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<br />FINAL BO~NDARY SURVEY <br />LOT 9} , <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 />NORTHERL Y LOT LINE OF LOT 97 BEING S 89'.36'0.3" 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 />/<) <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 AND/OR REVISION. <br /> <br />1~L,() W&E:€f.\A\1,J,(,CI"\l bIZ, <br />4~2,-\ <br /> <br />CERTAIN DATA SHOWN HEREON BASED ON <br />ENGINEERING PLANS PROVIDED BY CLIENT. <br /> <br />STRUCTURE .~ I ES SHOWN HEREON ARE DER I VED <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 />w <br />> <br />0::: <br />o <br /> <br />II,,> SIR <br />'>0) <br /> <br /><0 <br />i' <br />I") <br />i' <br /> <br />r-... <br />:::;;: <br />~ <br />(L <br />'-'" <br /> <br />w <br /> <br />TRACT "E" <br />PARK <br /> <br /><0 <br />l[) <br />CO <br />I") <br />b <br />o <br /> <br />(f) <br /> <br />"'. S 89'36'03" W (P&M) 106.36' ,-;; <br />-1 '0 <br />~ .'" <br /> o. <br /><> J <br />Z. <br />0 <br /><> LOT 96 <br />;,. <br /> <br />FIR 5/8" <br />DC JOHNSON <br /> <br />(i~l <br />'6'0) <br /> <br />DESCRIPTION: <br />LOT 97 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 /> <br />EWED BY <br /> <br />(P&M) <br /> <br />CURVE <br />C49 <br /> <br />RADIUS <br />25.00' <br /> <br /> <br />DELTA ANGLE <br />89.45'01" <br /> <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 140.34' <br />GARAGE AREA: 139.90' <br />ELEVATIONS REFERENCED TO <br />NA TIONAL GEODETIC VERTICA <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />CHORD BEARING <br />N 44'2634" E <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" <br /> <br />COMMUNITY PANEL NO. <br /> <br />LEGEND: <br />IC)= 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. 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) ( <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 />Square Feet: <br /> <br />7674.48 :l:: <br /> <br />US HOME <br /> <br />Checked By. <br /> <br />JRB <br /> <br />Scale: <br /> <br /> <br />(')/ !zd,lo<- <br /> <br />ATE <br />lB#4493 <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey. FINAL 1/16/06 AE <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />liCENSED SURVEYOR AND MAPPER <br />Revisions: FORM BOARD TIE-IN 8/12/05 WWW <br />