HomeMy WebLinkAboutB001 Plat 3B-Sheet 1187B187A188A189A198A199A200A188B189B198B199B200BBLOCK "F"ALLEY
ANTIQUITY DRIVE
CHERRY CREEK BOULEVARD
CHERRY CREEK BOULEVARD
EX. G.C.A. #15
EX. L.C.A. #5
ALICE PAUL LANE
146TH STREET
RIVE
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R
O
A
DCOMMUNITY DRIVECHERRY CREEK BLVD.
SITE
50'
EX. 50'
R
/
W
EX. 45'
R
/
W
20'
THE MEADOWS AT THELEGACY, SECTION THREEInstr. No. 2014054240, P.C. #5, SLIDE 280 THE MEADOWS AT THELEGACY, SECTION ONEInstr. No. 2013002735, P.C. #5, SLIDE 38
EX. 81' R.O.W.
41.0'
Dennis D. Olmstead
Registered Land Surveyor
No. 900012
A
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STATE OF
DSU
I AIDN YVE
A RONNDEDAE
ODSGEIRTIS
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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 B
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.A.E.RECIPROCAL ACCESS EASEMENT
R/W RIGHT OF WAY
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.
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)