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<br />FINAL BOUNDARY SURVEY
<br />~OT 3"
<br />CRESTVI.EW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />REVIEWED BY
<br />
<br />MERCHANTVILLE CIRCLE
<br />(50'R/W)
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<br />p.C. JOHNSON
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<br />SEC. 35
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<br />,TWP. 25 S, RNG.
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<br />21 E.
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<br />B.6'
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<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 3 BEING N 89'16'10" E
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<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 STORY
<br />MASONRY RESIDENCE
<br />#7517
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<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
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<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
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<br />0) PLA T
<br />,BOUNDARY
<br />-~_.- ----
<br />TRAcrl'K' PRETTY POND ROAD
<br />ADDITIONAL (PLAT BOOK 2, PAGE 6)
<br />R/W
<br />
<br />S 89'16'10" W (P&M) 75.00'
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 120.60'
<br />GARAGE AREA: 120.13'
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICA
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />DESCRIPTION:
<br />LOT 3 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''
<br />
<br />LEGEND:
<br />(Cl= 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.= CDVERED, 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 ROD 8 CAP No. 4493. SNaD' SET NAIL 8 DISK, TBM= TEMPORARY BENCHMARK.
<br />u/p. UTILITY POLE. W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />Drawn By.
<br />
<br />O!~
<br />WAY) (
<br />
<br />JOHN R. BEACH Be ASSOCIATES, INC,
<br />SURVlEYORS 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 />Square Feet:
<br />
<br />8625.00 :l:
<br />
<br />LENNAR
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey: FINAL 3 7 06 AE
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE IN 10/10/05 WWW, 10/27/05 FOUNDATION TIE IN TV. UPD
<br />
<br />
<br />Scale:
<br />
<br />ItS\OC.
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