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<br />FINAL BOUNDARY SURVEY <br />LOT 24 <br />CRESTVIEW HILLS <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 />NORTHfRL Y LOT LINE OF LOT 24 BEING N 89'21'04" E <br /> <br /> <br />N <br /> <br />a <br />'" <br /> <br /> <br />PREPARED FOR & CERTIFIED TO: <br />NORTH AMERICAN TITLE CO, <br />NORTH AMERICAN TITLE INS. CO. <br />FRANK GRAY <br /> <br />';... <br /> <br />w <br />--' <br /><( <br />u <br />Vl. <br /> <br />y ~s~ <br /> <br />-, 721 <br /> <br />jt1"1 {; I Z C. /-1 ;+ ^'T v I L '- C <br />Ii 0<5- <br />'ole<' <br /><..%-9'j/ <br />v' . <br />'V. . <br /> <br />TRACT "B" <br />DRAINAGE <br />EASEMENT <br /> <br />'l.-->;' <br />,,0' . <br />,}\ <br />~1f <br />~~ <br />.'l.--5 <br />.0") <br />"'~ <br />~ <br /> <br />LOT 25 <br /> <br />(1~7.~') <br />X <br /> <br />LOT 23 <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 DR <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 />· = la' DRAINAGE &UTILlTY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br />... = 10' DRAINAGE EASEMENT <br />... = 7.5' DRAINAGE EASEMENT <br /> <br />REVIEWED BY <br /> <br />.16 r::" flOOR ELEVA nONS, <br />LIVING AREA: 128.17' <br />GARAGE AREA: 127.79' <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICA <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />CURVE DATA <br /> <br />(P&M) <br />ARC LENGTH <br />2.98' <br /> <br />CHORD BEARING <br />N 46""42" E <br /> <br />CURVE <br />C21 <br /> <br />RADIUS <br />75.00' <br /> <br />DELTA ANGLE <br />02"16'37" <br /> <br />CHORD LENGTH <br />2.98' <br /> <br />DESCRIPTION: <br />LOT 24 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53, <br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />APPARENT FLOOD HAZARD ZONE: "x" <br /> <br />LEGEND: <br />(Cl= CALCULATED DATA, (D): DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, t = 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 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 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, SN8D= SET NAIL a OISK, TBM= TEMPORARY BENCHMARK, <br />U/P= UTILITY POLE, W/F= WOOD FENCE. (R) = RADIAL <br /> <br />O!~ <br />WAY j ( <br /> <br />JOHN R. BEACH & ASSOCIATES, INC, <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(613) 654-1276 FAX (613) 655-6370 <br /> <br />Drown By: <br /> <br />Square Feet: <br /> <br />SMS <br /> <br />Checked By: <br /> <br />JRB <br /> <br />7485.51 :I: <br /> <br />US HOME <br /> <br /> <br />Scale: <br /> <br />Gf1~~ <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey: <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: FORM BOARD TiE-IN 7/29/05 WWW <br /> <br />FINAL 2/9/06 DJB <br /> <br /> <br />No. 291'14 <br />