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DRAWING NUMBER <br />0 <br />0 <br />CD <br />LL <br />Wco <br />z <br />cc <br />00 <br />9- <br />0 <br />tV <br />0 <br />W <br />z <br />0 <br />_ <br />• <br />z <br />REORDER BY PART NUMBER 6552 <br />N <br />117 <br />cc <br />m <br />2 <br />2 <br />a <br />m <br />U w <br />D <br />LuQ CC <br />a <br />8 <br />cn <br />a <br />0 <br />W <br />z <br />z N <br />ul m <br />o w <br />• m <br />tz <br />z� <br />•cn <br />C° <br />U w <br />= ❑ <br />❑ Q <br />0 <br />0 ¢ <br />0 <br />LL <br />cn <br />REORDER BY PART NUMBER 6552 <br />0 <br />z <br />FOUND P " DIA. EON PIPE <br />UNDER LANUS;.:,APINC ROCK <br />LO,..;;ATED BY FAZE: ;CJS SURVEY <br />SEE NOTE #12 <br />126 37' <br />TRUE POINT C; <br />BEGINN1N <br />OUND 9 " DIA. IRON F:PE <br />.'NDER LANDSCAPING <br />LOCATED BY PREVIOUS SURVEY <br />-.FEE NOTE #12 <br />E-I�,fl'7 <br />1T?UCTURE <br />EXITING <br />STRUCTURE <br />CV <br />O <br />Pi <br />ILO <br />x <br />VARIABLE WIDTH L <br />UTILITY EASEMENT <br />54.00' <br />EXISTING <br />RIGHT OF\ <br />WAY <br />HUTCHINSON STREET <br />60' ROW`` <br />dfflEMMIC dthiffliffiS' aininEte =51:r 1111141= alhemaket =Miff gattiliNi allestadiS alfheeel WHEW. AMEN <br />_ 1 <br />TRACT B <br />15' CITY OF LOUISVILLE RIGHT OF WAY DEDICATION <br />2,564 SF <br />5,918 .SF TOTAL .DEDICATION) <br />f v <br />ei PROPERTY LINE <br />T <br />LOT 2 <br />8,264 SF <br />5.00' <br />SETBACK <br />54.00' <br />15' UTILITY, DRAINAGE, & <br />PRIVATE IRRIGATION <br />EASEMENT <br />LOT 3 <br />8,264 SF <br />54.00' <br />EASEMENT <br />EXISTING <br />NS <br />T; <br />EXISTING MINE <br />SHAFT <br />HATCH DENOTES AREA OF <br />PARK MAINTENANCE <br />=MX( OIXXXOf =OW OXIMMINP <br />TRACT B <br />'I CITY OF LOUISVILLE RIGHT OF WAY DEDICATION <br />1,006 SF <br />(5,918 SF TOTAL DEDICATION) <br />Qa <br />'O <br />P7 <br />5.00' <br />H SETBACK <br />LOT 4 <br />7,378 SF <br />51.00' <br />1 5.00' <br />-rSETOACK <br />LOT 5 <br />7,003 SF <br />56.50' <br />I <br />7.00' <br />� <br />ETBAC <br />K <br />15' UTILITY, DRAINAGE, & <br />PRIVATE IRRIGATION \ <br />EASEMENT <br />20' ACCESS0141411111.16 <br />w <br />0) <br />-1-- <br />EXISTING PUMP- <br />_BllILDIM TQBE-- <br />RELOCATED <br />x PROPERTY LINE <br />FOUND #5 REBAR WITH <br />ALUMINUM OAP S A PE' <br />"r« ATIRONS SUF V 16406" <br />LL� FFNCE <br />-Si 1 I <br />DEDICATIONS & PUD ZONING STANDARDS <br />x -X <br />EXISTING I <br />SING URE <br />BASIS OF BEARINGS N8919'45"W 330.30' <br />x <br />DEDICATIONS <br />A PUBLIC LAND DEDICATION ("PLD") OF 15 FEET OF DEPTH AND PARK AREA ALONG HUTCHINSON STREET AS <br />DEPICTED ABOVE SHALL BE MAINTAINED BY THE CITY OF LOUISVILLE. <br />PUD STANDARDS <br />THE YARD AND BULK REQUIREMENT STANDARN SHALL APPLY AND SUPERSEDE THE REQUIREMENTS AS DEFINED <br />IN SECTION 17.12.050 OF THE ZONING DISTRICT REGULATIONS. <br />BUILDING HEIGHT: <br />THE MAXIMUM BUILDING HEIGHT FOR PRINCIPAL USES ON LOTS 1, 2, 3, 4, AND 6 SHALL NOT EXCEED 27'-8" <br />AND SHALL NOT EXCEED 28'-6" ON LOT 5. <br />DESIGN AND SLOPE OF ROOF: <br />THE PREDOMINANT ROOF PITCH ON BOTH PRINCIPAL AND ACCESSORY STRUCTURES SHALL BE 5:12 <br />LOT COVERAGE AND FLOOR AREA RATIO: <br />SQUARE FOOTAGE OF ACCESSORY STRUCTURES, INCLUDING GARAGES, SHALL NOT BE APPLIED IN THE <br />CALCULATION OF LOT COVERAGE AND FLOOR AREA RATIO (AS DEFINED BY CITY CODE SECTION 17.12.050 -YARD <br />AND BULK REQUIREMENTS). <br />FRONT YARD SETBACK: <br />THE MINIMUM FRONT YARD SETBACK FOR PRINCIPAL USES SHALL BE 5 FEET FROM THE BOUNDARY OF THE <br />PLD. THERE SHALL BE NO COVERED PORCH ENCROACHMENT INTO THIS 5 FOOT SETBACK. (EACH LOT SHALL <br />HAVE PEDESTRIAN ACCESS FROM THE PRIVATE LOT TO THE AREA OF THE PLD.) <br />PRIVATE DRIVE/ACCESS EASEMENT: <br />PRIVATE DRIVE/ACCESS EASEMENT TO BE RECORDED AT FINAL PLAT. <br />Cad file name : P:\020100 - Hutchinson Corner\020100-01-001 (ENG) - Hutchinson Corner PUD\Engineering\Engineering Plans\PUD\020100-01-001-LOT.dwg <br />EXIS!?N , <br />STRUCTURE I <br />BULK & DIMENSIONAL STANDARDS <br />R -M ZONING, OLD TOWN OVERLY DISTRICT ZONING <br />BULK/DIMENSIOP'p.L STANDARD <br />LOT COVERAGE <br />MINIMUM INTERIOR _OT AREA <br />MINIMUM CORNER LOT AREA <br />MINIMUM LOT WIDTH <br />MAXIMUM LOT COVERAGE <br />FLOOR AREA RATIO <br />MINIMUM FRONT YARD SETBACK FOR PRINCIPAL USE <br />MAXIMUM FRONT YARD SETBACK FOR PRINCIPAL USE <br />MINIMUM SIDE YARD SETBACK FROM A STREET <br />MINIMUM SIDE YARD SETBACK FROM INTERIOR LOT FOR PRINCIPAL USE <br />MINIMUM SIDE YARD SETBACK FROM INTERIOR LOT FOR ACCESSORY USE <br />MINIMUM REAR YARD SETBACK FOR PRINCIPAL USE <br />MINIMUM REAR YARD SETBACK FOR ACCESSORY USE <br />FENCE is <br />5:...0 ) <br />O <br />CV <br />LOT 6 <br />8,005 SF <br />60.36' <br />15.00' <br />SETBACK <br />w <br />J- <br />15' UTILITY, DRAINAGE $E <br />PRIVATE IRRIGATION/ ' <br />EASEMENT /1 <br />,I , <br />/ , <br />/ _ , / <br />TRACT A <br />2,336 SF <br />x <br />BUILDING DESIGN <br />MAXIMUM HEIGHT FOR PRINCIPAL USE <br />ROOF PITCH <br />.PARKING <br />MINIMUM OFf-STREET PARKING SPACES <br />FENCING STANDARDS <br />SEMI -Pr IVACY FENCE <br />OPEN RAIL FENCE <br />METAL FENCE <br />E . <br />!/, <br />l <br />20' ASPHALT, <br />..ACCESS' DRIVE ,r <br />.1 <br />J <br />NOTE: TRACT A SHALL ALSO <br />BE DEDICATED AS A <br />DRAINAGE EASEMENT <br />EXISTING <br />FENCE TO BE <br />REMOVED/RELOCATED <br />FOUND �5 REP AR WiTi <br />:L11y11...Uf P ,: , ST_A iPr..D <br />"_ .} r. 16406" <br />..... <br />"FLA SU <br />REQUIRED <br />7,000 SF. <br />8,000 SF. <br />60' <br />30% OR 2,450 SF. <br />35% OR 2,799 SF. <br />5' FROM PLD PROPERTY LINE <br />15' FROM PLD PROPERTY LINE <br />10' <br />5' <br />3' <br />25' <br />3' FROM PRIVATE DRIVE <br />27'-8" FOR LOTS 1, 2, 3, 4, AND 6 <br />28'-6" FOR LOT 5 <br />5:12 MIN. <br />2 PER UNIT <br />6' MAXIMUM HEIGHT <br />4' MAXIMUM HEIGHT <br />4' MAXIMUM HEIGHT <br />EXISTING <br />RIGHT OF <br />WAY <br />( <br />NOTE: THE EXISTING MINE SHAFT WILL BE GROUT FILLED AS <br />SPECIFIED AND RECOMMENDED PER CORE SAMPLES TAKEN. <br />THE EXISTING MINE SHAFT WILL BE CAPPED AFTER ALL <br />BELOW GROUND STRUCTURAL MEASURES HAVE BEEN <br />COMPLETED. <br />20 <br />0 <br />10 <br />GRAPHIC SCALE <br />20 <br />40 <br />( IN FEET ) <br />1 inch = 20 ft. <br />1- <br />0 <br />z <br />N <br />80 <br />Ager - <br />0) <br />L <br />J <br />Phone: (303) 674-7355 <br />z <br />Lll <br />0- <br />0 CC <br />LLI <br />W Z <br />I-- <br />w0 <br />CI 00 <br />Q <br />2Z0 <br />c a z <br />ELLJJ <br />(1) <br />< <br />J <br />U_ <br />Fax: (303) 674-3263 <br />.bowmanvisionland.com <br />LOUISVILLE, CO <br />Bowman Consulting Group, Ltd. <br />0 <br />COUNTY PROJECT NUMBER <br />PLAN STATUS <br />07/31/14 PUD 2ND SUBMISSION <br />09/15/14 PUD 3RD SUBMISSION <br />09/25/14 PUD 4TH SUBMISSION <br />DATE DESCRIPTION <br />JJ JJ CD <br />DESIGN DRAWN CHKD <br />SCALE H: 1"=20' <br />V: <br />JOrs No. 020100-01-001 <br />DA fE : 7/31/14 <br />FILE No. 020029 -D -CP -001 <br />SHEET C 2 • 0 <br />