HomeMy WebLinkAboutB001 Plat 4A-Sheet 1CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C8
C9
C10
C11
C12
LENGTH
10.47'
28.27'
28.27'
1.57'
1.84'
5.15'
12.58'
12.57'
1.57'
1.57'
10.47'
RADIUS
20.00'
18.00'
18.00'
1.00'
1.00'
20.00'
7.98'
8.00'
1.00'
1.00'
20.00'
TANGENT
5.36'
18.00'
18.00'
1.00'
1.31'
2.59'
8.02'
8.00'
1.00'
1.00'
5.36'
CHORD BEARING
N15°00'00"E
N45°00'00"W
S45°00'00"W
S45°00'00"E
S37°22'16"W
S22°37'44"E
S45°00'00"E
N45°00'00"E
N45°00'00"W
N45°00'00"E
S15°00'00"E
CHORD
10.35'
25.46'
25.46'
1.41'
1.59'
5.13'
11.31'
11.31'
1.41'
1.41'
10.35'
DELTA
30°00'00"
90°00'00"
90°00'00"
90°00'00"
105°15'27"
14°44'33"
90°19'19"
90°00'00"
90°00'00"
90°00'00"
30°00'00"
Dennis D. Olmstead
Registered 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
168 West Carmel Drive
Carmel, Indiana 46032
Contact: Todd Pyatt
Phone: (317) 379-0184
Email: Todd@Pyattbuilders.com
Submission Date: 03/20/2020
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-2020-0027 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 FOUR A
SECONDARY PLAT
(PART OF NW 1/4 OF SEC. 23, T18N, R4E, HAMILTON CO., IN)
JOB No. 55115PYT-S4
SHEET 1 OF 5
1" = 100 FT
LEGEND
69A 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
FLOOD STATEMENT
NO PORTION OF THIS SITE LIES WITHIN A
FLOODPLAIN PER FIRM 18057C0235F DATED FEB. 19, 2003
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
62A
62B
61A
61B
60A
60B63A63B64A64B65A65B181A181B180A180B179A179B178A
178B
177A
177B
176A
176B
184A184B183A183B182A182B66A66B67A67B68A68BCHERRY CREEK BLVD.
ANTIQUITY DRIVE
JAMES DEAN DRIVELARSON DRIVEBLOCK "E"BLOCK "E"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).BLOCK "E"09/11/20