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MONON LAKE
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A PLANNED UNIT DEVELOPMENT
DATE OF SUBMITTAL: SEPTEMBER 20.2013
3
LEGEND
THE EXPENSE OF SUCH RELOCATION SHALL BE THE
=
EXISTING GRADE
40
EXISTING SANITARY SEWER
=
EXISTING STORM SEWER
=
6600 S.F.
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6607 S.F
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PROPOSED STORM SEWER
=
PROPOSED WATER LINE
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PROPOSED SWALE
B.S.L. =
BUILDING SETBACK LINE
D.&U.E. =
DRAINAGE AND UTILITY EASEMENT
D.U.&S.E. =
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00'
R.D.E. =
30' W
40� =
EMERGENCY OVERFLOW
=
EMERGENCY FLOOD ROUTING
MFPG =
MINIMUM FLOOD PROTECTION GRADE
�a00
A.D.A. COMPLIANT ELEVATION TRANSITION
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CONCRETE MONUMENT
MIN. SIDE YARD: 5 FT.
PLANS PREPARED BY.
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(FOR ACCESSORY BLDGS. SEE CHAPTER 25)
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10505 N. COLLEGE AVENUE
7336 S.F.
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TELEPHONE (317) 846-6611
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LEGEND
THE EXPENSE OF SUCH RELOCATION SHALL BE THE
=
EXISTING GRADE
— — =
EXISTING SANITARY SEWER
=
EXISTING STORM SEWER
=
EXISTING TREE LINE
=
PROPOSED SANITARY SEWER
=
PROPOSED STORM SEWER
=
PROPOSED WATER LINE
=
PROPOSED SWALE
B.S.L. =
BUILDING SETBACK LINE
D.&U.E. =
DRAINAGE AND UTILITY EASEMENT
D.U.&S.E. =
DRAINAGE, UTILITY & SEWER EASEMENT
R.D.E. =
REGULATED DRAINAGE EASEMENT
40� =
EMERGENCY OVERFLOW
=
EMERGENCY FLOOD ROUTING
MFPG =
MINIMUM FLOOD PROTECTION GRADE
�k =
A.D.A. COMPLIANT ELEVATION TRANSITION
o =
CONCRETE MONUMENT
SOILS LEGEND
Br — Brookston—silty loam
CrA — Crosby silt loam, 0-3 percent slopes
MmB2 — Miami silt loam, 2-6 percent slopes
MmC2— Miami silt loam, 6-12 percent slopes
Or— Orthents, 6-12 percent slopes
W— Water
NOTES
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SITE
AREA MAP
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SOILS MAP
Part of the Southwest Quarter of Section 12, Tcwnship 17 North, Range 3 East, Second Principal Meridian, Hamilton County,
Indiana, described as follows:
Commencing at the Southeast corner of said Southwest Quarter, thence along the East line of said Southeast Quarter North
00 degrees 07 minutes 43 seconds East (bearings based upon Indiana State Plane Coordinates. East Zone, NAD 1983)
697.57 feet; thence North 72 degrees 44 minutes 44 seconds West 41.86 feet to the West line of the land described in
Instrument No. 200500010925 in the Office of the Recorder of Hamilton County, Indiana; thence along the north right-of-way
line of Interstate 465 as described in Deed Book 200, Page 290 in said Recorder's Office by the following three (3) courses; (1)
North 72 degrees 44 minutes 44 seconds West 210.36 feet; (2) North 74 degrees 40 minutes 03 seconds West 301.50 feet; (3)
North 68 degrees 57 minutes 23 seconds West 328.44 feet to a point which is 1829.45 feet South 89 degrees 05 minutes 37
seconds East of the West line of said Southwest Quarter, thence parallel with said West line North 00 degrees 01 minutes 23
seconds West 299.74 feet to the South line of the land described in Deed Book 137, Page 587 in said Recorder's Office;
thence along said South line and parallel with the South line of said Southwest Quarter North 89 degrees 01 minutes 32
seconds West 1.13 feet to a 5/8" diameter rebar with yellow plastic cap stamped WEIHE ENGR. 0012; thence parallel with the
East line of said Quarter Section North 00 degrees 07 minutes 43 seconds East 1416.17 feet to the North line of said
Southwest Quarter; thence along said North line South 89 degrees 09 minutes 48 seconds East 800.77 feet to the West line of
the aforesaid land described in Instrument No. 200500010925 in said Recorder's Office; thence along said West line South 00
degrees 07 minutes 43 seconds West 1964.30 feet to the point of beginning, containing 33.95 acres, more or less.
Benchmark:
Located in the Southwest Quarter of Section 11, Township 17 North, Range 3 East, Clay Township,
Carmel, Indiana. An Indiana Department of Transportation bronze plate stamped HAM G73 set in top of
the northwest wing wall of the west bound lane bridge on 1-465 over U.S. 31.
Elevation = 867.09
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES,
THE EXPENSE OF SUCH RELOCATION SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES
SHALL BE LOCATED WITHIN ONE FOOT OF THE
PROPOSED R/W.
ALL DISTURBED AREA TO BE SEEDED AND MULCHED.
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BMP'S USED FOR THIS SITE:
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A. EXISTING WET POND
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B. VEGETATIVE SWALES
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FLOOD STATEMENT
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THE DESCRIBED REAL ESTATE DOES NOT LIE WITHIN A SPECIAL FOOD HAZARD ZONE AE AS PLOTTED BY SCALE
ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, (FIRM) FLOOD
INSURANCE RATE MAP COMMUNITY NUMBER 18057CO120 F,
DATED FEBRUARY 19, 2003.
CURRENT ZONING: R-1
.PLANS PREPARED FOR:
DESIGN SPEED: 25 MPH
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TOTAL ACREAGE: 33.949 A 0/
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M/I HOMES OF INDIANA
OPEN SPACE PROVIDED: 657 _— a
8500 KEYSTONE CROSSING, SUITE 590
ALL STREETS ARE TO BE PUBLIC
INDIANAPOLIS, IN 46240
TELEPHONE: (317) 629-0864
P.U.D. ZONING REQUIREMENTS
CONTACT PERSON: MARK CONNOR
MIN. FRONT YARD: 20 FT.
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MIN. SIDE YARD: 5 FT.
PLANS PREPARED BY.
MIN. REAR YARD: 20 FT
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(FOR ACCESSORY BLDGS. SEE CHAPTER 25)
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVENUE
INDIANAPOLIS, IN 46280
TELEPHONE (317) 846-6611
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CONTACT PERSON: JAMES E. SHIELDS, JR.
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SHEET NO.
SCALE: 1 " = 50' C001
PROJECT NO.
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SHEET NO.
SCALE: 1 " = 50' C001
PROJECT NO.
0 25 50 100 W130101
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