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<br />SEC.
<br />
<br />35
<br />
<br />, TWP.
<br />
<br />25 S, RNG.
<br />
<br />21 E.
<br />
<br />FINAL BOUNDARY SURVEY
<br />LOT 19
<br />CRESTVIEW HILLS REVIEWED B
<br />PASCO COUNTY, FLORIDA.
<br />
<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TITLE CO.
<br />NORTH AMERICAN TITLE INS. CO.
<br />UNIVERSAL AMERICAN MORTGAGE CORP. LLC
<br />TANIA VALDEZ
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<br />D.C, JOHNSON
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<br />TRACT "F" I
<br />LANDSCAPE
<br />BUFFER
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<br />3:
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<br />CURVE
<br />C18
<br />C19
<br />
<br />ARC LENGTH
<br />26,02'
<br />46,1D'
<br />
<br />RADIUS
<br />125,00
<br />125,00'
<br />
<br />BEARING BASIS:
<br />RTHERL Y LOT LINE OF LOT 19 BEING N 45'03'23" E
<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 />(~(, '+'1
<br />
<br />
<br />UNDERGROUND FOOTER. STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN '
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<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 />46L,-\
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIDED BY CLIENT,
<br />
<br />TRACT "B"
<br />DRAINAGE
<br />EASEMENT
<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 & UTILITY EASEMENT
<br />** = 5' DRAINAGE EASEMENT
<br />*** = 10' DRAINAGE EASEMENT
<br />
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<br />LOT 20
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<br />S 89'36'03" W (P&M) 113.18'
<br />
<br />LOT 18
<br />
<br />CURVE DATA
<br />DELTA ANGLE CHORD LENGTH
<br />11'55'35" 25.97'
<br />21'07'42 45.83'
<br />
<br />CHORD. BEARING
<br />N 05'33'50 E
<br />N 22'05'29" E
<br />
<br />P
<br />P&M
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 124.11'
<br />GARAGE AREA: 123.78'
<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 />DESCRIPTION:
<br />LOT 19 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 />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LEGEND:
<br />(Cl= 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, FNaD= 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, SNaD= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />Drawn By:
<br />
<br />Square Feet:
<br />
<br />9708,92 :l: US HOME
<br />
<br />O!~
<br />WAY I '(
<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 />Scole:
<br />
<br />
<br />1"=30'
<br />
<br />~ OII\~~Ofo
<br />DATE
<br />No. 2984 LB#4493
<br />
<br />NOT VAL lOW I THOUT THE SIGNATURE AND Date of Survey: FINAL 1/16/06 GH
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 8/30/05 WWW
<br />
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