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HomeMy WebLinkAboutB001 Plat 3A-Sheet 170717273747576 77 78 79 80 81 82 83142143144145146 147148149150151 152 153 154 155 156 L.C.A.#9 L.C.A.#10 L.C.A.#11 BLOCK "E"MCCAIN WAY WILBUR ROAD146TH STREET RIVE R R O A DCOMMUNITY DRIVECHERRY CREEK BLVD. SITE CURVE TABLE: RIGHT-OF-WAY CURVE C1 C2 LENGTH 15.71' 15.71' RADIUS 10.00' 10.00' TANGENT 10.00' 10.00' CHORD BEARING 1ƒ : 1ƒ ( CHORD 14.14' 14.14' DELTA ƒ  ƒ  Dennis D. Olmstead Registered Land Surveyor No. 900012 VICINTY MAP NOT TO SCALE AN AFFIDAVIT, CROSS-REFERENCED TO THIS RECORDED PLAT, WILL BE RECORDED AFTER THE SUBDIVISION MONUMENTATION HAS BEEN COMPLETED. PER STANDARDS SET FORTH IN TITLE 865 IAC 1-12-18 SUBSECTION (b)(1)(2). THE INSTALLATION OF BELOW MENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF PLAT. A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008" SHALL BE SET AT ALL LOT OR PARCEL CORNERS, INCLUDING BEGINNING AND ENDING OF CURVES AND THE INTERSECTION OF LINES. DENOTES A 5/8"x30" REBAR WITH CAP STAMPED "S&A FIRM #0008". DENOTES A 4"x4"x36" LONG PRECAST CONCRETE MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE. DENOTES A STREET CENTERLINE MONUMENT. EITHER A "COPPERWELD", A 5/8" DIA. STEEL ROD 12" LONG WITH 1-1/2" DIA. TAPERED BRASS CAP HAVING A CUT "X" IN TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER). Surveyed and Prepared by: Dennis D. Olmstead 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 A FINAL PLAT (PART OF NW 1/4 OF SEC. 23, T18N, R4E, HAMILTON CO., IN) JOB No. 55115PYT-S3 SHEET 1 OF 4 1" = 100 FT 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 G.C.A.GENERAL COMMON AREA L.C.A.LIMITED COMMON AREA 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.