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<br />FIN/;!L "BOUNDARY SURVEY
<br />LOT 25
<br />CRESTVIEW HILLS "
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />, TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTI-lERL Y LOT LINE OF LOT 25 BEING N 89'21'04' E
<br />
<br />N
<br />
<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TITLE CO.
<br />NORTH AMERICAN TITLE INS, CO.
<br />BANK. OF AMERICA
<br />DAVID VASQUEZ
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<br />TRACT 30
<br />ZEPHYRHILLS COLONY COMPANY LANDS
<br />(PLAT BOOK 2, PAGE)
<br />
<br />PLAT
<br />BOUNOARY~
<br />
<br />TRACT 'F"
<br />LANDSCAPE
<br />BUFFER
<br />
<br />
<br />TRACT "B"
<br />DRAINAGE
<br />EASEMENT
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<br />N 89'21'04" E (P&M) 51.34'
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<br />FIR 5/S"
<br />D.C. JOHNSON
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<br />LOT 24
<br />
<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 ANDIOR 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 &UTILlTY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />*.~ = 10' DRAINAGE EASEMENT
<br />.... = 7.5' DRAINAGE EASEMENT
<br />
<br />LOT 26
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<br />REVIEWED BY
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<br />MERCHANTVILLE
<br />CIRCLE (50'R/W)
<br />
<br />CURVE DATA
<br />
<br />
<br />ARC LENGTH
<br />2.98'
<br />45..34'
<br />9.66'
<br />
<br />DELTA ANGLE
<br />02'16'37"
<br />34'3615"
<br />07'22'49.
<br />
<br />CHORD
<br />2.9S'
<br />44.65'
<br />9.65'
<br />
<br />
<br />NGTH CHORD BEARING
<br />N 4611'42" E
<br />N 64'39'08" E
<br />N 85'3939" E
<br />
<br />(P)
<br />(P&M)
<br />(P)
<br />
<br />DESCRIPTION:
<br />LOT 25 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53,
<br />PAGES 124 THROUGH 129, OF THE PUBLIC ~ECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: Y" COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 130.57'
<br />GARAGE AREA: 130.08'
<br />ELEVATIONS REFERENCED TO
<br />NA T10NAL GEODETIC VERTICA
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />eC)= CALCULATED DATA. (0)= DEED DATA, (M)= MEASURED !DATA, (1')= PLAT DATA. ~ = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
<br />CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING. CLF= !HAIN LINK FENCE. CONC= CONCRETE, COV.= COVERED. E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT.
<br />F/c= FENCE CORNER, FCM= FOUND CONCRETE MONUMEN , Flp= FOUND IRON PIPE, FIR= FOUND IRON ROD, FNaD= FOUND NAIL & DISK, Fpp= FOUND PINCHED
<br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, 0 = 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 N~. 4493, SN&D= SET NAIL a DISK, TBM= TEMPORARY BENCHMARK.
<br />U/p= UTILITY POLE. W/F= WOOD FENCE, (R) = RADIAL I
<br />
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<br />
<br />JOHN R, BEACH & ASSOCIATES,. C,
<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 />Square Feet:
<br />
<br />SMS
<br />
<br />Checked El y:
<br />
<br />Scale:
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date of Surve~
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 7/20/05 WWW
<br />
<br />FINAL 2/9/06 DJB
<br />
<br />9333.09 :!:
<br />
<br />US HOME
<br />
<br />()~II.pIot;,
<br />
<br />DATE
<br />LB#4493
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