STA. 13+33 "W-EXIT"754755751756756
754
7
5
7
754
753
7557
61
757
7
6
0
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: RAB CONTOUR SHEETS.dwgDATE/USER: 1/10/2017 8:34 AM / MmastersonPROPOSED CONTOURS
1"=20'
28
59+0060+0061+0062+0063+00P.O.T. 57+81.39 "PR-A"
= P.C. 57+81.39 "PR-A1"
RIVER RD.
16'10'6'Line "W-EXIT"Line "W-ENT"1+002+003+0
0
0+00Line "PR-A1"
Line "PR-A
1
"64+00Line "PR-A2"16'12'16'16'16'16'
13+00
13+00
Line "B"19'16.9'20'18.9'18.6
'
21.
6
'
22.2'
18' (Typ)
6'10'10'6'10'10'45'10'Line "PR-A"R=110'R=100'R=798'R=
1
1
5
'
R=13
0'R=100'R=110'R=80'
R=57'
R=
3
.
5
'
R=75'R=75'R=1
0
0
'
+18.72 "PR-A1"
20.54' Lt.
+20.01 "PR-A1"
4.59' Lt.
+91.01 "PR-A1"
26.37' Lt.
+18.54 "PR-A1"
12.54' Lt.
+43.11 "PR-A1"
10.00' Rt.
+36.31 "PR-A1"
26.00' Rt.
+08.52 "PR-A1"
31.56' Rt.
+00 "PR-A1"
55.00' Lt.
+50 "PR-A1"
47.00' Lt.
+00 "PR-A1"
40.00' Lt.
+90.37 "PR-A1"
34.35' Lt.
+50 "PR-A1"
55.50' Lt.
+81.39 "PR-A1"
56.50' Lt.R=826'R=782'R=810'+39.35 "W-ENT"
0.00'
+86.77 "W-ENT"
0.00'
+58.26 "W-ENT"
16.00' Rt.
+38.18 "W-ENT"
0.00' Rt.
+72.50 "W-EXIT"
0.00'
+76.26 "W-EXIT"
0.00'
+43.05 "W-EXIT"
24.41' Lt.
+33.09 "W-EXIT"
16.00' Lt.
+07.75 "W-ENT"
28.42' Rt.
+13.15 "W-ENT"
10.58' Lt.
+37.29 "PR-A2"
26.00' Lt.
+29.93 "PR-A2"
10.00' Lt.
+66.10 "PR-A2"
30.41' Lt.
+88 "PR-A2"
38.99' Lt.
+58.52 "PR-A2"
10.00' Rt.
+71.89 "PR-A2"
26.00' Rt.
+30.05 "B"
18.00' Rt.
+30.54 "B"
18.00' Rt.+00.89 "PR-A1"
49.65' Rt.
+64.15 "B"
18.00' Rt.
+89.42 "B"
18.00' Rt.
+60.67 "B"
18.00' Rt.
+90.54 "B"
18.00' Rt.
+54.65 "B"
18.00' Rt.
+83.03 "B"
18.00' Rt.
+81.39 "PR-A1"
26.00' Rt.
+81.39 "PR-A1"
10.00' Rt.
+81.39 "PR-A1"
2.00' Lt.
+81.39 "PR-A1"
18.00' Lt.
P.O.T. 61+51.55 "PR-A"
= P.O.T. 3+18.87 "B"
+87.78 "PR-A"
44.00' Lt.6'10'(
T
y
p
)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: GEOMETRIC SHEET.dwgDATE/USER: 12/1/2016 3:24 PM / TbennettGEOMETRIC SHEET
1"=20'
29
43+0042+0044+0045+0046+0047+0048+00COMMUNITY DR.RIVER RD.Line "PR-A"12'BEGIN PROJECT
44+79.00 "PR-A"
45
12'11.5'45
45
45+04+94+84+9416'16'42
42
B "40 mph"
47+58 "PR-A"B48+64 "PR-A"
OM3
B
OM3
48+34 "PR-A"
PAVEMENT MARKING LEGEND
Line, Thermoplastic, Solid Yellow, 4 Inches43
Line, Thermoplastic, Solid White, 4 Inches42
Transverse Marking, Thermoplastic, Crosswalk, White, 24 Inches41
45 Lane Indication Arrow, White, Thermoplastic Transverse Marking
SIGNING LEGEND
A No Change Required To Exist. Sign & Supports
B Remove Exist. Sheet Sign & Supports
47
46 Line, Thermoplastic, Dotted White, 12 in., 2' Line, 2' Gap
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches
C Relocate Exist. Sign On New Post(s)
D New Sign And Post(s)50+0051+0052+0053+0054+0055+0056+00RIVER RD.Line "PR-A"16'16'48+34 "PR-A"
B
OM3
49+51 "PR-A"
B
OM3
50+38 "PR-A"
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PM&SIGNING.dwgDATE/USER: 12/6/2016 1:49 PM / MmastersonPAVEMENT MARKINGS
& SIGNING
1"=30'MATCH LINE 49+00 "PR-A"30MATCH LINE 56+50 "PR-A"MATCH LINE 49+00 "PR-A"
57+0058+0059+0060+0061+0062+0063+00RIVER RD.
Line "PR-A"16'16'+73
46
46
46
41 41
47
47
47
43
43
43
W11-2
W16-7P
R1-2
R1-2
R1-2
D
D
D13+03 "W-ENT"
13+40 "W-ENT"
13+36 "W-ENT"
D
13+27 "W-ENT"
D1-1d(2)
D 62+83 "PR-A"
62+61 "PR-A"
D1-1d(1)
D
D 62+67 "PR-A"
43
D
D
61+00 "PR-A"
61+10 "PR-A"
61+09 "PR-A"
D1-1d(1)D
D
D
D
61+66 "PR-A"
61+51 "PR-A"
62+28 "PR-A"R6-1R
R6-4a
B
"35 MPH"
61+95 "PR-A"
C
"One Way"
10+48 "W-ENT"
A
"30 mph"
10+70 "W-EXIT"43
43
A
+38Line
"W
-ENT
"Line
"W
-EX
IT
"
+89
+57
+86+75+2811'
16'
16'16'16'M.P.H.
W16-8P (1)
W2-6
W13-1P
CHERRY CREEK BLVD.
D
57+50 "PR-A"
13+60 "W-EXIT"
W11-2
W16-7PCHEERY CREEK BLVD.M.P.H.
W16-8P (2)
W2-6
W13-1P
RIVER ROAD
D
10+00 "W-ENT"
59+00 "PR-A"
R2-1(40)
D
D
PAVEMENT MARKING LEGEND
Line, Thermoplastic, Solid Yellow, 4 Inches43
Line, Thermoplastic, Solid White, 4 Inches42
Transverse Marking, Thermoplastic, Crosswalk, White, 24 Inches41
45 Lane Indication Arrow, White, Thermoplastic Transverse Marking
SIGNING LEGEND
A No Change Required To Exist. Sign & Supports
B Remove Exist. Sheet Sign & Supports
47
46 Line, Thermoplastic, Dotted White, 12 in., 2' Line, 2' Gap
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches
C Relocate Exist. Sign On New Post(s)
D New Sign And Post(s)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PM&SIGNING.dwgDATE/USER: 12/6/2016 1:49 PM / Mmasterson1"=30'MATCH LINE 64+00 "PR-A"31MATCH LINE 56+50 "PR-A"PAVEMENT MARKINGS
& SIGNING
65+0066+0067+0068+0069+0070+00RIVER RD.
Line "PR-A"16'16'R1-262+83 "PR-A"
62+67 "PR-A"16'16'B
"Arrow Sign"
67+00 "PR-A"
B
"Arrow Sign"
67+84 "PR-A"
M.P.H.
W16-8P (1)
W2-6
W13-1P
CHERRY CREEK BLVD.
D
66+20 "PR-A"
R2-1(40)
64+50 "PR-A"D
72+0073+0074+0075+0076+0077+0078+00RIVER RD.
Line "PR-A"16'16'26'B
B
"Arrow Sign"
73+44 "PR-A"
72+62 "PR-A"
"Arrow Sign"
B
"40 mph"
76+70 "PR-A"+14+244542
45
14'12'PAVEMENT MARKING LEGEND
Line, Thermoplastic, Solid Yellow, 4 Inches43
Line, Thermoplastic, Solid White, 4 Inches42
Transverse Marking, Thermoplastic, Crosswalk, White, 24 Inches41
45 Lane Indication Arrow, White, Thermoplastic Transverse Marking
SIGNING LEGEND
A No Change Required To Exist. Sign & Supports
B Remove Exist. Sheet Sign & Supports
47
46 Line, Thermoplastic, Dotted White, 12 in., 2' Line, 2' Gap
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches
C Relocate Exist. Sign On New Post(s)
D New Sign And Post(s)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PM&SIGNING.dwgDATE/USER: 12/6/2016 1:49 PM / MmastersonMATCH LINE 71+00 "PR-A"32MATCH LINE 64+00 "PR-A"MATCH LINE 78+50 "PR-A"MATCH LINE 71+00 "PR-A"1"=30'
PAVEMENT MARKINGS
& SIGNING
79+0080+0081+0082+0083+0085+0087+0084+00RIVER RD.
Line "PR-A"16'16'45 42
+14+9245
45 45
45
14'12'12'14'12'+05+15+05+9542
42
B
"Arrow Sign"
81+09 "PR-A"
B 83+37 "PR-A"87+0088+0089+0090+0091+0092+00RIVER RD.
Line "PR-A"16'16'END PROJECT
90+55.00 "PR-A"146TH STREETA
"40 mph"
86+78 "PR-A"
43
43
42
45
45
43
+73+13+03+9220'12'16'A
"Arrow Sign"
90+99 "PR-A"
PAVEMENT MARKING LEGEND
Line, Thermoplastic, Solid Yellow, 4 Inches43
Line, Thermoplastic, Solid White, 4 Inches42
Transverse Marking, Thermoplastic, Crosswalk, White, 24 Inches41
45 Lane Indication Arrow, White, Thermoplastic Transverse Marking
SIGNING LEGEND
A No Change Required To Exist. Sign & Supports
B Remove Exist. Sheet Sign & Supports
47
46 Line, Thermoplastic, Dotted White, 12 in., 2' Line, 2' Gap
Transverse Marking, Thermoplastic, White Yield Line, 27 Inches
C Relocate Exist. Sign On New Post(s)
D New Sign And Post(s)
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: PM&SIGNING.dwgDATE/USER: 12/6/2016 1:49 PM / Mmasterson1"=30'MATCH LINE 86+00 "PR-A"33MATCH LINE 78+50 "PR-A"MATCH LINE 86+00 "PR-A"PAVEMENT MARKINGS
& SIGNING
43+0042+0044+0045+0046+0047+0048+00(grvl)(sign)12" rcp12" rcp27" Conc.(riprap)
App. Exist. R/W
App. Exist. 45' R/W
A
p
p
.
P
L COMMUNITY DR.RIVER RD.Line "PR-A"
18" plastic
Constr. Limits
Indianapolis Water
Company Easement VariesExist. 50' R/W
Constr. Limits
Str. No. 15 Str. No. 18
Str. No. 19
Str. No. 12
Str. No. 11
Str. No. 13
Str. No. 16Str. No. 14
Str. No. 10
Str.No. 17
Proposed Path/Drainage Easement
Silt Fence
Silt Fence
BEGIN PROJECT
44+79.00 "PR-A"
1
1
11
1
1
1
1
745
750
744746747748
749
7
5
1
75
2
740740
745745750741741742742743743744744
7467467477487497517524' x 4' ScourStop Transition Mat
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY RIPRAP CHECK DAM, MODIFIED
EROSION CONTROL BLANKET
1
50+0051+0052+0053+0054+0055+0056+00(riprap)
18" plastic
App. Exist. 45' R/W
RIVER RD.
Line "A"
Line "PR-A"
Exist. 50' R/W
18" plastic
Constr. Limits
Constr. Limits
N59°30'06"E "PR-A"
Str. No. 21
Str. No. 22
Str. No. 18
Str. No. 19
Str.No. 20
Str.No. 23 Str.No. 24
Proposed Path/Drainage Easement
Silt Fence
Silt Fence
1
1
1
1
+60+80+00+50745744
745750755743744746747748749751752753754756757757745745
750
750 755755746 746
747
747
748
748749
749
751
751752
752753
753754
7544' x 4' ScourStop Transition Mat
8' x 12' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: EC LINE PR-A.dwgDATE/USER: 1/11/2017 1:10 PM / TybennettEROSION CONTROL
LINE "PR-A"
1"=30'MATCH LINE 49+00 "PR-A"34MATCH LINE 56+50 "PR-A"MATCH LINE 49+00 "PR-A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY RIPRAP CHECK DAM, MODIFIED
EROSION CONTROL BLANKET
157+0058+0059+0060+0061+0062+0063+00(conc)
(grvl)
App. Exist. 45' R/W App. PLRIVER RD.
Line "PR-A"R/W
R/W R/WConstr. Limits
Constr. Limits
10" p
v
c
Exist. 50' R/W
Constr. Limits
Line "PR-A2"
Line "PR-A1"
Line "B"0+001+002+003+00
P.O.T. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Str. No. 28
Str. No. 25
Str. No. 26
Str. No. 32
Str. No. 30
Str. No. 27 Str. No. 29
Str. No. 31
Proposed Path/Drainage Easement
R/W
App. PL
Proposed Path/Drainage Easem
e
n
t
Str. No. 32A
Silt Fence
Silt Fence
1
1
1
1 1
1 +00+00+40Str. No. 32B
Str. No. 32C
745
750755746
747 748749751752753 754755
753
754756 755 755755
754
756
7
5
6
756
757
757+8012' x 8' ScourStop Transition Mat
Aqua-Swirl Structure
65+0066+0067+0068+0069+0070+00(grvl)
RIVER RD.
Line "PR
-
A
"
Exist. 50' R/W
50' R/W
R/W
10" pvc
10" pvc
1
0
"
p
v
c
Constr. Limits
Constr. Limits
Line "
P
R
-
A
2
"
Line "
P
R
-
A
2
"
Str. No. 47
Str. No. 49
Str. No. 50
Str. No. 46
Str. No. 48
Str. No. 45
Str. No. 42
Str. No. 43
Str. No. 41
Str. No. 36
Str. No. 37
Str. No. 38
Str. No. 35
Str. No. 33
Str. No. 39
Str. No. 40
Str. No. 44
R/W
Propose
d
P
a
t
h
/
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
Str. No. 42A
R/WApp. PL
App. PL
App. PL
Silt Fence
Silt Fence
1
1
1
1
1+10+001
1
1
1
1
+75+60+50+00+00+40+60+001
755756
750750
755
751751
752752 753753753
754
756
757758
755
755753753754754756
756757
759
66' x 4' ScourStop Turf Reinforcement Mat
4' x 4' ScourStop Transition Mat
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: EC LINE PR-A.dwgDATE/USER: 1/11/2017 1:10 PM / TybennettEROSION CONTROL
LINE "PR-A"
1"=30'
1"=5'
35MATCH LINE 64+00 "PR-A"MATCH LINE 56+50 "PR-A"MATCH LINE 71+00 "PR-A"MATCH LINE 64+00 "PR-A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY RIPRAP CHECK DAM, MODIFIED
EROSION CONTROL BLANKET
172+0073+0074+0075+0076+0077+0078+00(conc)
(grvl)
(conc)
(asph)(asph)
(asph)
(grvl)
18" rcp
18" rcp
App. Exist. R/WApp. PLApp.
PL
App. Exist. R/W
RIVER RD.Line "PR-A"Line "PR-A"
Exist. 50' R/W
R/W
10" pvc
8" pvc 8" pvc
Constr. Limits
Constr. Limits
Str. No. 58
Str. No. 59
Str. No. 53Str. No. 52
Str. No. 54
Str. No. 55
Str. No. 51
App. PL
Str. No. 57+00+00+90+00Str. No. 56
1
1 1
1
+75Str. No. 61
+75+50+90760760
760
760
756
756
757
757758
758
759
759
7
5
9
755755
760756
756
757
757
758
758759
759
758759755
755
756
756
757
757758759+504' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
79+0080+0081+0082+0083+0085+0087+0018" rcp 18" rcp
18" rcp
18" rcp18" rcp
(asph)
(asph)(asph)
(grvl)
(grvl)
App. Exist. R/W App. Exist
.
R
/
W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R
/
WApp. PL84+00RIVER RD.
Line "PR-A"
Constr. Limits
Str. No. 63
Str. No. 62
Str. No. 65
Str. No. 64
Str. No. 72
Str. No. 68
Str. No. 69
Str. No. 67
Str. No. 66
Str. No. 70
Str. No. 71
Str. No. 63A+501
1
1 1 1 1
111
+90+00+90+10755
755
760
760
756
756
757
757
757
757
758
758
758
758
759
759
759
75
9
759
759
755
755
760
754754
756
756
757
757
758
758
759
761
1
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
4' x 4' ScourStop Transition Mat
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: EC LINE PR-A.dwgDATE/USER: 1/11/2017 1:10 PM / TybennettEROSION CONTROL
LINE "PR-A"
1"=30'
1"=5'
36MATCH LINE 78+50 "PR-A"MATCH LINE 71+00 "PR-A"MATCH LINE 86+00 "PR-A"MATCH LINE 78+50 "PR-A"
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY RIPRAP CHECK DAM, MODIFIED
EROSION CONTROL BLANKET
1
87+0088+0089+0090+0091+0092+0018" r
c
p
18" r
c
p
(grvl)
App. Exist. R/W
App. Exist. R/W
App.
E
x
i
s
t
.
R
/
W App. Exist. R/WApp. Exist. R/WApp. PL24" rcp
24" rcp 24" rcp
12" rcp??" rcp??" rcpRIVER RD.
Line "PR-A"
Constr. Limits
Constr. Limits
Str. No. 75
Str. No. 77
Str. No. 78
Str. No. 73 Str. No. 74
Str. No. 76
Silt Fence
END PROJECT
90+55.23 "PR-A"+00+551
1
1
75
7
757
75
8
75
8
75
9
75
9
759
76
0
7
6
0
760
760
760
7
6
0
760
757
757
758
758
758
759
759
759
759
759
761
7
6
1
76176
1
760
758758
759
759
4'
x
4
'
S
c
o
u
r
S
t
o
p
T
r
a
n
s
i
t
i
o
n
M
a
t
4' x 8' ScourStop Transition Mat
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: EC LINE PR-A.dwgDATE/USER: 1/11/2017 1:10 PM / TybennettEROSION CONTROL
LINE "PR-A"
1"=30'
1"=5'
37MATCH LINE 86+00 "PR-A"
10+00(conc)(grvl)App. PL
Sec. 23, T18N, R4E
Clay Township
Hamilton County RIVER RD.Line "PR-A"50' R/WR/W
R/W10" pvc10" pvc
10" pvc11+0012+0013+00Line "W-ENT
"
P.T. 13+47.36 "W-ENT" =
O.P.O.T. 115.48 Lt., 61+65.08 "PR-A"
BEGIN CONSTRUCTION
P.O.C. 10+86.22 "W-EXIT" =
O.P.O.C. 68.00 Lt., 10+86.22 "W-ENT"Line "W-EXIT"
Constr. Limits
Constr. Limits
0+001+002+00
3+00Line "B"
P.O.T. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Str. No. 81
Str. No. 82
Str. No. 79
Str. No. 83
App. PL
R/W
App. Exist. R/WApp. Exi
s
t
.
R
/
W
App.
E
xi
st.
R
/
W
App.
Exist.
R/
W
App.
Exist.
R/
W
App.
PL
App. Exi
s
t
.
R
/
W
Constr. Limits
Silt Fence
1
Str. No. 80
Str. No. 82A
1
1
1
Str. No. 32C
Aqua-Swirl Structure
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water Line
Water ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSign
Flag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood Fence
Wire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION
TEMPORARY RIPRAP CHECK DAM, MODIFIED
EROSION CONTROL BLANKET
1
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: EC-W-RAB.dwgDATE/USER: 1/11/2017 1:12 PM / TybennettEROSION CONTROL
LINE "W-ENT" & "W-EXIT"
1"=30'
1"=5'
38
146th St.River Rd.OcB2
OcB2
We
FxC3
FxC3
We
St
OcA
Begin Project
44+79 "PR-A"
End Project
90+55 "PR-A"
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 12/12/2016 8:46 AM / TbennettSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
SOIL MAP
39
End Project
90+55 "PR-A"
Begin Project
44+79 "PR-A"River Rd.146th St.
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 12/12/2016 8:46 AM / TbennettSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
FLOOD MAPS
40
SWPP CONSTRUCTION PLAN ELEMENTS
Metal pins or staples
to secure the
polythylene lining to
the straw bales
Polythylene lining (10 mil);
the lining should extend
over the straw bales
Straw bales entrenched
4 inches into the soil
Compacted
soil material
Metal pins or staples
to secure the
polythylene lining to
the straw bales
Wood or metal stakes to
secure the straw bales
(2 per straw bales)
Straw bale (alternate
materials or products may
be used to provide
structural containment)
SECTION A-A
Not to scaleL=10 FEETMetal pins or staples
to secure the
polythylene lining to
the straw bales
Wood or metal stakes
to secure the straw
bales (2 per straw
bale)
Straw bale (alternate
materials or products may
be used to provide
structural containment.
Alternative materials or
products will require design
modification.
Polythylene lining (10 mil);
the lining should extend over
the straw bales.AA
L = Inside Length
W = Inside Width PLAN VIEW
Not to scale
W=10 FEET
CONCRETE WASHOUT DETAIL
Not to scale
(5) The above table was provided for general information only to supplement information used in the Rule 5 permitting process. The contractor is responsible for material handling and spill mitigation procedures, including
concrete washout.
A1 - PLAN INDEX
Sheet 1.
A2 - PLAT NO. 1
Sheet 4 thru 6.
A3 - NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT
This project involves the reconstruction of River Road in Hamilton County from Community Drive to 146th
street.
A4 - VICINITY MAP
Sheet 1.
A5 - LEGAL DESCRIPTION
Sheet 1.
A6 - LOCATION OF LOTS AND SITE IMPROVEMENTS
All improvements are shown on the plans.
A7 - HYDROLOGIC UNIT CODE
05120201090010.
A8 - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS
Rule 5.
A9 - SPECIFIC POINTS WHERE STORM WATER DISCHARGE WILL LEAVE SITE
Sheet flow to new storm sewer which discharge into existing ditches.
A10 - LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE
Tunis Garrand Drain and West Fork White River.
A11 - IDENTIFICATION OF ALL RECEIVING WATERS
West Fork White River.
A12 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER
None.
A13 - 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES
Flood areas are identified in FIRM maps on sheet 40.
A14 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (100 YR STORM)
Q100 Pre = 58.26 cfs. Q100 Post = 64.95 cfs. Drainage being treated for Quantity and Quality thru the Legacy
Development
A15 - ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED
Land use is mostly agricultural and residential.
A16 - LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS
Reference the construction limits as shown on the plans.
A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER
Wooded land, farm land, trees, and lawn.
A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS
Soils map can be found on sheet 39.
A19 - LOCATIONS, SIZE, AND DIMENSION OF STORM WATER SYSTEMS
Storm sewer details are identified in the plans.
A20 - PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT
No off-site construction activities are anticipated to be associated with this project.
A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
Locations to be determined by Contractor and approved by the City of Carmel.
A22 - EXISTING TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS
Existing contours are shown on the plans.
A23 - PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS
Proposed contours are shown on the plans. See also cross sections.
B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid,
engine oils and lubricants, antifreeze, and other petroleum products. It is unavoidable for a small amount of
these pollutants to contaminate soil in the grading and construction of the side. Sediment pollution from the
site disturbing activities shall be remedied by erosion control measures (see following sections).
B2 - SEQUENCE DESCRIBING STORM WATER QUALITY MEASURES IMPLEMENTATION RELATIVE TO LAND
DISTURBING ACTIVITIES:
1. Prior to construction, site access, staging areas and contractor parking areas should be established in
accordance with the Indiana Department of Transportation (INDOT) Standard Specifications, Standard
Drawings and Guidelines.
2. Perimeter protection (silt fence) shall be placed as shown in the plans prior to any earthwork or other
construction activity. Perimeter protection will remain in place and be maintained during all phases of
construction. Construct or place concrete washout area.
3. Inlet protection shall be installed at all inlets (existing and proposed inlets once installed) and ditch checks
placed at locations shown in plans.
4. Construct intersection improvement, including sidewalks, curb ramps and lighting.
5. Final contours shall be sodded, mulch seeded, or an erosion control fabric placed per contract drawings.
6. Temporary erosion control measures shall be removed after vegetation has been established.
B3 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS
The Contractor shall provide a stable construction entrance at the points where construction traffic will enter
onto an existing road in accordance with INDOT Standard Specifications Section 205 "Temporary Erosion and
Sediment Control" and Section 205.03 "General Requirements." The construction entrances shall be in
accordance with details shown on this sheet.
B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
Silt fence and erosion control blanket locations are shown on the plans. Reference INDOT Standard
Specifications and Standard Drawing.
B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
Riprap check dam locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECD-01 and E 205-TECD-02.
B6 - STORM SEWER INLET PROTECTION MEASURES
Inlet protection measures are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECI-01 and E 205-TECI-03.
B7 - RUNOFF CONTROL MEASURES
Runoff control measures are shown on the plans as outlined in B4 and B5 (above).
B8 - STORM WATER OUTLET PROTECTION MEASURES
Outlet protection measures are shown on the plans.
B9 - GRADE STABILIZATION STRUCTURES
No grade stabilization structures are planned for this project.
B10 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND DETAILS OF EACH STORM WATER QUALITY MEASURE
All locations of planned measures are identified on the plans and listed in the Erosion Control Table.
B11 - TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Per INDOT Standard Specifications Section 205 "Temporary Erosion and Sediment Control" and Sections
205.04 "Temporary Surface Stabilization," the Contractor shall provide temporary seeding appropriate for the
season as designated in the specification as temporary surface stabilization. Temporary seeding shall be placed
on distrubed areas that are expected to be inactive for more than seven days, or as directed. INDOT Standard
Specifications 100.04, 205.04, Standard Drawings, and guidelines address the temporary erosion and sediment
control measures.
B12 - PERMANENT SURFACE STABILIZATION
Permanent seeding will be used on all disturbed earth.
B13 - MATERIAL HANDLING AND SPILL PREVENTION
See the Potential Storm Water Pollutants/Material Handling and Spill Prevention table (right). IDEM Emergency
Response - 1-888-233-7745.
B14 - MONITORING AND MAINTENANCE GUIDELINES
Monitoring and Maintenance shall be within 24 hours of every 12 " or more rain event.
B15 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
Not applicable.
C1 - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE
There is a potential for pollutants associated with vehicles including fuel, hydraulic fluid, engine oils and
lubricants, antifreeze and other petroleum products. There are also the potential hazards of road salt, litter,
etc.
C2 - SEQUENCE DESCRIBING STORM WATER QUALITY MEASURES IMPLEMENTATION
See Section B2. Permanent seeding will be placed when final grades are constructed and there is no other
significant construction in the immediate area.
C3 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORM WATER QUALITY MEASURES
Street sweeping, mechanical separators, and permanent seeding will be placed over disturbed area. Temporary
silt fence and vegetation will filter pollutants until permanent vegetation is established.
C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY
MEASURE
Street sweeping occurs regularly as performed by the City of Carmel. A mechanical separator has been
specified for each storm water outlet. Seeding locations and rip rap are shown on the plans.
C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORM WATER QUALITY MEASURES
Ditches shall be kept free of litter and other debris. Grass shall be mowed regularly and inspected for dead
spots, excessive erosion, etc. These areas shall be repaired immediately.
Notes:
1.Storm Water Pollution Prevention (SWPP) checklist corresponds to the IDEM, Division of Soil Conservation
Construction/Storm Water Pollution Prevention Plan Technical Review and Comment (Form 1) used in the Rule
5 permitting process.
2.The contractor shall use the SWPP checklist as a guide in preparing the SWPP plan required for Rule 5
procedures.
3.A site specific SWPP is to be submitted by the Contractor to the City of Carmel prior to earth moving if any
adjustments to the plan herein are requested.
4.The location of staging area and concrete washout area are to be submitted by the contractor.
5.Four Mobilization and Demobilization for seeding (LSUM) are estimated.
6.Contractor is to maintain clean roadways of all tracked construction materials and sediment throughout the
day and at the end of each work day.
EROSION CONTROL TABLE OF QUANTITIES
3.0%
NOT TO SCALE
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
Public road
24' (MIN.)
3.0%
See notes for
aggregate section Geotextile
fabric100'50'3" #53 Stone on
5" #2 Stone
8" #2 Stone
44+94 to 61+00 LT 1606
69+00 to 71+00 LT 200
46644+94 to 49+60 RT
110055+00 to 66+00 RT
35587+00 to 90+55 RT
CONSTRUCTION ENTRANCE
155 23 400
50+25 to 60+50 RT 5 20 1.0 80
63+00 to 65+10 RT 1 4 0.2 16
66+50 to 78+57 LT 9 36 1.8 144
67+75 to 87+00 RT 7 28 1.4 112
STRUCTURES
3727 47
47
104 5.2 416
47+55 to 50+00 RT.518
2874TOTALS26 6 340
58+00 LT 1 4 0.2 16
77+50 to 79+30 LT 440
81+70 to 89+00 LT 2 8 0.4 32
10+00 W-ENT 1 4 0.2 16
DITCHES 1916
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 1/11/2017 3:31 PM / MmastersonSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
ELEMENTS AND GENERAL NOTES
41
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: SUMMARYTABLES.dwgDATE/USER: 1/10/2017 10:44 AM / MmastersonROAD SUMMARY TABLES 42
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-
7.2"45.6"7.2"
5'-0"
5.4"
6"D
6.6"
5.4"
7.2"
5.4"1'-6"Panel Style: D1-1d.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=2.25"
TH=0.75"
CORNER RADIUS
LEGEND/BORDER
LETTER POSITIONS (X)
SYMBOL
BACKGROUND
MOUNTING
WIDTH x HGHT.
BORDER WIDTH
SIGN NUMBER
SERIES/SIZELENGTH
X Y HTWID
TYPE:
COLOR:
TYPE:
COLOR:
ROT
D1-1d(1)
5'-0" x 1'-6"
Ground
0"
0.75"
Letter locations are panel edge to lower left corner
White/White
Reflective
Green
Reflective
R
7.2
i
12.2
v
13.9
e
18.6
r
23 25.3
R
31.3
d
36 32.4
D 2000
6/4.5
AR_Type D 45.6 5.4 6 9315
8.65"84.7"8.65"
8'-6"
6"
6"D
6"
5.4"
7.2"
5.4"1'-6"Panel Style: D1-1d.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=2.25"
TH=0.75"
CORNER RADIUS
LEGEND/BORDER
LETTER POSITIONS (X)
BACKGROUND
MOUNTING
WIDTH x HGHT.
BORDER WIDTH
SIGN NUMBER
SERIES/SIZELENGTH
TYPE:
COLOR:
TYPE:
COLOR:
D1-1d(2)
8'-6" x 1'-6"
Ground
0"
0.75"
Letter locations are panel edge to lower left corner
White/White
Reflective
Green
Reflective
C
8.7
h
13.9
e
18.4
r
22.8
r
25.8
y
28.3 32.8
C
38.8
r
44.1
e
46.8
e
51
k
55.3 59.2
B
65.2
l
70.2
v
71.8
d
76.6 71.5
D 2000
6/4.5
2.9"42.2"2.9"
4'-0"
2"
4"C
2"0'-8"Panel Style: W16-8P.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.38"
CORNER RADIUS
LEGEND/BORDER
LETTER POSITIONS (X)
BACKGROUND
MOUNTING
WIDTH x HGHT.
BORDER WIDTH
SIGN NUMBER
SERIES/SIZELENGTH
TYPE:
COLOR:
TYPE:
COLOR:
W16-8P(1)
4'-0" x 0'-8"
Ground
0"
0.38"
Letter locations are panel edge to lower left corner Black/Black
Reflective
Yellow
Reflective
C
2.9
h
5.9
e
8.5
r
11
r
12.8
y
14.3 16.8
C
20.8
r
23.7
e
25.4
e
27.8
k
30.4 32.5
B
36.5
l
39.4
v
40.4
d
43 42.2
C 2000
4/3
2.4"19.2"2.4"
2'-0"
2"
4"C
2"0'-8"Panel Style: W16-8P.ssi
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.38"
CORNER RADIUS
LEGEND/BORDER
LETTER POSITIONS (X)
BACKGROUND
MOUNTING
WIDTH x HGHT.
BORDER WIDTH
SIGN NUMBER
SERIES/SIZELENGTH
TYPE:
COLOR:
TYPE:
COLOR:
W16-8P(2)
2'-0" x 0'-8"
Ground
0"
0.38"
Letter locations are panel edge to lower left corner Black/Black
Reflective
Yellow
Reflective
R
2.4
i
5.3
v
6.3
e
8.9
r
11.5 12.8
R
16.8
d
19.5 19.2
C 2000
4/3
SYMBOL X Y HTWIDROT
AR_Type D 86.2 5.4 6 9315
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
OFFSETCOVERUP STREAMDOWN STREAMFTINCHES LFT LFT ELEV. ELEV. YRS. CYS CYS SYS TON TON LFT EA. TYPE SLOPE EA. TYPESLOPE EA. 10 45+92 PR-A X 12 EXISTING MANHOLE11 45+92 PR-A X 12 INLET M-10 16 750.01 2.6 745.38 745.19 1 4.41012 45+92 PR-A X 12 INLET J-10 60 750.12 1.7 746.49 745.89 1 18.91113 47+55 PR-A X 12 INLET M-10 46 749.14 2.8 744.16 743.93 1 6.3 1OUTLET TO DITCH14 47+55 PR-A X 12 INLET M-10 46 749.01 1.7 745.35 744.89 1 14.51315 47+61 PR-A X 12 INLET J-10 3 749.15 1.4 745.52 745.49 1 0.81316 47+61 PR-A X 12 INLET J-10 3 749.01 1.4 745.38 745.35 1 0.81417 48+37 PR-A X 27 EXISTING INLETNO WORK REQUIRED18 49+00 PR-A X 12 INLET M-10 33 750.33 5.5 743.92 743.75 1 7.5 1OUTLET TO DITCH19 49+00 PR-A X 12 INLET J-10 44 750.17 1.8 746.54 746.10 1 10.01820 49+50 PR-A X 53"X34" RC ELLIPTICAL PIPE 69 N/A 1.4 745.70 745.02 1 98.2221 51+00 PR-A X 12 INLET M-10 39 753.53 7.5 745.20 745.00 1 11.7 1OUTLET TO DITCH22 51+00 PR-A X 12 INLET J-10 44 753.37 1.4 749.74 749.30 1 12.22123 51+42 PR-A X 18 EXISTING MANHOLE17 NO WORK REQUIRED24 55+38 PR-A X 18 EXISTING MANHOLE23 NO WORK REQUIRED25 58+50 PR-A1 X 12 INLET M-10 51 755.99 9.0 746.25 746.00 1 18.8 1OUTLET TO DITCH26 58+50 PR-A1 X 12 INLET J-10 44 755.83 752.20 751.76 1 14.4251.827 60+50 PR-A1 X 12 INLET J-10 5 754.79 751.16 751.11 1 1.4291.428 60+50 PR-A1 X 12 INLET A w/R-4342 11 753.36 751.35 751.11 1 3.229 R-4342 CASTING3.029 60+58 PR-A1 X 12 INLET M-10 56 754.79 751.11 750.55 1 18.4311.830 60+83 PR-A1 X 24 MANHOLE C-4 220 754.75 746.53 746.00 1 50.4 1OUTLET TO DITCH6.831 60+75 PR-A1 X 12 INLET M-10 28 754.76 750.55 750.27 1 9.9302.032 62+65 PR-A2 X 24 MANHOLE C-4 92 756.20 5.1 747.52 747.13 1 99.832A32A 1+54 B X 24 MANHOLE C-4 2 755.7 5.3 747.65 747.63 1 2.23032A 1+54 B X 12 HDPE PIPE 4 7.0 747.13 747.11 1 3.732B & 32C32B 1+59 B X 24 MANHOLE C-4 135 755.7 5.8 747.09 746.53 1 146.43032C 1+57 BX12 AQUASWIRL AS-6 4 756.5 7.7 747.11 747.09 1 4.132B33 64+77 PR-A2 X 12 INLET J-10 5 752.39 1.4 748.76 748.71 1 1.43534 STRUCTURE DELETED35 64+85 PR-A2 X 12 INLET M-10 27 752.39 1.7 748.71 748.44 1 8.53636 64+85 PR-A2X24MANHOLE C-4220 753.32 3.6 748.44 747.52 1 153.33237 64+85 PR-A2X12INLET M-1022 752.51 1.7 748.82 748.60 1 6.93638 64+93 PR-A2 X 12 INLET J-10 5 752.50 1.4 748.87 748.82 1 1.43739 65+72 PR-A X 10 EXISTING MANHOLENO WORK REQUIRED40 66+50 PR-A X 12 PIPE 23 N/A 1.2 751.34 750.64 1 5.2 1 4141 66+50 PR-A X 15 INLET M-10 27 753.64 0.6 750.64 750.42 1 6.84242 66+50 PR-A X 21 MANHOLE C-4 165 754.59 2.0 750.17 749.34 1 57.63642A 68+20 PR-A X 21 MANHOLE C-4 171 757.52 3.8 750.84 750.17 1 96.742TOTALCONNECT TO STR.SKEWSAFETY METAL END SECTIONGEOTEXTILESGRATED BOX END SECTIONSITE DESIGNATIONCLASS 1 RIPRAPSTRUCTURE DATALOCATIONREMARKSLENGTHRIM ELEVATIONPIPE TYPESTATIONSTRUCTURE BACKFILLRIGHTCROSSPIPE END SECTIONDESCRIPTIONSERVICE LIFEFLOWABLE BACKFILLMANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTUREFLOW LINEpHVIDEO INSPECTIONREVETMENT RIPRAPLEFTSIZEBACKFILL METHODSTRUCTUREDATA-1STRUCTURE NUMBERRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE CITY OF CARMELSTRUCTURE DATA SHEETCHECKED: M.B.DRAWN: A.P.CHECKED: M.M.DESIGNED: M.M.BRIDGE FILEDESIGNATIONSURVEY BOOKSHEET43PROJECTCONTRACT16-ENG-80of5801/09/17
OFFSETCOVERUP STREAMDOWN STREAMFTINCHES LFT LFT ELEV. ELEV. YRS. CYS CYS SYS TON TON LFT EA. TYPE SLOPE EA. TYPESLOPE EA. 43 66+50 PR-A X 12 INLET J-10 22 753.64 0.7 750.65 750.42 1 5.04244 68+02 PR-A X 10 EXISTING MANHOLE39 NO WORK REQUIRED45 70+50 PR-A X 12 INLET A w/R-4342 23 755.28 2.0 753.30 753.07 1 8.146 CASTING R-434246 70+50 PR-A X 12 INLET M-10 22 756.57 1.7 752.90 752.68 1 6.94747 70+50 PR-A X 21 MANHOLE C-4 230 757.72 4.4 751.75 750.84 1 170.142A48 70+50 PR-A X 12 INLET M-10 27 756.57 1.7 752.90 752.63 1 8.54749 70+58 PR-A X 12 INLET J-10 5 756.58 1.4 752.95 752.90 1 1.44650 70+58 PR-A X 12 INLET J-10 5 756.58 1.4 752.95 752.90 1 1.44851 72+28 PR-A X 10 EXISTING MANHOLE44 NO WORK REQUIRED52 73+00 PR-A X 12 INLET J-10 22 757.74 1.7 754.11 753.89 1 6.95353 73+00 PR-A X 15 MANHOLE C-4 250 758.70 3.8 753.25 752.00 1 130.64754 73+00 PR-A X 12 INLET J-10 27 757.74 1.7 754.11 753.84 1 8.55355 74+70 PR-A X 8 EXISTING MANHOLE51 NO WORK REQIRED56 75+00 PR-A X 12 PIPE 50 N/A 1.0 756.84 756.40 2 5.2 2UNDER PATH57 75+50 PR-A X 12 MANHOLE C-4 250 759.99 4.2 754.50 753.25 1 128.95358 75+50 PR-A X 12 INLET J-10 22 759.03 1.7 755.40 755.18 1 6.95759 75+50 PR-A X 12 INLET J-10 27 759.04 1.7 755.41 755.14 1 8.55760 77+22 PR-A X 8 EXISTING MANHOLE55 NO WORK REQIRED61 76+21 PR-A X 18 PIPE 34 N/A 1.0 756.19 756.07 2 5.4 2UNDER DRIVE61A 79+19 PR-A X 15 PIPE 30 N/A 1.0 757.72 757.60 2 3.9 2UNDER DRIVE61B 79+89 PR-A X 15 PIPE 30 N/A 1.0 757.44 757.32 2 3.9 2UNDER DRIVE62 81+03 PR-A X 18 MANHOLE C-4 759.36 754.72 754.58CONNECT TO EXISTING PIPE63 81+03 PR-A X 12 INLET M-10 15 759.40 2.3 755.77 755.62 1 4.06263A 80+65 PR-A X 12 INLET A w/R-4342 37 758.75 1.5 756.14 755.77 1 10.763 CASTING R-434264 82+25 PR-A X 12 INLET M-10 18 758.91 3.2 754.76 754.57 1 3.5 1OUTLET TO DITCH65 82+25 PR-A X 12 INLET J-10 52 758.91 1.5 755.28 754.76 1 15.06466 83+60 PR-AX12INLET M-1016 758.28 3.0 754.36 754.28 1 3.1 1OUTLET TO DITCH67 83+60 PR-AX12INLET M-1052 758.28 1.5 754.62 754.36 1 15.06668 86+66 PR-A X 12 INLET J-10 3 758.28 1.4 754.65 754.62 1 0.86669 86+66 PR-A X 12 INLET J-10 3 758.28 1.4 754.65 754.62 1 0.86770 84+04 PR-A X 18 INLET E-7 22 755.72 5.0 750.85 750.75 1 10.87171 84+06 PR-A X 24 EXISTING INLET73 NO WORK REQIRED72 84+50 PR-A X 12 INLET J-10 15 758.64 2.7 755.01 754.93 1 2.9 1OUTLET TO DITCH73 87+40 PR-A X 24 EXISTING MANHOLE74 ADJUST CASTING TO GRADETOTALSTRUCTUREDATA-1STRUCTURE NUMBERDESCRIPTIONSERVICE LIFESTATIONSTRUCTURE DATALOCATIONREMARKSLENGTHRIM ELEVATIONCONNECT TO STR.SKEWSAFETY METAL END SECTIONGEOTEXTILESGRATED BOX END SECTIONSITE DESIGNATIONPIPE END SECTIONVIDEO INSPECTIONREVETMENT RIPRAPSTRUCTURE BACKFILLPIPE TYPELEFTSIZEBACKFILL METHODRIGHTCROSSMANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURECLASS 1 RIPRAPFLOWABLE BACKFILLFLOW LINEpHRECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE CITY OF CARMELSTRUCTURE DATA SHEETCHECKED: M.B.DRAWN: A.P.CHECKED: M.M.DESIGNED: M.M.BRIDGE FILEDESIGNATIONSURVEY BOOKSHEET44PROJECTCONTRACT16-ENG-80of5801/09/17
OFFSETCOVERUP STREAMDOWN STREAMFTINCHES LFT LFT ELEV. ELEV. YRS. CYS CYS SYS TON TON LFT EA. TYPE SLOPE EA. TYPESLOPE EA.74 89+31 PR-A X 24 EXISTING INLET75 NO WORK REQUIRED75 89+85 PR-A X 24 EXISTING INLET76 NO WORK REQUIRED76 91+56 PR-A X 24 FURNISH TYPE 3 CASTINGFURNISH AND ADJUST CASTING TO GRADE77 91+56 PR-A X 12 FURNISH TYPE 2 CASTING76 FURNISH AND ADJUST CASTING TO GRADE78 91+56 PR-A X 12 EXISTING INLET77 NO WORK REQUIRED79 10+72 W-ENT X 10 EXISTING MANHOLENO WORK REQUIRED80 12+06 W-EXIT X 12 INLET J-10 3 751.77 0.6 749.11 749.08 1 0.58181 12+00 W-EXIT X 12 INLET M-10 38 751.76 0.6 749.08 748.85 1 4.4 1OUTLET TO DITCH82 12+00 W-ENT X 12 INLET M-10 37 751.81 0.6 749.19 748.97 1 4.6 1OUTLET TO DITCH82A 12+06 W-ENT X 12 INLET J-10 3 751.82 0.6 749.22 749.19 1 0.58283 12+68 W-ENT X 10 EXISTING MANHOLE79 ADJUST CASTING TO GRADETOTAL1482.5STRUCTURE NUMBERDESCRIPTIONSERVICE LIFESTATIONSTRUCTURE DATALOCATIONREMARKSLENGTHRIM ELEVATIONPIPE TYPELEFTSIZEBACKFILL METHODCONNECT TO STR.SKEWSAFETY METAL END SECTIONGEOTEXTILESGRATED BOX END SECTIONSITE DESIGNATIONCLASS 1 RIPRAPFLOWABLE BACKFILLFLOW LINEpHPIPE END SECTIONVIDEO INSPECTIONREVETMENT RIPRAPSTRUCTURE BACKFILLRIGHTCROSSMANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURERECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE CITY OF CARMELSTRUCTURE DATA SHEETCHECKED: M.B.DRAWN: A.P.CHECKED: M.M.DESIGNED: M.M.BRIDGE FILEDESIGNATIONSURVEY BOOKSHEET45PROJECTCONTRACT16-ENG-80of5801/09/17
4"6"LFT LFT SYS CYS TONS %(Y/N) LFTCYS TONS LEFT44+94 PR-A747.4045+92 PR-A746.89 N 11 745.3845+92 PR-A746.8947+55 PR-A746.02 N 13 744.1647+61 PR-A746.03 N 15 745.5249+00 PR-A747.2149+00 PR-A747.21 N 18 743.9251+00 PR-A750.4151+00 PR-A750.41 N 21 745.20HP54+51 PR-A754.82HP54+51 PR-A754.8258+50 PR-A1752.87 N 25 746.2558+50 PR-A1752.8760+75 PR-A1751.64 N 31 750.5560+75 PR-A1751.64 N 31 750.55HP61+17 PR-A1751.73HP61+17 PR-A1751.7312+06 W-ENT749.39 N 82A 749.2212+00 W-ENT749.36 N 82 749.1910+88 W-ENT749.5810+86 W-EXIT749.4812+00 W-EXIT749.25 N 81 749.0812+06 W-EXIT749.28 N80 749.11HP62+77 PR-A2750.91HP62+77 PR-A2750.9164+77 PR-A2749.27 N 33 748.7664+85 PR-A2749.27 N 35 748.7166+50 PR-A750.6466+50 PR-A750.81 N 41 750.64HP69+09 PR-A753.95HP69+09 PR-A753.9570+50 PR-A753.45 N 46 752.9070+58 PR-A753.46 N 49 752.9573+00 PR-A754.6273+00 PR-A754.62 N 52 754.1175+50 PR-A755.9175+50 PR-A755.91 N58 755.40HP78+96 PR-A757.42HP78+96 PR-A757.4281+03 PR-A756.28 N 63 755.7781+03 PR-A756.2882+25 PR-A755.79 N 64 754.7682+25 PR-A755.7986+66 PR-A755.16 N 66 754.360.831.211.310.200.200.684330 3680.5 415.7122 103.7 11.7135 114.8 13.0346 294.1 33.2207 176.0 19.913.5242 205.7 23.2250 212.5 24.0241200165259141 119.9220.2 24.9TOTALS35139922542179112114204.9 23.1170.0 19.2140.3 15.8152.2 17.295.2 10.896.9 10.9339.2 38.3191.3 21.635.7 4.0200 170.0 19.2298.4 33.7163 138.6 15.6139 118.2 13.383.3 9.498HMA for UnderdrainsOutlet Pipe RequiredType 4 PipeOUTLET PIPEOutside RightOutside LeftOutlet Protector No. ___Special GradeFlow Line Elevation @ Underdrain Pipe LimitB Borrow for Structure BackfillMedian LeftOutlet Protector Type45 Degree Elbows Required (1 or 2)Underdrain Pipe LimitsLocationConnect Underdrain Pipe to Structure No. ___Median RightGeotextile for UnderdrainsStructure Invert ElevationConnect Outlet Pipe to Structure No. ___Aggregate for UnderdrainsDitch Flow Line Elevation at Outlet ProtectorUNDERDRAIN TABLE6" Outlet PipeOutlet StationOutlet ElevationOutlet at Outlet Protector No. ___HMA for UnderdrainsRemarksStructure Invert ElevationOUTLET PROTECTORSUNDERDRAIN PIPERECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE CITY OF CARMELUNDERDRAIN TABLECHECKED: M.B.DRAWN: M.A.M.CHECKED: M.B.DESIGNED: M.A.M.BRIDGE FILEDESIGNATIONSURVEY BOOKSHEET46PROJECTCONTRACT16‐ENG‐80of5801/09/17
4"6"LFT LFT SYS CYS TONS %(Y/N) LFTCYS TONS LEFT83+66 PR-A755.16 N 68 754.6584+50 PR-A755.5284+50 PR-A755.52 N 72 755.01HP87+82 PR-A756.39RIGHT44+94 PR-A747.9245+92 PR-A747.00 N 12 746.4945+92 PR-A747.0047+55 PR-A745.89 N 14 745.3547+61 PR-A745.89 N 16 745.3849+00 PR-A747.0549+00 PR-A747.05 N 19 746.5451+00 PR-A750.2551+00 PR-A750.25 N 22 749.74HP54+51 PR-A754.66HP54+51 PR-A754.6658+50 PR-A752.71 N 26 752.2058+50 PR-A752.7160+50 PR-A751.67 N 27 751.1660+58 PR-A751.67 N 29 751.11HP61+94 S-ENT-O753.40HP61+94 S-ENT-O753.4064+85 PR-A2749.39 N 37 748.8264+93 PR-A2749.38 N38 748.8766+50 PR-A750.8266+50 PR-A750.82 N43 750.65HP69+09 PR-A753.95HP69+09 PR-A753.9570+50 PR-A753.45N48 752.9070+58 PR-A753.46N50 752.9573+00 PR-A754.6273+00 PR-A754.62N54 754.1175+50 PR-A755.9275+50 PR-A755.92N59 755.41HP78+96 PR-A757.60HP78+96 PR-A757.6082+25 PR-A755.79N65 755.2882+25 PR-A755.7983+60 PR-A755.16N67 754.6283+66 PR-A755.16 N69 754.65HP87+82 PR-A758.690+00 B753.541+54 B750.78 Y 2 12 1+54 B 750.66 32A 747.133+58 B753.541+54 B750.78 Y 2 12 1+54 B 750.66 32A 747.13UNDERDRAIN TABLE6" Outlet PipeOutlet StationOutlet ElevationOutlet at Outlet Protector No. ___HMA for UnderdrainsRemarksStructure Invert ElevationOUTLET PROTECTORSUNDERDRAIN PIPEUnderdrain Pipe LimitsLocationConnect Underdrain Pipe to Structure No. ___Median RightGeotextile for UnderdrainsStructure Invert ElevationConnect Outlet Pipe to Structure No. ___Aggregate for UnderdrainsDitch Flow Line Elevation at Outlet ProtectorOUTLET PIPEOutside RightOutside LeftOutlet Protector No. ___Special GradeFlow Line Elevation @ Underdrain Pipe LimitB Borrow for Structure BackfillMedian LeftOutlet Protector Type45 Degree Elbows Required (1 or 2)71.4 8.184HMA for UnderdrainsOutlet Pipe RequiredType 4 Pipe332 282.2 31.998 83.3 9.4163 138.6 15.6118.2 13.329.5170.0 19.2298.4 33.7339.2 38.315.1220.2 24.9119.9 13.5170.0 19.2103.7 11.7261.023.2TOTALS139200351399200122307133.5157259141242250 212.5205.724.0346 294.1 33.2329 279.7 31.6135 114.8 13.0416 353.6 39.9154 130.9 14.8204 173.4 19.65028 4273.8 482.70.921.21RECOMMENDED FOR APPROVAL DESIGN ENGINEER DATE CITY OF CARMELUNDERDRAIN TABLECHECKED: M.B.DRAWN: M.A.M.CHECKED: M.B.DESIGNED: M.A.M.BRIDGE FILEDESIGNATIONSURVEY BOOKSHEET47PROJECTCONTRACT16‐ENG‐80of5801/09/17
59+0060+0061+0062+0063+00Line "PR-A"
Line "PR-A"R/WR/WConstr. Limits
10" p
v
c
P.T. = 59+55.79 "PR-A1"
Constr. Limits
Constr. Limits
Constr. Limits
RIVER RD.
RIVER RD.
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"Line "W-ENT"Line "W-EXIT"R/W50' R/W
Constr. Limits
App. PLApp. PLApp. PLApp
.
PL
10" pvc10" p
vc
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
1+002+003+00
0+00Line "B"
P.O.C. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Line "PR-A
1
"64+00Line "PR-A2"
R/
W
FUTURE LANES AND PATH
Proposed Path/Drainage E
s
m
n
t
.
Indianapolis Water Co. Easement
45' R/W "PR-A
1
"35' R/WR/WP.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.T. 62+37.94 "PR-A2"
= P.O.C. 0+62.48 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"CHERRY CREEK BLVD.App.
Ex
is
t
.
R
/WApp. Ex
ist.
R/W
LEGEND
4-1/c No. 4 COPPER IN PLASTIC DUCT IN 2" GALVANIZED CONDUIT
PROPOSED HANDHOLE
PROPOSED STREET LIGHT POLE ASSEMBLY
(30' POLE WITH 8' MAST ARM)
PROPOSED
EXISTING
Existing Gas Main
Existing Water Main
Existing Cable Line
Existing Telephone Line
Existing Electric Line
Existing Overhead Utility
SERVICE POINT
PROPOSED WATER LINE
2 ~ 4" PVC Conduits.
See Technical Specifications)
5' Typ.5' Typ.
4-1/c No. 4 COPPER IN PLASTIC DUCT IN TRENCH
NOTE:
See City of Carmel Standard Drawing
10-45B for Light Standard Details
10-45A for Light Foundation Detail
10-42 & 43 for Service Point/Wiring
1 ~ 3/4" Conduit
(See Technical Specifications)
60+60 "PR-A1"
36'
61+14 "PR-A1"
37'
63+17 "PR-A2"
34'
62+65 "PR-A2"
40'
12+84 "W-ENT"
24'
13+70 "W-EXIT"
28'
60+56 "PR-A1"
53'
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: LIGHTING PLAN.dwgDATE/USER: 12/23/2016 2:46 PM / MmastersonLIGHTING DETAILS
1"=20'
48
59+0060+0061+0062+0063+00(conc)
(grvl)
Falcon Nest II LLC
Falcon Nest II
LLC
THE
O
V
E
R
L
O
O
K
AT TH
E
L
E
G
A
C
Y
Line "PR-A"
Line "PR-A"R/WR/WConstr. Limits
26
K
15
15
15
K K
K
K
26
16
16
14
14
C2
C2 15
15
18
18
15
L
26
26
P
P
K
K
26
10"
p
v
c
P.T. = 59+55.79 "PR-A1"
Constr. Limits
Constr. Limits
15
18
15
Constr. Limits
15
RIVER RD.
RIVER RD.
Falcon Nest II
LLC
P.T. 13+47.36 "W-ENT" =
O.P.O.C. 18.00 Rt., 1+96.60 "B"Line "W-ENT"Line "W-EXIT"2618
18
P
R/W50' R/W
Constr. Limits
App. PLApp. PLApp. PLApp. P
L
10" pvc10"
pvc
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
1+002+003+0
0
0+00Line "B"
P.O.C. 3+18.87 "B"
= P.O.T. 61+51.55 "PR-A"
Line "PR-A
1
"64+00Line "PR-A2"
P
18
P
P
P
K
K
R/
W
FUTURE LANES AND PATH
F
Proposed Path/Drainage E
s
m
n
t
.App.
Ex
is
t
.
R/W
Indianapolis Water Co. Easement
45' R/W "PR-A
1
"
45' R/W "PR-A1"35' R/WR/WP.O.T. 61+38.33 "PR-A1"
= P.O.C. 2+54.03 "B"
P.O.T. 62+37.94 "PR-A2"
= P.O.C. 0+62.48 "B"
P.O.T. 14+01.41 "W-EXIT"
= P.O.C. 1+49.14 "B"CHERRY CREEK BLVD.Handhole #4
60+94 "PR-A"
Handhole #6
62+55 "PR-A"
Handhole #5
60+94 "PR-A"App.
Ex
is
t
.
R/W
INSTALL 101 LFT
12" D.I. PIPE
12" CONNECTION
REMOVE & RETURN
HYDRANT
INSTALL
(1) 12 x 12 MJ TEE
(1) 12" MJ PLUG
INSTALL
(1) 12" GATE VALVE
(1) 12" x 12" MJ TEE
(1) 12" MJ PLUG
(1) 12" x 6" REDUCER
(1) HYDRANT ASSEMBLY
2 ~ 4" PVC Conduits.
See Technical Specifications)
INSTALL 165 LFT
12" D.I. PIPE
PROPOSED LEGEND NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2.CONTRACTOR TO VERIFY EXISTING ELEVATION AT
HYDRANT LOCATION BEFORE INSTALLING
HYDRANT ASSEMBLY.
3.VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
4.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.
5.54" IS THE MINIMUM COVER FOR ALL WATER LINES
FROM PROPOSED GRADE. ANY ALTERATIONS TO
COVER MUST BE EITHER APPROVED BY CARMEL
WATER UTILITY.
6. UTILITIES SHOWN PER FIELD SURVEY. THE
CONTRACTOR SHALL EXPOSE AND VERIFY ALL
WATER UTILITY CONNECTIONS AND CROSSINGS
PRIOR TO ANY CONSTRUCTION, AND REPORT ANY
DISCREPANCIES TO CARMEL WATER UTILITY.
7.CONTRACTOR TO VERIFY ELEVATIONS OF WATER
MAIN RELOCATIONS, SO NOT TO CONFLICT WITH
ROAD PROJECT IMPROVEMENTS.
Water Main
Reducer
Complete Hydrant Assembly
Gate Valve
Tee
MJ Plug
Thrust Block
(See Typical Sheet for Additional Details)
Mill and Overlay with WedgeR
Curb & Gutter Type II15
Sod26
Full Depth Asphalt PavementK
Concrete SidewalkF
Perpendicular Curb Ramp
Curb & Gutter Type III18
HMA SidewalkP
P
C PCCP for Approaches, 9" on
Subgrade Treatment Type II
C2 PCCP, 7" with D-1 Contraction
Joints at 15' Max. Spacing on
10" Compacted Aggregate No. 53 Base on
Subgrade Treatment Type IB
Concrete Curb14
Modified Roll Curb16
Mill and OverlayR1
Mulched Seeding, U27
M.A.M.
16-ENG-80
58
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SHEETS
of
PROJECT
HORIZONTAL SCALECITY OF CARMEL
RIVER ROAD RECONSTRUCTION
M.B.
T.B.
M.A.M.
1-9-17 VERTICAL SCALE
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: WATER MAIN PLANS.dwgDATE/USER: 12/23/2016 12:41 PM / TbennettWATER MAIN EXTENSION PLANS
1"=20'
49
D.E.B.
D.E.B.
℄℄℄℄Center of Round-about Grading Plan50BScale: 1"= 10'-0"NORTH0'5'10'20'R.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/ACenter of Round-about Layout Plan50AScale: 1"= 10'-0"NORTH0'5'10'20'50CENTER OF ROUND-ABOUTLAYOUT AND GRADING PLANS
CK1TD1QB1PA1GT1NS1PA1NS1QB1PA1GT1GD1CK1QI1GT2PA1GD1LT1QB1LT1PA1BN1TD1QR1GT1GDBN1QB2GB4BN2QI1PA1QI1LT1CO1GD2QI1TD1GD1BN1Landscape Plan51AScale: 1"= 20'-0"NORTH0'10'20'40'Landscape Plan51BScale: 1"= 20'-0"NORTH0'10'20'40'MATCHLINER.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/AMATCHLINEMATCHLINE
MATCHLINELANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILSLANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS51LANDSCAPE PLANTING PLANS
NS2CK2PA1QB1BN1TD1QB1PA1PA1BN1GD1NS2TD2NS3TD1GB4GD1GB4GB4NF17AH44LK13RG23SA61LK21LB20RG42EP12NF15R.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/AMATCHLINELandscape Plan52BScale: 1"= 20'-0"40'20'10'0'Landscape Plan52AScale: 1"= 10'-0"NORTH20'10'5'0'NORTHLANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS52LANDSCAPE PLANTING PLANS
LB15SA42NF26AH45LK11LK16RG26AG6NF65SA79LB14BK10LB18LK16LK17RG27SA49NF26AH45PV8BK10LB14SA64NF59SA99SA73BK10LB14PV8CV296SA73NF63SA84PV8Landscape Plan53AScale: 1"= 10'-0"NORTH0'5'10'20'R.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/AMATCHLINELANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS53LANDSCAPE PLANTING PLANS
NF26AH45LK11NS2PA1TD1BN2QB1LT1QI2CK
1P
A
1CO1NS1LT1GB4CK1PA1BN1QB2BN1PA1GT1QR1QR1GT1TD1CK1GD1GD1CO1TD1CK1GD1QR1CO2CO3Landscape Plan54AScale: 1"= 20'-0"Landscape Plan54BScale: 1"= 20'-0"MATCHLINEMATCHLINE NORTH40'20'10'0'NORTH40'20'10'0'R.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/AMATCHLINEMAT
C
H
LI
N
ELANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILSLANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS54LANDSCAPE PLANTING PLANS
TD1QI1QR1LT1BN1CO1GD1GT2GD1NS1QB1NS1QB1NS1GT1GB1QI1GT1PA1QB1LT1TD1CO2TD1QB1TD1QI1GT1QI1QR1QR1CK1QR1CK1PA1LT1CK1Landscape Plan55AScale: 1"= 20'-0"NORTHLandscape Plan55BScale: 1"= 20'-0"NORTH40'20'10'0'40'20'10'0'MATC
H
L
I
N
EMATCHLINE
MATCHLINE MATCHLINER.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/ALANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILSLANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS55LANDSCAPE PLANTING PLANS
CO1GD1GB2LT1NS1QI1GB3Landscape Plan56AScale: 1"= 20'-0"NORTH40'20'10'0'MATCHLINER.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/ALANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET 58 - SEE PLANTING DETAILS56LANDSCAPE PLANTING PLANS
R.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/ARetaining Wall Detail57ENot to ScaleLimestone Cap Detail57CNot to ScaleTypical Masonry Wall Layout Plan 57AScale: 1/4"=1'-0"Typical Wall and Pier Elevation57DNot to ScaleMasonry Pier57BNot to ScaleVeneer Wall Tie Detail57GNot to ScaleStep Foundation Detail56FScale: Not To Scale57MASONRY WALL DETAILS
Shrub Planting Detail58BNot to ScaleTree Planting Detail58ANot to ScaleNOTES: - SEE PROJECT MANUAL TECHNICAL SPECIFICATIONS FOR COMPLETE LANDSCAPE PLANTING & PLANTING SOIL PREPARATIONS - ALL PLANTING AREAS SHALL RECEIVE 3" DEPTH OF SHREDDED HARDWOOD MULCH, FREE OF CORN COBS, WOOD CHIPS, GRAVEL AND CRUSHED STONE. - MULCH SHALL NOT BE HELD IN PLACE BY PLASTIC NET, OR SPRAYING OF ANY BINDER MATERIAL OR ASPHALT EMULSION - CONTRACTOR SHALL WARRANTY PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM PROJECT COMPLETION - PLANTS SHALL BE WATERED BY THE CONTRACTOR AFTER INSTALLATION PER PROJECT WATERING SCHEDULE. LOSSES DUE TO LACK OF WATER DURING WARRANTY PERIOD BECOME LIABILITY OF CONTRACTOR. - WEEDING, LANDSCAPE MAINTENANCE AND WATERING TO BE THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION - TOPSOIL SHALL CONFORM TO TECHNICAL SPECIFICATIONS FREE OF HEAVY CLAY, ROCKS AND DIRT CLODS OVER 1 INCH IN DIAMETER AS WELL AS CONTAIN 3%-5% ORGANIC MATTER - CONTRACTOR SHALL STAKE INDIVIDUAL TREE AND SHRUB LOCATIONS AND OUTLINE AREAS FOR MULTIPLE HERBACEOUS PLANTINGS, ADJUST LOCATIONS WHEN REQUESTED AND OBTAIN PROJECT LANDSCAPE ARCHITECT'S ACCEPTANCE PRIOR TO PLANTING. - ALL PLANT ID TAGS SHALL BE REMOVED AFTER INSTALLATION.Plug & Perennial Spacing Detail58DNot to ScaleR.A.I.16-ENG-8058RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECTDATEDESIGNED:CHECKED:DRAWN:CHECKED:SHEETSofPROJECTHORIZONTAL SCALECITY OF CARMELRIVER ROAD RECONSTRUCTIONK.R.A.L.B.S.VERTICAL SCALElandscape architecture & planningStutz Building / 212 W. 10th Street, Suite B435 / Indianapolis, IN 46202phone: (317) 955-9960 fax: (317) 955-9961REMENSCHNEIDER ASSOCIATES, INC.All designs indicated by this drawing were created for use on this project, and are owned by and the property of Remenschneider Associates Inc. None of suchdesigns or ideas shall be used by any person, firm or corporation without the written permission of the landscape architects. All written dimensions take precedenceover scaled dimensions. Contractors shall verify all dimensions and conditions on site. Remenschneider Associated Incorporated must be notified of any variations.KENNETH J. REMENSCHNEIDER 01/11/17As NotedN/ATREE & SHRUB SCHEDULEKEYNOTEBOTANICAL NAMECOMMON NAMEAPPROX. QTY.SIZESPACINGNOTESAmalanchier x grandifolia 'Autumn Brilliance'Autumn Brilliance Serviceberry61.5" CaliperSee PlanSingle-StemBetula nigraRiver Birch112.5" CaliperSee PlanSingle-StemBuxus x koreana 'Green Velvet''Green Velvet' Boxwood3018"-24" Height3' o.c..Celtis occidentalis 'Chicagoland'Chicagoland Hackberry122.5" CaliperSee Plan.Cladrastis kentukeaYellowwood102.5" CaliperSee Plan.Ginkgo biloba 'Autumn Gold'Autumn Gold Ginkgo262.5" CaliperSee Plan.Gleditsia triacanthos inermis 'Sky Cole'Thornless Honeylocust122.5" CaliperSee PlanInermisGymnoclanus dioicaKentucky Coffeetree122.5" CaliperSee PlanLiriodendron tulipiferaTuliptree92.5" CaliperSee Plan.Nyssa sylvatica 'Wildfire'Wildfire Black Gum162.5" CaliperSee Plan.Platanus x acerfoliaLondon Planetree142.5" CaliperSee Plan.Quercus bicolorSwamp White Oak142.5" CaliperSee Plan.Quercus imbricariaShingle Oak112.5" CaliperSee Plan.Quercus rubrumNorthern Red Oak82.5" CaliperSee Plan.Taxodium distichumCommon Baldcypress142.5" CaliperSee Plan.PERENNIAL & GROUNDCOVER SCHEDULEKEYNOTEBOTANICAL NAMECOMMON NAMEAPPROX. QTY.SIZESPACINGNOTESAmsonia hubrichtiiNarrow Leaf Blue Star1341 gallon2'-6" o.c.Carex vulpinoidiaFox Sedge296Plug; 2" pot1'-6" o.c.Echinacea purpurea 'Magnus'Magnus Purple Coneflower121 gallon2'-6" o.c.Leucanthemum x superbum 'Becky'Becky Shasta Daisy951 gallon2'-0" o.c.Liatris spicata 'Kobold'Kobold Gayfeather941 gallon2'-0" o.c.Nepeta x faassenii 'Walker's Low'Walker's Low Nepeta2711 gallon2'-6" o.c.Panicum virgatum 'Northwind'Northwind Switchgrass243 gallon3'-0" o.c.Rudbeckia fulgida 'Goldstrum'Goldstrum Black-eyed Susan1181 gallon2'-0" o.c.Sesleria autumnalisAutumn Moor Grass6241 gallon2'-0" o.c.LANDSCAPING MUST BEPLANTED ACCORDING TO THEDETAILS ON THIS SHEETStone Mulch Detail58CNot to Scale58PLANTING DETAILS
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
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DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
SAMPLE LINE PLACEMENT
1"=30'
.
XS1M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
ALL "PR-A" SAMPLE LINES ARE
PERPENDICULAR TO "PR-A" ALIGNMENT
AND ARE NOT SHOWN.
RIVER RD.
Line "PR-A"
10+8
8
11+50
12+00
12+58
12+95
57+8158+5059+0059+5060+0060+5060+7563+0063+3764+0064+5064+8565+4310+8
6
11+50
12+00
12+50
13+33
Line "PR-A"
Line "B"
Line "PR-A1
"
Line "PR-A2"
1+24
0+76
0+000+301+752
+
2
5
2+70
3+15RIVER RD.CHERRY CREEK BLVD.Line "W-ENT"Line "W-EXIT"
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS2
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
45+00 45+00
745
750
755
745
750
755
45+50 45+50
745
750
755
745
750
755
45+93 45+93
740
745
750
755
740
745
750
755
46+50 46+50
745
750
755
745
750
755
P.G.=751.504:14:1 P.G.=751.043:1
3:1
6:1 P.G.=750.643:1
3:1
5:1 P.G.=750.113:1
-1.5%
3:1
Ex. El. 751.37Ex. El. 750.67Ex. El. 750.22Ex. El. 749.79FILL
CUT
AREA = 15.0
AREA = 11.5
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 36.6
AREA = 16.5
VOL. = 48
VOL. = 26
FILL
CUT
AREA = 48.1
AREA = 14.2
VOL. = 67
VOL. = 24
FILL
CUT
AREA = 42.8
AREA = 53.7
VOL. = 97
VOL. = 72
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WInv. Out = 746.49
Str. No. 12
Inv. In From Str. No. 12 = 745.89
Inv. Out = 745.38
Str. No. 11
Inv. In From Str. No. 11 = 745.22
Str. No. 10
12"
12"
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS3
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
47+00 47+00
740
745
750
755
740
745
750
755
47+55 47+55
740
745
750
740
745
750
48+00 48+00
740
745
750
755
740
745
750
755
48+50 48+50
740
745
750
755
740
745
750
755
P.G.=749.693:1
-1.5%
3:1 P.G.=749.533:1
-1.5%
3:1 P.G.=749.642:1-1.5%
2.6:1 P.G.=750.032:13:1
3.0:1
Ex. El. 749.32Ex. El. 748.74Ex. El. 748.63Ex. El. 748.80FILL
CUT
AREA = 50.4
AREA = 54.0
VOL. = 86
VOL. = 100
FILL
CUT
AREA = 104.0
AREA = 24.9
VOL. = 157
VOL. = 80
FILL
CUT
AREA = 156.3
AREA = 17.5
VOL. = 217
VOL. = 35
FILL
CUT
AREA = 261.1
AREA = 4.4
VOL. = 386
VOL. = 20
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/W12"
Inv. In From Str. No. 14 = 744.89
Inv. In From Str. No. 15 = 745.49
Inv. Out = 744.16
Str. No. 13
12"
Inv. In From Str. No. 16 = 745.35
Inv. Out = 745.35
Str. No. 14
D.S.=743.93
Conduit/InterductConduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS4
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
49+00 49+00
740
745
750
755
740
745
750
755
49+50 49+50
740
745
750
755
740
745
750
755
50+00 50+00
740
745
750
755
740
745
750
755
50+50 50+50
740
745
750
755
740
745
750
755
P.G.=750.692:1
3:1
2.7:1 P.G.=751.492:1
3:1
2.3:1 P.G.=752.293:1
3:1
2.5:1 P.G.=753.09752.57
3.0:1
3:1
Ex. El. 749.50Ex. El. 749.83Ex. El. 750.56Ex. El. 751.52FILL
CUT
AREA = 354.2
AREA = 0.0
VOL. = 570
VOL. = 4
FILL
CUT
AREA = 321.8
AREA = 0.0
VOL. = 625
VOL. = 0
FILL
CUT
AREA = 259.9
AREA = 0.0
VOL. = 541
VOL. = 0
FILL
CUT
AREA = 147.3
AREA = 16.9
VOL. = 381
VOL. = 16
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WInv. Out = 746.54
Str. No. 19
Inv. In From Str. No. 19 = 746.10
Inv. Out = 743.92
Str. No. 18
12"
12"
D.S.=743.75
Str. No. 20 D.S.=745.02
U.S.=745.70
53"
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS5
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
51+00 51+00
740
745
750
755
740
745
750
755
51+50 51+50
740
745
750
755
760
740
745
750
755
760
52+00 52+00
740
745
750
755
760
740
745
750
755
760
P.G.=753.89753.37
3.0:1
3:1 P.G.=754.69754.17
3.0:1
3:1 P.G.=755.49754.97
3.0:1
3:1
Ex. El. 752.59Ex. El. 753.50Ex. El. 754.39FILL
CUT
AREA = 97.8
AREA = 23.9
VOL. = 230
VOL. = 38
FILL
CUT
AREA = 133.3
AREA = 11.5
VOL. = 217
VOL. = 33
FILL
CUT
AREA = 119.9
AREA = 26.4
VOL. = 238
VOL. = 36
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WInv. Out = 749.74
Str. No. 22
12"
Inv. In From Str. No. 22 = 749.30
Inv. Out = 745.20
Str. No. 21
12"
D.S.=745.00
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS6
50 10 15 20 25 30 35 40 45 50 5551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
80859095
50 10 15 20 25 30 35 40 45 50 555101520253035404550556065707580859095
52+50 52+50
740
745
750
755
760
740
745
750
755
760
53+00 53+00
740
745
750
755
760
740
745
750
755
760
53+50 53+50
740
745
750
755
760
740
745
750
755
760
P.G.=756.29755.37
3.0:1
-1.5%P.G.=757.09755.77
3.0:1
-1.5%P.G.=757.76756.17
3.0:1
-1.5%Ex. El. 755.34Ex. El. 756.13Ex. El. 756.54FILL
CUT
AREA = 97.6
AREA = 69.2
VOL. = 203
VOL. = 90
FILL
CUT
AREA = 68.8
AREA = 113.5
VOL. = 154
VOL. = 169
FILL
CUT
AREA = 64.5
AREA = 154.0
VOL. = 124
VOL. = 248
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WConduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS7M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
100105
100105
54+00 54+00
740
745
750
755
760
740
745
750
755
760
54+50 54+50
740
745
750
755
760
740
745
750
755
760
55+00 55+00
740
745
750
755
760
740
745
750
755
760
P.G.=758.16756.57
3.1:1
-1.5%P.G.=758.30756.67
3.0:1
-1.5%P.G.=758.17756.47
3.0:1
-1.5%Ex. El. 756.81Ex. El. 756.88Ex. El. 756.96FILL
CUT
AREA = 88.8
AREA = 140.1
VOL. = 142
VOL. = 272
FILL
CUT
AREA = 111.5
AREA = 153.9
VOL. = 185
VOL. = 272
FILL
CUT
AREA = 97.2
AREA = 170.0
VOL. = 193
VOL. = 300
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WConduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS8M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
100105
100105
55+50 55+50
740
745
750
755
760
740
745
750
755
760
56+00 56+00
740
745
750
755
760
740
745
750
755
760
56+50 56+50
740
745
750
755
760
740
745
750
755
760
P.G.=757.91756.27
3.0:1
-1.5%P.G.=757.65756.07
3.0:1
-1.5%P.G.=757.39755.87
3.0:1
-1.5%Ex. El. 757.25Ex. El. 757.40Ex. El. 757.47FILL
CUT
AREA = 53.8
AREA = 202.1
VOL. = 140
VOL. = 345
FILL
CUT
AREA = 38.4
AREA = 228.7
VOL. = 85
VOL. = 399
FILL
CUT
AREA = 27.5
AREA = 240.6
VOL. = 61
VOL. = 435
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WConduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS9M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
100105
100105
57+00 57+00
740
745
750
755
760
740
745
750
755
760
57+50 57+50
740
745
750
755
760
740
745
750
755
760
P.G.=757.13755.67
3.0:1
-1.5%P.G.=756.87755.47
3.0:1
-1.5%
57+81 57+81
740
745
750
755
760
740
745
750
755
760
Ex. El. 757.42Ex. El. 757.39FILL
CUT
AREA = 22.3
AREA = 262.5
VOL. = 46
VOL. = 466
FILL
CUT
AREA = 15.2
AREA = 310.8
VOL. = 35
VOL. = 531P.G.=756.71755.35
3.0:1
-1.5%
FILL
CUT
AREA = 12.0
AREA = 364.0
VOL. = 16
VOL. = 387 Ex. El. 757.33Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WConduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A1"
1"=5'
1"=5'
XS10M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
50 10 15 20 25 30 35 40 455101520253035404550556065707580859095
100105
100105
57+81 57+81
740
745
750
755
760
740
745
750
755
760
P.G.=756.71755.34
3.0:1
58+50 58+50
745
750
755
760
745
750
755
760
754.87P.G.=756.354:1
6:1
59+00 59+00
745
750
755
760
745
750
755
760
P.G.=756.09754.47
3.1:1
6:1
59+50 59+50
745
750
755
760
745
750
755
760
P.G.=755.83754.07
3.0:1
6:1
Ex. El. 757.32FILL
CUT
AREA = 11.6
AREA = 364.2
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 12.2
AREA = 380.0
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 6.5
AREA = 388.6
VOL. = 13
VOL. = 525
FILL
CUT
AREA = 0.0
AREA = 344.1
VOL. = 6
VOL. = 644
Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WStr. No. 30
746.10
Str. No. 30
746.21
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Inv. Out = 752.20
Str. No. 26
Inv. In From Str. No. 26 = 751.76
Inv. Out = 746.25
Str. No. 25
12"
12"
D.S.=746.00Str. No. 30
746.00
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A1"
1"=5'
1"=5'
XS11M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 4551015202530354045505560657075808590
50 10 15 20 25 30 35 40 4551015202530354045505560657075808590
50 55 60
50 55 60
60+00 60+00
745
750
755
760
745
750
755
760
P.G.=755.57753.673:1
6:1
60+50 60+50
745
750
755
760
745
750
755
760
60+75 60+75
745
750
755
760
745
750
755
760
4:1
4:1
FILL
CUT
AREA = 0.0
AREA = 294.2
VOL. = 0
VOL. = 591
FILL
CUT
AREA = 0.0
AREA = 272.7
VOL. = 0
VOL. = 520
Ex. R/WEx. R/WEx. R/WStr. No. 30
746.33
Str. No. 30
746.45
Inv. Out = 751.16
Str. No. 27- Pr. El.=755.15- Pr. El.=755.18- Pr. El.=755.18- Pr. El.=755.0912"
Inv. In From Str. No. 27 = 751.11
Inv. In From Str. No. 28 = 751.11
Inv. Out = 751.11
Str. No. 29 @ 60+58
Inv. Out = 751.35
Str. No. 28
12"
Inv. In From Str. No. 32B = 746.53
Inv. In From Str. No. 31 = 750.27
Inv. Out = 746.53
Str. No. 30 @ 60+83
Inv. In From Str. No. 29 = 750.55
Inv. Out = 750.55
Str. No. 31 @ 60+75
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A2"
1"=5'
1"=5'
XS12
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
63+00 63+00
745
750
755
760
745
750
755
760
4:1
4:1
63+37 63+37
745
750
755
760
745
750
755
760
P.G.=754.13753.04
4:1
64+00 64+00
745
750
755
760
745
750
755
760
752.79P.G.=753.424:1
Ex. El. 755.78Ex. El. 754.86Ex. El. 754.80FILL
CUT
AREA = 1.9
AREA = 142.5
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 0.0
AREA = 141.5
VOL. = 2
VOL. = 331
Str. No. 36
747.67
Str. No. 36
747.82
Str. No. 36
748.09
- Pr. El.=754.52Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
- Pr. El.=754.39Pr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A2"
1"=5'
1"=5'
XS13
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
64+50 64+50
745
750
755
760
745
750
755
760
752.59P.G.=753.114:1
64+85 64+85
745
750
755
760
745
750
755
760
752.45P.G.=753.034:1
65+43 65+43
745
750
755
760
745
750
755
760
P.G.=753.144:1
4:1
Ex. El. 754.71Ex. El. 754.43Ex. El. 753.63FILL
CUT
AREA = 0.0
AREA = 185.3
VOL. = 0
VOL. = 303
FILL
CUT
AREA = 1.1
AREA = 164.5
VOL. = 1
VOL. = 227
FILL
CUT
AREA = 49.4
AREA = 52.0
VOL. = 54
VOL. = 232
Str. No. 36
748.29
Str. No. 42
749.63
Inv. In From Str. No. 38 = 748.82
Inv. Out = 748.82
Str. No. 37
Inv. In From Str. No. 42 = 749.34
Inv. In From Str. No. 37 = 748.60
Inv. In From Str. No. 35 = 748.44
Inv. Out = 748.44
Str. No. 36
Inv. In From Str. No. 33 = 748.71
Inv. Out = 748.71
Str. No. 35
12"12"
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Pr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS14
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
65+43 65+43
745
750
755
760
745
750
755
760
66+00 66+00
745
750
755
745
750
755
66+50 66+50
745
750
755
745
750
755
67+00 67+00
750
755
760
750
755
760
4:1
4:1P.G.=753.563:1P.G.=754.17751.46
4:1P.G.=755.00751.66
4:1
Ex. El. 753.63Ex. El. 753.00Ex. El. 753.42Ex. El. 754.12Ex. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 49.4
AREA = 52.0
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 139.1
AREA = 0.4
VOL. = 204
VOL. = 53
FILL
CUT
AREA = 165.7
AREA = 8.9
VOL. = 285
VOL. = 8
FILL
CUT
AREA = 150.1
AREA = 2.1
VOL. = 289
VOL. = 9
Str. No. 42
749.63
Str. No. 42
749.92
Inv. Out = 750.65
Str. No. 43
Inv. In From Str. No. 42A = 750.17
Inv. In From Str. No. 43 = 750.43
Inv. In From Str. No. 41 = 750.42
Inv. Out = 750.17
Str. No. 42
Inv. In From Str. No. 40 = 750.64
Inv. Out = 750.64
Str. No. 41
12"15"12"U.S.=751.34
P.G.=753.14Str. No. 42A
750.37
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Pr. R/WPr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS15
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
67+50 67+50
750
755
760
750
755
760
68+00 68+00
750
755
760
750
755
760
68+50 68+50
750
755
760
750
755
760
69+00 69+00
750
755
760
750
755
760
69+50 69+50
750
755
760
750
755
760
P.G.=756.00751.86
4:1
755.38 P.G.=756.84755.23
755.78 P.G.=757.37755.69
756.18 P.G.=757.58755.84
755.88 P.G.=757.48755.99
Ex. El. 754.99Ex. El. 756.06Ex. El. 757.07Ex. El. 757.82Ex. El. 758.31Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 114.4
AREA = 17.3
VOL. = 238
VOL. = 16
FILL
CUT
AREA = 70.1
AREA = 8.2
VOL. = 167
VOL. = 22
FILL
CUT
AREA = 34.5
AREA = 37.1
VOL. = 95
VOL. = 43
FILL
CUT
AREA = 20.3
AREA = 71.6
VOL. = 50
VOL. = 100
FILL
CUT
AREA = 9.0
AREA = 97.1
VOL. = 27
VOL. = 156
Str. No. 47
750.96
Str. No. 47
751.16
Str. No. 47
751.35
Str. No. 42A
750.76
Str. No. 42A
750.56
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Pr. R/WPr. R/WPr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS16
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
70+00 70+00
750
755
760
750
755
760
70+50 70+50
750
755
760
750
755
760
71+00 71+00
750
755
760
750
755
760
71+50 71+50
750
755
760
750
755
760
72+00 72+00
750
755
760
750
755
760
755.58 P.G.=757.22756.14
755.28 P.G.=757.09756.29
755.88 P.G.=757.22756.44
756.48 P.G.=757.48756.59
757.08 P.G.=757.74756.74
Ex. El. 758.76Ex. El. 758.86Ex. El. 758.87Ex. El. 758.90Ex. El. 759.15Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 0.3
AREA = 107.1
VOL. = 9
VOL. = 189
FILL
CUT
AREA = 0.2
AREA = 109.7
VOL. = 0
VOL. = 201
FILL
CUT
AREA = 0.4
AREA = 87.8
VOL. = 1
VOL. = 183
FILL
CUT
AREA = 2.4
AREA = 86.1
VOL. = 3
VOL. = 161
FILL
CUT
AREA = 4.1
AREA = 71.0
VOL. = 6
VOL. = 145
Str. No. 47
751.55
Str. No. 53
752.25
Str. No. 53
752.50
Str. No. 53
752.75
Inv. Out = 753.32
Str. No. 45
Inv. In From Str. No. 49 = 752.90
Inv. In From Str. No. 45 = 753.07
Inv. Out = 752.90
Str. No. 46
Inv. In From Str. No. 53 = 752.00
Inv. In From Str. No. 48 = 752.63
Inv. In From Str. No. 46 = 752.68
Inv. Out = 751.75
Str. No. 47 Inv. In From Str. No. 50 = 752.90
Inv. Out = 752.90
Str. No. 48
12"12"12"
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Pr. R/WPr. R/WPr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS17
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
72+50 72+50
750
755
760
750
755
760
73+00 73+00
750
755
760
750
755
760
73+50 73+50
750
755
760
765
750
755
760
765
74+00 74+00
750
755
760
765
750
755
760
765
757.68 P.G.=758.00756.94
757.64 P.G.=758.26757.14
757.44 P.G.=758.52757.34
757.24 P.G.=758.78757.54
Ex. El. 759.58Ex. El. 759.84Ex. El. 760.11Ex. El. 760.30Ex. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 2.8
AREA = 78.4
VOL. = 6
VOL. = 138
FILL
CUT
AREA = 2.0
AREA = 78.7
VOL. = 4
VOL. = 145
FILL
CUT
AREA = 2.5
AREA = 76.7
VOL. = 4
VOL. = 144
FILL
CUT
AREA = 7.3
AREA = 69.9
VOL. = 9
VOL. = 136
Str. No. 53
753.00
Inv. Out = 754.11
Str. No. 52
Inv. In From Str. No. 54 = 753.84
Inv. In From Str. No. 52 = 753.89
Inv. In From Str. No. 57 = 753.25
Inv. Out = 753.25
Str. No. 53 Inv. Out = 754.11
Str. No. 54
12"12"
Str. No. 57
753.50
Str. No. 57
753.75
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS18
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
74+50 74+50
750
755
760
765
750
755
760
765
75+00 75+00
750
755
760
750
755
760
75+50 75+50
750
755
760
765
750
755
760
765
76+00 76+00
755
760
765
755
760
765
76+21 76+21
755
760
765
755
760
765
757.04 P.G.=759.04757.74P.G.=759.30757.94
756.38
758.14P.G.=759.564:1
3:1
756.20
758.34P.G.=759.825:1
3:1 P.G.=759.93758.42
-4.5%Ex. El. 760.19Ex. El. 759.87Ex. El. 759.67Ex. El. 759.58Ex. El. 759.58Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 19.1
AREA = 49.1
VOL. = 24
VOL. = 110
FILL
CUT
AREA = 45.4
AREA = 42.4
VOL. = 60
VOL. = 85
FILL
CUT
AREA = 49.6
AREA = 29.7
VOL. = 88
VOL. = 67
FILL
CUT
AREA = 63.0
AREA = 36.2
VOL. = 104
VOL. = 61
FILL
CUT
AREA = 55.7
AREA = 31.3
VOL. = 46
VOL. = 26
Inv. Out = 755.40
Str. No. 58 Inv. Out = 755.41
Str. No. 59
12"12"
Str. No. 56
756.84
Str. No. 61
756.13
DRIVE LT.
Str. No. 57
754.00
Str. No. 57
754.25
Inv. In From Str. No. 58 = 755.18
Inv. In From Str. No. 59 = 755.14
Inv. Out = 754.50
Str. No. 57
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS19
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
77+00 77+00
755
760
765
755
760
765
77+50 77+50
750
755
760
765
750
755
760
765
78+00 78+00
750
755
760
765
750
755
760
765
78+57 78+57
750
755
760
765
750
755
760
765
755.84
758.54P.G.=760.346:1
3:1
758.34P.G.=760.60755.66
4:1
3:1
758.14P.G.=760.86755.48
3:1
3:1
757.91P.G.=761.15755.28
2:1
3:1
Ex. El. 760.05Ex. El. 760.16Ex. El. 760.05Ex. El. 759.91Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 127.1
AREA = 24.3
VOL. = 265
VOL. = 83
FILL
CUT
AREA = 134.9
AREA = 23.2
VOL. = 239
VOL. = 46
FILL
CUT
AREA = 141.6
AREA = 20.5
VOL. = 252
VOL. = 42
FILL
CUT
AREA = 150.1
AREA = 8.3
VOL. = 303
VOL. = 32
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS20
50 10 15 20 25 30 35 40 45 50 55 60 6551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
8085
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
78+97 78+97
755
760
765
755
760
765
79+58 79+58
750
755
760
750
755
760
80+00 80+00
755
760
765
755
760
765
758.18 757.75P.G.=761.243:1
4:1
3:1
3:1P.G.=761.03757.51
3:1
6:1P.G.=760.78757.34
3:1 3:1
4:1
Ex. El. 759.74Ex. El. 759.41Ex. El. 759.25Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 124.1
AREA = 24.3
VOL. = 200
VOL. = 25
FILL
CUT
AREA = 158.0
AREA = 0.2
VOL. = 147
VOL. = 11
FILL
CUT
AREA = 36.4
AREA = 17.5
VOL. = 23
VOL. = 6
Existing Pipe
Existing Pipe
Existing Pipe
79+20 79+20
755
760
755
760P.G.=761.21+1.4%4:1 -7.3%
79+89 79+89
755
760
765
755
760
765
P.G.=760.85+2.0%-4.2%4:1
Str. No. 61A
757.66
Existing Pipe
Existing Pipe
FILL
CUT
AREA = 74.9
AREA = 9.8
VOL. = 134
VOL. = 6
FILL
CUT
AREA = 52.4
AREA = 16.1
VOL. = 75
VOL. = 17
DRIVE RT.
DRIVE LT.
DRIVE RT.
Str. No. 61B
757.38Ex. El. 759.29Ex. El. 759.56Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS21M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
80+65 80+65
750
755
760
765
750
755
760
765
81+03 81+03
750
755
760
750
755
760
81+50 81+50
750
755
760
750
755
760
82+00 82+00
750
755
760
750
755
760
82+25 82+25
750
755
760
750
755
760
757.08P.G.=760.393:1
3:1P.G.=760.16756.93
4:1
3:1
3:1
4:1 P.G.=759.88756.74
4:1
3:1
3:1
4:1 P.G.=759.58756.54
3:1
3:1
3:1P.G.=759.43756.44
3:1
3:1
3:1
Ex. El. 759.10Ex. El. 759.09Ex. El. 758.79Ex. El. 758.57Ex. El. 758.51Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 116.6
AREA = 14.4
VOL. = 184
VOL. = 38
FILL
CUT
AREA = 126.9
AREA = 9.3
VOL. = 171
VOL. = 17
FILL
CUT
AREA = 138.5
AREA = 5.5
VOL. = 232
VOL. = 13
FILL
CUT
AREA = 150.0
AREA = 2.5
VOL. = 267
VOL. = 7
FILL
CUT
AREA = 156.2
AREA = 1.3
VOL. = 142
VOL. = 2
Inv. In From Str. No. 63A = 755.77
Inv. Out = 755.77
Str. No. 63
Inv. In From Str. No. 63 = 755.62
Str. No. 62
12"
Inv. Out = 755.28
Str. No. 65
Inv. In From Str. No. 65 = 754.76
Inv. Out = 754.76
Str. No. 64
12"12"
D.S.=754.58
Existing Pipe
Existing Pipe
Inv. Out = 756.14
Str. No. 63A
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS22M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
83+00 83+00
750
755
760
765
750
755
760
765
83+60 83+60
750
755
760
765
750
755
760
765
84+04 84+04
750
755
760
765
750
755
760
765
84+50 84+50
750
755
760
765
750
755
760
765
P.G.=758.98756.14
3:1
3:1 3:1P.G.=758.80755.90
3:1
3:1
3:1
3:1
3:1 3:1P.G.=759.16756.29
3:1 3:1 3:13:1
Ex. El. 758.51Ex. El. 758.80Ex. El. 759.08Ex. El. 758.43Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 112.5
AREA = 11.3
VOL. = 373
VOL. = 17
FILL
CUT
AREA = 100.5
AREA = 16.6
VOL. = 237
VOL. = 31
FILL
CUT
AREA = 119.7
AREA = 14.5
VOL. = 179
VOL. = 25
FILL
CUT
AREA = 101.8
AREA = 15.1
VOL. = 189
VOL. = 25
Inv. Out = 750.85
Str. No. 70
18"Existing 18"
Inv. Out = 755.01
Str. No. 72
12"
D.S.=754.93
Existing Pipe
D.S.=754.28
Inv. In From Str. No. 67 = 754.36
Inv. In From Str. No. 68 = 754.62
Inv. Out = 754.36
Str. No. 66
Inv. In From Str. No. 69 = 754.62
Inv. Out = 754.62
Str. No. 67
12"12"
D.S.=750.75
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS23M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
50 10 15 20 25 30 35 40 45 50 55 60 65510152025303540455055606570758085
85+00 85+00
750
755
760
750
755
760
85+50 85+50
750
755
760
750
755
760
86+00 86+00
750
755
760
750
755
760
86+50 86+50
750
755
760
750
755
760
87+00 87+00
750
755
760
750
755
760
P.G.=759.46756.68P.G.=759.46756.68
3:1 3:1 3:13:1 3:1 3:13:1 P.G.=759.76757.07
4:1 3:1 3:13:1 P.G.=760.06757.46
3:1 3:1
3:13:1 P.G.=760.36757.85
3:1
3:1
3:13:1 P.G.=760.664:1
3:1
3:1
4:1
Ex. El. 759.44Ex. El. 759.79Ex. El. 760.07Ex. El. 760.38Ex. El. 760.60Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 94.5
AREA = 12.1
VOL. = 182
VOL. = 26
FILL
CUT
AREA = 77.1
AREA = 9.6
VOL. = 159
VOL. = 20
FILL
CUT
AREA = 73.0
AREA = 8.1
VOL. = 139
VOL. = 16
FILL
CUT
AREA = 69.4
AREA = 10.5
VOL. = 131
VOL. = 17
FILL
CUT
AREA = 49.4
AREA = 10.2
VOL. = 109
VOL. = 19
Existing Pipe
Existing Pipe
Existing Pipe
Existing Pipe
Existing Pipe
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS24
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
87+50 87+50
755
760
765
755
760
765
88+00 88+00
755
760
765
755
760
765
88+50 88+50
755
760
765
755
760
765
89+00 89+00
755
760
765
755
760
765
89+50 89+50
755
760
765
755
760
765
P.G.=760.874:1
3:1
4:1 P.G.=760.894:1
3:1
4:1 P.G.=760.734:1
4:14:1 P.G.=760.394:14:1 P.G.=759.964:1
Ex. El. 760.72Ex. El. 760.72Ex. El. 760.62Ex. El. 760.33Ex. El. 760.00Ex. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 47.3
AREA = 6.3
VOL. = 89
VOL. = 15
FILL
CUT
AREA = 43.9
AREA = 7.0
VOL. = 84
VOL. = 12
FILL
CUT
AREA = 32.7
AREA = 8.3
VOL. = 72
VOL. = 13
FILL
CUT
AREA = 18.8
AREA = 8.9
VOL. = 49
VOL. = 15
FILL
CUT
AREA = 6.2
AREA = 5.9
VOL. = 23
VOL. = 14
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "PR-A"
1"=5'
1"=5'
XS25
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
90+00 90+00
755
760
765
755
760
765
90+55 90+55
750
755
760
765
750
755
760
765
P.G.=759.52P.G.=759.04Ex. El. 759.62Ex. El. 759.04Ex. R/WEx. R/WEx. R/WEx. R/WFILL
CUT
AREA = 0.0
AREA = 9.9
VOL. = 6
VOL. = 15
FILL
CUT
AREA = 0.9
AREA = 0.4
VOL. = 1
VOL. = 10
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "W-EXIT"
1"=5'
1"=5'
XS26
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
10+86 10+86
745
750
755
760
745
750
755
760
748.51P.G.=752.084:1
11+50 11+50
745
750
755
745
750
755
748.70P.G.=752.084:1
12+00 12+00
745
750
755
745
750
755
748.85P.G.=752.084:1
12+50 12+50
745
750
755
745
750
755
749.29P.G.=752.284:1
13+33 13+33
750
755
760
750
755
760
751.00P.G.=753.764:1
Ex. El. 751.63Ex. El. 751.57Ex. El. 752.70Ex. El. 754.04Ex. El. 755.95FILL
CUT
AREA = 13.1
AREA = 28.8
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 20.0
AREA = 44.1
VOL. = 41
VOL. = 81
FILL
CUT
AREA = 1.4
AREA = 81.9
VOL. = 21
VOL. = 112
FILL
CUT
AREA = 0.0
AREA = 150.7
VOL. = 1
VOL. = 216
FILL
CUT
AREA = 0.0
AREA = 178.3
VOL. = 0
VOL. = 506
SEE SHEET XS26
FOR LINE "W-ENT"
Inv. In From Str. No. 80 = 749.08
Inv. Out = 749.08
Str. No. 81
12"Pr. R/WPr. R/WPr. R/WPr. R/WPr. R/W
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "W-ENT"
1"=5'
1"=5'
XS27
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
10+88 10+88
745
750
755
745
750
755
11+50 11+50
745
750
755
745
750
755
12+00 12+00
745
750
755
745
750
755
12+58 12+58
745
750
755
760
745
750
755
760
12+95 12+95
750
755
760
750
755
760
P.G.=752.13748.52
4:1P.G.=752.13748.77
4:1P.G.=752.13748.97
4:1P.G.=752.564:1P.G.=753.454:1
Ex. El. 751.99Ex. El. 752.10Ex. El. 753.07Ex. El. 754.29Ex. El. 755.52FILL
CUT
AREA = 4.2
AREA = 37.6
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 0.1
AREA = 76.4
VOL. = 5
VOL. = 131
FILL
CUT
AREA = 0.0
AREA = 128.3
VOL. = 0
VOL. = 189
FILL
CUT
AREA = 0.0
AREA = 141.3
VOL. = 0
VOL. = 283
750.16
751.00
SEE SHEET XS25
FOR LINE "W-EXIT"
Inv. In From Str. No. 82A = 749.19
Inv. Out = 749.19
Str. No. 82
12"
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "B"
1"=5'
1"=5'
XS28
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
1+24 1+24
745
750
755
760
765
745
750
755
760
765
P.G.=755.264:1
0+76 0+76
745
750
755
760
765
745
750
755
760
765
P.G.=755.500+00 0+00
750
755
760
765
750
755
760
765
P.G.=755.884:1
0+30 0+30
750
755
760
765
750
755
760
765
P.G.=755.734:1
Ex. El. 756.60Ex. El. 756.92Ex. El. 757.27Ex. El. 757.70Str. No. 32
747.43
Str. No. 32
747.22
Conduit/Interduct
Conduit/Interduct
DIRECTORY PATH: R:\Active\Platinum Properties\River Road Phase 2\CAD\PLANSFILENAME: CROSS SECTIONS.dwgDATE/USER: 1/10/2017 11:29 AM / MmastersonRECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALECITY OF CARMEL
RIVER ROAD PHASE 2______VERTICAL SCALE
CROSS SECTIONS
LINE "B"
1"=5'
1"=5'
XS29
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
M.A.M.
16-ENG-80
XS29
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
M.B.
T.B.
M.A.M.
_____
1+75 1+75
745
750
755
760
765
745
750
755
760
765
P.G.=755.002+25 2+25
745
750
755
760
765
745
750
755
760
765
P.G.=755.164:1
2+70 2+70
750
755
760
765
750
755
760
765
P.G.=755.413+15 3+15
750
755
760
765
750
755
760
765
P.G.=755.654:1
Ex. El. 757.36Ex. El. 757.20Ex. El. 757.21Ex. El. 757.53Str. No. 32B
747.05
Str. No. 32B
746.83
Conduit/Interduct
Conduit/Interduct