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<br />FINAL BOUNDARY SURVEY <br />LOT 35 <br />CRESTVIEW HfLLS <br />PASCO COUNTY, FLORIDA, <br /> <br />SEC. 35 <br /> <br />, TWP. <br /> <br />25 S, RNG. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br />NORTHERLY LOT LINE OF LOT 35 BEING N 89'21'04" E <br /> <br />N <br /> <br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br />MAY BE DISCLOSEO BY A FULL AND ACCURATE <br />TITLE SEARCH. ALSO SUBJECT TO SETBACKS. <br />EASEMENTS AND RESTRICTIONS OF RECORD. <br /> <br />b <br />I") <br /> <br /> <br />UNDERGROUND FOOTER. STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />DO NOT SCALE THIS PRINT. OIMENSIONS ANO <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 PROVIOED BY CLIENT. <br /> <br />NOTE: <br />STRUCTURE TIES SHOWN HEREON ARE DERIVEO <br />OURING CONSTRUCTION ANO MAY VARY UPON <br />COMPLETION. (FORM BOARDS, FOUNOATION. OR <br />STEM WALLS) <br /> <br />lRACT 30 <br />ZEPHYRHILLS COlONY COMPANY LANDS <br />(PLA T BOOK 2, PAGE) <br /> <br />FIR 5/6" <br />O.C. JOHNSON <br />"Sl <br />\..,-;9. <br /> <br />N 89'21'04" E P&M) 74.91' <br /> <br />FIR 5/6' <br />D.C. JOHNSON <br /> <br />TRACT "F" <br />LANDSCAPE <br />BUFFER <br />E <br /> <br />(1.37.9) <br /> <br />. = 10' DRAINAGE &UTllITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br />... = 10' DRAINAGE EASEMENT <br /> <br />PLAT <br />BOUNDARY\ <br /> <br />*** <br /> <br />.,; <br />'" <br /> <br />~t - - f <br />/ <br />/ <br />" <br />..iii."7:} u.. ~ <br />/ ~ <br />/ <br />/ <br />/ S <br />/: ;t <br />'--" <br />/ s <br />/ <br />/ <br />/ <br />/ <br /> <br />(139.7) <br /> <br />\1 <br />\..'~O. <br />'0 <br />o <br />o <br /> <br />r 1~- - - - -- <br />1 LOT 35 <br />wI.. .. <br /> <br />12.0' <br />I <br /> <br />LANAI <br /> <br />j... <br />to <br /> <br />3'X3' , <br />C/S-A/C. <br /> <br />24.7' <br /> <br />~ <br />:2 <br />~ <br />(L <br />'-" <br /> <br />I <br />I <br />I <br />I <br />:1 <br />to <br />~ I <br />b I <br />o I <br />Z I <br /> <br />r;. 15.4' <br />'{,> <br />."'.-1 <br /> <br />0,' <br />.,. <br />~ <br />\.: <br /> <br />r-r) <br /> <br />LOT 34 <br /> <br />io <br />..; <br />'" <br /> <br />1 STORY <br />MASONRY <br />RESIDENCE <br /> <br />~ <br /> <br />3: <br /> <br />LOT 36 <br /> <br />b b <br />r--: (() <br /> <br /> <br />0,' <br />.,. <br />~ <br />\.: <br /> <br />r;. <br />'{,> <br />.'0 <br /> <br />(140 <br /><.7) <br /> <br />10.0' <br />......T...... <br /> <br />1 C~~C <br />1 WALK , <br />L___~; <br />* <br /> <br />20.4' <br />16.0'... <br /> <br />(1 SIR ci <br />4.3,6) <br /> <br />~ <br />MERCHANTVILLE CIRCLE <br />(50'R/W) <br /> <br />PCP(P),. z <br /> <br />DESCRIPTION: <br />LOT 35 MAP OR PLAT ENTITLED "CRESTVIEW <br />HILLS", AS RECORDED IN PLAT BOOK 53, <br />PAGES 124 THROUGH 129, OF THE PUBLIC <br />RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />CURVE DATA (PaM) <br />CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD LENGTH CHORD BEARING <br />C24 125.00' 20.25' 09'16'56" 20.23' S 66'00'27" E <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 144.20' <br />GARAGE AREA: 143.70' <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(C)- CALCULATEO DATA, (0)- DEED DATA, (M)- MEASURED DATA, (Pl= PLAT DATA. ~ - CENTERLINE. A/C- AIR CONDITIONER, B/C= BACK OF CURB, C/S- <br />CONCRETE SLAB, CH- CHORD, CHB- CHORD BEARING, CLF- CHAIN LINK FENCE, CONC- CONCRETE, COV.- COVEREO, 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, FNaD- FOUND NAIL a DISK, FPP- FOUND PINCHED <br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.- MASONRY, OR- OFFICIAL RECORO 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 />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 />Drown By: <br /> <br />SMS <br /> <br />Square Feet: <br /> <br />7262.46 1: <br /> <br />LENNAR <br /> <br />Checked By: <br /> <br /> <br />II 10 440'11 <br /> <br />Scale: <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey: <br />THE OR I G I NAL RA I SED SEAL OF A FLOR I DA FINAL 11/2/05 DJB <br />LICENSEO SURVEYOR AND MAPPER <br />Revisions: TIE IN 7/5/05 RTM,FOUNDA llON 7/20/05 RTM <br />