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<br />--.
<br />
<br />FINAL BOUNDARY SURVEY
<br />LOT 72
<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 />NORTHERLY LOT LINE OF LOT 72 BEING N 89'36'03" E
<br />
<br />N 89"36'03" E ':\ (M) 109.00' SIR
<br />~ m~~s0
<br />p" CORNER . <6)
<br />S 89"36'03" W..:;:'> (P) 110.00' "A" 0)
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<br />,.., ,.,.,.,. 48.0' " l' CONC
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<br />NOTE: CLOSURE LINE
<br />"A" TO "B"
<br />S 00"23'57" E (M) 60.00'
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<br />LOT 73
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<br />LOT 71
<br />
<br />REVIEWED BY
<br />
<br />~
<br />
<br />DESCRIPTION:
<br />LOT 72 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: Y' COMMUNITY PANEL NO. 120230 0295 D
<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 ANO 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 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 & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />
<br />
<br />LOT 76
<br />
<br />€
<br />
<br />w-
<br />
<br />LOT 77
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 132.79'
<br />GARAGE AREA: 132.47'
<br />ELEVA TIONS 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, (P)= PLAT DATA, t = CENTERLINE, A/C- AIR CONDITIONER, B/C= BACK OF CURB. CIS-
<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, FN6D= FOUND NAIL a 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 B CAP No, 4493, SNBD. SET NAIL B DISK, TBM= TEMPORARY BENCHMARK.
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<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 />JRB
<br />
<br />Scale:
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey: FINAL 2 17 D6 AE
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 8/26/05 WWW
<br />
<br />6600.00 :l:
<br />
<br />US HOME
<br />
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<br />DATE
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