<br />FINAL BOUNDARY SURVEY
<br />LOT 16
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
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<br />SEC. 35
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<br />BEARING BASIS:
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<br />NORTHERLY LOT LINE OF LOT 16 BEING N 89'36'03" E
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<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TITLE CO.
<br />NORTH AMERICAN TITLE INS. CO.
<br />UNIVERSAL AMERICAN MORTGAGE CORP. LLC
<br />ZILEHUMA ELAHI & SOHAIL MALLICK
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<br />LOT 17
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<br />S 89'36'03" W (P&M) 111.48'
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<br />LOT 15
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<br />DESCRIPTION:
<br />LOT 16 MAP OR PLAT ENTITLED "CRES1VIEW HILLS", AS RECORDED IN PLAT BOOK 53,
<br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUN1Y, FLORIDA.
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<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNI1Y PANEL NO. 120230 0295 D
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<br />,TWP. 25 S, RNG.
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<br />21 E.
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<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,
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<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIDED BY CLIENT,
<br />
<br />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
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<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 128.34'
<br />GARAGE AREA: 127.81'
<br />ELEVATIONS REFERENCED TO
<br />NA TIONAL GEODETIC VERTICAL
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
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<br />EFFECTIVE DATE: 9/30/92
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<br />LEGEND:
<br />(C)= CALCULATED DATA. (D)= DEED DATA, (M)= MEASURED DATA. (Pl= 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. FNaD- 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 a CAP No. 4493, SNaD= SET NAIL a DiSK, T8M= TEMPORARY BENCHMARK.
<br />U/P- UTILITY POLE, W/F= WOOD FENCE, (R) - RADIAL
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<br />JOHN R. BEACH Be ASSOCIATES. INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST, PETERSBURG DRIVE
<br />OLDSMAR, FLORIDA 34677
<br />(B13) B54-1276 FAX (813) 855-8370
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<br />Drawn By.
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<br />Square Feet:
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<br />SMS
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<br />Checked By.
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<br />JRB
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<br />Scale:
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<br />NOT VALID WITHOUT THE SIGNATURE AND Date of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 08/02/05 AE
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<br />6679.28 :!:
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