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<br />FiNAl. BOUNDARY SURVEY <br />LOT 36 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br /> <br />SEC. 35 <br /> <br />, TWP. <br /> <br />25 S, RNG. <br /> <br />21 E, <br /> <br />BEARING BASIS: <br />NORTHERLY LOT UNE OF LOT 36 BEING N 89"21'04" E <br /> <br />N <br /> <br />THIS SURVEY 15 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 /> <br />UNDERGROUND FOOTER, STEM WALL. AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN, <br /> <br />PREPARED FOR & CERTIFIED TO: <br />NORTH AMERICAN TIlLE CO. <br />COMMONWEALTH LAND TIlLE INS. Co. <br />UNIVERSAL AMERICAN MGT <br />NGOC JUCHA <br /> <br />~ <br /> <br />w <br />--' <br /><<: <br />(J <br />VI_ <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 lOR REVISION, <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT, <br /> <br />TRACT 30 <br />ZEPHYRHILLS COLONY COMPANY LANDS <br />(PLAT BOOK 2. PAGE) <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 />TRACT "F" <br />LANDSCAPE <br />BUFFER <br /> <br />PLAT <br />, , _CBOUNDA=- <br /> <br />LOT 35 <br /> <br /> <br />89"21'04" E (P&M) 59.96' <br /> <br />*** <br /> <br />'v. <br />:0> <br />:~ <br /> <br />TRACT .C" <br />DRAINAGE <br />EASEMENT <br /> <br />'" <br />r-j <br /> <br />22.'5;' <br /> <br />~ <br />~ <br />~ <br />g <br />41 <br /> <br />'" <br />o <br />;., <br />!'1 <br />10 <br />o <br />;z <br /> <br />r; <br />~ <br />''b~ <br />J" <br /> <br />LOT 37 <br /> <br />'. ,':'C-<,S' <br />:'.:'.: - < " ,..,.' <br />PCP(P)"2;" C~C elJ . <0:;., '."' <br /> <br />ql'i~0c;.T~';,!k.9 . .. >- <br />...... ...:.:...>.... Q.. .'!fl. .~. ....,.9... ..... ..€i...... ....... ....................:....~...~.............,.... <br />............... ... ..IV......... ..' '"".......... <br />:..........,............:'et..:...<'........)~-->s.~(<...... <br />'FtC!l..:JVfls.l....#~lx............ .. <br />~......:....:S.. <br /> <br />CURVE <br />C24 <br />C2S <br /> <br />RADIUS <br />125.00' <br />125,00' <br /> <br />ARC LENGTH <br />20,25' <br />51.97' <br /> <br />CURVE DATA <br />DELTA ANGLE CHORD LENGTH <br />09'16'56" 20,23' <br />23'49'13" 51.59' <br /> <br />. = 10' DRAINAGE & UTIUTY EASEMENT <br />.. =, 5' DRAINAGE EASEMENT <br />... = 10' DRAINAGE EASEMENT <br /> <br />CHORD BEARING <br />S 66'00'27" E <br />S 69'27'22" E <br /> <br />P <br />P&M <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 143.47' <br />GARAGE AREA: 143.00' <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DA TUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />DESCRIPTION: <br /> <br />LOT 36 MAP OR PLAT ENTITLED "CRESNIEW 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 EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(C)= CALCULATED DATA, (0)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, ~ = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, CIS- <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, FN6D= FOUND NAIL 6 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 6 CAP No, 4493. SNaD= SET NAIL 6 DISK, TBIM= TE~PORARY 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 AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLDSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Drawn By. <br /> <br />SMS <br /> <br />Squ are Feet: <br /> <br />9322,72 :to <br /> <br />U:NNAR <br /> <br />Checked By. <br /> <br /> <br />~ <br /> <br />,,1031 <br /> <br />Scale: <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey. FINAL 11/2/05 GH <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: FORM BOARD TIE-IN 6/14/05 GH. FOUNDATION TIE-IN 7/5/05 WWW <br /> <br />, <br />No. 2984 <br /> <br />DATE <br />LB#4493 <br />