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<br />
<br />FINAL ~OUNDARY SURVEY
<br />LOT "33
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />"'"
<br />
<br />LOT 132
<br />
<br />,. CONC
<br />RETAINING WALL
<br />
<br />.-..
<br />2
<br />. . . <Xl
<br />0..
<br />........
<br />
<br />LOT 131
<br />
<br />LOT 130
<br />
<br />CURVE DATA (P&M)
<br />
<br />CURVE
<br />C62
<br />C64
<br />
<br />RADIUS
<br />75.00'
<br />75.00'
<br />
<br />ARC LENGTH
<br />58.71'
<br />0,59
<br />
<br />DELTA ANGLE
<br />44'53' 49"
<br />00'27'13"
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 133 BEING N 89'21'04" E
<br />
<br />REVIEWED BY
<br />
<br />N
<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 />o
<br />n
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />DO NOT SCALE THIS PRINT. OIMENSIONS ANO
<br />~ NOTES TAKE PREFERENCE.
<br /><(
<br />~ DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br />PAGE INOICATES 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 />LCl
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<br />I .. ~.,~ '\ SIR.:
<br />
<br />I ~\ .
<br />I LOT 133 . \.
<br />
<br />J,.rTTlTr. ..~~.~
<br />20.9' WJJJ '''f.8'J 50.0' ':\
<br />3.5'X3.5' ~:'>
<br />I C/s-A/C ~~ "!. 4'0
<br />2 STORY N <D
<br />, \) :;:; MASONRY
<br />~-:. N RESIDENCE
<br />I \.>~
<br />
<br />I
<br />
<br />I (,~.] '0
<br />J .0J.f LANAI ~ 270'
<br />. ........... . COLUMN
<br />L 20.8' _ i;;; _ _ _ _ _;;;~ _ _ _ _ _ J
<br />0.3' : - - : ** 1.0'
<br />(,'1> S 89' 40' 41" W (P&M) 100.00' l\:!>9.A
<br />~~ ~ ~
<br />~~-
<br />
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<br />8.2' <( [L
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<br />
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<br />
<br />(J)
<br />en
<br />
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<br />
<br />8.0'
<br />
<br />SN&D
<br />
<br />LOT 134
<br />
<br />CHORO LENGTH
<br />57.28'
<br />0.59'
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 144.15
<br />GARAGE AREA: 142,81'
<br />ELEVA TIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICA
<br />DA TUM OF 1929. MEAN SEA
<br />LEVEL= 00,00 FT.
<br />
<br />CHORD BEARING
<br />S 22'46'13" E
<br />S 45'26'45" W
<br />
<br />DESCRIPTION:
<br />
<br />lOT 133 MAP OR PLAT ENTITLED "CRESlVIEW 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 EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA, (0)= DEED 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, SN&D= SET NAIL & DISK TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />Drown By.
<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 />Checked By.
<br />
<br />SMS
<br />JRB
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey.
<br />THE ORIGINAL RAISED SEAL OF A FLORIOA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: STEM WALL TIE-IN 8/26/05 WWW, FOUNDATION
<br />
<br />Square Feet:
<br />
<br />9907.57 :I:
<br />
<br />lENNAR
<br />
<br />Scole:
<br />
<br />
<br />SURVEYOR No. 2984
<br />
<br />DATE
<br />lB#4493
<br />
<br />1"=30'
<br />
<br />62Jh~ rZl(~d }Q$
<br />
<br />FINAL 12/28/05 DJB
<br />TIE IN 9/29/05 DJB
<br />
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