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<br />FINAL BOUNDARY SURVEY <br />LOT 9 <br />CRESlVi'EW 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 9 BEING N 89'36'03" E <br /> <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 124.76' <br />GARAGE AREA: 124.40' <br />ELEVATIONS REFERENCED TO <br />NA TIONAL 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 />N <br /> <br />o <br />I') <br />II <br /> <br />W <br />...J <br />..: <br />u <br />Ul. <br /> <br />REVIEWED BY <br /> <br />~rl1r <br /> <br />lOT 10 <br /> <br />("9 <br />.0) <br /> <br />('<'<'8) N 89'36'03" E (P&M 113.49' ('<'.1.9') <br /> <br />15'01: : ** <br />r - -",-'- - - - - - - - - - - -~'- I <br />j 28.0' ~ , - ...~(J.~.'...... . <br />.. . ~ <br />'<. 65.1' ,") <br />".J') ~\'I-~.'I-. <br />"': ,'0' .',1 u~-, <br />o . ~ z_ <br />N ~;~ .1 ~f5 <br />. . <br /> <br />I <br />FIR 5/8" <br />D.C. JOHNSON <br /> <br />o <br />~ ~ <br />o vi <br />"- <br />o <br />.---.. 2 <br />::2 0 <br />~ ~ <br />0... ~ <br />'--" <br /> <br />/ <br />15'01:1 <br /> <br />1 STORY <br />MASONRY <br />RESIDENCE <br />#7549 <br /> <br />4'X4' <br />C/S-A/C co <br />~ <br />., N <br />~ ,,~ <br />! ~ <br />15 .... <br /> <br />:/ <br />* <br />I <br />I <br />g <br />I <br />....J.~fl.}.' <br />I <br />/ <br />I <br />I <br />I <br />I <br />L- <br />15'01: <br /> <br />CDV <br />ENTRY . <br /> <br />6.6' <br /> <br /> <br />{\ <br />\::",,,>. <br /> <br />53.7' <br /> <br />(h <br /><.1.<.) <br /> <br />s: <br /> <br />(() <br />V <br />V <br />o <br />b <br />o <br /> <br />z <br /> <br />\~ <br />y...... <br /> <br />I <br />FIR 5/8" <br />D.C. JOHNSON <br /> <br />lOT 8 <br /> <br />I '" <br />\::...'o~ \- <br />: I <br />TRACT or" hl <br />lANDSCAPE J I <br />BUFFER <br /> <br />" <br /> <br />CURVE DATA <br />RADIUS <br />75.00 <br /> <br />(P&M) <br />ARC <br />22.16 <br /> <br /> <br /> <br />DELTA ANGLE <br />16'55'43. <br /> <br />BEARING <br />N 08'51'49" W <br /> <br />DESCRIPTION: <br />LOT 9 MAP OR PLAT ENTITLED "CRESlVIEW 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 /> <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 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 ANDIOR 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 />... = 10' DRAINAGE EASEMENT <br /> <br />I~ <br />z <br />('<. SIR: 8 <br />:s...) "': <br />0.9' <br /> <br />w <br />~ <br />o <br />0::: <br />o <br /> <br />W <br />~ <br />~~ <br />-~ <br />j:::~ <br />Ze <br /><( <br />:r: <br />o <br />0::: <br />W <br />::;E <br /> <br />6.0' <br /> <br />'n. <br />"- <br />w <br />. I <br />In P <br />~ ti <br />u 2 <br />u ~ <br />8 ~ <br /> <br />N <br /> <br />0::- <br />D::" <br />u <br />0- <br />,) <br /> <br />LEGEND: <br />(C)= CALCULATED DATA, (0)= DEED DATA. (M)= MEASURED DATA, (Pl= 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 prPE. FIR= FOUND IRON ROD. FN6D= FOUND NAIL 6 DISK, FPP= FOUND PINCHED <br />PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.= MASONRY. OR- OFFICIAL RECORO BOOK, PB= PLAT BOOK. PCP= PERMANENT CONTROL POINT. PRM= PE~NENT <br />REFERENCE MONUMENT. R/W- RIGHT OF WAY, R- RADIUS, SIR=SET 1/2" IRON ROD 6 CAP No. 4493, SN6D= SET NAIL 6 DISK. TBM= TEMPORARY BENCHMARK, <br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL <br /> <br />O!~ <br />WAY) ( <br /> <br />JOHN R. BEACH Be 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 />Scole: <br /> <br />JRB <br />1"=30' <br /> <br />Drown By. <br /> <br />Square Feet: <br /> <br />SIlAS <br /> <br />Checked By. <br /> <br />8939.21 :l: lENNAR <br /> <br />NOT VAll 0 WITHOUT THE SIGNATURE AND Date of Survey. <br />THE ORIGINAL RAISED SEAL OF A FLORIDA ANAL 1/30/06 DJB <br />ICENSED SURVEYOR AND MAPPER <br />vis.!ons: FORM BOARD TIE-IN 9/20/05 AE. FOUNDATION TIE-IN 10/10/05 AE <br /> <br /> <br />DATE <br />SURVEYOR No. 2984 LB#4493 <br /> <br />?- <br /> <br />00 <br />