The URL can be used to link to this page

Home My WebLink About05030024.3r•-a r, - � , r , n - i ? I I \ j ! X37 I \ 9.0 R 5. ! N 89'12'25" E 10' unoscAPE BUFFER 193.808' _ / / / 6JB1 -_- -- - - -,a wor - 207.131 10' VMDS0kPE BUFFER 198.264 _ 915 00 20' B.SL _. - % / 20' B.S.L. 20' B.S.L 211 ORWAaE EASEMENT I m SECTION 1 LOT 1 i ±+ SECTION 1 LOT 2 SECTION 1 LOZ E u . SE ON 3 �pT 1 Area 1.52 ACRES Area 1.51 ACRES to Area 49, ES m 4.06 A ES 1 66301.41 S.F. 65600.78 5.. 84iQ2 S.F a 1 067.97 S.F, I ,I , 2e D. a sE 25' D.U. a S.E. • f 1 ESTATES ° XPROPOSED L \JtG IIVN 7 UI ACRES '? "t _ - g �_ In _ ,i I I I Z (317)- 846 -6781 �\ - 48118.73 S.F. n l _w REGISTERED SURVEYOR: P Y 501 SOUTH 9TH ST., SUITE 100 d X00 Noblesville, Indiana 46060 .4 a (317)- 770 -1801 b w U ZONING DESIGNATION: S -1 / RESIDENCE - ESTATE w TOTAL ACRE: J 0 L�r>ZCC O M ~ O W cD w 26 B.S.L B.SL f? j. ,9.,fV DRAINAGE EASEMENT B.SL V) r 1a LANDSCAPE (BUFFER 10' LANDSCAPE BUFFER ,0' LANDSCAPE BUFFER - M I w c 0 p \248.659 _ -_`- ,05 ". 1, J 329.145 ZtoI -. _ __ -. -_ _- 2 081 w `r2 I f$RfiIr1 i I I '$93.62' r Z u _ Q CL IL LU w a CL I I j \� , PRELIMINARY PLAT SWEET CHARITY ESTATES ° XPROPOSED SIGNAGE SWEET CHARITY CIRCLE PROPOSED STORM END SECTION l, TH STREET a _ i 100' PRELIMINARY PLAT LEGEND D.0 & S.E. = DRAINAGE UTILITY & SANITARY SEWER EASEMENT R = RADIUS L = ARC LENGTH B.S.L. = BUILDING SETBACK LINE ■ PROPOSED SANITARY MANHOLE NOTES: - PROPERTY DOES NOT LIE IN FLOOD ZONE - ALL STORM PIPES ARE 12" RCP - ALL SANITARY PIPES ARE 8" PVC - ALL WATER LINES ARE 6" DUCTILE IRON STREET LENGTH TABLE STREET NAME PROPOSED STORM MANHOLE / INLET SWEET CHARITY ESTATES PROPOSED WATER HYDRANT XPROPOSED SIGNAGE SWEET CHARITY CIRCLE PROPOSED STORM END SECTION NOTES: - PROPERTY DOES NOT LIE IN FLOOD ZONE - ALL STORM PIPES ARE 12" RCP - ALL SANITARY PIPES ARE 8" PVC - ALL WATER LINES ARE 6" DUCTILE IRON STREET LENGTH TABLE STREET NAME SUBDIVISION NAME: SWEET CHARITY ESTATES 1097.56 FT OWNER /SUBDIVIDER: NANCY IRSAY SWEET CHARITY CIRCLE 427.45 FT l, TH STREET a _ Carmel, Indiana 46032 Car Ind 1(/ Z (317)- 846 -6781 �\ CL N -0 _w REGISTERED SURVEYOR: MIKE DEBOY Y 501 SOUTH 9TH ST., SUITE 100 d X00 Noblesville, Indiana 46060 UV (317)- 770 -1801 850. [12 w U ZONING DESIGNATION: S -1 / RESIDENCE - ESTATE w TOTAL ACRE: 38.70± NOTES: - PROPERTY DOES NOT LIE IN FLOOD ZONE - ALL STORM PIPES ARE 12" RCP - ALL SANITARY PIPES ARE 8" PVC - ALL WATER LINES ARE 6" DUCTILE IRON STREET LENGTH TABLE STREET NAME LENGTH WILLIAMS CIRCLE 1097.56 FT BROCKWAY LANE 916.00 FT SWEET CHARITY CIRCLE 427.45 FT AREA MAP (NOT TO SCALE) SOILS MAP (NOT TO SCALE) SOILS LEGEND CIA - Crosby sill loam, 0-3 percent slopes Br - 6rcokston-silty 1- HeF - llennepm Lao., 18 -50 percent stapes M.62 - Miomi slit Ica.. 2 -6 percent stapes, eroded M.C2 - Mm., silt WTI, 6 -12 percent slopes, eroded lACC3 - lAmm' cloy loom, 6-12 percent slopes se dy eroded Sh -- Sh.Is silt loam LAND DESCRIPTION LEGAL DESCRIPTION A PART OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SAID QUARTER SECTION, THENCE NORTH 89 DEGREES 10 MINUTES 55 SECONDS EAST (ASSUMED BEARING) ALONG THE NORTH LINE OF THE SAID QUARTER SECTION 133.80 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 18 NORTH, RANGE 3 FAST IN HAMILTON COUNTY, INDIANA; THENCE NORTH 89 DEGREES 12 MINUTES 25 SECONDS EAST ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 3, A DISTANCE OF 781.20 FEET TO THE POINT OF BEGINNING, SAID POINT BEING THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED BY A DEED RECORDED AS INSTRUMENT NUMBER 10404 IN DEED RECORD 288, PAGES 277 AND 278 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE CONTINUING NORTH 89 DEGREES 12 MINUTES 25 SECONDS EAST ALONG THE SAID NORTH LINE 796.42 FEET TO THE NORTHWEST CORNER OF A TRACT OF LAND CONVEYED BY A DEED RECORDED DECEMBER 13, 1977, AS INSTRUMENT NUMBER 5862 IN DEED RECORD 293, PAGES 152 AND 153 IN THE SAID RECORDER'S OFFICE; THENCE SOUTH 00 DEGREES 47 MINUTES 35 SECONDS EAST ALONG THE WEST LINE OF SAID DEED AND ITS EXTENSION THEREOF 689.66 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 25 SECONDS WEST 343.47 FEET TO THE EAST LINE OF A TRACT OF LAND CONVEYED BY A DEED RECORDED DECEMBER 9, 1976, AS INSTRUMENT NUMBER 5775 IN DEED RECORD 293, PAGES 113 THROUGH 115 IN THE SAID RECORDER'S OFFICE (THE NEXT FOUR COURSES ARE ALONG THE EAST LINE OF SAID DEED AND APPROXIMATELY ALONG AN EXISTING FENCE LINE) (1) THENCE SOUTH 00 DEGREES 19 MINUTES 32 SECONDS WEST 41.60 FEET; (2) THENCE SOUTH 00 DEGREES 41 MINUTES 27 SECONDS EAST 168.52 FEET; (3) THENCE SOUTH 01 DEGREES 08 MINUTES 01 SECONDS WEST 159.70 FEET; (4) THENCE SOUTH 01 DEGREES 49 MINUTES 50 SECONDS EAST 116.83 FEET TO THE NORTHEAST CORNER OF A TRACT OF LAND CONVEYED BY A DEED RECORDED JANUARY 16, 1980, AS INSTRUMENT NUMBER 5120 IN DEED RECORD 318, PAGES 531 AND 532 IN THE SAID RECORDER'S OFFICE (THE NEXT TWO COURSES ARE ALONG SAID DEED); THENCE SOUTH 00 DEGREES 57 MINUTES 05 SECONDS WEST 247.60 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 25 SECONDS WEST 486.12 FEET TO THE EAST LINE OF A TRACT OF LAND CONVEYED BY A DEED RECORDED MARCH 8, 1978, AS INSTRUMENT NUMBER 10761 IN DEED RECORD 302 ON PAGE 803 IN THE SAID RECORDER'S OFFICE (THE NEXT THREE COURSES ARE LONG SAID DEED); (1) THENCE SOUTH 00 DEGREES 09 MINUTES 55 SECONDS WEST PARALLEL WITH THE WEST LINE OF THE SAID NORTHWEST QUARTER SECTION 196.12 FEE; (2) THENCE NORTH 89 DEGREES 50 MINUTES 05 SECONDS WEST 893.62 FEET TO THE WEST LINE OF THE SAID NORTHWEST QUARTER SECTION; (3) THENCE NORTH 00 DEGREES 09 MINUTES 55 SECONDS EAST ALONG THE SAID WEST LINE 860.00 FEET TO THE SOUTHWEST CORNER OF SAID DEED RECORDED AS INSTRUMENT NUMBER 10404 (THE NEXT TWO COURSES ARE ALONG SAID DEED); THENCE NORTH 89 DEGREES 12 MINUTES 25 SECONDS EAST 915.00 FEET; THENCE NORTH 00 DEGREES 09 MINUTES 55 SECONDS EA-,T PARALLEL WITH THE WEST LINE OF THE SAID NORTHWEST QUARTER SECTION 745.06 FEET TO THE POINT OF BEGINNING. ALSO, PART OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 3; THENCE SOUTH 00 DEGREES 09 MINUTES 55 SECONDS WEST (ASSUMED BEARING) ALONG THE WEST LINE OF SAID NORTHWEST QUARTER 1208.07 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 34 MINUTES 38 SECONDS EAST 288.78 FEET; THENCE SOUTH 75 DEGREES 43 MINUTES 58 SECONDS EAST 171.68 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS FAST 259.46 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 22.16 FEET; THENCE SOUTH 88 DEGREES 28 MINUTES 01 SECONDS EAST 124.23 FEET; THENCE NORTH 02 DEGREES 36 MINUTES 16 SECONDS FAST 85.40 FEET; THENCE SOUTH 88 DEGREES 27 MINUTES 11 SECONDS EAST 123.12 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 47.32 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 11 SECONDS EAST 61.64 FEET; THENCE SOUTH 02 DEGREES 15 MINUTES 55 SECONDS EAST 46.89 I-EET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 93.96 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 21.05 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 96.47 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 186.14 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 46.57 FEET; THENCE SOUTH 00 DEGREES 05 MINUTES 28 SECONDS WEST 89.52 FEET; THENCE SOUTH 89 DEGREES 12 MINUTES 25 SECONDS WEST 373.12 FEET: THEN SOUTH 00 DEGREES 09 MINUTES 55 SECONDS WEST 196.12 FEET; THENCE NORTH 89 DEGREES 50 MINUTES 05 SECONDS WEST 151.17 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 05 SECONDS EAST 289.57 FEET; THENCE SOUTH 89 DEGREES 30 MINUTES 54 SECONDS WEST 317.20 FEET; THENCE NORTH 73 DEGREES 26 MINUTES 50 SECONDS WEST 183.71 FEET; THENCE SOUTH 89 DEGREES 53 MINUTES 23 SECONDS WEST 248.20 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 00 DEGREES 09 MINUTES 55 SECONDS FAST ALONG SAID WEST LINE 60.33 FEET TO THE POINT OF BEGINNING, CONTAINING 4.67 ACRES, MORE OR LESS. 50' RIGHT -OF -WAY 10' (12" CUL -DE -SAC) 30' (26' CUL -DE -SAC) 10' (12' CUL -DE -SAC 3 15' 15' I i'(min) 5' 2' - LOCATION OF 2 I SLQP_E 5 PROFILE GRADE 1 4 /FT. I -LEVEL UNE CROWN 1 4 FT- F_ CONC. ROLL CURB 2• MIN. J I h I t-1 I r-I I t-1 It I C! I t� I 2' MINCONC. WALK 6" SSD MIN 1.5" - H.A.C. #11 SURFACE 6' SSD MI 2^ _ H.A.C. #8 BINDER IN. RIGID PAVEMENT PREPARED SUBGRADE 3- - H.A.C. #5D BASE 6" PLAIN CONCRETE 7- - #53 STONE BASE NOTE PIPE UNDERDRAIN TO CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. TYPICAL SECTION -LOCAL STREET (NO SCALE) NOTE: ALL PAVING TO BE COMPLETED IN ONE PAVING SEASON. 3' COMPACTED COMPACTED SUBGRADE OR AGGREGATE BASE ROLL CURB & GUTTER SECTION (NO SCALE) NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. U) w Q O D Z Q Z O_ C? w w VJ °00 m w r co a _j U a _ a w_ Z CL N -0 _w J Q Y L d X00 UV a O [12 w U Q U) w Q O D Z Q Z O_ C? w w VJ °00 w r co Q c0 280 '3 v N c w_ Z CL N -0 _w J Q L C coll of L d X00 UV w E 7 '5 h r- w w 0� w o a�� 0- DATE: 10 -10 -05 SCALE: 1" = 100' PROJECT NO.: 2005 -0037 SHEET NO. C0.1 PROJECT: F: \2005 \2005 -0037 Nancy Irsay - 116th & Ditch Ra \ENGINEERING \DRAWINGS DWG: 2005 -0037 PLAT REISED.dwg PLOTTED BY: R.C. BERGER DATE: Tuesday, March 15, 2005 12:51:07 PM OF °00 r co c0 280 '3 v N c S O L X CL N -0 L C coll of d X00 w E 7 '5 h r- 0 N r- d fn N o a�� 0 L�r>ZCC M ~ O W cD w i- j Z r U) H Of toZDO M O >_� w c 0 p p ZtoI w `r2 Z u Q Q CL IL LU w a CL DATE: 10 -10 -05 SCALE: 1" = 100' PROJECT NO.: 2005 -0037 SHEET NO. C0.1 PROJECT: F: \2005 \2005 -0037 Nancy Irsay - 116th & Ditch Ra \ENGINEERING \DRAWINGS DWG: 2005 -0037 PLAT REISED.dwg PLOTTED BY: R.C. BERGER DATE: Tuesday, March 15, 2005 12:51:07 PM OF