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<br />FINAL BOUNDARY SURVEY
<br />LOT 83
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC.
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE OF LOT 83 BEING N 89'36'03" 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 />,..,
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />~
<br />..J
<br /><<:
<br />(.)
<br />Ul.
<br />
<br />DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br />NOTES TAKE PREFERENCE.
<br />
<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TI'ILE CO.
<br />NORTH AMERICAN TI'ILE INS. CO,
<br />MELINDA WESTROM
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 139.74'
<br />GARAGE AREA: 139.29'
<br />ELEVA TIONS 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 PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />NO CORNER
<br />FOUND OR SET
<br />
<br />0.1'
<br />
<br />LOT 66
<br />
<br />LOT 65
<br />
<br />NOTE: CLOSURE UNE
<br />"A" TO "B"
<br />N 00'43"6" E (M) '02.30'
<br />
<br />'0.'"
<br />
<br />NO CORNER
<br />FOUND OR SET
<br />DUE TO EROSION &
<br />CONSTRUCTION
<br />"A"
<br />
<br />LOT 64
<br />
<br />CURVE RADIUS ARC LENGTH
<br />C43 75.00' 51.65'
<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 />... = 7.5' DRAINAGE EASEMENT
<br />
<br />LOT 82
<br />
<br />,-
<br />
<br />en
<br />~8
<br />;::rJ
<br />
<br />I '....v~.~ ~...I........<>fi~<
<br />'" .. ".:'>':t>:'::~:.:'/
<br />
<br />1~".lo?~;: ....N 68J;~F.I.~,mf/
<br />--'-- -- -*~ -- -- ;;:- -(i:~>
<br />q:"i'i\
<br />i~~~Ji
<br />':<;i'~~::.....
<br />,s ..~~~~IVE'
<br />
<br />SIR
<br />WlTlNESS CORNER
<br />':\ "B"
<br />,,:>0
<br />".
<br />~":>
<br />
<br />N 89'36'03" E (P) 110,00' f)-v'<9
<br />N 89'36'03" E (M) 108.00' '<l'o;,.,
<br />
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<br />o ~I
<br />q 81
<br />N
<br />VJ ~ 1
<br />(J1 ::E
<br />'-l F I
<br />
<br />
<br />.",
<br />~~
<br />
<br />::E
<br />
<br />.. I.. .. .. .... .....
<br />27.4'
<br />I
<br />"I
<br />"I
<br />1
<br />I
<br />I
<br />.....40..9.'
<br />j'
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<br />l
<br />(134.10')
<br />"-
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<br />cf0s.->,
<br />7
<br />0'09 0"
<br />''?0',4-
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<br />~-ii!-"'~c,<t- !j.
<br />cP O~ g.CSej'-
<br />-ii!-O il--o <8:~v~
<br /><"rY"Of>~
<br />(135. 70') <:)~'" va:"
<br />
<br />WED BY
<br />
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<br />"D
<br />R'
<br />(')
<br />.........
<br />
<br />\ ~~\O~c~
<br />....<<1 ~
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<br />..c\'.~\l /
<br />CO~~ 0""'--...-1
<br />~I'\"
<br />
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<br />N
<br />N
<br />(Xl
<br />
<br />"'~:I!"
<br />':F~
<br />
<br />LOT 84
<br />
<br />
<br />CURVE DATA
<br />DELTA ANGLE CHORD LENGTH CHORD BEARING
<br />39'27'14" 50.63' N 20'07'34" W
<br />
<br />P&M
<br />
<br />DESCRIPTION:
<br />LOT 83 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT
<br />BOOK 53, PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO
<br />COUNTY, FLORIDA.
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA, (D)= 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. PERMANf.~T CONTROL POINT, PRM= PERMANENT
<br />REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SNaD= SET NAIL a DISK, TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />Drawn By:
<br />
<br />O!~
<br />WAY I '(
<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 />JRB
<br />
<br />~~
<br />
<br />,'Z.-\~~ \07
<br />DATE
<br />LB#4493
<br />
<br />NOT VAL I D WITHOUT THE SIGNATURE AND Dale of Survey: FINAL 12/21/05 GH
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions: FORM BOARD TIE-IN 6/8/05 GH
<br />
<br />Square Feel:
<br />
<br />11519.39 :l:
<br />
<br />US HOME
<br />
<br />SMS
<br />
<br />Checked By:
<br />
<br />Scale:
<br />
<br />
<br />No. 2984
<br />
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