HomeMy WebLinkAboutB001 - Plat S5-Sheet 1MFPG 758.1 MFPG 758.1 MFPG 758.1 MFP G 758.1 MFPG 758.1 MFPG 758.5 MFPG 758.5
MFPG 756.1 MFPG 756.1 MFP G 756.1
MFP G 755.4
MFP G 755.4 MFPG 755.4
MFPG 756.0
MFPG 756.0 MFPG 756.0MFPG 757.3MFPG 757.3 MFPG 757.3
MFPG
757.3
MFPG 757.4 MFPG 757.4MFPG 756.0
MFPG 754.0 MFPG 754.0 MFPG 754.0 MFP G 754.0 MFPG 754.0 MFPG 754.0 MFP G 754.0 MFPG 754.0
MFPG 754.0
MFPG 755.4
MFP G 754.0
MFP G 754.0 MFPG 754.0
MF PG 757 .4
MFPG
757
.
4
MFPG
757
.
4
MFPG 757 .4
MFPG 756.1 MFPG 756.1MFP G 756.1 MFPG 756.1
MFP G 756.1 MFP G 756.1
MFPG 756.1
CURVE TABLE: PARCEL
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
RADIUS
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
25.00'
LENGTH
15.71'
15.71'
15.71'
15.71'
15.71'
15.71'
15.71'
15.71'
39.27'
TANGENT
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
10.00'
25.00'
CHORD
LENGTH
14.14'
14.14'
14.14'
14.14'
14.14'
14.14'
14.14'
14.14'
35.36'
CHORD
BEARING
N45°00'00"W
S45°00'00"W
S45°00'00"E
N45°00'00"E
S45°00'00"E
N45°00'00"E
N45°00'00"W
S45°00'00"W
N45°00'00"W
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
Dennis D. Olmstead
Professional Land Surveyor
No. 900012
VICINTY MAP
NOT TO SCALE
Surveyed and Prepared by:
Dennis D. Olmstead, PLS
Stoeppelwerth & Associates, Inc.
7965 East 106th Street
Fishers, Indiana 46038
Phone: (317) 849-5935
Email: dolmstead@stoeppelwerth.com
Owner/Subdivider:
PM Development Holdings, LLC
630 3rd Ave SW, #200
Carmel, Indiana 46032
Contact: Paul Claire
Phone: (317) 714-3346
Email:paul@Pyattbuilders.com
Submission Date: 03/20/2021
Source of Title:
Limited Warranty Deed - Instr. 2016056664
Carmel/Clay Plan Commision Nos.
Primary Plat Docket No. 16030011PP
Docket No. 16030012 ZW
Docket No. 16030013 ZW
Docket No. 16030014 ZW
Docket No. 16030015 ZW
Docket No. 16030016 ZW
Docket No. 16030017 ADLS
Secondary Plat Docket No. PZ-2021-0047 SP
Zoning: PUD (Planned Unit Development)
Side Yard Min.= 0'/6' Between Structures
Rear Yard Min.= 6' Min.
Zoning-PUD Ordinance #Z-501-07
Refer to Exhibit 8 of PUD for Architectural Standards and
notes on Sheet 5 of this Plat
THE GROVE AT THE LEGACY
SECTION FIVE
SECONDARY PLAT
(PART OF NW 1/4 OF SEC. 23, T18N, R4E, HAMILTON CO., IN)
JOB No. 55115PYT-S5
SHEET 1 OF 5
1" = 100 FT
LEGEND
164 LOT NUMBER
B.L. BUILDING LINE
D.&U.E. DRAINAGE & UTILITY EASEMENT
D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
I.E.E. INGRESS/EGRESS EASEMENT
L.M.A.E LANDSCAPE MAINTENANCE ACCESS EASEMENT
P.A.E. PEDESTRIAN ACCESS EASEMENT
R/W RIGHT-OF-WAY
R.D.E. REGULATED DRAINAGE EASEMENT
VAR. VARIABLE
G.C.A GENERAL COMMON AREA
L.C.A LIMITED COMMON AREA
B.M.P.E. BEST MANAGEMENT PRACTICE EASEMENT
MFPG MINIMUM FLOOD PROTECTION GRADE
FLOOD STATEMENT
NO PORTION OF THIS SITE LIES WITHIN A
FLOODPLAIN PER FIRM 18057C0231G DATED NOV. 19, 2014
BASED ON THE FEMA BASE FLOOD ELEVATION
FOR THIS AREA, THERE WILL BE NO POTENTIAL
FLOODING OF THIS PROPERTY VIA OUTFALL OR
STORM PIPING SYSTEMS.
STORM SYSTEM
ANY STORM SEWERS UNDER PRIVATE ROADS WILL BE PRIVATE. ALL
OTHER STORM SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
146TH STREET
RIVE
R
R
O
A
DCOMMUNITY DRIVECHERRY CREEK BLVD.
SITE
DENOTES A STREET CENTERLINE MONUMENT--A COPPERWELD MONUMENT,
A 5/8” DIAMETER STEEL ROD WITH A BRASS CAP HAVING A CUT “X” IN THE
TOP, AN ALUMINUM MONUMENT HAVING A “DIMPLE” IN THE TOP, A
HARRISON MONUMENT OR A MAG NAIL (THE TYPE BEING DEPENDENT UPON
JURISDICTIONAL REQUIREMENTS AND ALL BEING SET FLUSH WITH THE
SURFACE OF THE PAVEMENT)
DENOTES A 4” SQUARE X 36” LONG PRECAST CONCRETE MONUMENT
WITH A CROSS CAST IN THE TOP SET FLUSH WITH THE FINISH GRADE
DENOTES A 5/8” DIAMETER X 30” LONG REINFORCING BAR
(REBAR) WITH CAP
STAMPED “S&A FIRM #0008” SET FLUSH WITH THE FINISH GRADE
PER INDIANA ADMINISTRATIVE CODE (IAC), TITLE 865 IAC 1-12-18, AN
AFFIDAVIT, CROSS-REFERENCED TO THIS PLAT, WILL BE RECORDED AFTER
THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED AND MAY BE
DELAYED FOR UP TO TWO YEARS FROM THE DATE OF RECORDATION OF THIS
PLAT.
MONUMENTS SET OR TO BE SET INCLUDE SUBDIVISION PERIMETER CORNERS,
CENTERLINE INTERSECTIONS, CENTERLINE POINTS OF CURVATURE,
CENTERLINE POINTS OF TANGENCY AND INTERIOR LOT/ PARCEL CORNERS
(INCLUDING BEGINNING AND ENDS OF CURVES AND THE INTERSECTION OF
LOT/PARCEL LINES).126125124123122121120119118117116115114113112111110109434241403912712812913013110810710610510410310210144
45
38
37
164
165
163
162
G.C.A. #15
L.C.A. #7
G.C.A. #16
EVERETT DRIVE (PRIVATE)LARSON DRIVE (PUBLIC)JAMES DEAN DRIVE (PUBLIC)L.C.A. #5A
SHEET 2 SHEET 3
2020 INDIANA RESIDENTIAL CODE NOTES:
R302.1 EXTERIOR WALLS
CONSTRUCTION, PROJECTIONS, OPENINGS AND PENETRATIONS OF EXTERIOR WALLS OF DWELLINGS AND ACCESSORY BUILDINGS SHALL COMPLY WITH TABLE R302.1(1);
OR DWELLINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904 SHALL COMPLY WITH TABLE
R302.1(2).
EXCEPTION:
6. FOR BUILDING APPLICATIONS THAT HAVE RECEIVED LOCAL ZONING APPROVALS FOR PLATS OR FOR PRELIMINARY CONCEPT OR MASTER PLANS PRIOR TO ADOPTION
OF THE INDIANA RESIDENTIAL CODE IN 675 IAC 14-4.4, DWELLINGS WITH A FIRE SEPARATION DISTANCE OF LESS THAN THREE (3) FEET FROM THE PROPERTY LINE SHALL
BE REQUIRED TO HAVE AT LEAST A ONE HOUR FIRE RESISTANCE RATING AND EXPOSURE FROM BOTH SIDES AND OPENINGS SHALL NOT BE PERMITTED. PROJECTIONS
SHALL NOT EXTEND TO A POINT CLOSER THAN TWO (2) FEET TO THE PROPERTY LINE. ONE HOUR FIRE RESISTIVE CONSTRUCTION IS REQUIRED ON THE UNDERSIDE OF
PROJECTIONS WHEN THE PROJECTIONS ARE CLOSER THAN THREE (3) FEET TO THE PROPERTY LINE. PENETRATIONS SHALL COMPLY WITH SECTION R302.4.
R401.3 DRAINAGE
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES (152 MM) WITHIN THE
FIRST 10 FEET (3048 MM).
EXCEPTION:
WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE
CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE
SLOPED NOT LESS THAN 2 PERCENT AWAY FROM THE BUILDING.WILBUR ROAD(PRIVATE)EVERETT DRIVE
(PRIVATE)SPURR LANE(PRIVATE)BEFORE THE DEVELOPER TRANSFERS CONTROL OF THE
OWNERS' ASSOCIATION UNDER THE DECLARATION OF
COVENANTS TO THE PROPERTY OWNERS, INCLUDING
CONTROL OF A BOARD OF DIRECTORS OR OTHER
MEANS OF REPRESENTATION, THE DEVELOPER SHALL
ARRANGE FOR AN INSPECTION OF ALL IMPROVEMENTS
NOT LOCATED ON A PLATTED LOT OR FOR WHICH THE
OWNERS' ASSOCIATION HAS MAINTENANCE
RESPONSIBILITY (A "COMMON AREA IMPROVEMENT"),
INCLUDING STREET TREES.
08/09/21