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HomeMy WebLinkAboutB001-Plat-Sheet 1Surveyed and Prepared by: Dennis D. Olmstead Stoeppelwerth & Associates, Inc. 7965 East 106th Street Fishers, Indiana 46038 Phone: (317) 849-5935 email: dolmstead@stoppelwerth.com Owner/Subdivider: Homes by John McKenzie 4631 Lisborn Drive Cannel, Indiana 46033 Contact: John McKenzie Phone: (317) 574-7616 email: john@mckenziecollection.com Submission Date: 10/21/16 Source of Title:Deed Book 346, Page 520 Inst. # 8417104 Book 178, Page 120 Inst. # 9714 Book 168, Page 448 Inst. # 7087 Carmel/Clay Plan Commision Nos. Primary Plat Docket No. 16060016 PP/16060017 SW/16060018 SW Secondary Plat Docket No. 19010007 SP Zoning:Silvara PUD ordinance Z-553-11 Architectural design standards are also found in PUD Empty nester & universal design standards are found in PUD Section 7.5 0 C LEGEND 25 LOT NUMBER D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY SEWER EASEMENT D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT U.E. UTILITY EASEMENT D.&U.E. DRAINAGE & UTILITY EASEMENT B.L. BUILDING LINE THE HAMLET at JACKSON'S GRANT SECTION 2 FINAL PLAT (A PART OF THE SOUTHEAST 1/4 OF SECTION 34, T18N-R3E CLAY TOWNSHIP, HAMILTON COUNTY INDIANA) THE HAMLET AT JACKSON'S GRANT, SECTION 2 FALLS ENTIRELY WITHIN "VILLAGE NEIGHBORHOOD" SUB -AREA WITHIN THE SILVARA PUD. SITE DATA TOTAL SITE AREA 9.77 Ac.± TOTAL UNITS 44 LOT DENSITY 4.5 u/ac MIN. LOT WIDTH 0' MIN. LOT SIZE 0 s .ft. MIN. FRONT YARD 5' MIN. SIDE YARD 20' MIN. REAR YARD 10, SUBMITTAL DATE 06/17/16 SHEET 3 R/W RIGHT OF WAY F C.A. COMMON AREA R.D.E. REGULATED DRAINAGE EASEMENT N.A.E. NON -ACCESS EASEMENT ' I.E.E. INGRESS/EGRESS EASEMENT SENW_t� P.A.E. PEDESTRIAN ACCESS EASEMENT B.M.P.E. BEST MANAGEMENT PRACTICE ESMT. (WATER QUALITY) L.M.A.E. LANDSCAPE MAINTENANCE ACCESS EASEMENT S.L.E. SIGN & LANDSCAPE EASEMENT I7 Note: See the Construction Plans, Sheets C202 for the extent of the storm water emergency overflow routing. STORMWATER MANAGEMENT BMPS ARE CONTROL MEASURES TAKEN TO MITIGATE CHANGES TO BOTH QUANTITY AND QUALITY OF URBAN RUNOFF CAUSED THROUGH CHANGES TO LAND USE. GENERALLY BMPS FOCUS ON WATER QUALITY PROBLEMS CAUSED BY INCREASED IMPERVIOUS SURFACES FROM LAND DEVELOPMENT. SUBDIVISION MONUMENTATION 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"00" 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"06" LONG PRECAST CONCRETE MONUMENT WITH A CROSS CAST IN THE TOP, SET FLUSH WITH THE FINISH GRADE. DENOTES A STREET CENTERLINE MONUMENT. EITHER AN "ALUMINUMWELD", A 5/8" D1A. STEEL ROD 12" LONG WITH 1-1/2" D1A. TAPERED ALUMINUM CAP HAVING A CUT "X" 1N TOP, SET FLUSH WITH THE FINISHED SURFACE COAT OR A 2" MAG NAIL, TEMPORARILY SET FLUSH WITH THE INTERMEDIATE COAT (BINDER). NOTE: R.D.E. (REGULATED DRAINAGE EASEMENT) _ THESE EASEMENTS ARE FOR COUNTY ACCESS TO STORM SEWERS AND THOUGH THEY MAY OVERLAP THE B.M.P.E., THE COUNTY IS NOT RESPONSIBLE FOR MAINTENANCE OF THE INSTALLED B.M.P. FACILITIES. C.A. #H-11 SHEET 2 "NOTE: MINIMUM SEPARATION BETWEEN TRANSFORMER PAD AND WINDOW, DOOR, COMBUSTIBLE WALL OR OVERHANG ON HOMES 1S 10 FEET GRAPHIC SCALE 200' 0 100' 200' ( IN FEET ) CURVE TABLE: CENTERLINE CURVE RADIUS LENGTH TANGENT CHORD CHORD BEARING DELTA C11 2337.00' 72.44' 36.22' 72.44' Sll'01'16"E 1°46'34" CURVE TABLE: PARCELS CURVE RADIUS LENGTH TANGENT CHORD BEARING CHORD DELTA C1 28.00' 18.66' 9.69' N29013'37"W 18.32' 38011'17" C2 2325.00' 36.03' 18.01' N9°49'27"W 36.03' 0°53'16" C3 2349.00' 26.62' 13.31' N10027'28"W 26.62' 0038'58" C4 2325.00' 36.13' 18.07' S10°42'48"E 36.13' 0°53'25" C5 2349.00' 44.08' 22.04' N11019'12"W 44.08' 1004'31" C6 2325.00' 30.45' 15.23' S11°32'01"E 30.45' 0°45'02" C7 2349.00' 2.10' 1.05' Sl1053'00"E 2.10' 0003'05" C8 3.00' 4.71' 3.00' S56°54'32"E 4.24' 90,00,00" C9 3.00' 4.71' 3.00' S33005'28"W 4.24' 90000,00" C10 28.00' 38.19' 22.74' N50059'09"W 35.30' 78009'12" V = 200 FT Dennis D. Olmstead Registered Land Surveyor No.900012 a No. ` �o 900012 = STATE OF 9 . �/VDIANP,.ypj �,SURXJ JOB No. 60160HAM-S2 SHEET 1 OF 5