TRAILSIDE WOODS SUBDIVISION - Noblesville, Indiana · trailside woods subdivision noblesville,...
Transcript of TRAILSIDE WOODS SUBDIVISION - Noblesville, Indiana · trailside woods subdivision noblesville,...
SLATER RIDGE RESIDENTIAL
SUBDIVISION
PE
BB
LE
B
RO
OK
B
LV
D
NO
RT
H
STATE ROAD 32 / WESTFIELD RD (INDOT)
2
3
5
6 8 11
1
107
4
9
13
12
FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH
27
25
17
39
24
33
32
14
38
41
28
35
16
22
19
29
26
18
31
15
37
40
34
30
36
20
21
23
POND #2
POND #1
HA
ZE
L D
ELL E
LE
ME
NT
AR
Y S
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OO
L
NOTES:
1. REFER TO PRELIMINARY GRADING PLAN FOR EXISTING AND PROPOSED
CONTOURS, PRELIMINARY UTILITY PLAN FOR EXISTING AND PROPOSED UTILITIES
AND DRAINS, AND PRELIMINARY SITE IMPROVEMENTS PLAN FOR EXISTING AND
PROPOSED SITE IMPROVEMENTS.
2. ALL OWNERSHIP AND PARCEL INFORMATION, INCLUDING THE CALCULATED LOT
METES AND BOUNDS, ARE BASED ON BEST AVAILABLE DATA OR FROM THE
HAMILTON COUNTY GEOGRAPHIC INFORMATION SYSTEM (GIS) AND IS BELIEVED TO
BE CURRENT AS OF THE DATE OF THESE PLANS.
3. ALL DESIGN INFORMATION WITHIN THIS ENTIRE PLAN SET IS THE PROPERTY OF
HAMILTON ENGINEERING, LLC AND MAY NOT BE USED WITHOUT PRIOR WRITTEN
CONSENT.
PRELIMINARY DEVELOPMENT PLANS
TRAILSIDE WOODS SUBDIVISION
NOBLESVILLE, INDIANA
R3/PD ZONING
LOCATION MAP - 1" = 0.5 MILE
SR 32 - WESTFIELD RD
US
31
PROJECT
HA
ZE
L D
ELL R
D
LIT
TLE
C
HIC
AG
O R
D
GR
AY
R
DM
OO
NT
OW
N R
D
CA
RE
Y R
D
WESTFIELD
NOBLESVILLE
169TH ST
161ST ST
191ST ST
FEMA FLOOD MAP 18057C0137G
(NO MAPPED FLOODPLAIN ON SITE)
1" = 500'
NRCS WEB SOIL SURVEY
1" = 300'
Br Brookston Silty Clay Loam
CrA Crosby Silt Loam
MmB2 Miami Silt Loam
MmC2 Miami Silt Loam
Or Orthents
CITY OF NOBLESVILLE ZONING MAP
1" = 1,000'
NATIONAL WETLAND INVENTORY MAP
(NO MAPPED WETLANDS ON-SITE)
1" = 300'
INDEX
C100 COVER SHEET
C101 PRELIMINARY DEVELOPMENT PLAN
C102 PRELIMINARY SITE IMPROVEMENTS PLAN
C103 PRELIMINARY DEMOLITION AND TREE PRESERVATION PLAN
C104 PRELIMINARY GRADING PLAN
C105 PRELIMINARY STORMWATER POLLUTION PREVENTION PLAN
C106 PRELIMINARY UTILITY PLAN
C107 PRELIMINARY STATE ROAD 32 IMPROVEMENTS PLAN
C108 PRELIMINARY LANDSCAPE PLAN
TYPE
CABLE
GAS
ELECTRIC
TELEPHONE
WATER
LEGAL DRAIN
WASTEWATER
COMPANY
COMCAST
VECTREN
DUKE
AT&T
CITIZENS WATER
HAMILTON COUNTY SURVEYOR
CITY OF NOBLESVILLE
CONTACT
TOM SPENCER
JOSH LOEWEN
CINDY ROWLAND
BRIAN CRAVENS
CHRIS BRUMFIELD
STEVE CASH
RAY THOMPSON
PHONE NO.
317-752-9426
317-776-5574
317-776-5341
317-252-5003
317-263-6382
317-776-8495
317-776-6364
UTILITIES
CALL BEFORE YOU DIG! IT'S THE LAW. 1-800-382-5544, CALL 2 WORKING DAYS PRIOR TO COMMENCING EXCAVATION WORK
LEGAL DESCRIPTION
A PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST, DESCRIBED AS FOLLOWS:
BEGIN AT THE IRON STAKE 250.0 FEET SOUTH OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNHIP 18 NORTH, RANGE 4 EAST; THENCESOUTH 790.0 FEET ON AND ALONG THE EAST LINE OF SAID NORTHWEST SECTION TO A POINT ON THE NORTH RIGHT-OF-WAY OF THE CENTRAL INDIANA RAILROAD;THENCE WEST 1200.00 FEET ON AND ALONG THE SAID R/W LINE TO A POINT; THENCE NORTH 1013.0 FEET ON A LINE TO THE INTERSECTION WITH THE NORTH LINE OFTHE SAID NORTHWEST QUARTER SECTION; THENCE EAST 91.7 FEET ON AND ALONG THE NORTH LINE OF THE SAID NORTHWEST QUARTER SECTION TO A POINT 1100.0FEET WEST OF THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST; THENCE SOUTH 250.0 FEET ON A LINEPARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION TO AN IRON STAKE; THENCE EAST 1100.0 FEET ON A LINE PARALLEL TO THE NORTH LINE OF SAID QUARTERSECTION TO THE PLACE OF BEGINNING, CONTAINING 21.8 ACRES, MORE OR LESS.
EXCEPTING THEREFROM:
A PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDAIAN AND BEING THAT PART OF THE OWNERS'LAND LYING WITHIN THE RIGHT OF WAY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID QUARTER SECTION; THENCE SOUTH 89DEGREES 35 MINUTES 43 SECTIONS WEST 46.551 METERS (152.73 FEET) ALONG THE NORTH LINE OF SAID SECTION TO THE SOUTHEAST CORNER OF THE SOUTHWESTQUARTER OF SECTION 33, TOWNSHIP 19 NORTH, RANGE 4 EAST; THENCE SOUTH 89 DEGREES 18 MINUTES 31 SECTIONS WEST 314.678 METERS (1,032.41 FEET) ALONGTHE NORTH LINE OF SAID NORTHWEST QUARTER TO THE NORTHWEST CORNER OF THE OWNERS' LAND; THENCE SOUTH 0 DEGREES 18 MINUTES 22 SECONDS WEST15.392 METERS (50.50 FEET) ALONG THE WEST LINE OF THE OWNERS' LAND TO THE SOUTH BOUNDARY OF S.R. 32 AND THE POINT OF BEGINNING OF THISDESCRPTION; THENCE NORTH 89 DEGREES 20 MINUTES 01 SECONDS EAST 26.044 METERS (85.45 FEET) ALONG THE BOUNDARY OF SAID S.R. 32 TO THE EAST LINE OFTHE OWNERS' LAND; THENCE SOUTH 0 DEGREES 02 MINUTES 50 SECONDS EAST 2.760 METERS (9.06 FEET) ALONG SAID EAST LINE; THENCE SOUTH 89 DEGREES 20MINUTES 01 SECOND WEST 26.061 METERS (85.50 FEET) TO THE WEST LINE OF THE OWNERS' LAND; THENCE NORTH 0 DEGREES 18 MINUTES 22 SECONDS EAST 2.760METERS (9.06 FEET) ALONG SAID WEST LINE TO THE POINT OF BEGINNING AND CONTAINING 0.0072 HECTARE (0.018 ACRES), MORE OR LESS.
PARCEL ADDRESS: 3245 WESTFIELD RD
NOBLESVILLE, IN 46062
PARCEL NUMBER: 10-10-04-00-00-003.000
PARCEL ACREAGE: 21.78 ACRES
CURRENT OWNER: WILLIAM AND JENNIFER LEHMAN
16850 GLEN COURT
WESTFIELD, IN 46062
CURRENT USE: VACANT (FORMERLY SINGLE FAMILY/AGRICULTURAL)
CURRENT ZONING: R1
PROPOSED ZONING: R3/PD
THERE ARE CURRENTLY NO REGULATED DRAINS ON THE SITE
THERE ARE CURRENTLY NO KNOWN WETLANDS ON THE SITE
THE SITE IS NOT LOCATIONS IN A SPECIAL FLOOD HAZARD AREA
(FLOODPLAIN OR FLOODWAY)
Parcel #: 10-10-04-00-00-027.000
Owner: M I Homes of Indiana LP
Use: Single Family Residential Subdivision
(No Homes Constructed Yet)
Parcel #: 10-10-04-00-13-020.000
Ow
ner: M
I H
om
es of Indiana LP
Use: S
ingle F
am
ily R
esidential
(N
o H
om
e C
onstructed Y
et)
Parcel #: 10-10-04-00-13-019.000
Ow
ner: M
I H
om
es of Indiana LP
Use: S
ingle F
am
ily R
esidential
(N
o H
om
e C
onstructed Y
et)
Parcel #: 10-10-04-00-13-018.000
Ow
ner: M
I H
om
es of Indiana LP
Use: S
ingle F
am
ily R
esidential
(N
o H
om
e C
onstructed Y
et)
Parcel #: 10-10-04-00-13-017.000
Ow
ner: M
I H
om
es of Indiana LP
Use: S
ingle F
am
ily R
esidential
(N
o H
om
e C
onstructed Y
et)
Parcel #: 10-10-04-00-00-002.000
Deeded O
wner: V
aw
ter, K
eith A
&
Janet A
&
Michael P
&
M
arsha M
M
cM
illen JT
Use: V
acant Lot
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 11-10-04-00-00-004.000
Owner: Noblesville Schools
Use: Public Recreation
Parcel #: 110-10-04-00-00-028.000
Deeded Owner: City of Noblesville
Use: Vacant (Future Midland Trace Recreational Trail)
Parcel #: 11-10-04-00-00-004.003
Deeded O
wner: N
oblesville W
est S
chool B
uilding C
orp
Use: E
lem
entary S
chool
Parcel #: 110-10-04-00-00-029.001
Deeded Owner: City of Noblesville
Use: Vacant (Future Midland Trace Recreational Trail)
Parcel #: 11-10-04-00-00-004.000
Ow
ner: N
oblesville S
chools
Use: V
acant P
arcel
Parcel #: 10-10-04-01-03-001.000
Deeded O
wner: F
raze, T
im
othy J
Use: S
ingle F
am
ily R
esidential &
Com
merical (D
og T
raining)
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-002.000
Deeded O
wner: C
arey, W
illiam
Edgar &
S
arah E
lese
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-003.000
Deeded O
wner: T
rum
p,
Sam
my J &
V
iolet L
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-004.000
Deeded O
wner: C
ornelius, B
ruce Jr
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-005.000
Deeded O
wner: Lam
bert,
Alan W
&
C
harlene F
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-006.000
Deeded O
wner: W
aggoner, O
rval C
Trustee of O
rval C
W
aggoner
Revocable T
rust
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-007.000
Deeded O
wner: C
olem
an, M
ary M
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-008.000
Deeded O
wner: S
utton, R
ichard
& V
irginia R
uth
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-009.000
Deeded O
wner: W
alker,
Annie &
B
rent E
Use: S
ingle F
am
ily R
esidential
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-010.000
Deeded O
wner: Y
un, Li
Use: V
acant P
arcel
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-10-04-01-03-010.000
Deeded O
wner: Y
un, Li
Use: V
acant P
arcel
(U
n-Incorporated H
am
ilton C
ounty)
Parcel #: 10-06-33-00-00-010.000
Deeded Owner: Curts, Thelma
Use: Agricultural
(Un-Incorporated Hamilton County)
Parcel #: 11-06-33-00-00-002.000
Deeded Owner: Palmer Properties LLC
Use: Residential Subdivision Common Area
EMERALD VILLAGE AT PEBBLE BEACH
TOTAL SITE AREA
STORMWATER DETENTION (HWL)
STATE ROAD 32 ROW
LEGAL DRAIN EASEMENT
NET SITE AREA
TOTAL NUMBER OF LOTS
NET DENSITY
COMMON AREA (OPEN SPACE)
GROSS OPEN SPACE %
NET OPEN SPACE %
21.78 AC +/-
2.27 AC +/-
0.10 AC +/-
0.19 AC +/-
16.36 AC +/-
41
2.5 LOTS/ACRE
8.04 AC +/-
36.9%
30.0%
PROJECT SUMMARY
RED OAK DRIVE: 58.0' ROW 1,388.56 LF
HACKBERRY COURT: 54.0' ROW 371.37 LF
NATCHEZ COURT: 54.0' ROW 367.72
TOTAL NEW ROW: 2,127.65 LF
0.40 MILES
3.04 AC
PROPOSED LOT INFORMATION:
ZONING: R3/PD
WIDTH: VARIES FROM 75' - 90' (MEASURED AT B.L.)
LOT AREA: VARIES FROM 9,439 SF TO 16,494 SF
FRONT YARD SETBACK / BUILDING LINE: 30'
SIDE YARD SETBACK: 5' (20' AGGREGATE)
REAR YARD SETBACK: 20'
MINIMUM HOME SIZE: 2,200 SF
MAXIMUM LOT COVERAGE: 35%
SLATER RIDGE RESIDENTIAL SUBDIVISION (UNDER CONSTRUCTION)
PE
BB
LE
B
RO
OK
B
LV
D
NO
RT
H
2
6
STATE ROAD 32 / WESTFIELD RD
12,609 SF
9,916 SF
3
9,600SF
9,971 SF
5
9,600 SF
8 11
9,600 SF
10,077 SF
1
10,024 SF
107
9,439 SF9,587 SF
4
9,600 SF
9
13
12
12,794 SF9,600 SF
9,600 SF
27
14,772 SF
12,483 SF
12,008 SF
12,330 SF
25
UTILITY EASEMENT
COMMON AREA
RIGHT OF WAY
12,707 SF
LEGEND
BUILDING LINE
DRAINAGE EASEMENT
9,514 SF
9,600 SF
16,400 SF
PUBLIC ACCESS EASEMENT
17
39
24
33
32
14
9,600 SF
38
41
28
35
9,600 SF
9,600 SF
16
22
19
12,080 SF
16,494 SF
14,366 SF
29
11,628 SF
26
12,585 SF
18
31
12,001 SF
15
37
40
34
9,600 SF
30
12,080 SF
36
11,602 SF
20
9,600 SF
10,129 SF
21
9,600 SF
9,512 SF
9,592 SF
9,600 SF
15,341 SF
23
1
5
'
D
&
U
E
15' D&U E
15' D&U E
3
0
'
B
.
L
.
30' B.L.
15' D&U E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15' D&U E 15' D&U E
15' D&U E15' D&U E
15' D&U E
15' D&U E
1
5
' D
&
U
E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15
' D
&U
E
15' D&U E
30' B.L.
3
0
' B
.L
.
3
0
' B
.L
.
30' B
.L.
30' B
.L.
30' B.L.
30
' B
.L
.
30' B
.L.
30 B
.L.
30' B
.L.
30' B
.L.
30' B
.L.
3
0
'
B
.
L
.
30' B
.L.
3
0
'
B
.
L
.
POND #2
10,552 SF
17,702 SF (AT HWL)
C.A
.#
2 5
,0
84
S
F
1
7
3
.
3
6
'
84.59'
125.77' S 6°07'58" E
EA
ST
LIN
E O
F T
HE
N
OR
TH
WE
ST
Q
UA
RT
ER
S
EC
4-T
18N
-R
4E
790.00' R 785.88'C S 0°12'10" W C
IRON STAKE
NE CORNER
NW QUARTER
SEC 4-T18N-R 4E
BRASS PLUG FD
NORTH R/W LINE OF FORMER CENTRAL INDIANA RAILROAD 1,200.00' R 1,197.50'C S 89°34'51" E C
RE
D O
AK
D
RIV
E
1
8
6
.
6
5
'
N
6
8
°
5
8
'4
1
"
E
L
=
2
9
1
.2
0
' R
=
1
5
0
.0
'
50.0'
50.0'
50.0'
36.0'
ROW
3
3
.9
6
'
6
2
.
6
0
'
1
2
0
.
0
0
'
S
2
1
°
0
1
'1
9
"
E
1
2
0
.
0
0
'
S
2
1
°
0
1
'1
9
"
E
1
2
0
.0
0
' S
1
3
°
3
3
'3
2
" E
120.00' S 5°19'21" E
67.87'
120.00' S 0°24'53" E
120.00' S 0°24'53" E
120.00' S 0°24'53" E
120.00' S 0°24'53" E
120.00' S 0°24'53" E
80.00' 80.00' 80.00' 80.00' 35.47'
3
3
.
3
7
'
2
5
.
0
'
R
1
8
.
8
0
'
100.87' S 0°24'53" E
50.0'
50.0'
37
.6
3'
S 0°12'10" W
135.91' S 0°12'10" W
RED OAK DRIVE
HA
CK
BE
RR
Y C
OU
RT
NA
TC
HE
Z C
OU
RT
4
4
.
3
9
1
3
7
.
7
3
'
N
5
3
°
1
8
'
1
1
"
E
57.35'
2
5
.
0
'R
1
8
.
7
2
'
7
.
1
9
'
80.00'
80
.0
0'
2
5
.
0
'R
5
.
7
5
'
2
5
.
0
'
R
2
6
.
0
0
'
57
.8
4'
80
.0
0'
20.0'
2
5
.
0
'
R
3
9
.
4
9
80.00'
80.00'
70.78'71.23'
2
5
.
0
'
R
3
9
.
0
5
'
109.06'
2
5
.
0
'
R
2
4
.
6
0
'
2
5
.
0
'
R
5
.
2
4
'
20.0'
80.9
1''
3
0
.4
5
'
POND #1
59,091 SF
81,020 SF (AT HWL)
54.0'
54.0'
54.0'
R46.0'
R51.0'
R51.0'
APPROX EAST LINE OF APPARENT
REGULATED DRAIN EASEMENT
(75' FROM CENTERLINE OF FRED
HINES DRAIN - 14" DIA DRAIN TILE)
HA
ZE
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LE
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NT
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Y S
CH
OO
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VACANT
PARCEL
(UN-INCOPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
VACANT
PARCEL
(UN-INCOPORATED)
VA
CA
NT
P
AR
CE
L (U
N-IN
CO
PO
RA
TE
D)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
SINGLE
FAMILY
HOME
(UNINCORPORATED)
HA
ZE
L D
ELL E
LE
ME
NT
AR
Y S
CH
OO
L
U.E.
C.A.
ROW
B.L.
D.E.
P.A.E.
PR
ELIM
IN
AR
Y D
EV
ELO
PM
EN
T P
LA
N
TR
AILS
ID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BLE
SV
ILLE
, IN
DIA
NA
SEE PRELIMINARY GRADING PLAN FOR
EXISTING AND PROPOSED CONTOURS,
PRELIMINARY UTILITY PLAN FOR EXISTING
AND PROPOSED UTILITIES AND DRAINS,
AND PRELIMINARY SITE IMPROVEMENTS
PLAN FOR EXISTING AND PROPOSED SITE
IMPROVEMENTS.
PROPOSED LOT INFORMATION:
ZONING: R3/PD
WIDTH: 70' MIN (MEASURED AT B.L.)
FRONT YARD SETBACK: 30'
SIDE YARD SETBACK: 5' (20' AGGREGATE)
REAR YARD SETBACK: 20'
SEWER EASEMENTS.E.
2
0
'
D
.
U
.
&
S
.
E
.
2
0
'
D
.
U
.
&
S
.
E
.
20' D. U. & S. E.
20' D. U. & S. E.
2
0
' D
. U
. &
S
. E
.
20' D
. U
. &
S
. E
.
20' D
. U
. &
S
. E
.
2
0
'
D
.
U
.
&
S
.
E
.
20' D
. U
. &
S
. E
.
2
0
'
D
.
U
.
&
S
.
E
.
2
0
' D
. U
. &
S
. E
.
20' D
. U
. &
S
. E
.20' D
. U
. &
S
. E
.
2
0
'
D
.
U
.
&
S
.
E
.
20' D
. U
. &
S
. E
.
20' D
. U
. &
S
. E
.20' D
. U
. &
S
. E
.
20' D. U. & S. E.
20' D
. U
. &
S
. E
.
5
6
.
7
7
'
3
0
'
B
.
L
.
10
' S
.E
.
10
' S
.E
.
15
' D
&U
E
80.00'
20.0'
10.0'
109.06'
80.00'
50.0'
SLATER RIDGE RESIDENTIAL SUBDIVISION (UNDER CONSTRUCTION)
PE
BB
LE
B
RO
OK
B
LV
D
NO
RT
H
5
9,971 SF
STATE ROAD 32 / WESTFIELD RD
9,600SF
2
9,600 SF
11
3
12,609 SF
(31% LARGER
THAN BASE LOT)
9,600 SF
9,916 SF
6
1
8
10,077 SF
10,024 SF
10
9,439 SF
9
9,587 SF
7
4
13
12
9,600 SF 9,600 SF 12,794 SF
FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH (UN-INCOROPORATED)
27
9,600 SF
14,772 SF
12, 483 SF
(30% LARGER
THAN BASE LOT)
12,008 SF
12,330 SF
25
39
12,707 SF
(32% LARGER
THAN BASE LOT)
16,400 SF
9,600 SF
9,514 SF
17
33
24
9,600 SF
14
32
38
41
28
35
9,600 SF
9,600 SF
19
16
14,366 SF
22
12,080 SF
29
16,494 SF
26
11,628 SF
12,585 SF
(31% LARGER
THAN BASE LOT)
18
31
15
12,001 SF
37
40
34
9,600 SF
30
12,080 SF
36
11,602 SF
20
9,600 SF
10,129 SF
21
9,600 SF
9,600 SF
9,592 SF
9,600 SF
15,341 SF
23
30' B.L.
50
' L
AN
DS
CA
PE
B
UF
FE
R
30' B.L.
1
0
'
D
&
U
E
3
0
' B
.L
.
3
0
'
B
L
3
0
'
B
.
L
.
30
' B
.L
.
30
' B
.L
.
30
' B
.L
.
30' B.L.
30
' B
.L
.
30
' B
.L
.
30
' B
.L
.
30' B.L.
3
0
' B
.L
.3
0' B
.L
.3
0' B
.L
.
30
' B
.L
.
30
' B
.L
.
3
0
'
B
.
L
.
POND #2
NATURALIZED FLAT=BOTTOM
RAIN GARDEN / STORMWATER POND
C.A
.#
2 3
,4
37
S
F
IRON STAKE
PROPOSED
SUBDIVISION
MONUMENT SIGN
RE
D O
AK
D
RIV
E
50.0'
50.0'
50.0'
36.0'
ROW
50.0'
HA
CK
BE
RR
Y C
OU
RT
RED OAK DRIVE
NA
TC
HE
Z C
OU
RT
10.0'
20.0'20.0'
20.0'
50.0'
POND #1
NATURALIZED DETENTION BASIN
59,091 SF
81,020 SF (AT HWL)
54.0'ROW
54.0'
54.0'
54.0'
R46.0'
R51.0'
R51.0'
HA
ZE
L D
ELL E
LE
ME
NT
AR
Y S
CH
OO
L
VA
CA
NT
P
AR
CE
L (U
N-IN
CO
PO
RA
TE
D)
HA
ZE
L D
ELL E
LE
ME
NT
AR
Y S
CH
OO
L
PR
ELIM
IN
AR
Y S
IT
E IM
PR
OV
EM
EN
TS
P
LA
N
TR
AILS
ID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BLE
SV
ILLE
, IN
DIA
NA
TYPE II
C&G
PROPOSED DECORATIVE
LIGHT POLE
OPEN WATER
42" CRUSHED
STONE WALKING
PATH
4' CONCRETE
SIDEWALK 1'
FROM LOT LINE, TYP
4' CONCRETE
SIDEWALK 1'
FROM LOT LINE, TYP
6' PARKWAY, TYP
R40.0'
R284'R25.0'
R25.0'
R25.0'
R25.0'
R35.0'
R40.0'
R25.0'
10' +/-
4' PCC SIDEWALK AT
STATE ROAD 32 (SEE
SHEET C108)
SEE STATE ROAD 32 IMPROVEMENTS
PLAN FOR ADDITIONAL DETAIL (SHEET C108)
PROPOSED 8' ASPHALT
PUBLIC PATH (ALIGNMENT
MAY SHIFT TO AVOID IMPACTS
TO EXISTING TREES)
PROPOSED 8' ASPHALT
PUBLIC PATH
PROPOSED 8' ASPHALT
PUBLIC PATH
PROPOSED 8' ASPHALT
PUBLIC PATH TO CONNECT
TO FUTURE MIDLAND TRACE TRAIL
ROW
CONNECT TO
MIDLAND TRACE TRAIL
WITH HMA PAVEMENT
ON TRAIL PROPERTY (19' LONG)
CONNECT TO
MIDLAND TRACE TRAIL
WITH HMA PAVEMENT
ON TRAIL PROPERTY (19' LONG)
42" CRUSHED
STONE WALKING
PATH
50' LANDSCAPE BUFFER
50' LANDSCAPE BUFFER
42" CRUSHED
STONE WALKING
PATH
42" CRUSHED
STONE WALKING
PATH
6' PARKWAY, TYP
6' PARKWAY, TYP
6' PARKWAY, TYP
PROPOSED
CURB RAMP, TYP
PROPOSED
CURB RAMP, TYP
TYPE I
C&G, TYP
TYPE II
C&G
32.0'
START
TYPE I
C&G
32.0'
B-B
B-B
32.0'
B-B
R40.0'
PROPOSED DECORATIVE
LIGHT POLE
PROPOSED DECORATIVE
LIGHT POLE
PROPOSED DECORATIVE
LIGHT POLE
32.0'
4' CONCRETE
SIDEWALK
TO PROPERTY LINE
1
0
'
D
&
U
E
R316'
RAIN GARDEN
50
' L
AN
DS
CA
PE
B
UF
FE
R
R25.0'
R166.0'
CL = R150'
NO
RT
H
PR
EL
IM
IN
AR
Y D
EM
OL
IT
IO
N A
ND
T
RE
E P
RE
SE
RV
AT
IO
N P
LA
N
TR
AIL
SID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BL
ES
VIL
LE
, IN
DIA
NA
PROTECT EXISTING
UTILITY POLE
<-STM
REMOVE EXISTING
21" RCP CULVERT
UP TO FIRST CLEAN JOINT
REMOVE EXISTING
CONCRETE
DRIVEWAY
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
RELOCATE 15 EXISTING
TREES (IF POSSIBLE)
REFER TO PRELIMINARY
LANDSCAPE PLAN
INSTALL ORANGE SNOW
FENCE AROUND TREES
TO REMAIN IN PLACE AT
DRIP LINE OR
CONSTRUCTION LIMITS
INSTALL ORANGE SNOW
FENCE AROUND TREES
TO REMAIN IN PLACE AT
DRIP LINE OR
CONSTRUCTION LIMITS
INSTALL ORANGE SNOW
FENCE AROUND TREES
TO REMAIN IN PLACE AT
DRIP LINE
APPROXIMATE DRIP LINE
OF EXISTING CLUSTER
OF TREES
INSTALL ORANGE SNOW
FENCE AROUND TREES
TO REMAIN IN PLACE AT
DRIP LINE OR
CONSTRUCTION LIMITS
INSTALL ORANGE SNOW
FENCE AROUND TREES
TO REMAIN IN PLACE AT
DRIP LINE OR
CONSTRUCTION LIMITS
CLEAR ALL VEGETATION
IN THIS AREA
CLEAR ALL VEGETATION
IN THIS AREA
CLEAR ALL VEGETATION
IN THIS AREA
10.0+/- ACRES EXISTING
WOODED AREA
APPROXIMATELY 4.7
ACRES TO BE CLEARED
10.0+/- ACRES EXISTING
WOODED AREA
APPROXIMATELY 4.7
ACRES TO BE CLEARED
RELOCATE EXISTING TREES
GREATER THAN 3" DIAMETER
(IF POSSIBLE) REFER TO
PRELIMINARY LANDSCAPE PLAN
RELOCATE EXISTING TREES
GREATER THAN 3" DIAMETER
(IF POSSIBLE) REFER TO
PRELIMINARY LANDSCAPE PLAN
RELOCATE EXISTING TREES
GREATER THAN 3" DIAMETER
(IF POSSIBLE) REFER TO
PRELIMINARY LANDSCAPE PLAN
X
X
NO
RT
H
<-S
TM
<-STM
<-STM
PR
ELIM
IN
AR
Y G
RA
DIN
G P
LA
N
TR
AILS
ID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BLE
SV
ILLE
, IN
DIA
NA
MIDLAND TRACE TRAIL (12' HMA PATH)
WESTFIELD RD / SR 32 (INDOT)
8
4
0
INFILTRATION BASIN
BOTTOM 836.70
HWL 840.00
P
E
B
B
L
E
B
R
O
O
K
B
L
V
D
50' LA
ND
SC
AP
ED
B
UF
FE
R
MICRO-POOL
NWL 835.70
HWL
FOREBAY
NWL 836.50
>
>
8
4
2
8
4
3
8
4
2
8
4
1
8
4
0
8
4
4
8
4
2
EXTENDED
DETENTION BASIN
HWL 840.00
POND CONTOURS WILL
BE DESIGNED AS
PART OF FINAL DESIGN
8
3
9
841
8
4
1
8
4
0
8
4
2
8
4
3
8
4
2
8
4
1
8
4
2
8
4
1
8
4
0
8
4
1
8
4
2
839
8
4
4
8
4
4
8
4
7
8
4
3
8
4
1
8
4
5
8
4
2
847
8
4
4
8
4
3
8
4
3
8
4
3
846
8
4
8
8
4
1
8
4
6
8
4
3
8
4
88
4
4
8
4
2
B
O
A
R
D
W
A
L
K
8
4
3
>
>
>
EX. 843.10
EX. 842.80
X X
X
G 842.20
X
G 840.10
W 840.80
X G 841.20
G 841.20
G 842.20
X840.20
843.80
X
8
4
4
.
6
5
X
W 845.20
X
842.80
X
X
840.50
840.50
842.80
X
844.00
>
>
>
>
> >
>
X845.40
X
842.70
X
842.50
X
844.40
X
842.90
X
845.30
X
847.00
X
844.50
X
847.80
X844.80
X
845.00
X
X
845.30
843.30
X
842.00
X
843.30
X
840.40
X
840.20
X842.75
X
842.25
X
842.50
X843.30
>
>
X
836.50
X
836.50
X
841.70
X
841.70
X
842.50
X
842.25
X
X
842.20
X
840.75
X
840.75
X
841.00
X
843.30
X
843.90
X
843.05
X
842.00
X
842.80
X
842.60
842.00
842.00
X
842.90
842.90
843.45
844.50
844.50
844.50
X
843.90
> >
>
X
X
X
843.45
843.45
X
840.40
X842.60
841.10
841.20843.30
843.50
843.10
844.50
841.40
842.80
843.80
>
844.00
845.30
845.80
>
844.20
840.40
842.00
842.80
841.00
840.90
REAR YARD SWALE - 2.0% SLOPE
REAR YARD SWALE - 2.0% SLOPE
843.35
844.00
843.70
844.30
843.10
842.80
842.60
844.20
FOREBAY
NWL 837.20
X
837.20
8' P
UB
LIC
H
MA
W
ALK
IN
G P
AT
H
P
I
L
O
T
C
H
A
N
N
E
L
-
0
.
5
%
S
L
O
P
E
,
1
2
"
D
E
E
P
X
840.80
X
836.70
X
836.70
X
835.70
X
845.30
X
844.20
X
X844.50
X
843
842
X
835.70
SEE SHEET C107
FOR ADDITIONAL
DETAILS AT STATE ROAD 32
X
836.70
X836.70
RAIN GARDEN
T/BANK 840.00
X
838.30
X
838.30
8
4
2
XG 837.00
W 840.60
842
EX. 839.50
X
841.90
840
8
4
2
8
4
2
8
4
2
8
4
4
844
842
>
X
842.20
8
4
4
X
X
845.00
845.10
842
844
8
4
4
8
4
4
8
4
2
844
842
8
4
2
>
8
4
2
8
4
2
8
4
2
8
4
4
844
OVERLAND
FLOOD
ROUTE
OVERLAND
FLOOD
ROUTE
OVERLAND
FLOOD
ROUTE
O
V
E
R
L
A
N
D
F
L
O
O
D
R
O
U
T
E
OVERLAND
FLOOD
ROUTE
OVERLAND
FLOOD
ROUTE
OVERLAND
FLOOD
ROUTE
838
NOTES:
LOWEST OPENINGS, TOP OF FOUNDATION, FINISH FLOOR
ELEVATIONS, ETC. WILL BE DETERMINED DURING FINAL
ENGINEERING IN ACCORDANCE WITH CITY OF NOBLESVILLE
ENGINEERING STANDARDS.
SEE CONCEPT STORMWATER REPORT FOR INFORMATION
ON PROPOSED DETENTION.
GRADING OF MAIN POND TO BE COMPLETE AS PART OF
FINAL ENGINEERING.
OFF-SITE DRAINAGE AREA TO BE ROUTED THROUGH
ON-SITE POND AND DETAINED.
EXISTING CONTOURS BASED ON LIDAR (NAVD 1988 DATUM)
FROM THE HAMILTON COUNTY GIS.
8
4
2
8
4
2
8
4
2
8
4
2
8
4
4
OFF-SITE DRAINAGE
AREA LIMITS
OFF-SITE DRAINAGE
AREA LIMITS
OFF-SITE DRAINAGE
AREA LIMITS
O
F
F
-
S
I
T
E
D
R
A
I
N
A
G
E
A
R
E
A
L
I
M
I
T
S
<-STM
W 842.80
X
844.20
842.00
840.40
840.40
>
8
4
2
842
X
X
W 845.20
844
843.35
NO
RT
H
<-S
TM
<-STM
<-STM
PR
EL
IM
IN
AR
Y S
TO
RM
AT
ER
P
OL
LU
TIO
N P
RE
VE
NT
IO
N P
LA
N
TR
AIL
SID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BL
ES
VIL
LE
, IN
DIA
NA
HWL
>
>
>
>
>
>
>
> >
>
>
>
>
CONCRETE
WASHOUT
STATION
24' x 100' STABILIZED
CONSTRUCTION ENTRANCE
POST RULE
5 PERMIT
INSTALL INLET
BASKET FILTERS
AT ALL OPEN GRATES, TYP
INSTALL INLET
BASKET FILTERS
AT ALL OPEN GRATES, TYP
INSTALL INLET
BASKET FILTERS
AT ALL OPEN GRATES, TYP
INSTALL INLET
BASKET FILTERS
AT ALL OPEN GRATES, TYP
CREATE TEMPORARY SEDIMENT
TRAP AT DETENTION BASIN. INSTALL
OVERFLOW RISER ON OUTLET.
CREATE TEMPORARY SEDIMENT
TRAP AT DETENTION BASIN. INSTALL
OVERFLOW RISER ON OUTLET.
INSTALL EROSION
CONTROL BLANKET ON
SIDE SLOPES 4:1 OR
STEEPER
INSTALL EROSION
CONTROL BLANKET ON
SIDE SLOPES 4:1 OR
STEEPER
TOPSOIL STOCKPILE
INSTALL DOUBLE ROW OF SILT
FENCE AROUND STOCKPILE
DOUBLE ROW OF SILT FENCE
PE
RIM
ET
ER
S
ILT
F
EN
CE
INSTALL SILT FENCE
AT PERIMETER EXCPET
IN WOODED AREAS
INSTALL SILT FENCE
AT PERIMETER EXCPET
IN WOODED AREAS
INSTALL SILT FENCE
AT PERIMETER EXCPET
IN WOODED AREAS
INSTALL INLET
PROTECTION AT ALL INLETS
NOTES:
FULL DETAILS AND SPECIFICATIONS WILL BE PROVIDED IN
FINAL ENGINEERING DOCUMENTS INCLUDING INSPECTION
PROCEDURES.
A RULE 5 PERMIT WILL BE REQUIRED.
<
-
S
A
N
<
-S
T
M
<
-S
T
M
NO
RT
H
<-STM
<-STM
<-STM
STATE ROAD 32 / WESTFIELD RD
PR
ELIM
IN
AR
Y U
TILIT
Y P
LA
N
TR
AILS
ID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BLE
SV
ILLE
, IN
DIA
NA
SEE STATE ROAD 32 IMPROVEMENTS
PLAN FOR ADDITIONAL DETAIL (SHEET C107)
HWL
SEE STATE ROAD 32 IMPROVEMENTS
PLAN FOR ADDITIONAL DETAIL (SHEET C107)
SMH H
SMH G
SMH I
SMH C
SMH B
SMH A
256'-12" RCP
MH2
MH1
FES 3
72
'-1
2" R
CP
MH3
MH4
OCS-2 (4' DIA CB
WITH LOW FLOW AT
BOTTOM AND OPEN AT
HIGH WATER LEVEL)
FES 10
CB1 (72")
INL1
CB2 (60")
INL2
CB3 (60")
INL3
CB4
INL4
INL5
CB5 (60")
CB6 (60")
FES6FES7
CB7
INL6
INL11
INL12
CB8
80'-24" RCP
FES 4
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM<-STM
<-STM
<-STM<-STM
<-STM
INSTALL SANITARY SEWER FIRST.
PROVIDE 8' SPACING BETWEEN SEWERS.
W
W
<-S
AN
<-S
AN
<-S
AN
<-S
AN
<-S
AN
<-S
TM
INL7
W
W
W
W
W
W
NO
RT
H
<-S
TM
<-STM
W
W
WESTFIELD RD / SR 32 (INDOT)
EXISTING HYDRANT
EXTEND EXISTING 24" RCP CULVERT
ACROSS NEW ROAD
64'-24" RCP EXTENSION
SLATER RIDGE RESIDENTIAL SUBDIVISION (UNDER CONSTRUCTION)
EXISTING TREE TO REMAIN
NO
RT
H
1
STATE ROAD 32 / WESTFIELD RD
2
3
5
6 8 11107
4
9
13
12
FUTURE MIDLAND TRACE TRAIL MULTI-PURPOSE PATH (UN-INCOROPORATED)
27
25
17
39
24
33
32
14
38
41
28
35
16
22
19
29
26
18
31
15
37
40
34
30
36
20
21
23
POND #2
NATURALIZED FLAT=BOTTOM
RAIN GARDEN / STORMWATER POND
PROPOSED SUBDIVISION MONUMENT SIGN
8' WIDE x 4' HIGH WOODEN SIGN
"TRAILSIDE WOODS SUBDIVISION
OF NOBLESVILLE"
RE
D O
AK
D
RIV
E
50.0'
50.0'
50.0'
50.0'
RED OAK DRIVE
HA
CK
BE
RR
Y C
OU
RT
NA
TC
HE
Z C
OU
RT
20.0'20.0'
20.0'
50.0'
POND #1
NATURALIZED DETENTION BASIN
59,091 SF
81,020 SF (AT HWL)
HA
ZE
L D
ELL E
LE
ME
NT
AR
Y S
CH
OO
L
VA
CA
NT
P
AR
CE
L (U
N-IN
CO
PO
RA
TE
D)
PR
ELIM
IN
AR
Y LA
ND
SC
AP
E P
LA
N
TR
AILS
ID
E W
OO
DS
S
UB
DIV
IS
IO
N
NO
BLE
SV
ILLE
, IN
DIA
NA
PROPOSED 8' ASPHALT
PUBLIC PATH (ALIGNMENT
MAY SHIFT TO AVOID IMPACTS
TO EXISTING TREES)
EXISTING TREE TO
REMAIN
PROPOSED 8' ASPHALT
PUBLIC PATH
PROPOSED 8' ASPHALT
PUBLIC PATH TO CONNECT
TO FUTURE MIDLAND TRACE TRAIL
OPEN WATER
42" CRUSHED
STONE WALKING
PATH
42" CRUSHED
STONE WALKING
PATH
42" CRUSHED
STONE WALKING
PATH
42" CRUSHED
STONE WALKING
PATH TO CONNECT TO
MIDLAND TRACE TRAIL
42" CRUSHED
STONE WALKING
PATH
42" CRUSHED
STONE WALKING
PATH TO CONNECT TO
MIDLAND TRACE TRAIL
4' CONCRETE
SIDEWALK 1'
FROM LOT LINE, TYP
4' CONCRETE
SIDEWALK 1'
FROM LOT LINE, TYP
6' PARKWAY,
TYP (SOD)
6' PARKWAY,
TYP (SOD)
6' PARKWAY, TYP
6' PARKWAY, TYP
PROPOSED
CURB RAMP, TYP
4' CONCRETE
SIDEWALK
TO PROPERTY LINE
HWL
PROVIDE NATIVE MESIC
PLANTS ALONG EDGE
OF POND TO STABILZE
SHORELINE
CONSTRUCT SAFETY
SHELF WITH NATIVE
SHALLOW EMERGENT PLANTS
ALONG OPEN WATER AREAS
NATURALIZED DETENTION BASIN
TO BE PLANTED WITH
NATIVE SEDGE MEADOW PLANTS,
PILOT CHANNELS AND FOREBAYS
WITH SHALLOW EMERGENT PLANTS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SIGN DETAIL
WOOD SIGN
TWO ORNAMENTAL TREES
128 SF PLANTING BED
AROUND THE SIGN
(PERENNIAL FLOWERS AND SHRUBS)
LIMESTONE OUTCROPPING
STONES AT THE BASE OF THE SIGN
TURF
PLANT SPECIES TO BE DETERMINED
DURING FINAL DESIGN
S
S
S
S
S
S
S
S
S
S
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INSTALL SOD IN THE
PARKWAY, TYP
INSTALL SOD IN THE
PARKWAY, TYP
INSTALL SOD IN THE
PARKWAY, TYP
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TRANSPLANTED TREE
T
NEW 6' HIGH EVERGREEN TREE
P
NEW 2.5 DBH STREET PARKWAY
TREES (SHADE TREE) - 96
PLANTED EVERY 40'-60'
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TRANSPLANT EXISTING TREES FROM BUILDING PAD AREAS
OF LOTS IN THE WOODED AREA. PLANT 3 TREES PER 100
FEET IN THE BUFFER. STAGGER TREES.
PLANT 33 SHRUBS (MIX OF EVERGREEN AND DECIDUOUS)
EVERY 100' WITHIN THE 50' LANDSCAPE BUFFER). MINIMUM
24" PLANTING.
TRANSPLANT EXISTING TREES FROM BUILDING PAD AREAS
OF LOTS IN THE WOODED AREA. PLANT 3 TREES PER 100
FEET IN THE BUFFER. STAGGER TREES.
PLANT 33 SHRUBS (MIX OF EVERGREEN AND DECIDUOUS)
EVERY 100' WITHIN THE 50' LANDSCAPE BUFFER). MINIMUM
24" PLANTING.
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PLANT 33 SHRUBS (MIX OF EVERGREEN AND DECIDUOUS)
EVERY 100' WITHIN THE 50' LANDSCAPE BUFFER). MINIMUM
24" PLANTING.
PLANT SPECIES TO BE DETERMINED
DURING FINAL DESIGN.
RAIN GARDENS TO BE PLANTED WITH A
MIXTURE OF SHRUBS, WILDFLOWERS,
DEEP ROOTED NATIVE SEDGES AND
GRASSES.
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SEED SHADE TOLERANT HERBACIOUS
AND WOODY UNDERSTORY ALONG
EDGE OF WOODS, TYP.
SEED SHADE TOLERANT HERBACIOUS
AND WOODY UNDERSTORY ALONG
EDGE OF WOODS, TYP.
MIN SETBACK (TYP)
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50' LANDSCAPE BUFFER (WHERE REQUIRED)
TYPICAL LOT DETAIL
STREET TREE
(EVERY 40'-60')
MINIMUM 2 FRONT YARD TREES (ONE
MUST BE SHADE TREE)
MINIMUM 1 REAR
YARD SHADE TREE
MINIMUM 10 SHRUBS (24" MIN)
AT FRONT OF HOME
NOTES:
ORNAMENTAL TREES SHALL BE
MIN 1.5" DBH
SHADE TREES TO BE MIN 2.5" DBH
SHRUBS TO BE MINIMUM 24"
MINIMUM 1 ORNAMENTAL
TREE IN SIDE YARD
MIN
IM
UM
2
4" W
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PROPOSED
RAIN GARDEN
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