HomeMy WebLinkAboutCover Sheet 001THIS 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
Docket No. xxxxx: TROY ESTATES
LEGEND
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
18,490 s .ft.
SMALLEST LOT
12,499 s .ft.
AVERAGE LOT SIZE
13,867 s .ft.
FM
PROPOSED FORCE MAIN
TOTAL ACRES
23.0 Ac.f
GROSS DENSITY
1.70 Lots/Ac.
TOTAL COMMON AREA
5.75 Ac.± 25%
PRESENT ZONING
S1
00o
PROPOSED SWALE
SUBMITTAL DATE
05/15/19
90.52'
35007'25"
C3
29.69'
150.00'
14.90'
N5°54'48"E
29.65'
11°20'33"
C4
P.W.P.
100.00'
41,42'
N67032'44"W
76.54'
45000'00"
C5
78.54'
100.00'
41.42'
— — — — — —
PROPOSED SUB SURFACE DRAIN
O"
EXISTING POWER POLE
118.35'
150.00'
62.45'
N22°21'37"W
115.30'
45°12'18"
PROPOSED SEWER LINE; MANHOLE
T 3
EXISTING LIGHT POLE
62,45'
N67033'55"W
115.30'
45°12'18"
} _ _
PROPOSED STORM SEWER LINE;
❑EXISTING
ELECT. TRANSFORMER
S21035'40"E
110.91'
43023'41"
CURB INLET, MANHOLE & END SECTION
E.T.
W
PROPOSED WATER LINE
❑
EXISTING ELECT. PEDESTAL
E.P.
o o
EXISTING FLOW LINE
O
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
rz1
BCTV
EXISTING BURIED CABLE T.V. LINE
EXISTING CABLE T.V. POLE
CTV —
EXISTING CABLE T.V. LINE
ElEXISTING
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.00
^
®
EXISTING GAS METER
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
EXISTING CURB INLET
MO
EXISTING WATER METER
®
EXISTING BEEHIVE OR ROUND INLET
WV
D4
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
❑
EXISTING SQUARE FLAT INLET
o
EXISTING MAILBOX
x
EXISTING FENCE LINEM.B
LOCATION MAP
SCALE: 1"-000'
��^\j
/
PROPOSED FLOOD ROUTE
4
iM
El
DESIGN SPEED
TREF,T MAP SCALEtry-
Mffi
7000'
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
18,490 s .ft.
SMALLEST LOT
12,499 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.± 25%
PRESENT ZONING
S1
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)
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
PRIMARY PLAT COVER
2-3
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
T FROM LOT LINE OR 3' FROM EASEMENT
ACCESSORY BUILDING SETBACKS
(within 10' of primary building)
TNDEX
SHT.
25' FROM FRONT OF BUILDING OR
MIN. FRONT BUILDING LINE
PRIMARY PLAT COVER
2-3
SETBACK LINE - WHICH EVER IS GREATER
SIDE / REAR YARD
see PRIMARY BUILDING SETBACKS
TNDEX
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
L-100
LANDSCAPE PLAN
REVISIONS
SHT. DESCRIPTIONS
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD BEARING
CHORD
DELTA
C1
122.91'
150.00'
65.14'
S23°14'04"W
119.50'
46°56'51"
C2
91.95'
150.00'
47.47'
N29008'47"E
90.52'
35007'25"
C3
29.69'
150.00'
14.90'
N5°54'48"E
29.65'
11°20'33"
C4
78.54'
100.00'
41,42'
N67032'44"W
76.54'
45000'00"
C5
78.54'
100.00'
41.42'
N22032'44"W
76.54'
45000'00"
C6
118.35'
150.00'
62.45'
N22°21'37"W
115.30'
45°12'18"
C7
118.35'
150.00'
62,45'
N67033'55"W
115.30'
45°12'18"
C8
113.61'
150.00'
59.68'
S21035'40"E
110.91'
43023'41"
Bc
Req
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.
GRAP
PRIMARY PLAT
ZONING: S2
GLENVIEW LANE
too
0 50 1(
LONGRIDGE ESTATES
LOT NUMBER
1
( IN FEET )
inch = 100 ft.
STREET DATA
TROY DRIVE
1,680.48 L.F.
LONGRIDGE ESTATES
LOT NUMBER
N.A.E.
NON -ACCESS EASEMENT
SECTION 3A
Martin, Zack & Morgan
HELEN COURT
544.65 L.F. Zoned:Sl - ROSO
Res- l -Family 0 - 9.99 acres
DRAINAGE & UTILITY EASEMENT
D.U.S.S.&L.M.A.E.
Zoned: S 1
ERIS COURT
524.50 L.F.
L.&S.E.
KODIAK DRIVE
168.00 L.F.
BUILDING LINE
TOTAL
2,917.63 L.F.
Lot 137 Lot 161
OL
.N.,
MmB2
(y CIA
M
MmB2 BI �_r r,
K
141st STREET
00,100H
W
SOILS MAP
SCALE: 1"500'
Map Unit: Br
Map Unit: CrA
Map Unit: MmI32
�G DENOTES HANDICAP RAMPS
NOTE: ALL STORM EASEMETS ARE REGULATED DRAIN EASEMENTS.
SUBDIVISION MONUMENTATION
A 5/8"00" 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".
0 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
pRpV AL coon
PLANS PREPARED BY: XT F or Const
Not
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEAD@STOEPPELWERTH.COM
PLANS CERTIFIED BY:
DENNIS D. OLMSTEAD i
PROFESSIONAL LAND SURVEYOR
NO. 900012
05/15/19
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
�G DENOTES HANDICAP RAMPS
NOTE: ALL STORM EASEMETS ARE REGULATED DRAIN EASEMENTS.
SUBDIVISION MONUMENTATION
A 5/8"00" 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".
0 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
pRpV AL coon
PLANS PREPARED BY: XT F or Const
Not
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: DENNIS D. OLMSTEAD
EMAIL: DOLMSTEAD@STOEPPELWERTH.COM
PLANS CERTIFIED BY:
DENNIS D. OLMSTEAD i
PROFESSIONAL LAND SURVEYOR
NO. 900012
05/15/19