HomeMy WebLinkAboutB001 Plat 3C-Sheet 1ESTES LANEALLEY
ANTIQUITY DRIVE
COMMUNITY DRIVEBLOCK "C"
CHERRY CREEK BOULEVARD
ALICE PAUL LANE 190A191A192A193A
194A
195A
196A197A190B191B193B
194B
195B196B197B192A192A192A192A192A192A192A192A192A 192B146TH STREET
RIVE
R
R
O
A
DCOMMUNITY DRIVECHERRY CREEK BLVD.
SITE
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C8
C9
C10
C11
C12
C13
C14
C15
RADIUS
8.00'
18.00'
1.00'
1.03'
20.00'
13.00'
110.00'
110.00'
1425.00'
1425.00'
1425.00'
1425.00'
1425.00'
1425.00'
LENGTH
12.57'
28.27'
1.57'
1.61'
8.92'
5.13'
17.03'
132.02'
51.29'
122.68'
46.95'
35.54'
35.51'
15.41'
TANGENT
8.00'
18.00'
1.00'
1.03'
4.53'
2.60'
8.53'
75.27'
25.65'
61.38'
23.48'
17.77'
17.76'
7.70'
CHORD BEARING
N45°00'00"W
N45°00'00"E
N45°00'00"W
N43°29'29"E
N17°13'18"W
S11°18'36"W
N4°26'16"E
N43°15'27"E
N78°40'19"E
N82°10'10"E
N85°34'47"E
N87°14'17"E
N88°40'00"E
N89°41'25"E
CHORD
11.31'
25.46'
1.41'
1.45'
8.85'
5.10'
17.02'
124.24'
51.29'
122.64'
46.95'
35.54'
35.51'
15.41'
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
25°33'01"
22°37'12"
8°52'22"
68°46'00"
2°03'44"
4°55'58"
1°53'16"
1°25'45"
1°25'40"
0°37'10"
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
A
N
L N
R
STATE OF
DSU
I AIDN YVE
A RONNDEDAE
ODSGEIRTIS
.LM
D
RE
S
ET
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: 02/17/2017
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. 18090008 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 6 of this Plat
THE GROVE AT THE LEGACY
SECTION THREE C
FINAL PLAT
(PART OF NW 1/4 OF SEC. 23, T18N, R4E, HAMILTON CO., IN)
JOB No. 55115PYT-S3
SHEET 1 OF 4
100'0 100'50'
1" = 100 FT
LEGEND
69 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
R/W RIGHT OF WAY
P.A.E.PEDESTRIAN 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.
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).
DENOTES A 5/8” DIAMETER X 30” LONG REINFORCING BAR (REBAR) WITH
CAP STAMPED “S&A FIRM #0008” SET FLUSH WITH THE FINISH GRADE
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)