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HomeMy WebLinkAbout12050015.3i GRAY OAKS, HAMILTON COUNTY, INDIANA PRIMARY PLAT �j DOCKET NQ. 12050015 PP L_DOCKET NO. 12060005 -9 V ci iovcvno CROSSROAD ENGINEERS, PC 3417 SHERMAN DR. BEECH GROVE, IN 46107 PHONE: (317) 780 -1555 FAX: (317) 780-6525 CONTACT: TRENT NEWPORT OWNER /DEVELOPER NW Cor of NEY NW Cor of EY NEy NW Car of WY2 FY2 NEY4 NE Car of Sec. 20 - -T18N —R4E Sec. 20 —T18N —R4E Sec. 20 —T18N —R4E Sec. 20 —T18N —R4E „_ _ 0 100 2 „ SCALE: 1" 11 A PART OF THE EAST HALF OF SECTION TWENTY (20), TOWNSHIP EIGHTEEN (18) NORTH, RANGE FOUR (4) EAST, LOCATED IN HAMILTON COUNTY, INDIANA Hjnpson Monument Found Flush S89 °22'20 "E — ---- 2647.66' Harrison Monument Found Flush &CARL KE L PIS JUNDY A BARDONNER JUDY A. OOLEY POWERPOLE SE CTI N 20 (0 CURRENT ZON NG: R1 Instr. No. 2008057157 - 589 °21'16 "E 662.42' Instr. No. 9403282 .:. : -... - -- - ..... _f� CD I GUY WIRE $89 2116, E 612.41 - _ - EASEMENT LINE A::' (0 _ f _ ELECTRIC METER N Deed Bk 250 Pg 309 /' - - - - -- —: --O - CN a's ai PLACE OF � DUE DRAINAGE &UTILITY EASEMENT o Cp N BEGINNING :� v c3 DETENTION POND #2 E � CRD TI ©N "- - COMMON AREA 3 M TELEVISION RISER m a _ ±243732 Sq.Ft. °i° GAS VALVE z5 i THE OLD TOWN DES �- 595 Acres DESIGN o GAS VALVE SIGN GAS LINE TELEPHONE LINE . GROUP. LLC zE c, WATER LINE m Instr. No 2011019384 SW Cor of NEY I Sec. 20 —T18N —W MAILBOX r� c �o ZI �� 2. I „ 21'15 "W . ' �o W N89 16071 MINIMUM f 0 , FRONTAGE: 50' TREES, BUSHES, SANITARY SEWER W /MANHC' F r r REQUIREMENTS ESTABLISHED BY THE OPERATING AUTHORITY. p1, kJ :a M OF EXISTING °...:SUE ,ERIC & BETTY CLARK &CARL KE L PIS h POWERPOLE Instr. No. 9609638605 i f: CURRENT ZON NG: R1 POWERPOLE W /RISER _ .:. : -... - -- - ..... ...: I GUY WIRE LINE - _ - EASEMENT LINE A::' GAIL F. & Zo JUDITH D. PUCKETT _ ELECTRIC METER — ACJOINER LJtiE PAVEMENT LINE Deed Bk 250 Pg 309 SYS SIDE YARD SETBACK L� CONCRETE RYS REAR YARD SETBACK rn _ ui DUE DRAINAGE &UTILITY EASEMENT in WAR VALVE I!`£. ,- o :. BSL BUILDING SETBACK LINE E � TREE LINE - Instr. No. 200400016873 MAXIMUPf LOT COVERAGE: 45% (VARIANCE REQ'D- DOCKET N0. 12060009 V) OF EXISTING LEGEND ,ERIC & BETTY CLARK P Pt ED LE END h POWERPOLE Deed Bk 161 Pg 468 RIGHT -OF -WAY CURRENT ZON NG: R1 POWERPOLE W /RISER _ .:. Q ...: I GUY WIRE LINE - _ - EASEMENT LINE A::' L.1. I 15' (AGGREGATE) _ ELECTRIC METER — ACJOINER LJtiE PAVEMENT LINE � SYS SIDE YARD SETBACK L� CONCRETE RYS REAR YARD SETBACK VARIANCE REQ'D- DOCKET N0. 12060007 V (VARIANCE FIRE HYDRANT WATER METER JOHNJOHNF. REESE DUE DRAINAGE &UTILITY EASEMENT -Deed Bk 350 Pg 634 WAR VALVE FIELD LINE JAMES WILLIAM & BSL BUILDING SETBACK LINE ACCESSORY STRUCTURES: SEE CHAPTER 25 OF THE ZONING ORDINANCE CAROLYN SUE COLLINS TREE LINE - Instr. No. 200400016873 OF EXISTING LEGEND P Pt ED LE END C� EL FMEN CAT 1i1 1 POWERPOLE CONTOURS RIGHT -OF -WAY CURRENT ZON NG: R1 POWERPOLE W /RISER _ — PROPERTY LINE PROPEN — LOT LINE FRONT YARD SETBACKS: 20' (VARIANCE REQ'D- DOCKET NO. 12060005 V) I GUY WIRE LINE - _ - EASEMENT LINE SIDE YARD SETBACKS: 5' MIN. (VARIANCE REQ'D- DOCKET NO. 12060006 V) FIRE HYDRANT ASPHALT FYS FRONT YARD SETBACK 15' (AGGREGATE) _ ELECTRIC METER — ACJOINER LJtiE PAVEMENT LINE � SYS SIDE YARD SETBACK L� CONCRETE RYS REAR YARD SETBACK VARIANCE REQ'D- DOCKET N0. 12060007 V (VARIANCE FIRE HYDRANT WATER METER FENCE DUE DRAINAGE &UTILITY EASEMENT REAR YARD SETBACKS: 20' WAR VALVE FIELD LINE BSL BUILDING SETBACK LINE ACCESSORY STRUCTURES: SEE CHAPTER 25 OF THE ZONING ORDINANCE TELEPHONE MANHOLE TREE LINE - MAXIMUPf LOT COVERAGE: 45% (VARIANCE REQ'D- DOCKET N0. 12060009 V) TELEVISION RISER DITCH LINE E GAS VALVE OVERHEAD UTILITY LINE i t ALL SETBACKS SHALL BE ESTABLISHED FROM THE R/W OR PROPERTY LINE. GAS VALVE SIGN GAS LINE TELEPHONE LINE . ALL STORM SEWER SIZES AND CAPACITIES SHALL CONFORM TO THE CITY OF CARNET STORMWATER TECHNICAL STANDARDS. ,�. TOTAL NU6EER OF LOTS: 41 c 7 AC UNIT WATER LINE MINIMUM 1.0 WIDTH: 90' (VARIANCE REQ'D- DOCKET NO. 12060008 V) `, MAILBOX CABLE TV LINE 2. ALL SANITARY SEWER MAINS SHALL CONFORM TO THE MINIMUM f 0 , FRONTAGE: 50' TREES, BUSHES, SANITARY SEWER W /MANHC' F r r REQUIREMENTS ESTABLISHED BY THE OPERATING AUTHORITY. TOTAL RIGF'? OF-WAY: 4.617 AC. AND STUMPS 3• - STORM SEWER W END SECTION I / THE PROPOSED WATER MAIN SHALL CONSIST OF DUCTILE IRON TOTAL COPT L�;GN AREA: 6.864 AC. ON BENCHMARK AND SHALL CONFORM TO ALL NECESSARY REQUIREMENTS E TOTAL DEVLJ_OPMENT AREA: 23.822 AC. ESTABLISHED BY THE OPERATING AUTHORITY. I TOTAL DES".:', - OPMENT AREA w/o R /W: 19.205 AC. rs .,, f