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THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
7965 EAST 106TH STREET
FISHERS, INDIANA 46038-2505
PHONE: (317) 849-5935
THIS INSTRUMENT PREPARED FOR:
LENNAR
9025 NORTH RIVER ROAD
SUITE 100
INDIANAPOLIS, INDIANA 46240
CONTACT: KEITH LASH
PHONE: (317) 659-3200
keith.lash@lennar.com
Docket No. 19050021 PP: TROY ESTATES
LOCATION MAP
SCALE: 1 "=800'
18 . cI'
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MAP SCALE 1" = 1000-
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PANEL P2060
FIRM
FLOOD INSURANCE RATE MAP
HAMILTON COUNTY,
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INDIANA
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NOVEMBER 19, 2014
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FLOOD STATEMENT
This is to certify that NO portion of the property is located within a Special Flood Hazard Area (Zone AE)
as said property plots by scale on Community Panel No. 18057C 0205G of the Flood Insurance Rate Maps
dated November 19, 2014.
SITE DATA
LARGEST LOT
24,077 s .ft.
SMALLEST LOT
12,005 s .ft.
AVERAGE LOT SIZE
13,867 s .ft.
TOTAL LOTS
39
TOTAL ACRES
23.0 Ac.f
GROSS DENSITY
1.70 Lots/Ac.
TOTAL COMMON AREA
5.75 Ac.f 25%
PRESENT ZONING
S 1
PROPOSED ZONING
S2
SUBMITTAL DATE
05/15/19
PRIMARY BUILDING SETBACKS
MIN. FRONT BUILDING LINE
25' variance filed - reduced from 35'
SIDE YARD/AGGREGATE
10' MIN./25' AGGREGATE
REAR YARD
20'
ACCESSORY BUILDING SETBACKS
(beyond 10' from primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
5' FROM LOT LINE OR 3' FROM EASEMENT
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
SETBACK LINE - WHICH EVER IS GREATER
SIDE /REAR YARD
see PRIMARY BUILDING SETBACKS
SHT.
DESCRIPTION
1
PRIMARY PLAT COVER
2-3
PRIMARY PLAT
4
PRIMARY PLAT DETAILS
5
PRIMARY PLAT LIGHTING AND SIGNAGE PLAN
6
OPEN SPACE PLAN
7
STREET TREE PLAN (not revised at this time 7-5-19)
L-100
LANDSCAPE PLAN (not revised at this time 7-5-19)
REVISIONS
SHT.
DESCRIPTIONS
ALL
REVISED PER TAC COMMENTS & NEW CONCEPT
LEGEND
FM
PROPOSED FORCE MAIN
>odd
PROPOSED SWALE
P.W.P.
- - - - - -
PROPOSED SUB SURFACE DRAIN
EXISTING POWER POLE
PROPOSED SEWER LINE; MANHOLE
'Q"
I T
EXISTING LIGHT POLE
PROPOSED STORM SEWER LINE;
EXISTING ELECT. TRANSFORMER
CURB INLET, MANHOLE & END SECTION
❑
E.T.
W
PROPOSED WATER LINE
❑
EXISTING ELECT. PEDESTAL
E.P.
� 0 0 o
EXISTING FLOW LINE
Q
EXISTING ELECT. METER
E.M.
BEC
EXISTING BURIED ELECTRIC LINE
-
EXISTING GUY WIRE
E
EXISTING OVERHEAD ELECTRIC LINES
EXISTING TELEPHONE POLE
BTC
EXISTING BURIED TELEPHONE LINE
❑
EXISTING TELEPHONE PEDESTAL
T.P.
T
EXISTING TELEPHONE LINE
O
EXISTING TELEPHONE MANHOLE
BCTV
EXISTING BURIED CABLE T.V. LINE
EXISTING CABLE T.V. POLE
CTV -
EXISTING CABLE T.V. LINE
❑
EXISTING CABLE T.V. PEDESTAL
TV.P.
GAS
EXISTING GAS LINE
®
EXISTING TRAFFIC SIGNAL POLE
W
EXISTING WATER LINE
®
EXISTING TRAFFIC MANHOLE
- - - -
EXISTING SANITARY SEWER LINE; MANHOLE
❑
EXISTING TRAFFIC CONTROL BOX
T.C.B.
EXISTING SANITARY CLEANOUT
®
EXISTING GAS VALVE
^ C.O9
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
®
EXISTING GAS METER
EXISTING CURB INLET
O
EXISTING WATER METER
®
EXISTING BEEHIVE OR ROUND INLET
pd
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
®
EXISTING SQUARE FLAT INLET
EXISTING FENCE LINE
M.Bo
EXISTING MAILBOX
E-->
PROPOSED FLOOD ROUTE
DESIGN SPEED
PRIMARY PLAT
ZONING: S2
D cket No. 190 00
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C1
157.42'
100.00,
100.34'
S44051128"W
141.66'
90011137"
C2
235.62'
150.00'
150.00'
N44157'16"E
212.13'
90,00,001,
C3
117.81'
150.00'
62.13'
N2203214411W
114.81'
45100'00"
C4
117.81'
150.00'
62.13'
N67132'44"W
114.81'
45100'00"
CS
236.01'
150.00'
150.39'
S44058'17"E
212.41'
90008'54"
C6
43.58'
150.00'
21.95'
N8013'14"W
43.43'
16138'49"
C7
10.62'
150.00'
5.31'
N1803412211W
10.62'
4103127"
C8
53.93'
150.00'
27.26'
S10018103"E
53.64'
20036'05"
C9
118.35'
150.00'
62.45'
N67°33'55"W
115.30'
45°12'18"
C10
118.35'
150.00'
62.45'
N22021137"W
115.30'
45012118"
LEGAL DESCRIPTION
A part of the North Half of Section 19, Township 18 North, Range 3 East, Clay
Township, Hamilton County, Indiana, being more particularly described as follows:
Beginning at the Southwest corner of the Northeast Quarter; thence North 89 degrees
45 minutes 39 seconds East along the south line thereof 236.04 feet; thence North 00
degrees 02 minutes 44 seconds West 653.58 feet; thence South 89 degrees 45 minutes
56 seconds West 234.65 feet; thence North 00 degrees 14 minutes 32 seconds East
653.67 feet; thence South 89 degrees 49 minutes 57 seconds West 656.39 feet; thence
South 00 degrees 06 minutes 11 seconds West 1308.08 feet to a point on said South
line of the North Half; thence North 89 degrees 45 minutes 39 seconds East along said
South line 655.11 feet to the place of beginning, containing 23.0 acres, more or less.
This description is for zoning purposes only and is subject to change upon the
completion of an accurate boundary survey.
TROY DRIVE
HELEN DRIVE
ERIS LANE
KODIAK DRIVE
TOTAL
STREET DATA
762.54 L.F.
620.58 L.F.
455.25 L.F.
1,412.67 L.F.
3,251.04 L.F.
Bc
Re;
GRAF
100
0 50 U
1
( IN FEET )
inch = 100 ft.
I
1 PP
LONGRIDGE ESTATES
SECTION 3A
Zoned: SI -ROSO
Lot 161
GLENVIEW LANE
Martin, Zack & Morgan
Res-l-Family 0 - 9.99 acres
Zoned: S 1
f
MmB2 Br
i
SOILS MAP
SCALE: 1 "500'
Map Unit: Br
Map Unit: CIA
Map Unit: Mm132
W
.01 IM
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141 st STREET
LEGEND
10
LOT NUMBER
N.A.E.
NON -ACCESS EASEMENT
R.D.E.
REGULATED DRAINAGE EASEMENT
D.U.&S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D.&U.E.
DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E.
DRAINAGE UTILITY SANITARY SEWER &
LANDSCAPE MAINTENANCE ACCESS EASEMENT
L.&S.E.
LANDSCAPE & SIGNAGE EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
DENOTES HANDICAP RAMPS
NOTE: ALL STORM EASEMENTS ARE REGULATED DRAIN EASEMENTS.
SUBDIVISION MONUMENTATION
A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL
LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES
AND THE INTERSECTION OF LINES.
O DENOTES A 5/8"00" REBAR WITH CAP STAMPED "S&A FIRM #0008".
DENOTES A 2" MAG NAIL WITH WASHER STAMPED "S&A FIRM #0008".
DENOTES A 4"x4"06" LONG PRECAST CONCRETE MONUMENT WITH A CROSS
❑ CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE.
DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUM
WELD", A 5/8" DIA. ALUMINUM ROD 12" LONG WITH 1-1/2" DIA. TAPERED
ALUMINUM CAP STAMPED "S & A INC. FIRM # 0008" AND HAVING A CUT "X" IN
TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL,
TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER).
PENDING
ppRGV AL coon
Not F °r
PLANS PREPARED BY: A Constru
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 4603 8
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEAD@STOEPPELWERTH.COM
PLANS CERTIFIED BY:
DENNIS D. OLMSTEAD
PROFESSIONAL LAND SURVEYOR
NO. 900012
05/15/19
DTER �s�'��'�':
�a? No.F� o-
900012
STATE OF
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