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<br />FINAL BOUNDARY SURVEY <br />LOT 29 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br /> <br />SEC. 35 <br /> <br />BEARING BASIS: <br /> <br />,TWP. 25 S, RNG. <br /> <br />21 E. <br /> <br />NORTHERLY LOT LINE OF LOT 29 BEING N 89'21'04" E <br /> <br />PREPARED FOR AND CERTIFIED TO: <br />NORTH AMERICAN TITLE CO. <br />NORTH AMERICAN TITLE INS. CO. <br />DAVID ROLEAU <br /> <br />t+\cZlL, <br /> <br />77~9 <br /> <br />f\1 t.=" ItcH AN nJr L L t3 <br /> <br />TRACT 30 <br />ZEPHYRHILLS COLONY COMPANY LANDS <br />(PLAT BOOK 2, PAGE) <br /> <br />PLAT <br />BOUNDARY~ . <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 />o <br />r<) <br /> <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />w <br />--' <br />0<: <br />U <br />VI. <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 ANO MAY VARY UPON <br />COMPLETION. (FORM BOARDS, FOUNDATION, OR <br />STEM WALLS) <br /> <br />. = 10' ORAINAGE &UTILlTY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br />... = 10' DRAINAGE EASEMENT <br /> <br />t?", <br />"'''J <br /> <br />- . -60'.0' -0' ~")'~L~N~St;~~ <br />N 89'21'04" E (P&M) e J _ BUFFER <br />FIR 5/B" <br />DC JOHNSON <br /> <br />FIR 5/B" <br />DC JOHNSON <br /> <br />*** <br /> <br />" <br />!?'J- <br /><;::"j <br /> <br />II :~ - t?",~: - - {~ <br /> <br />: ..1+ : I" <br />: .,'I>~ 0 <br /> <br />~io; ~ <br />I <br />I <br />I <br />;... I <br />~ : <br />I ~ <br />CX) <br />I b <br />I 0 <br />lJ.O' <br />r5J <br />''>J <br />3' CONC I <br />:~_ _WALK _I <br /> <br />: N * ~ <br />S 89'21'04" W (P&M) 60.00' <br /> <br />o I <br />~id.o; <br />1.:-, <br />,-... !b'? <br />~ <;::"jl <br />0... I <br /> <br />---- LA.NAI---~ N <br />_---- __~"..o <br /> <br />21.7' <br /> <br />lB.4' <br /> <br />I-STORY <br />MASONRY <br />RESIDENCE <br />#7749 <br /> <br />LOT 28 <br /> <br />:s: *1 u <br />*~< <br />~~ E I ~ <br />CO L:~ <br />~ p <br />I <br />I <br />.11:~: <br /> <br />,"'1>' <br />~I ~: <br />---ci: <br />N N. <br /> <br />16.0' <br />CONC <br />DRIVE <br /> <br />7.7' <br /> <br />z <br />t?u' <br />~~ <br /> <br />20.0' <br /> <br /> <br />COVEREO <br />ENTRY <br /> <br />G-- . . ----.I'y-- 16.6.~ . <br />PC(P) .-/ <br /> <br />I?",.> <br />'6'. <br />. SIR J <br /> <br /> <br />4' CONC WALK <br /> <br />O' <br />to: ~ <br /> <br />',n <br />.N <br /> <br />2' CONC CURB - E/P <br /> <br />REVIEWED BY <br /> <br />- <r <br />MERCHANTYILLE CIRCLE <br />(50'R/W) <br /> <br />DFSCRlr <br /> <br /> <br />LOT 29 MAP OR PLAT ENTITLED "CRESlVIEW HILLS", AS RECORDED IN <br />PLAT BOOK 52_. PAGES JldL. THROUGH 192. OF THE PUBLIC RECORDS <br />OF PASCO COUNTY, FLORIDA. <br /> <br />t?",.> <br />'0) <br /> <br />,-... <br />~ <br />~ <br />0... <br />'-" <br /> <br />w <br /> <br />LOT 30 <br /> <br />Vl <br />6' <br />!b' <br /><;::"j <br /> <br />0,' <br />9>' <br /><;::"j SIR <br /> <br />'0 <br />'''; <br /> <br />o' <br />,n' <br />N' <br /> <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 139.23' <br />GARAGE AREA: 138.70' <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br /> <br />APPARENT FLOOD HAZARD ZONE: Y' 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, t = 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. ES~'T= EASEMENT, <br />F/C. FENCE CORNER, FCM. FOUND CONCRETE MONUMENT, FIP- FOUND IRON PIPE, FIR= FOUND IRON ROD. FNaD- 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. 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 />rawn By. <br /> <br />Square Feet: <br /> <br />SMS <br /> <br />Checked By. <br /> <br />JRB <br /> <br />Scale: <br /> <br />1"=30' <br />FINAL SURVEY 2 13 06 JBS <br /> <br />6600.00 :l: <br /> <br />US i-JOME <br /> <br />NOT VAL lOW I THOUT THE SIGNA TURE AND Dote of Survey. <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: FORM BOARD TIE IN 7/5/05 GH <br /> <br />