|
<br />FINAL BOUNDARY SURVEY
<br />LOT 28
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />
<br />SEC. 35
<br />
<br />, TWP.
<br />
<br />25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTI-lERL Y LOT LINE OF LOT 28 BEING N 89"21'04" E
<br />
<br />PREPARED FOR & CERTIFIED TO:
<br />NORTH AMERICAN TITLE CO,
<br />NORTH AMERICAN TITLE INS. CO.
<br />JEFFREY ROSEN
<br />
<br />~~2 S-
<br />/7lt3
<br />
<br />N
<br />
<br />o
<br />'"
<br />
<br />~
<br />
<br />w
<br />-'
<br /><(
<br />U
<br />ilL
<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 />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 ANDIOR REVISION.
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVIDED BY CLIENT.
<br />
<br />STRUCTURE TIES SHOWN HEREON ARE DERIVED
<br />m ,; fl (./-/ IINlll ILL e OUR I NG CONSTRUCT I ON AND MAY VARY UPON
<br />COMPLETION. (FORM BOARDS, FOUNDATION, OR
<br />STEM WALLS)
<br />
<br />lRACT 30
<br />ZEPHYRHILLS COlONY COMPANY LANDS
<br />(PLAT BOOK 2, PAGE)
<br />
<br />PLAT
<br />BOUNDARY\
<br />
<br />-"-"-"-
<br />
<br />flR SIB'
<br />D.C. JOHNSON
<br />
<br />N 89'21'04" E (P&:M) 60.00'
<br />130.8') ::- ~,:!>']..i)
<br />. ***.
<br />(133.3') :: (\:!>S.2')
<br />,. - - :",---:;"=- - --,
<br />~re .~~ I
<br />
<br />I
<br />
<br />I
<br />
<br />o
<br />o
<br />o
<br />
<br />3'XB'
<br />PAllO
<br />
<br />~
<br />~
<br />~
<br />Q..
<br />'-../
<br />
<br />...1..
<br />\0,0'
<br />
<br />;j....,..
<br />10,0'
<br />
<br />40.0'
<br />LOT 28
<br />
<br />i'
<br />~..,'O
<br />
<br />(,~
<br />.<)
<br />
<br />LOT 27
<br />
<br />I
<br />I
<br />I ."..
<br />to I ...,
<br />lI) * ...
<br />
<br />~ *1
<br />8 I
<br />I
<br />10.0'
<br />"'I-\'
<br />I 0.~~2CO'
<br />I COLUMN
<br />
<br />I
<br />
<br />
<br />3:
<br />
<br />1 STORY
<br />MASONRY
<br />RESIDENCE
<br />#7743
<br />
<br />;.,
<br />ui
<br />'"
<br />
<br />z
<br />
<br />:::-
<br />roo
<br />::!
<br />0,,:
<br />\2.4'
<br />
<br />(l3~.OJ
<br />
<br />'"
<br />
<br />G-- . . -^v- 106.~ .
<br />PC(P) .../
<br />
<br />SIR -
<br />(135.6'
<br />
<br />*
<br />
<br />4' CONC WAL!5 .
<br />
<br />S 89'21'04"
<br />
<br />o.
<br />-...-- 0
<br />-u-i:
<br />N.
<br />
<br />.
<br />2' CONC CURB-E/P
<br />
<br />(20' PAVEMENT)
<br />
<br />REVIEWED BY
<br />
<br />- <r
<br />MERCHANlVlLLE CIRCLE
<br />(50'R/W)
<br />
<br />I~
<br />
<br />DESCRIPTION:
<br />LOT 28 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 />I
<br />I
<br />I
<br />I * ~
<br />I * ~
<br />I 8
<br />I
<br />
<br />· = 10' DRAINAGE &:UTllITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
<br />
<br />. t' TRACT "F'
<br />LANDSCAPE
<br />BUFFER
<br />FIR SIB'
<br />O.C. JOHNSON
<br />
<br />o
<br />o
<br />o
<br />
<br />~
<br />~
<br />~
<br />Q..
<br />'-../
<br />
<br />w
<br />
<br />LOT 29
<br />
<br />(f)
<br />
<br />3.S'X3.S'
<br />C/S-A/C
<br />
<br />(\:!>S.7')
<br />
<br />SIR ')
<br />~,:!>1.&
<br />
<br />: *:=::
<br />.N
<br />
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 136.70'
<br />GARAGE AREA: 136.28'
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DA TUM 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 />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, 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, RIW' RIGHT OF WAY, R. RADIUS, SIR=SET 1/2" IRON ROD a CAP No. 4493, SN8D= SET NAIL a DISK, TBM' TEMPORARY BENCHMARK,
<br />U/P. UTILITY POLE, W/F= WOOD FENCE, (R) = RADIAL
<br />
<br />O!~
<br />WAY) (
<br />
<br />JOHN R. BEACH Be 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 />Drown y:
<br />
<br />Square Feet:
<br />
<br />SMS
<br />
<br />Checked By:
<br />
<br />JRB
<br />
<br />Scale:
<br />
<br />1"=30'
<br />
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey:
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions; FORM BOARD TIE-IN 7/5/05 GH
<br />
<br />FINAL 2/13/06 DJB
<br />
<br />6600.00 :I: US HOME
<br />
<br />
<br />z.. /I (~ /()(p
<br />
<br />DAlE
<br />D SURVEYOR No. 2984 LB#4493
<br />
|