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<br />FINAL BOUNDARY SURVEY <br />LOT n2 <br />CRE~T\fIEW HILLS <br />pj~SCO COUNTY, FLORIDA. <br /> <br />SEC. 35 <br /> <br />,TWP. 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 />MERCHANTVILLE CrRCLE <br />(50'R/W) <br />- O_ <br />N 89'21'04" E 73.72' 30 : '--PCP(P) _ ~ <br />N 89'21'04" E <br />(P&M) 24.01' ~b: <br />~q <'CO^, <br />~~: ~ CCU'?(J........ ~ <br /> <br />c. ' ~/,o <br /> <br />~~b ~~ ~ <br />NO ID ' ("" DC JOHNSON", . 0,0 <br />~+-. '>1- _ ----=- _ . . <... ~ <br />.......- -- ~. .-:,'\. <br />/ ~j ........, ...... ~?~......~~ <br />~z / "'" ........ . ~ '17'~ <br /> <br />~~~I...:l.!l:.!l:.................... r.,,^. C/S~'::~/C . '-:::':~.::.:.~~ g\~ '\ <br /> <br />~ ":" 52.6' 'If,"' 19.5 -'1.2' <br />'ixJ j 'S) ~ <br />~ I - 14.0' ~ :; I <br />~ I "io 1~STORY '" ") <br />:::; . <Xi MASONRY :\~ I <br />~ 2:0.6' . REsroE'N~", ~. <br />...~ ......:..... ...... 17658 ) 8.0' + I <br />. ~ 'u c. I :: <br />b, cl~~~ <br />~'. l-a'<O I <br />. is .....,.... 54.0' ...........l.!l:~:.../...... . <br /> <br />:z 2,.6' j ~ : ~ I <br />--rlf=-----------i----1 <br />,bf'V.j ** i <br />~3.0' S 89'40'41" W (P&M) 102.00' <br />.. 'Is> <br />4' I~Q .~) <br />"'0 <br /><>:z <br />G: <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEl NO. 1202.30 0295 0 EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(Cl= CALCULATED DATA, (0)= DEED DATA. (M)= MEASURED DATA. (P)= PLAT DATA, ~ = CENTERLINE, A/C= AIR CONDITIONER, S/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, FNeoD'= FOUND NAIL eo 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 eo CAP No. 4493, SNaD= SET NAIL eo DISK, TBM= TEMPORARY BENCHMARK, <br />U/P. UT I LI TY POLE, W/F= WOOD FENCE, (R) = RAD I AL <br /> <br /> <br />N <br /> <br />o <br />I') <br /> <br /> <br />':- <br /> <br />REVIEWED BY <br /> <br />iLi <br />....J <br />< <br />U <br />C/l <br /> <br />~ <br /> <br />I <br /> <br /> <br />'" <br />o:i <br /> <br />...... <br />W <br />W <br />0:::: <br />J-~ <br />(J')~ <br />~I <br />O~ <br />~r <br /> <br />6.0' <br /> <br />" <br />~ <br /> <br />u <br />~ <br />u <br /> <br />;,. <br /> <br />~ <br />'" <br />I <br />aJ ~ <br />~.. ~t1 <br />U <br />(J <br />15 . <br />(J <br />N <br /> <br /> <br />LOT 131 <br /> <br />DESCRIPTION: <br />LOT 132 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECURDED 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 /> <br />CHORD BEARING <br />N 44'30'53" E (P....) <br />S 68'09'.39" E (PtilJ <br />S 45'26 45" W <br /> <br />RADIUS <br />25:00' <br />75.00' <br />75.00' <br /> <br /> <br />OEL TA ANGLE <br />89'40'23" <br />44'58' 47" <br />00'27 1.3" <br /> <br />)!~ <br />YAY I ( <br /> <br />JOHN R, BEACH Be ASSOCIATES, INC, <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLOSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Scale: <br /> <br />Drawn By: <br /> <br />Square 'Feet: <br /> <br />8360.93 -:r <br /> <br />SMS <br /> <br />Checked By: <br /> <br />JRB <br /> <br />lOT VAL I 0 WI THOUT THE SIGNATURE AND Date of Survey: FINAL SURVEY 1 <br />.HE ORIGINAL RAISED SEAL OF A FLORIDA <br />ICENSEO SURVEYOR AND MAPPER <br />~evi$ion$: STEM WALL TIE-IN 8/30/05 AE, FOUNDATION TIE-IN 10/6/05 WWW <br /> <br />THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br />MAY BE DISCLOSED BY A FULL AND ACCURATE <br />TITLE SEARCH. ALSO SlIBJECT 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 OERlVED <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 />~ <br /> <br />ui <br />'" <br /> <br /><>: <br />Iil: <br /> <br /> s <br /> ~ <br /> ~ <br />::I w <br />~ '" <br />>- <br /><>: a, <br />15 <br />II) b <br />.. 0 <br />~ <br />;,. C/l <br /> LOT 133 <br /> 1.2' <br />r.,%o <br /> .>) <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING- AREA: 150.11' <br />GARAGE AREA: 149,09' <br />ELEVATlON.S REFERENCED TO <br />NA TIONAL GEODETIC VERTICAL <br />DA ruM OF 1929. MEAN SEA <br />LEVEL=: 00.00 FT. <br /> <br />LENNAR <br /> <br />tq /0(, <br />