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<br />PLOT PLAN <br />LOT 69. <br />CRE:STVIEiN HILLS <br />PASCO COUNTY, FLORIDA. <br />PRELIMINARY DRAWING: <br />THIS PLAN IS FOR PERMITTING PURPOSES <br />ONLY, NOT FOR CONSTRUCTION. VERIFY <br />ALL DIMENSIONS BEFORE ANY CONSTRUCTION. <br /> <br />LEGEND: <br />----- = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <br /> <br />W <br />-.J <br />o <br />0::: <br />o <br /> <br />W <br />-.J~ <br />-.J~ <br />~i <br />z <br /><( <br />J: <br />o <br />0::: <br />W <br />~ <br /> <br />SKETCH ONLY <br />NOT A BOUNDARY SURVEY <br /> <br />SEC. 35 <br /> <br />. TWP. 25 S, RNG. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br />NORTHERLY LOT UNE OF LOT 69 BEING N 89'36'03" E <br /> <br />N <br /> <br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br />MAY BE DISCLOSED BY A FULL AND ACCURATE <br />TITLE SEARCH. ALSO SUBJECT TO SETBACKS, <br />EASEMENTS AND RESTRICTIONS OF RECORD, <br /> <br />b <br />r<) <br />n <br /> <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN, <br /> <br />'.- <br /> <br />W <br />...J <br /><( <br />U <br />Vl. <br /> <br />DO NOT SCALE THIS PRINT, DIMENSIONS AND <br />NOTES TAKE PREFERENCE, <br /> <br />DESCRIPTION NOT CONTAINING PLAT BOOK AND <br />PAGE INDICATES THAT PLAT IS IN <br />PRELIMINARY STAGE AND IS SUBJECT TO <br />CHANGE ANDIOR REVISION. <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT. <br /> <br />· = 10' DRAINAGE & UTILITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br /> <br />r PC(P) <br /> <br /> <br />l <br /> <br />r-- <br />~ '" <br /> <br />J <br /> <br />25.00' <br /> <br />LOT 70 <br /> <br />N 89'36'03" E <br /> <br />----- <br /> <br />~,I <br />~ <br />~. <br />~"J ' <br /> <br />-, <br />$> <br />~ ~. <br />~'" <br /> <br />----- <br /> <br />110.00' <br /> <br />J., <br /> <br />.2.?,50' ~~'- - - - - -!*- -~- - - ~::>,(t=-.:J. <br /> <br /> LOT 79 <br />0 <br />0 <br />c:i <br />(!) <br />w <br />"- <br />l{) <br />n <br />N <br />b <br />0 <br />Vl <br /> LOT 60 <br /> <br /> <br />I <br />I <br />I <br />I: <br />I <br />I <br />41.50' I <br />"20,50' .~I_ _ _ _ _ _*;- _!L"=.=..=.=.='~m <br /> <br />48' -a" <br /> <br />:il"}~ <br />...JoI <br />0.00 <br />ON~ b <br />wow I <br />Ul~" b <br />~e~ ~ <br />OX<( <br />&:00 <br /> <br /> <br />b <br />.<0 <br />to <br /> <br />rr <br /> <br />(?<?9 <br />'<?") <br /> <br />----- <br /> <br />110.00' <br /> <br />S 89'36'03" W <br /> <br />----- <br /> <br />(?.s <br /><".so.. <br />'j <br />I <br /> <br />LOT 68 <br /> <br />PROPOSED <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 134.25' NOTES: LOT =-MQ.O.OO SQ. FT. <br />GARAGE AREA: LOT GRADING TYPE = A L1I1lNG AREA =_ 1523 _SQ. FT. <br />ELEVA nONS REFERENCED TO PROPOSED PAD ELEVATION = 133.75' ENTRY 30 SO. FT. <br />NATIONAL GEODETIC VERTICAL GARAGE = 375 _SQ. FT. <br />FRONT SET BACK = 20' COVERED LANAI = N fA SQ FT <br />DA TUM OF 1929. MEAN SEA SIDE SET BACK = 7.5' PATIO = -~- SO: FT: <br />LEVEL= 00.00 FT. REAR SElBACK = 15' POOL AREA = tILL-so. FT. <br />CONC. DRIVE =-~_SO. FT. <br />DESCRIPTION: A/C &; CONC PAD = 9 So. FT. <br />SIDEWALK =-1L-so. FT. <br />LOT 69 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS SIDE YARD SWALE = 1100__S0. FT. <br />RECORDED IN PLAT BOOK ___, PAGES ___ THROUGH ___, CONSERVATION AREA = tIL~_SO. FT. <br />LOT OCCUPIED =~---'= <br />OF THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA. AREA TO IRRAGAlE =--RL--" <br /> <br />APPARENT FLOOD HAZARD ZONE: Y' COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(C)= CALCULATED DATA, (0)= DEED DATA, (M). MEASURED DATA, (P)= PLAT DATA, {= CENTERLINE, A/C= AIR CONDITIONER. B/C= BACK OF CURB, CIS. <br />CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE. CONC= CONCRETE, COV,= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, <br />F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE. FIR. FOUND IRON ROD, FNao. FOUND NAIL 8 DISK, FPP= FOUND PINCHED <br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS~= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP. PERMANENT CONTROL POINT, PRM= PERMANENT <br />REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR.SET 1/2" IRON ROD 8 CAP No, 4493, SN8D= SET NAIL 8 DISK, TBM= TEMPORARY BENCHMARK, <br />U/P= UTILITY POLE. W/F= WOOD FENCE, (R) = RADIAL <br /> <br />O!~ <br />WAY) ( <br /> <br />JOHN R. BEACH & ASSOCIATES, INC. <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PElERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(813) 654-1276 FAX (813) 655-8370 <br /> <br />Checked By. <br /> <br />Drown By. <br /> <br />Square Feet: <br /> <br />6600.00 :I: <br /> <br />US HOME <br /> <br />SMS <br /> <br />JRB <br /> <br />Scale: <br /> <br /> <br />1"=30' <br /> <br />~ o<\-1olI0? <br />BEACH DA TE <br />EG. LAND SURVEYOR No. 2984 L8H4493 <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dote: PLOT PLAN 3/31/05 BB <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br />