HomeMy WebLinkAboutNorth End Phase 2 Multifamily Approved PlansNO
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S MATTO X
NORTH END PHASE 2 - PZ 2025-00014 ADLS
CARMEL, INDIANA
FINAL CONSTRUCTION PLANS
VICINITY MAP
LOCATION MAP
OWNER/DEVELOPER
OLD TOWN COMPANIES, LLC
1132 S. RANGELINE RD., SUITE 100
CARMEL, IN 46032
PHONE: (317) 816-3151
CONTACT: JUSTIN MOFFETT
EMAIL: justin@oldtowndesigngroup.com
NO
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ENGINEER/SURVEYOR
CROSSROAD ENGINEERS, PC
115 N. 17th AVENUE
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
ENGINEER CONTACT: CHARLIE MATTOX
EMAIL: cmattox@crossroadengineers.com
SURVEYOR CONTACT: G.W. CHARLES
EMAIL: gwcharles@crossroadengineers.com
100
10
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PROJECT
LOCATION
NO
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PLAN INDEX
SHEET #SUBJECT
PROJECT
UTILITIES
LEGAL DESCRIPTION LOCATION
DEVELOPMENT DATA SUMMARY
NOTE
11/10/2025
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200
20
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TOPOGRAPHICAL NOTES
UTILITIES
EXISTING LEGEND
BENCHMARK INFORMATION
FLOODPLAIN INFORMATION
TO
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11/10/2025
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201
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TOPOGRAPHICAL NOTES
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FLOODPLAIN INFORMATION
DE
M
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11/10/2025
ONE
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MATT O X
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PROPOSED LEGEND
S
EXISTING LEGEND
BUILDING LOCATIONS
TYPICAL SECTION
11/10/2025
ONE
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ONE
WAY
COMMON AREA A
COMMON AREA B
COMMON AREA A
LOT 62
LOT 61
R/W
LOT 62
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C
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301
30
1
SI
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D
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N
S
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P
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SIGNAGE DETAILSADA PARKING DETAILS
TYPICAL ADA PARKING PLAN
ADA PARKING SIGNAGE
NO
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PARKING ANALYSIS
ABBREVIATIONS
ANGLED PARKING DETAIL
MAT
C
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302
SITE DIMENSION LEGEND SITE DIMENSION NOTES
PROPOSED LEGEND
S
EXISTING LEGEND
STREAM BUFFER
MAINTAIN AS
NATURAL AREA
DO NOT MOW
OR SPRAY
11/10/2025
COMMON AREA A
NO
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302
30
2
SI
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S
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P
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NO
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ABBREVIATIONS
MAT
C
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301
SITE DIMENSION LEGEND SITE DIMENSION NOTES
PROPOSED LEGEND
S
EXISTING LEGEND
11/10/2025
ONE
WAY
ONE
WAY
L3
L4
L
5
L
6
L7
L8
L
9
L1
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L12
L13
L14
L
1
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N56°
3
6
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2
7
1
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5
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COMMON AREA A
COMMON AREA B
LOT 62
COMMON AREA A
LOT 62
LOT 61
R/W
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400
40
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EXISTING LEGEND
PROPOSED LEGEND
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UT
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P
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UTILITIES
NO
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401
UTILITIES NOTES
UTILITY LEGEND
11/10/2025
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 1
STR. NO. 2
STR. NO. 3
STR. NO. 4
STR. NO. 5
SANITARY SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. SS-1
STR. NO. SS-2
STR. NO. SS-3
STR. NO. SS-4
STR. NO. SS-5
STR. NO. SS-6
STR. NO. SS-EX-1
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 6
STR. NO. 7
STR. NO. 8
STR. NO. 8A
STR. NO. 9
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 9A
STR. NO. 10
STR. NO. 10A
STR. NO. 10B
STR. NO. 10C
STORM CULVERT DATA TABLE
STR. DATA CULVERT
STR. NO. 101
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 10D
STR. NO. 11
STR. NO. 11A
S0
0
°
0
5
'
0
8
"
E
3
7
4
.
0
1
'
N81°04'01"
W
2
1
5
.
0
3
'
N81°07'33"
W
1
9
6
.
9
6
'
LOT 62
LOT 62
COMMON AREA A
LOT 61
R/W
NORTH END DRIVE
SANITARY LATERAL DATA TABLE
RUN LENGTH
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
40
1
U
T
I
L
I
T
Y
.
d
w
g
DA
T
E
/
U
S
E
R
:
9/
1
9
/
2
0
2
5
8
:
3
5
A
M
/
Dp
e
l
o
s
o
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
401
40
1
EXISTING LEGEND
PROPOSED LEGEND
S
UT
I
L
I
T
Y
P
L
A
N
UTILITIES
NO
R
T
H
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
400
UTILITIES NOTES
UTILITY LEGEND
11/10/2025
ONE
WAY
NOR
T
H
E
N
D
D
R
I
V
E
800
805
810
815
820
825
830
835
840
845
850
855
860
800
805
810
815
820
825
830
835
840
845
850
855
860
P.
G
.
=
8
3
2
.
1
1
TOP BOX EL.=830.73
TOP BOX EL.=829.99P.
G
.
=
8
3
1
.
4
6
P.
G
.
=
8
3
2
.
1
5
Flowline = 826.41
Inv.=825.91
Elev.=831.46 Elev.=831.46
Elev.=830.44
Elev.=828.16
2:1 M
a
x
.
2:1
M
a
x
.
6"
10'
3.
5
'
6" Sump
Elev.=832.15
Flowline = 827.15
Inv.=826.65
Elev.=832.15
Elev.=831.66
Elev.=830.44
2:1
M
a
x
.
6"
2:1 M
a
x
.
10'
3.
5
'
6" Sump
6'7'6.88'5'
ELEVATION - SOUTH WALL - DOWNSTREAM ENDELEVATION - NORTH WALL - UPSTREAM END
No ScaleNo Scale
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
40
2
C
U
L
V
E
R
T
.
d
w
g
DA
T
E
/
U
S
E
R
:
9/
1
6
/
2
0
2
5
1
1
:
0
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
402
40
2
CU
L
V
E
R
T
P
L
A
N
10'-0" OPENING x 3'-6" RISE
PRECAST REINFORCED CONCRETE FOUR-SIDED CULVERT
HYDRAULIC DATA
48.0 acres
196.00 cfs
0 ft
DRAINAGE AREA
Q100
ROADWAY OVERFLOW WATERWAY AREA
Live Load
Dead Load
4
1
18"18"
Structure Backfill
Type 2
1
1
*
18"
*Proposed
Ground Line
Va
r
i
e
s
-
4
'
M
i
n
.
B
e
l
o
w
F
l
o
w
l
i
n
e
*
Dimensions to be determined
by Unit Manufacturer
STRUCTURE BACKFILL, TYPE 2
CULVERT CROSS SECTION
No Scale
WINGWALL SECTION
No Scale
0'
-
6
"
Designed for self-weight plus 35 psf for future wearing surface.
The Structure shall be designed for HL-93 loading in
accordance with AASHTO LRFD Bridge Design Specifications,
6th Edition, and all subsequent interim specifications.
STRUCTURE BACKFILL, TYPE 2
Headwalls and wingwalls may be precast or cast in place.
DESIGN DATA
GENERAL NOTES
3' Min.
SECTION
Scale: 1" = 20'
PLAN
Scale: 1" = 20'
11/10/2025
COMMON AREA A
COMMON AREA B
LOT 62
LOT 62
COMMON AREA A
LOT 61
R/W
NORT
H
E
N
D
D
R
I
V
E
N
O
R
T
H
E
N
D
D
R
I
V
E
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
50
0
G
R
A
D
I
N
G
.
d
w
g
DA
T
E
/
U
S
E
R
:
10
/
3
1
/
2
0
2
5
3
:
2
9
P
M
/
Dp
e
l
o
s
o
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
500
50
0
800
800
GRADING LEGEND
BENCHMARK INFORMATION
GR
A
D
I
N
G
P
L
A
N
NO
R
T
H
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
501
GRADING NOTES
11/10/2025
LOT 62
LOT 62
LOT 61
R/W
COMMON AREA A
NORTH
E
N
D
D
R
I
V
E
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
50
1
G
R
A
D
I
N
G
.
d
w
g
DA
T
E
/
U
S
E
R
:
11
/
3
/
2
0
2
5
8
:
5
5
A
M
/
Cm
a
t
t
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
501
50
1
800
800
GRADING LEGEND
BENCHMARK INFORMATION
GR
A
D
I
N
G
P
L
A
N
NO
R
T
H
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
500
GRADING NOTES
11/10/2025
ONE
WAY
ONE
WAY
COMMON AREA A
COMMON AREA B
LOT 62
N
O
R
T
H
E
N
D
D
R
I
V
E
M
O
N
O
N
T
R
A
I
L
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
50
2
P
A
T
H
.
d
w
g
DA
T
E
/
U
S
E
R
:
10
/
3
1
/
2
0
2
5
3
:
0
2
P
M
/
Dp
e
l
o
s
o
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
502
50
2
PA
T
H
P
L
A
N
ABBREVIATIONS
NO
R
T
H
800
800
GRADING LEGEND
GRADING NOTES
SITE DIMENSION LEGENDSITE DIMENSION NOTES
800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
11/10/2025
S89°50'26"W 602.25'
S0
0
°
0
6
'
1
5
"
E
7
7
9
.
6
9
'
L12
L11
L1
0
L9
L8 L7
L6
L
5
L
4
L
3
L2
L1
N0
0
°
2
1
'
1
8
"
W
1
0
4
3
.
6
1
'
BF
E
7
9
4
W. 136TH STRE
E
T
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 500
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
50
3
B
R
U
C
E
P
R
O
P
E
R
T
Y
.
d
w
g
DA
T
E
/
U
S
E
R
:
10
/
2
8
/
2
0
2
5
1
:
4
3
P
M
/
Cm
a
t
t
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
503
50
3
OF
F
S
I
T
E
P
O
N
D
P
L
A
N
ABBREVIATIONS
800
800
GRADING LEGEND
END SECTION RIPRAP APRON DIMENSIONS
DETENTION FACILITY OUTLET STRUCTURE DETAIL
STR. NO 21
GRADING NOTES
SITE DIMENSION NOTES
800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
LOCATION MAP
NO
R
T
H
PROJECT
LOCATION
SIGN POST DETAIL
SIGNAGE DETAIL
CLAY POND LINER SPECIFICATIONS
11/10/2025
N51°
1
2
'
2
3
"
E
3
8
4
.
6
9
'
S
3
3
°
0
2
'
4
1
"
E
8
0
.
1
9
'
S0
0
°
0
5
'
0
8
"
E
4
0
5
.
6
0
'
S0
0
°
0
5
'
0
8
"
E
3
7
4
.
0
1
'
N81°04'01"
W
2
1
5
.
0
3
'
N81°07'33"
W
1
9
6
.
9
6
'
L
2
L3
L4
L
5
L
6
L
7
L8
L
9
L1
0
L
1
1
L12
L13L14
L
1
5
L16
N56°
3
6
'
1
8
"
E
2
7
1
.
5
8
'
N67°29
'
1
8
"
E
1
4
7
.
6
9
'
N67°29
'
1
8
"
E
1
2
3
.
4
6
'
L
1
7
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
50
4
F
L
O
O
D
.
d
w
g
DA
T
E
/
U
S
E
R
:
9/
1
6
/
2
0
2
5
2
:
1
2
P
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
504
50
4
800
800
GRADING LEGEND
GRADING NOTES
BENCHMARK INFORMATION
FL
O
O
D
R
O
U
T
I
N
G
P
L
A
N
NO
R
T
H
11/10/2025
S0
0
°
0
5
'
0
8
"
E
4
0
5
.
6
0
'
S0
0
°
0
5
'
0
8
"
E
3
7
4
.
0
1
'
N81°04'01"
W
2
1
5
.
0
3
'
COMMON AREA A
LOT 62
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
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n
P
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r
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e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
0
F
L
O
O
D
M
I
T
I
G
A
T
I
O
N
.
d
w
g
DA
T
E
/
U
S
E
R
:
9/
1
6
/
2
0
2
5
1
:
1
8
P
M
/
Cm
a
t
t
o
x
De
v
e
l
o
p
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e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
600
60
0
NO
R
T
H
BENCHMARK INFORMATION
PROPOSED LEGEND
S
FL
O
O
D
M
I
T
I
G
A
T
I
O
N
P
L
A
N
11/10/2025
0+25 0+25
810
820
830
810
820
830
0+50 0+50
810
820
810
820
0+75 0+75
810
820
810
820
LITTLE COOL CREEK BFE = 813.00
NO
R
T
H
E
N
D
D
R
I
V
E
0+
0
0
EX
I
S
T
I
N
G
S
T
R
E
A
M
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
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e
\
U
p
t
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n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
1
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
601
60
1
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
1+00 1+00
810
820
810
820
1+25 1+25
810
820
810
820
1+50 1+50
800
810
820
800
810
820
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
1+
0
0
NORTH END D
R
I
V
E
EX
I
S
T
I
N
G
S
T
R
E
A
M
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
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P
A
T
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:
R:
\
A
c
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\
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P
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r
t
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r
s
\
N
o
r
t
h
E
n
d
P
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a
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e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
1
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
602
60
2
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
1+75 1+75
800
810
820
800
810
820
2+00 2+00
800
810
820
800
810
820
2+25 2+25
800
810
820
800
810
820
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
2+
0
0
2+
2
9
EX
I
S
T
I
N
G
S
T
R
E
A
M
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
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e
\
U
p
t
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w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
1
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
603
60
3
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
25
+
0
0
25+00 25+00
800
810
820
830
800
810
820
830
25+25 25+25
800
810
820
830
840
800
810
820
830
840
25+50 25+50
800
810
820
830
840
800
810
820
830
840
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
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w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
4
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
604
60
4
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
26
+
0
0
25+75 25+75
800
810
820
830
800
810
820
830
26+00 26+00
800
810
820
830
800
810
820
830
26+25 26+25
800
810
820
830
800
810
820
830
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
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w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
4
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
605
60
5
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
27
+
0
0
26+50 26+50
800
810
820
800
810
820
26+75 26+75
800
810
820
800
810
820
27+00 27+00
800
810
820
830
800
810
820
830
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
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w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
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e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
4
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
606
60
6
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
27
+
8
8
27+25 27+25
800
810
820
830
800
810
820
830
27+50 27+50
800
810
820
830
800
810
820
830
27+75 27+75
800
810
820
830
800
810
820
830
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
LITTLE COOL CREEK BFE = 813.00
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
o
w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
60
4
F
L
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
2/
2
0
/
2
0
2
5
9
:
1
9
A
M
/
Lc
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
607
60
7
FL
O
O
D
C
R
O
S
S
S
E
C
T
I
O
N
S
11/10/2025
D HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
795
800
805
810
815
820
825
795
800
805
810
815
820
825
25+00 26+00 26+40
81
3
.
5
1
81
2
.
8
6
81
2
.
3
8
81
1
.
9
8
81
1
.
9
3
81
7
.
7
6
81
7
.
8
4
81
7
.
7
7
81
7
.
6
7
81
7
.
3
4
∅
E HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
790
795
800
805
810
815
820
790
795
800
805
810
815
820
30+00 31+00 31+25
81
1
.
9
8
81
1
.
4
0
81
0
.
7
4
81
0
.
4
0
81
0
.
2
1
81
6
.
6
4
81
7
.
0
8
81
5
.
9
8
81
4
.
9
4
∅
A HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
800
805
810
815
820
825
830
835
800
805
810
815
820
825
830
835
10+00 11+00 11+10
83
1
.
5
6
83
1
.
7
8
83
1
.
9
8
83
1
.
7
0
83
1
.
6
4
83
0
.
9
6
83
0
.
1
8
83
0
.
0
3
82
9
.
9
1
82
9
.
8
3
∅
ONEWAY
ONEWAY
10
+
0
0
11
+
0
0
B HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
800
805
810
815
820
825
830
835
800
805
810
815
820
825
830
835
15+00 16+00 16+49
83
1
.
6
4
83
2
.
1
9
83
3
.
8
8
83
4
.
4
4
83
3
.
9
1
83
3
.
1
7
82
9
.
8
3
82
9
.
6
6
82
9
.
1
6
82
8
.
4
2
82
8
.
1
9
82
6
.
6
8
∅
15
+
0
0
16
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
C HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
800
805
810
815
820
825
830
835
800
805
810
815
820
825
830
835
20+00 21+00 22+00 23+00
83
3
.
3
5
83
2
.
8
2
83
1
.
9
0
82
6
.
4
9
82
5
.
9
6
82
5
.
2
5
82
4
.
1
3
82
1
.
7
2
81
8
.
0
2
81
6
.
0
2
81
4
.
2
3
82
5
.
8
2
82
4
.
8
3
82
3
.
9
1
82
3
.
2
2
82
2
.
7
4
82
1
.
3
3
82
0
.
8
3
82
0
.
1
9
81
9
.
6
0
81
8
.
1
0
81
8
.
3
4
81
7
.
5
5
∅
∅
25
+
0
0
26
+
0
0
30
+
0
0
31
+
0
0
NO
R
T
H
E
N
D
P
H
A
S
E
2
DI
R
E
C
T
O
R
Y
P
A
T
H
:
R:
\
A
c
t
i
v
e
\
U
p
t
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w
n
P
a
r
t
n
e
r
s
\
N
o
r
t
h
E
n
d
P
h
a
s
e
2
\
D
e
s
i
g
n
\
C
A
D
\
P
l
a
n
s
-
O
l
d
T
o
w
n
FI
L
E
N
A
M
E
:
70
0
S
A
N
I
P
P
.
d
w
g
DA
T
E
/
U
S
E
R
:
9/
1
9
/
2
0
2
5
8
:
2
0
A
M
/
Cm
a
t
t
o
x
De
v
e
l
o
p
m
e
n
t
C
o
n
s
u
l
t
a
n
t
s
Tr
a
n
s
p
o
r
t
a
t
i
o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
700
70
0
KEYMAP
NO
R
T
H
PROPOSED LEGEND
S
SA
N
I
T
A
R
Y
P
L
A
N
A
N
D
P
R
O
F
I
L
E
11/10/2025
STM-C HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
810
815
820
825
830
835
810
815
820
825
830
835
20+00 21+00 22+00 22+96
83
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PROPOSED LEGEND
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11/10/2025
STM-D HORZ. SCALE: 1"=20 VERT. SCALE: 1"=5
805
810
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PROPOSED LEGEND
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11/10/2025
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900
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PLAN VIEW
SECTION A-A
ATTACHING TWO SILT FENCES
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PR
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800
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EROSION CONTROL NOTES
11/10/2025
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800
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EROSION CONTROL NOTES
11/10/2025
ONE
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FRAME DETAIL
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C
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903
90
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800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
ROCK CHECK DAM
ROCK DONUT INLET PROTECTION DETAIL*
11/10/2025
NO
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C
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S MATTO X
904
90
4
SOIL MAP AND DESCRIPTION
PROJECT LOCATION
YmsB2
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENT
SL
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CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA)
MIAMI SILT LOAM-URBAN LAND (YmsB2)
MIAMI SILT LOAM-URBAN LAND (YmsC2)
Hamilton County, Indiana (IN057)
GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE
WITH IDEM GENERAL PERMIT RULES FOR STORM WATER RUNOFF
FROM CONSTRUCTION SITES
EROSION CONTROL PLAN INDEX
PLAN ELEMENTS
STORMWATER POLLUTION PREVENTION - DURING CONSTRUCTION
MONITORING AND MAINTENANCE GUIDELINES
CONSTRUCTION SEQUENCE & SCHEDULE OF EROSION CONTROL
IMPLEMENTATION
ADDITIONAL MATERIAL HANDLING AND SPILL PREVENTION PLAN
A.PURPOSE
B. PREVENTION AND READINESS
C. SPILL RESPONSE
·
·
·
·
·
·
·
·
·
·
·
D.THE FOLLOWING PROCEDURES AND PRACTICES WILL HELP PREVENT
UNNECESSARY SPILLS
·
·
·
·“”
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
RULE 5 EROSION CONTROL PLAN INDEX
ELEMENT SHEET ELEMENT SHEET ELEMENT SHEET ELEMENT SHEET
A4 904 A19 400 B4 900 & 904 B11 900 & 904
A5 904 A21 900 B5 900 & 904 B12 900 & 904
A6 900 A22 900 B6 900 & 904 B13 904
A15 900 A23 900 B7 900 & 904 B14 904
A16 900 B2 904 B9 900 & 904
A18 904 B3 904 B10 900 & 904
STORMWATER POLLUTION PREVENTION - POST CONSTRUCTION
ST
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VICINITY MAP
NO
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PROJECT
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YclA
YmsD2
YshAH
DEWATERING BAG DETAIL
11/10/2025
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1000
10
0
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MODIFIED STRAIGHT CONCRETE CURB
TYPICAL CONCRETE PAVEMENT SECTION
TYPICAL ASPHALT PAVEMENT SECTION
PIPE BOLLARD DETAIL
RIGHT OF WAY ASPHALT SECTION
HMA FOR SIDEWALK
PRECAST CONCRETE END SECTION DETAIL
LONGITUDINAL SECTION
SECTION Z-Z
SECTION Y-Y
PLAN VIEW
Z
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INLET TYPE 'E'
ELEVATION VIEW
PLAN VIEW
PRECAST CONCRETE END SECTION TABLE MI
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DIVERSION STRUCTURE DETAIL
PLAN VIEW
SECTION A-A
SECTION A-A
INLET TYPE 'J'CONCRETE VALLEY GUTTERCONCRETE CRADLE DETAIL
11/10/2025
1001
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11/10/2025
1002
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11/10/2025
1003
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11/10/2025
1004
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11/10/2025
1005
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11/10/2025
1006
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S MATTO X
11/10/2025
1007
10
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7
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N
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C
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A
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L
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S MATTO X
STANDARD SANITARY MANHOLE
PLAN
ELEVATION
SERVICE CONNECTION FOR SHALLOW SEWERS
TRENCH DETAIL
PLASTIC PIPE (PVC AND HDPE)
LEGEND
11/10/2025
NO
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S MATTO X
1100
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EARTHWORK
1. SCOPE OF WORK
2. BENCH MARKS
3. REMOVAL OF TREES
4. HANDLING OF TOPSOIL
5. DISPOSITION OF UTILITIES
6. SITE GRADING
7. EARTH WORK BALANCE
WATER LINE SYSTEM
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
1. GENERAL
2. FOUNDATION
CITY OF CARMEL CONCRETE CURB POLICY1. General
2. Foundation
3. Aggregate Bases
5. INSPECTIONS
”
STORM SEWER SYSTEMS
1. SCOPE OF WORK
2. STORM SEWER CONSTRUCTION
3. APPLICATION
3. AGGREGATE BASES
4. ASPHALT PAVEMENT
4. Concrete Curb
5. Inspections
6. Acceptance
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11/10/2025