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<br />FINAL ~OUNDARY SURVEY
<br />LQT t37
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TI'ILE CO.
<br />NORTH AMERICAN TI'ILE INS. CO.
<br />UNIVERSAL AMERICAN MORTGAGE CORP. LLC
<br />JANINE MOJADO
<br />
<br />1"
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<br />
<br />LOT 88
<br />
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<br />3:
<br />
<br />(lJ SIR
<br />9'8')
<br />
<br />LOT 89
<br />
<br />SIR
<br />
<br />N 89'36'03" E (P&M) 72.74'
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<br />MASONRY
<br />RESIDENCE
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<br />CURVE DATA (P&M)
<br />CURVE RADIUS ARC LENGTH
<br />C47 25.00' 39.09'
<br />
<br />DELTA ANGLE
<br />89'35'29"
<br />
<br />
<br />2' CONC CURB-EjP
<br />(20' PAVEMENT)
<br />N 89'16'10" E
<br />
<br />~
<br />DRIVE
<br />
<br />WEEHAWKEN
<br />(50'R/W)
<br />
<br />CHORD LENGTH CHORD BEARING
<br />35.23' S 44'28'28" W
<br />
<br />DESCRIPTION:
<br />LOT 87 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 />SEC.
<br />
<br />BEARING BASIS:
<br />
<br />"
<br />
<br />25 S, RNG,
<br />
<br />, TWP.
<br />
<br />21 E.
<br />
<br />NORTHERLY LOT UNE OF LOT 87 BEING S 89'36'03" W
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<br />1.0'
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<br />96.76'
<br />
<br />APPARENT FLOOD HAZARD ZONE; 'X' COMMUNITY PANEL NO, 120230 0295 D
<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 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 />I ~
<br />25,00'
<br />
<br />* = 10' DRAINAGE & UTILITY EASEMENT
<br />** = 5' DRAINAGE EASEMENT
<br />
<br />,;-PCP(P)
<br />
<br />
<br />IEWED B
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 142,84'
<br />GARAGE AREA: 142.4 7'
<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 />(C)= CALCULATED DATA, (D)= 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 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, (Rl = RADIAL
<br />
<br />Drawn By:
<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 />JRB
<br />
<br />SMS
<br />
<br />Checked By:
<br />
<br />Square Feel:
<br />
<br />8074.87 :!:
<br />
<br />US HOME
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date af Survey:
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA ~NAL 12/22/05 DJB
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 8/4/05 WWW
<br />Ce.rrs l'Zt~O\OS- Ce{~ 1\'':::'\00:,
<br />
<br />
<br />Scale:
<br />
<br />\\3\ 0<-0
<br />DATE
<br />LB#4493
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