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<br />FINAL BOUNDARY SURVEY <br />LOT 134 <br />C.~ESTVIEW 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 134 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 />o <br />'" <br />II <br /> <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />~ <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 ANDIDR REVISION. <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT. <br /> <br />REVIEWED BY <br />Ij:-- <br /> <br />STRUCTURE TIES SHOWN HEREON ARE DEI~IVED <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 />LOT 131 <br /> <br />I <br />"-1 <br /> <br />LOT 133 <br /> <br />rPC(P) <br /> <br />r <br /> <br />SN&D <br />'B" <br /> <br />ci'l <br />....,. <br />~ <br /> <br />N 89'40"41" E <br /> <br /> <br />r; <br />'l <br />.~ <br /> <br />0; <br /> <br />~ <br /> <br />/~.~ <br />l.....h..f <br />lr.O' <br />3.S'X3.S' <br />C/S-A/C <br />I ~ <br />*1 ~ <br />.. , <br />I\.: <br />LO,T 133 <br /> <br />I <br /> <br />(,~ 65.0' -$'1 <br />~.>) 1..,..,. ;,. <br />'" d <br />.. '" <br />'" 1 STORY <br /> MASONRY <br /> RESIDENCE COV <br />6.6' ENffiY <br /> <br />'" ;::- <br />I z <br />m '" <br />a:: ,. <br />[l ~ <br />< <br />U 11. <br />.~ ;,. <br />u t!. <br />'" <br /> <br />W <br />--1 <br />o <br />a::: <br />J.,O <br />W <br />--1i" <br />--1~ <br />~~ <br />Z <br /><( <br />II <br />o <br />a::: <br />w <br />~ <br /> <br />(P&M) 100.00' <br /> <br />,. CONC <br />RETAINING WALL <br /> <br />LOT 130 <br /> <br />o <br />o <br />...; <br /><D <br />~ <br />.:0 <br />~ <br /> <br />'" <br /> <br />" 4 <br />~ ~ ~. <br />:5 ~ il 17~1 ::: <br />15.0' 1..,..,. 58.4' '0) - <br />h.fh ~ <br />I j in it] : I <?,j. <br />CORNER NOT . z!Ji - -;-,..:- - -,-- - - - - - - '"""-;- - --l <br />FOUND OR SET. o:J : -, ** : <br /> <br />'" <br /> <br />_0 <br />o <br />z <br /> <br />LOT 129 <br /> <br />(f<1-f <br />'<1-) <br />FIR 1/2' <br />#4493 <br />WITNESS <br />CORNER <br />"A" <br /> <br />S 89'40'41" W (P&M) <br />f;' <br />xJ' <br /> <br />100.00' (P) 98.00' (M) <br /> <br />. 25.00' . <br /> <br />I r;~') '" <br /> <br />2 STORY <br />MASONRY <br />RESIDENCE <br /> <br />NOTE: <br />CLOSURE UNE "A' TO "B' <br />N 02'O8'2~" W (1.1) 63.03' <br /> <br />LOT 135 <br /> <br />SN&D <br /> <br />DESCRIPTION: <br />LOT 134 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 />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 143.20' <br />GARAGE AREA: 141.77' <br />ELEV A 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, (P)= 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 CONCRETE 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 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 & CAP No. 4493, SN&D= SET NAIL & 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 ANO 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 />Checked By: <br /> <br />SMS <br />JRB <br /> <br />Square Feet: <br /> <br />6300.00 :l: <br /> <br />LENNAR <br /> <br />Scale: <br /> <br /> <br />No. 2984 <br /> <br />\2{~oIQ $ <br />DATE <br />LB#4493 <br /> <br />1"=30' <br /> <br />~ <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey: <br />THE OR I G I NAL RA I SED SEAL OF A FLOR I DA fiNAL 12/28/05 DJB <br />LICENSED SURVEYOR AND MAPPER <br />Revisions: STEM WALL TIE-IN 8/22/05 AE, FOUNDATION TIE IN 9/20/06 DJB <br />