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<br />FINAL BOUNDARY SURVEY <br />LOT .85 <br />CgESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br /> <br />SEC, 35 <br /> <br />25 S, RNG. <br /> <br />21 E. <br /> <br />, TWP. <br /> <br />BEARING BASIS: <br />SOUTHERLY lOT LINE OF lOT 85 BEING S 89i6'10. W <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 />b <br />I') <br /> <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 />In. <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br />REVIEWED BY <br /> <br />I~~~ <br /> <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 />WEEHAWKEN DRIVE <br />(50'R/W) <br />-If. <br /> <br />: '-PCP(P) <br />:z . <br />.::::::::.- ~ . <br />--4~~: <br />-....-.~~:~ <br />~\~.1') <br />Flf1 5/8" <br />/Vo fO <br /> <br />/ <br />/ <br />/ <br />/ <br />:/ <br />/ <br />/ <br />/ <br />/ <br />.1. . ~~..-!' .... _:~AN~~,~ ~ <br />/ <br />/ <br />/ <br />L__-,--_ <br />"'* <br /> <br />(137.4') <br /> <br />:z <br /> <br />o <br />" <br />oj <br />O:l <br />(,.j" <br />I\) <br /> <br />r<1 <br /> <br />LOT 84 <br /> <br />"""" <br />lJ <br />R> <br />~ <br />'-" <br /> <br />t'J <br />q <br /> <br />..--.. <br />::0 <br />'-" <br /> <br />rl.ts <br />.>) <br /> <br />ri.tS <br />'0) <br /> <br />(20' PAVEMENT) <br />2' CONC CURB-E/P <br />~ .. <br /> <br /> <br />. .4' CONC WALK <br /> <br />FIR 518": <br />:: ~ N~I~ ~ . g~~. <br />r -'- -::::: :~':. <br />/ C~C . . 16:0" <br />/ WALK <br />"'l",.r <br />lq.J' <br /> <br />(IJa6, <br />. J <br />FIR 5/8" <br />D.C. JOHNSON <br /> <br />:~T <br />. - <br /> <br />: I <br />~....... <br />lo!3' <br />I <br /> <br />(IJ7.5J <br /> <br /> <br />20.0' " <br />-..'" <br />-:::" <br /> <br />Ul <br />o <br />q <br />~ <br />0-1 <br />(.Jl <br />o <br /> <br />'" <br />'" <br />=--t <br /> <br />1 <br />I <br />I <br />I <br />1* <br />1* <br />I <br />1 <br />I <br />ri.t> I <br />24.7' ..t) 10.4' <br />3"X3' VIM f'r' <br />C/S-A/C : I <br />'(.. (\36.9') ~ : 1 <br />o. <br />~ CONC WAL=- ..} J <br /> <br />~) <br />~\;"'. <br />~\;;.1') <br /> <br />FIR 5/8" <br />NO 10 <br /> <br />1 STORY <br />MASONRY <br />RESIDENCE <br /> <br />'" <br />'" <br />q <br /> <br />rrt <br /> <br />LOT 86 <br /> <br />---. <br />lJ <br />R> <br />s:: <br />'--/ <br /> <br />lOT 85 <br /> <br />-\, <br />". <br />-:::" <br />15.4' <br /> <br />o <br />o <br />o <br /> <br />;N <br />.", <br />:~ <br /> <br /> <br />FIR 5/8" <br />NO /0 <br /> <br />LOT 61 <br /> <br />o <br />4 <br /> <br />CURVE DATA (P&M) <br />CURVE RADIUS ARC LENGTH <br />C45 75.00' 11.40' <br /> <br />DELTA ANGLE <br />08'42'22 <br /> <br />CHORD LENGTH CHORD BEARING <br />11.39 N 86'2239" W <br /> <br />73.72' <br /> <br />o <br />~. <br /> <br />LOT 59 <br /> <br />LOT 60 <br /> <br />DESCRIPTION: <br />LOT 85 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT <br />BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO <br />COUNTY, FLORIDA. <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 D <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LI V1NG AREA: 138.78' <br />GARAGE AREA: 138.29' <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICA <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />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, B/C- BACK OF CURB, C/S= <br />CONCRETE SLAB, CH- CHORD. CHB= CHORD BEARING. CLF= CHAIN LINK FENCE, CONC. CONCRETE, COV.= COVERED, t/P'~ EDGE OF PAVEMENT, E$M'T= EASEMENT, <br />F/C= FENCE CORNER, FCM. FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN6D= FOUND NAIL a DISK, FPP= FOUND PINCHED <br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.- MASONRY, OR- OFFICIAL RECORD BOOK, PB= PLAT BOOK, pcp- PERMANENT CONTROL ~OINT. PRM- PERMANENT <br />REFERENCE MONUMENT. R/W- RIGHT OF WAY, R- RADIUS, SIR-SET 1/2" IRON ROD a CAP No. 4493, SNaD= SET NAJL a 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 & 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 VALID WITHOUT THE SIGNATURE AND Dote of Survey. <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br />Revisions: FORM BOARD TIE-IN 9/29/05 WWW, <br /> <br />Drown By. <br /> <br />Square Feet: <br /> <br />7186.51 :!: <br /> <br />lENNAR <br /> <br />Checked By. <br /> <br />SlAS <br />.lRB <br /> <br />Scale: <br /> <br /> <br /> <br />1"-30' <br /> <br />Q <br /> <br />DATE' <br />LB#4493 <br /> <br />FINAL 2/13/06 DJB <br />10/27/05 FOUNDATION TIE IN TV <br />