HomeMy WebLinkAboutViva Bene at North End - Full SetVI
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VIVA BENE AT NORTH END PH 2 -PZ-2025-00015 ADLS
CARMEL, INDIANA
FINAL CONSTRUCTION PLANS
VICINITY MAP
LOCATION MAP
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INDIANAPOLIS, IN 46240
PHONE: (317) 800-0480
CONTACT: MATT KWAPIS
EMAIL: MKWAPIS@AVENUEDEV.COM
NO
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ENGINEER/SURVEYOR
CROSSROAD ENGINEERS, PC
115 N. 17th AVENUE
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SHEET #SUBJECT
UTILITIES
LEGAL DESCRIPTION
DEVELOPMENT DATA SUMMARY
PROJECT
LOCATION
10/27/2025
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200
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TOPOGRAPHICAL NOTES
UTILITIES
EXISTING LEGEND
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FLOODPLAIN INFORMATION
TO
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10/27/2025
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10/27/2025
ONEWAY
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300
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PROPOSED LEGEND
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EXISTING LEGEND
10/27/2025
ON
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R/W
LOT 61
COMMON AREA B
LOT 62
U
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3
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COMMON AREA A
VI
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301
30
1
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D
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N
S
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N
P
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NORTH
SITE DIMENSION NOTES SITE DIMENSION LEGEND
ABBREVIATIONS
PARKING ANALYSIS
PROPOSED LEGEND
S
EXISTING LEGEND
ADA PARKING DETAILS
TYPICAL ADA PARKING PLAN
ADA PARKING SIGNAGE
SIGNAGE DETAILS
PLAN
SECTION B-B
CURB TURNOUT DETAIL
10/27/2025
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 10A
STR. NO. 12
STR. NO. 13
STR. NO. 14
STR. NO. 15
STR. NO. 16
STR. NO. 17
STR. NO. 18
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 19
STR. NO. 20
STR. NO. 21
STR. NO. 22
STR. NO. 23
STR. NO. 24
STR. NO. 25
ON
E
WA
Y
D
DA
B
E
DDA B
E
R/W
LOT 61
COMMON AREA B
LOT 62
COMMON AREA A
COMMON AREA A
COMMON AREA A
STORM SEWER CONNECTING
STRUCTURE TABLE
STR. DATA
STR. NO. 5
STR. NO. 9
STR. NO. 10B
SANITARY LATERAL DATA TABLE
RUN LENGTH
VI
V
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400
40
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EXISTING LEGEND
PROPOSED LEGEND
S
UTILITIES NOTES
UT
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P
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A
N
UTILITIES
NORTH
UTILITY LEGEND
10/27/2025
ON
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Y
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B
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R/W
LOT 61
COMMON AREA B
LOT 62
VI
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500
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GRADING LEGEND
GRADING NOTES
BENCHMARK INFORMATION
GR
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STAIR GRADING DETAIL
10/27/2025
ON
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601
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S
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10/27/2025
ON
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COMMON AREA B
LOT 62
A
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A A
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C C C C AC
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d
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S MATTO X
700
70
0
800
800
EROSION CONTROL LEGEND
EROSION CONTROL NOTES
CONCRETE WASHOUT DETAIL
AA
PLAN VIEW
SECTION A-A
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
FABRIC DROP INLET PROTECTION DETAIL
SECTION A-A
TRENCH DETAIL
FRAME DETAIL
AA
FILL SLOPE SECTION
DETAIL "B"
EROSION CONTROL BLANKET
DETAIL "A"
SLOPE INSTALLATION
SILTSACK INLET FILTER DETAIL
®
END SECTION RIPRAP APRON DIMENSIONS
ER
O
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N
C
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N
T
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N
NORTH
ROCK CHECK DAM DETAIL
SECTION B-B
10/27/2025
VI
V
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N
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:
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.
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C
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A
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S MATTO X
701
70
1
SOIL MAP AND DESCRIPTION
PROJECT LOCATION
YmsB2
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENT
SL
O
P
E
L
E
N
G
T
H
NO
R
T
H
CROSBY SILT LOAM (YclA)
MIAMI SILT LOAM-URBAN LAND COMPLEX, eroded (YmsB2)
MIAMI SILT LOAM-URBAN LAND COMPLEX, eroded (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 701 A19 400 B4 700 & 701 B11 700 & 701
A5 701 A21 700 B5 700 & 701 B12 700 & 701
A6 700 A22 700 B6 700 & 701 B13 701
A15 700 A23 700 B7 700 & 701 B14 701
A16 700 B2 701 B9 700 & 701
A18 701 B3 701 B10 700 & 701
STORMWATER POLLUTION PREVENTION - POST CONSTRUCTION
ST
O
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M
W
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T
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P
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L
L
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I
O
N
PR
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V
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N
T
I
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N
P
L
A
N
VICINITY MAP
PROJECT
LOCATION
YmsC2
YclA
YmsD2
YshAH
NO
R
T
H
DEWATERING BAG DETAIL
10/27/2025
VI
V
A
B
E
N
E
A
T
N
O
R
T
H
E
N
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P
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:
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:
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0
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I
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D
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A
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E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
800
80
0
MONOLITHIC CURB AND SIDEWALK
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK
TYPICAL ASPHALT PAVEMENT SECTION
PIPE BOLLARD DETAIL
RIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
PRECAST CONCRETE END SECTION DETAIL
LONGITUDINAL SECTION
SECTION Z-Z
SECTION Y-Y
PLAN VIEW
Z
Z
Y
Y
SLOPE DETAIL
HDPE UNDERDRAIN DETAIL
PRECAST CONCRETE END SECTION TABLE MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
INLET TYPE 'E'
ELEVATION VIEW
PLAN VIEW
CONCRETE CURB AND GUTTER TYPE "II"
SECTION A-A
INLET TYPE 'J'
CONCRETE VALLEY GUTTER
10/27/2025
801
80
1
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
1
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
5
:
4
9
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
10/27/2025
802
80
2
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
1
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
5
:
4
9
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
10/27/2025
803
80
3
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
1
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
5
:
4
9
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
10/27/2025
804
80
4
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
4
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
1
:
2
8
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
10/27/2025
805
80
5
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
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r
s
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n
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d
P
h
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e
2
\
D
e
s
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g
n
\
C
A
D
\
p
l
a
n
s
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
4
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
1
:
2
8
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
10/27/2025
806
80
6
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
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n
d
P
h
a
s
e
2
\
D
e
s
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g
n
\
C
A
D
\
p
l
a
n
s
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
80
4
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
1
:
2
8
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
10/27/2025
807
80
7
MI
S
C
E
L
L
A
N
E
O
U
S
D
E
T
A
I
L
S
VI
V
A
B
E
N
E
A
T
N
O
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
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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
-
V
i
v
a
B
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n
e
FI
L
E
N
A
M
E
:
80
4
M
I
S
C
D
E
T
A
I
L
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
7/
1
7
/
2
0
2
5
1
:
2
8
P
M
/
Lc
o
x
De
v
e
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p
m
e
n
t
C
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n
s
u
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t
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t
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a
n
s
p
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r
t
a
t
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o
n
&
P R O FESSIONAL
E
N
G
I
N
E
ER
C
H
A
R
L
E
S MATTO X
10/27/2025
VI
V
A
B
E
N
E
A
T
N
O
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
-
V
i
v
a
B
e
n
e
FI
L
E
N
A
M
E
:
90
0
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
d
w
g
DA
T
E
/
U
S
E
R
:
1/
1
5
/
2
0
2
5
9
:
1
4
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
900
90
0
SP
E
C
I
F
I
C
A
T
I
O
N
S
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
’
’
“”
’
’
·
··
10/27/2025