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<br />SEC. 35 <br /> <br />SPECIAL PURPOSE SURVEY- STEM WALL TIE-IN <br />LOT 132 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA, <br /> <br />'~/9 <br />4. -; <br />!./ <br /> <br />, TWP. <br /> <br />25 S, RNG, <br /> <br />21 E. <br /> <br />BEARING BASIS: <br />NORTHERLY LOT UNE OF LOT 132 BEING N 89'21'04" E <br /> <br />-~---- <br /> <br />~~ <br />;;)[ <br /> <br />- <br /> <br />N <br /> <br />b <br />I'") <br />II <br /> <br />':- <br /> <br />W <br />....J <br />< <br />U <br />(I) <br /> <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 ANO 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 /> <br />I <br /> <br />MERCHANTVILLE CIRCLE <br />(50'R/W) <br />N 89'21'04" E - 73.72' :. O'-PCPc;) - _____ <br /> <br />Ll")o. ~ <br />N 89'21'04" E ~~. " <br />24.01 \ ~N <br /> <br />tJ <br />w <br />0:::: <br />J-~ <br />(f)~ <br /><:> <br />O-'!?-I <br />~t <br /> <br /> <br />,.-- <br />/ <br />I <br /> <br />I 29.9' <br />mmrm... <br />~ I <br />I <br /> <br />to <br /> <br />~. <br /> <br />.?~Ht... . <br /> <br />'" I <br />I <br />~ I <br />b 20.6' <br />o .m.m'f' <br />I <br /> <br />()) <br /> <br />en <br /> <br />z <br /> <br /> <br />. . . .25:00' <br /> <br /> <br />---- <br />....... <br />'-... .. / <br />f/, <br /> <br />/'..1.~:~'~... <br /> <br /> <br />52.6' <br /> <br />o <br />o <br />N <br /> <br />I <br />I <br />I <br />I <br />I: <br />I <br />B.O'.m.l~::4::Jm <br />:;; I <br /> <br />__________-_.-.J <br />** <br /> <br />~X> <br />. 0..0 <br />.;"(<., ~ <br />('6'", . . ;<:>'\. <br />\ .~~ ~ <br />, .....~ {><;l <br /> <br />"" <br />u-i <br />to <br />W <br />()) <br />.()) <br />~ <br />b <br />0 <br />VJ <br /> <br />LOT 133 <br /> <br />LOWEST FLOOR ELEVATIONS: <br />TOP OF BLOCK: 150.10' <br />LIVING AREA: <br />GARAGE AREA: <br />ELEVA TIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT, <br /> <br />DESCRIPTION: <br />LOT 132 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 />CURVE <br />C60 <br />C61 <br />C64 <br /> <br />RADIUS <br />25.00' <br />75.00' <br />75.00' <br /> <br />ARC LENGTH <br />39.13' <br />5B.87' <br />0.59' <br /> <br />-:.,. <br />..; <br />N <br /> <br />~ STEM WALLS <br />ONLY <br /> <br />8.0' <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />23.4' <br /> <br />j-.. <br />~ <br /> <br />;" <br />..; <br /> <br />LEGEND: <br />(C)= CALCULATED DATA. (0)= 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, FNBD= FOUND NAIL B 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 B CAP No 4493. SNBD= SET NAIL B DISK. TBM= TEMPORARY BENCHMARK. <br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL <br /> <br />O!~ <br />WAY I ( <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 />NOT VAL lOW I THOUT THE SIGNA TURE ANO Dote of Survey: <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: STEM WALL TIE-IN 8/30/05 AE <br /> <br />54.0' <br /> <br />S 89'40'41" W 102.00' <br /> <br />LOT 131 <br /> <br />DELTA ANGLE <br />89'40'23" <br />44'5B'47" <br />00'27'13" <br /> <br />CHORD LENGTH <br />35.25' <br />57.37' <br />0.59' <br /> <br />CHORD BEARING <br />N 44'30'53" E <br />S 68'09'39" E <br />S 45'26'45" W <br /> <br />Drown By: <br /> <br />Square Feet: <br /> <br />SMS <br /> <br />Checked By: <br /> <br />JRB <br /> <br />8360.93 :i: <br /> <br />LENNAR <br /> <br /> <br />Scale: <br />