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<br />lRACT "F" <br />LANDSCAPE <br /> <br />6000' - , 'J:?"" <br />('.'J> <br />.00) <br /> <br />PLOT PLAN <br />LOT 32 ' <br />CRESTVIEW HILLS <br />PASCO COUNTY, Ft_ORIDA, <br />PRELIMINARY DRAWING: <br />THiS PLAN IS FOR PERMITTING PURPOSES <br />ONLY, NOT FOR CONSTRUCTION. VERIFY <br />All DIMENSIONS BEFORE ANY CONSTRUCTION, <br /> <br />SKETCH ONLY <br />NOT A BOUNDARY SURVEY <br /> <br />LEGEND: <br />----- = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <br /> <br />NOTES: <br />LOT GRADING TYPE = C <br />PROPOSED PAD ELEVATION <br />FRONT SET BACK = 20' <br />SIDE SET BACK = 7.5' <br />REAR SETBACK = 15' <br />LOT = 6600.00 SQ. FT. <br /> <br />143.00' <br /> <br />TRACT 30 <br />ZEPHYRHILLS COLONY COMPANY LANOS <br />(PLAT BOOK 2, PAGE) <br /> <br />PLAT <br />BOUNDARY~ <br /> <br />N 89'21 '04" E <br /> <br /> ':\ <br /> ",C <br /> '\. <br /> ...'" <br /> \: <br /> ~' <br /> 0"\ <br /> S: <br /> = 0 <br /> <Do <br /> LO . <br /> . 0 <br /> oo~ <br />LOT 31 I"l~ <br />b <br /> 0 <br /> z <br /> \ <br /> ('ff, <br /> '>S) <br /> \ <br /> ('ff.1 <br /> 'ffq) <br /> <br />. . <br />. . . . <br />\! I *** i \ <br />r-:--1--+--!~ <br />:!~ :~ I~ !~: <br />I 1 <br />I I <br /> <br /> <br />1.9..Q(:)': <br />I <br />1 <br />*1 <br />*1 <br />I <br />I <br />I <br /> <br />40'-0' <br /> <br />io <br />I <br />'" <br />~ <br /> <br />PROPOSED PLAN <br />1446 - ELEV "C <br />GARAGE RIGHT <br /> <br />10.00' <br /> <br /> <br />16.08' <br /> <br />1 <br />I : <br />1- _~+_~ <br />~f ~ <br /> <br />: <br /> <br />*.:1 ., <br />. . <br /> <br />o. <br />o. <br />--;-:- ~ . <br /> <br />89"21"04" W , '60.00'. , <br />I ': .~ \ <br /> <br />- It- <br />MERCHANTVILLE CIRCLE <br />(50'R/W) <br /> <br />LOT = _ 66Q.~Q.<2._SQ. FT. <br />LIVING AREA =_.11..1Q..._SQ. FT. <br />ENTRY =__.J!!.___SQ. FT, <br />GARAGE = __.J~L-SQ. FT. <br />COVERED LANAI = __tUA-_SQ. FT. <br />PATIO =__1,<2. SQ, F~ <br />POOL AREA =_~ A SQ. FT. <br />CONC, DRIVE =_-..J~SQ. FT, <br />A/C & CONC PAD =__~____SQ. FT. <br />SIDEWALK =_.J~_SQ. FT. <br />SIDE YARD SWALE =_-11Z0~_SQ. FT. <br />CONSERVATION AREA =-1:1 L-SQ. FT, <br />LOT OCCUPIED =_~_% <br />AREA TO IRRAGATE =__2.J.___% <br /> <br />DESCRIPTION: <br />LOT 32 MAP OR PLAT <br />PAGES ___ THROUGH <br /> <br />SEC. 35 <br /> <br />25 S, RNG. <br /> <br />21 E. <br /> <br />, TWP. <br /> <br />BEARING BASIS: <br /> <br />NORTHERLY LOT LINE OF LOT 32 BEING N 89'21'04" 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 />I') <br />II <br /> <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNOERGROUNO UTILITIES ARE NOT LOCATED OR <br />SHDWN. <br /> <br />~ <br /> <br />w <br />-' <br />< <br />() <br />VI. <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 ANO IS SUBJECT TO <br />CHANGE AND/OR REVISION. <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVrOED BY CLIENT. <br /> <br />· = 10' DRAINAGE &UTIUTY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br />... = 10' DRAINAGE EASEMENT <br /> <br />('ff <br /> <br />("J <br /> <br />: 19..Q9.: w <br /> <br />I :gO <br />. 0 <br />1 ~ci <br />I b:::: <br />* 0 <br />1* U1 <br />I <br />1 <br />I <br /> <br />LOT 33 <br /> <br />10.00' <br /> <br />\ .:\ <br /> <br />,," <br />.;!'",. <br /> <br />1 <br />- I <br />" <br />101 <br />.... <br />'" <br /> <br />\ ., <br />",'" <br />",. <br />.;::'" <br /> <br />. ~.50' ~ . . ---€l <br />'- PC(P) <br /> <br />.0 <br />.0 <br />~ ~==== <br /> <br />PROPOSED: <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 143.50' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICA <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />EFFEcn VE DATE: 9/30/92 <br /> <br />ENTITLED "CRESlVIEW HILLS", AS RECORDED IN PLAT BOOK ___. <br />---. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" <br /> <br />COMMUNITY PANEL NO, 120230 0295 D <br /> <br />LEGEND: <br />(C)= CALCULATEO DATA. (0)= OEED OATA. (M)= MEASURED DATA, (P)= PLAT DATA. ~ = CENTERLINE. A/C= AIR CONDITIONER, B/C- BACK OF CURB, C/S= <br />CONCRETE SLAB. CH= CHORD, CHB- CHORO BEARING. CLF= CHAIN LINK FENCE. CONC= CONCRETE, COV.= COVERED, E/P- EDGE OF PAVEMENT, ESM'T= EASEMENT. <br />F/C= FENCE CORNER, FCM= FOUNO CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR- FOUND IRON ROO. FNaD= 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 ROO a CAP No. 4493, SNaD= SET NAIL a DISK. TBM= TEMPORARY BENCHMARK, <br />U/P= UTILITY POLE, W/F= WOOD FENCE. (R) = RADIAL <br /> <br /> <br />O!~ <br />WAY) ( <br /> <br />JOHN R" BEACH & ASSOCIATES, INC. <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Drawn By. <br /> <br />Checked By. <br /> <br />SMS <br />JRB <br /> <br />Scale: <br /> <br />NOT VALlO WITHOUT THE SIGNATURE AND <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br /> <br /> <br />Square Feet: <br /> <br />6600.00 :l: <br /> <br />LENNAR <br />