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<br />
<br />FINAL BOUNDARY SURVEY
<br />LOT 94
<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 94 BEING S 89'36'03" W
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<br />3.0' 0'0 ' ,** '00
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<br />20,5' : - LJ C/S-A/C -: *
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<br />1 STORY MASONRY
<br />RESIDENCE
<br />#7610
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<br />3.0'
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<br />WALK
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<br />......2~.?:..... ,,,,,,. 47,9' J
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<br />3.0':~ ** ~:
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<br />5' CONC
<br />WALL
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<br />S 89'36'03" W (P&M) 106.95'
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<br />LOT 93
<br />
<br />DESCRIPTION:
<br />LOT 93 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN
<br />PLAT BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS
<br />OF PASCO COUNTY, FLORIDA.
<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 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 />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
<br />
<br />I FIR 5/8"
<br />D.C, JOHNSON
<br />eO') TRACT "E"
<br />~""'. PARK
<br />S 00'38'56' E
<br />;., ,(P&M)22.12'
<br />.n
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<br />'ixo
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<br />~~~;:;1'
<br />FIR 5/8'
<br />O,C. JOHNSON
<br />
<br />'" PLA T
<br />"--BOUNDARY
<br />
<br />NOT INCLUDED(P)
<br />'-S 00'21'38" E
<br />(P&M)37.88'
<br />
<br />FIR 5/8'
<br />D.C. JOHNSON
<br />
<br />'" PLA T
<br />"'--BOUNDARY
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 147,30'
<br />GARAGE AREA: 146.75'
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DATUM OF 1929, MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY P~\NEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(e)= CALCULATED DATA, (D)- DEED DATA, (M)= MEASURED DATA, (P)- PLAT DATA, t - 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, FN8D= FOUND NAIL 8 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 ROO & CAP No. 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK.
<br />U/P- UTILITY POLE, W/F= WOOD FENCE, (R) . RADIAL
<br />
<br />
<br />O!~
<br />WAY) '(
<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 />Drawn 8 y:
<br />
<br />Square Feet:
<br />
<br />SMS
<br />
<br />Checked By:
<br />
<br />JR8
<br />
<br />Scale:
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey: FINAL 11806 AE
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 7/5/05 GH
<br />
<br />6417,29 :l:
<br />
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