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<br />PLOT PI_AN <br />LOT 132 <br />CRESTVIEW HILLS <br />PASCO GOUNTY, FLORIDA. <br />PR!=:LIMINARY DRAWING: <br />THIS PLAN IS FOR PERMITTING PURPOSES <br />ONLY, NOT FOR CONSrnUCTION. VERIFY <br />ALL DIMENSIONS BEFORE ANY CONSrnUCTION. <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 PAO ELEVATION 149.50' <br />FRONT SET BACK = 20' <br />SIDE SET BACK = 7.5' <br />REAR SETBACK = 15' <br />LOT = 8360.93 SQ. FT. <br /> <br />,- <br /> <br />J- <br />W <br />W <br />a::: <br />J-~ <br />V>~ <br />~I <br />O~ <br /> <br />~t <br /> <br />LOT =_8360.9LSQ. FT. <br />LIVING AREA 1602 SQ. FT. <br />ENTRY =-2L__SQ. FT. <br />GARAGE =~_SQ. FT. <br />COVERED LANAI =~3 __SQ, FT. <br />PATIO = N A_SQ. FT. <br />POOL AREA =-.!:!! A__SQ. FT. <br />CONC. DRIVE =_.J~__SQ. FT. <br />A/C & CONC PAD =__2___SQ. FT. <br />SIDEWALK '" _2L-_SQ. FT. <br />SIDE YARO SWALE =__.2~__SQ. FT, <br />CONSERVATION AREA =_~ A _SQ. FT, <br />LOT OCCUPIED =~~ <br />AREA TO IRRAGA TE = _E.~_% <br /> <br />SKETCH ONLY <br />NOT A BOUNDARY SURVEY <br /> <br />SEC. 35 <br /> <br />25 5, RNG. <br /> <br />. TWP.. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br /> <br />NORTHERLY LOT UNE OF LOT 132 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 />'0 <br />,.., <br />II <br /> <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />W <br />....J <br />< <br />U <br />CJ) <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 />· = 10' DRAINAGE & UTILITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br /> <br />MERCHANlVlLLE CIRCLE <br />(50'R/W) <br />- o_ <br />N 89'21'04" E 73.72' 3:: '-PCP(P) - <br /> <br /><0 _ <br />~:~: <br />E b~: <br /><> <br /> <br /> <br /> <br />" <br /> <br />4 Z ~. <br /> <br />~~0 <br />. +;:~ <br />'\ <br /> <br />. . <br />. . <br />. . <br />. . <br />. . <br />......~ - t- - - -r- - ___ <br />/....... ~~ ~j <br />I {;.. ,.." <br />'.-0. <br />r <5'; <br />29.83' <br />rm.. <br />I <br />I <br /> <br />;;;~ <br /> <br />........ <br />......... ." <br />" , .,"":....- <br /> <br />f:'" <br /> <br />19.50' <br />,- <br /> <br />I <br />I <br />I <br />I en <br />I: <br />I : <br />....l~:5.(J'....1 C> <br />I <br /> <br />o <br /> <br />Z"<..... <br />~: I <br />o..>~ <br />o ~OC <br />WWW <br />~I~ <br />g, ~~ <br />~~C-' <br /> <br />L{) <br />(() <br /> <br />u <br />........ <br />0{ <br /> <br />o <br />, <br />"0 <br />... <br /> <br />w <br /> <br />5 <br />'" <br /> <br /> <br />62' -0" <br /> <br />z <br /> <br />.ml <br />20.50' '0: '00 !, <br />I 3: <br />- -;:'- - - - - - - - - - -~ L _-1 <br /> <br />LOT 133 <br /> <br />Vl <br /> <br />** <br /> <br />11 <br /> <br />S 89'40'41" W 102.00' <br /> <br />LOT 131 <br /> <br />RADIUS <br />25.00' <br />75.00' <br />75.00' <br /> <br />PROPOSED: <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 150,00' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICA <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />DESCRIPTION: <br />LOT 132 MAP OR PLAT ENTITLED "-CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK ___, <br />PAGES ---- THROUGH OF THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA. <br /> <br />CURVE <br />C6D <br />C61 <br />C64 <br /> <br />ARC LENGTH <br />39.13' <br />58.87' <br />0.59' <br /> <br />DELTA ANGLE <br />89'40'23" <br />44'56'47" <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 66"09'39" E <br />S 45'26'45" W <br /> <br />APPARENT FLOOD HAZARD ZONE: 'X' <br /> <br />COMMUNITY PANEL NO. <br /> <br />LEGEND: <br />(C)= CALCULATED DATA, (0)= DEED DATA, (M)= MEASURED DATA. (P)= PLAT DATA, 'l = 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 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 ROD 8 CAP No. 4493, SNe.o= SET NAIL 8 DISK, TBM= TEMPORARY BENCHMARK. <br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL <br /> <br />Drawn By: <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 />JRB <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND <br />THE ORIGINAL RAISEO SEAL OF A FLORIOA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br /> <br />Squ are Feet: <br /> <br />8360.93 :f: <br /> <br />LENNAR <br /> <br />SMS <br /> <br />Checked By: <br /> <br />Scale; <br /> <br /> <br />1"=30' <br /> <br /> <br />4/1/10$ <br /> <br />LAN TV <br /> <br />DATE <br />2984 LBN4493 <br />