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<br />...... <br /> <br />FINAL BOUNDARY SURVEY <br />LOT 20 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br /> <br />SEC. 35 <br /> <br />,TWP. 25 S, RNG. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br />NORTHERLY LOT LINE OF LOT 20 BEING N 4-5"0;3'2;3" E <br /> <br /> <br />a <br />'" <br /> <br />PREPARED FOR & CERTIFIED TO: <br />NORTH AMERICAN TITLE CO. <br />NORTH AMERICAN TITLE INS. CO, <br />UNNERSAL AMERICAN MORTGAGE CORP. LLC <br />FARAH GHA TALA <br /> <br />~ <br /> <br />w <br />--' <br /><( <br />U <br /><fl. <br /> <br />~~ <br />~. <br />'\ <br />;$\ <br />~ <br />IS '. <br /><v <br />, cv,;; <br />,()"'J <br />~~ <br />"" <br /> <br />TRACT "B" <br />DRAINAGE <br />EASEMENT <br /> <br />LOT 19 <br /> <br />REVIEWED BY <br /> <br />,~ <br /> <br />CURVE RADIUS ARC LENGTH <br />C20 125.00' 27.05' <br /> <br />CURVE DATA <br />DELTA ANGLE CHORD LENGTH CHORD BEARING <br />12'24'03" 27.00' N 38'51'22" E <br /> <br />P&M <br /> <br />DESCRIPTION: <br />LOT 20 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS RECORDED IN PLAT <br />BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO <br />COUNTY, FLORIDA. <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 />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <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 AND/OR REVISION. <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT. <br /> <br />STRUCTURE TIES SHOWN HEREON ARE DERIVED <br />DURING CONSTRUCTION AND MAY VARY UPON <br />COMPLETION. (FORM BOARDS, FOUNDATION, OR <br />STEM WALLS) <br /> <br />* = 10' DRAINAGE & UTILITY EASEMENT <br />** = 5' DRAINAGE EASEMENT <br />,*** = 7.5' DRAINAGE EASEMENT <br /> <br />LOT 21 <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 124.69' <br />GARAGE AREA: 124.14' <br />ELEVA TIONS 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)= CALCULATED DATA, (D)= 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.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT. <br />F/C= FENCE CORNER, FCM= FOUND CDNCRETE MONUMENT. FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD. FN&D= FOUND NAiL & DISK. FPP= FOUND PINCHED <br />PIPE. LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECOI,D 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 & CAP No. 4493. SNaD= SET NAIL a DISK, TBM= TEMPORARY BENCHMARK. <br />U/P= UTILITY POLE. W/"= WOOO FENCE. (Rl = 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-'276 FAX (813) 855-8370 <br /> <br />Drawn By. <br /> <br />Square Feet: <br /> <br />SMS <br /> <br />Checked By. <br /> <br />JRB <br /> <br />Scale: <br /> <br />'''=30' <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey. FINAL 1/20/06 GH <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: FORM BOARD TIE-IN 8/18/05 WWW <br /> <br />7055.72 :t <br /> <br />US HOME <br /> <br />o I (z,~ \i::)~ <br />DATE <br />2984 LB#4493 <br />