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<br />FINAL BOUNDARY SURVEY
<br />LOT 27
<br />CRE3TvllEW HILLS
<br />PASCO COUNTY, FLORIDA,
<br />
<br />PLAT
<br />BOUNDARY\
<br />
<br />-"-
<br />
<br />FIR 5/8"
<br />D.C. JOHNSON
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<br />
<br />LOT 26
<br />
<br />(131.<')
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<br />PC(P) J
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<br />46.37'
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<br />SEC. 35
<br />
<br />, TWP.
<br />
<br />25 S, RNG.
<br />
<br />21 E,
<br />
<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 27 BEING N 89"21'04" E
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<br />
<br />2' CONC CURB-E/P
<br />(PAVEMENT)
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<br />
<br />TRACT 30
<br />ZEPHYRHILLS COLONY COMPANY LANDS
<br />(PLAT BOOK 2, PAGE)
<br />
<br />N 89'21'04" E (P&M) 60.00'
<br />
<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 />,- ---:",- - - - - :;:;- ---,
<br />1 :~ i- :~. 1
<br />1 3.5'X3,5' I
<br />,;";>' c/S-A/C
<br />Z..I. ~ 0 i!-..,....I
<br />~. 16.9'0' 15,0;
<br />\::,;';'
<br />
<br />***
<br />
<br />15.0'
<br />J
<br />
<br />LANAI
<br />
<br />()13,1'
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<br />LOT 27
<br />
<br />UNDERGROUND FOOTER, STEM WALL. AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />00 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 lOR 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 />
<br />TRACT "F"
<br />LANDSCAPE
<br />BUFFER
<br />
<br />FIR 5/8'
<br />D.C. JOH~ON
<br />(1.1.0
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<br />(13)
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<br />
<br />LOT 28
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<br />1
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<br />~ E~~Y 1 STORY
<br />!i MASONRY
<br />~:<l RESIDENCE
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<br />\:: 30.0'
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<br />15.0'
<br />,..,.,'1'...
<br />
<br />- ~
<br />REVIEWED B~ERCHA~5Tt~~LE CIRCLE
<br />
<br />
<br />15.0'
<br />.1'...
<br />
<br />. . . ;6,0' -
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 135,27'
<br />GARAGE AREA: 134.81'
<br />ELEVATIONS REFERENCED TO
<br />NA TIONAL GEODETIC VERTlCA
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00,00 FT.
<br />
<br />EFFECTIVE DATE: 9/30/92
<br />
<br />DESC I
<br />LOT 27 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53,
<br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0295 D
<br />
<br />LEGEND:
<br />IC)= CALCULATED DATA, (0)= DEEO 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, SNao= SET NAIL & DISK, TBM- TEMPORARY BENCHMARK.
<br />U/P- UTILITY POLE. W/F= WOOD FENCE, (R) - RADIAL
<br />
<br />O!~
<br />WAY I '(
<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 />Drown By.
<br />
<br />Square Feet:
<br />
<br />SMS
<br />
<br />Checked By:
<br />
<br />Scale:
<br />
<br />JRB
<br />1"=30'
<br />
<br />
<br />NOT VALiD WiTHOUT THE SIGNATURE AND Dote of Survey.
<br />~7~EN~~~G~~~~E~~~S~~DS~:~P~~ A FLORIDA FINAL 2/9/06 DJB
<br />
<br />Revisions: FORM BOARD TIE-IN 7/20/05 WWW
<br />
<br />6600.00 :I:
<br />
<br />US HOME
<br />
<br />~ e~\'Cloc:
<br />BEACH DATE
<br />EG. LAND SURVEYOR No. 2984 LB#4493
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