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<br />FINAL BOUNDARY SURVEY
<br />LOT 58
<br />CRESTVIEW HILLS
<br />P'A'5SCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />EASTERLY LOT LINE OF LOT 58 BEING S 00'4.3'50. E
<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 />b
<br />I')
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UT III TIES ARE NOT LOCA lED OR
<br />SHOWN,
<br />
<br />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT w
<br />
<br />PREPAREDFOR&CERTIFIEDT~EVIEWED B~.
<br />NORTH AMERICAN TITLE CO,
<br />NORTH AMERICAN TITLE INS. CO.
<br />MORTGAGE BY PREMIER
<br />FELICIA CACERES
<br />
<br />~
<br />
<br />DO NOT SCALE THIS PRINT, OIMENSIONS 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 ANDIOR REVISION,
<br />
<br />,~ fhy
<br />
<br />PC'('" I y cj ,,~ERCHA~rY~~LE CIRCLE
<br />~ - S M-16'10" W It
<br />7q71 fY}~(lc/-lI'/,-.Jn,)(LLE
<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 />w
<br />>
<br />0:::
<br />o
<br />
<br />1
<br />~@
<br />t=:..
<br />::EU
<br />o
<br />(Il..J
<br />(Ill-
<br />"0
<br />f56
<br />
<br /> ;t.:., (115,9')
<br /> ~ 20.1' ~'\ 15,0'
<br /> '0. \1,
<br /> I:'
<br /> a
<br /> 0
<br /> l{)
<br /> b
<br /> 0
<br /> l!;. Iii
<br />l!;. 1=' <D VIDA ..-..
<br />w '1 ::2
<br />w Z I 'i'
<br />I w m 3,5'X3,5' :& ~
<br />m :::i! <>: ~
<br />.<>: ~ :> ~ C/S-A/C ;., 1 STORY CL LOT 57
<br />:> 0 '-'
<br />0 .. ~ MASONRY
<br /> ll. U
<br />U Z ~ ... w
<br />z ;., 0 RESIDENCE
<br />0 ~ 0 '0,
<br />U
<br />N N 0
<br /> en LOT 58 l{)
<br /> 0 n
<br /> 0 9'\ (118,0') -q-
<br /> z (,,\\'1> 39,9' 15.0' b
<br /> ,....'1' !\"....,...... 0
<br /> 3')(8'
<br /> 7,2' : PAllO U)
<br /> _ 0,7' CONC WAlL
<br /> I'1llH 7' IRON FENCE :
<br />
<br />
<br />118,96
<br />(24' PAVEMENT)
<br />2' CONC CURB-E/p
<br />
<br />-~,
<br />
<br />.0
<br />- :~--:
<br />'"
<br />
<br />~ 4' CONC WALK
<br />(117.5"
<br />SIR /
<br />
<br />o
<br />I~
<br />
<br />I--
<br />::;;E
<br />
<br />0,
<br />'"
<br />b
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<br />:z
<br />
<br />
<br />..;: :;;:j (
<br />... "':: '" lIs, 6')
<br />....-------7-~----
<br />
<br />{J
<br />'/5'.
<br />
<br />* (111.9)
<br />S 89'16'1 a" W (P&M) 59,79'
<br />
<br />FIR 5/~B
<br />D,C, JOHNSON, tt> " "
<br />mACT F
<br />ANOSCAPE
<br />BUFFER
<br />"-"
<br />
<br />PCP(P)~
<br />' 60.29'
<br />_.. "-"-"-
<br />
<br />FIR 5/B'
<br />D,C, JOHNSON
<br />
<br />-:l ~
<br />- ~.. -"~PL:-"-~
<br />
<br />BOUNDARY
<br />
<br />~
<br />
<br />E/P
<br />
<br />PRETTY POND ROAD
<br />LOWEST FLOOR ELEVATIONS;
<br />LIVING AREA: 118.71'
<br />GARAGE AREA: 118.23'
<br />ELEVATIONS REFERENCED TO
<br />DESCRIPTION: NA TIONAL GEODETIC VERTICA
<br />LOT 58 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53, DATUM OF 1929. MEAN SEA
<br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "x" COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />CURVE DATA
<br />
<br />CURVE
<br />C35
<br />C36
<br />
<br />RADIUS
<br />25,00'
<br />25,00'
<br />
<br />(P&M)
<br />ARC LENGTH
<br />39.09'
<br />39,45'
<br />
<br />DELTA ANGLE
<br />B9'35'29"
<br />90'24 31"
<br />
<br />CHORD LENGlH
<br />35,23'
<br />35.4B'
<br />
<br />CHORD BEARING
<br />N 44'28' 25" E
<br />N 45'31'35" W
<br />
<br />LEGEND:
<br />(Cl= CALCULATED DATA. (0)= DEED DATA, (M)= MEASURED DATA. (P)= PLAT DATA, ~ = CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CVRB, 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= FOVND IRON ROD. .NBD= FOUND NAIL B DISK, FPP= FOUND PINCHED
<br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS, = MASONRY, OR= OFFICIAL RECOI~D 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, 44~3. SNBD= S__T NAIL B DISK. TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />O!~
<br />WAY I (
<br />
<br />JOHN R. BEACH Be ASSOCIATES, INC.
<br />SURVEYORS AND MAPPERS
<br />911 WEST ST, PETERSBURG DRIVE
<br />OLDSMAR, FLORIDA .34677
<br />(81.3) 854-1276 FAX (81.3) 855-8370
<br />
<br />Drawn By:
<br />
<br />SMS
<br />
<br />Square feet:
<br />
<br />9454,.34 :I:
<br />
<br />US HOME
<br />
<br />Checked By:
<br />
<br />Scale:
<br />
<br />JRB
<br />1"=.30'
<br />
<br />
<br />2/Z%k,
<br />
<br />NOT VAL I D WITHOUT THE SIGNA TURE AND ate of Survey:
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions: FORM BOARD TIE-IN 7/27/05 WWW
<br />
<br />FINAL 2/15/06 [)J8
<br />
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