<br />lRACT "F"
<br />LANDSCAPE
<br />
<br />6000' - , 'J:?""
<br />('.'J>
<br />.00)
<br />
<br />PLOT PLAN
<br />LOT 32 '
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, Ft_ORIDA,
<br />PRELIMINARY DRAWING:
<br />THiS PLAN IS FOR PERMITTING PURPOSES
<br />ONLY, NOT FOR CONSTRUCTION. VERIFY
<br />All DIMENSIONS BEFORE ANY CONSTRUCTION,
<br />
<br />SKETCH ONLY
<br />NOT A BOUNDARY SURVEY
<br />
<br />LEGEND:
<br />----- = PROPOSED DRAINAGE FLOW
<br />(00.00) = PROPOSED GRADE
<br />E-OO.OO = EXISTING GRADE
<br />
<br />NOTES:
<br />LOT GRADING TYPE = C
<br />PROPOSED PAD ELEVATION
<br />FRONT SET BACK = 20'
<br />SIDE SET BACK = 7.5'
<br />REAR SETBACK = 15'
<br />LOT = 6600.00 SQ. FT.
<br />
<br />143.00'
<br />
<br />TRACT 30
<br />ZEPHYRHILLS COLONY COMPANY LANOS
<br />(PLAT BOOK 2, PAGE)
<br />
<br />PLAT
<br />BOUNDARY~
<br />
<br />N 89'21 '04" E
<br />
<br /> ':\
<br /> ",C
<br /> '\.
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<br /> \:
<br /> ~'
<br /> 0"\
<br /> S:
<br /> = 0
<br /> <Do
<br /> LO .
<br /> . 0
<br /> oo~
<br />LOT 31 I"l~
<br />b
<br /> 0
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<br />r-:--1--+--!~
<br />:!~ :~ I~ !~:
<br />I 1
<br />I I
<br />
<br />
<br />1.9..Q(:)':
<br />I
<br />1
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<br />*1
<br />I
<br />I
<br />I
<br />
<br />40'-0'
<br />
<br />io
<br />I
<br />'"
<br />~
<br />
<br />PROPOSED PLAN
<br />1446 - ELEV "C
<br />GARAGE RIGHT
<br />
<br />10.00'
<br />
<br />
<br />16.08'
<br />
<br />1
<br />I :
<br />1- _~+_~
<br />~f ~
<br />
<br />:
<br />
<br />*.:1 .,
<br />. .
<br />
<br />o.
<br />o.
<br />--;-:- ~ .
<br />
<br />89"21"04" W , '60.00'. ,
<br />I ': .~ \
<br />
<br />- It-
<br />MERCHANTVILLE CIRCLE
<br />(50'R/W)
<br />
<br />LOT = _ 66Q.~Q.<2._SQ. FT.
<br />LIVING AREA =_.11..1Q..._SQ. FT.
<br />ENTRY =__.J!!.___SQ. FT,
<br />GARAGE = __.J~L-SQ. FT.
<br />COVERED LANAI = __tUA-_SQ. FT.
<br />PATIO =__1,<2. SQ, F~
<br />POOL AREA =_~ A SQ. FT.
<br />CONC, DRIVE =_-..J~SQ. FT,
<br />A/C & CONC PAD =__~____SQ. FT.
<br />SIDEWALK =_.J~_SQ. FT.
<br />SIDE YARD SWALE =_-11Z0~_SQ. FT.
<br />CONSERVATION AREA =-1:1 L-SQ. FT,
<br />LOT OCCUPIED =_~_%
<br />AREA TO IRRAGATE =__2.J.___%
<br />
<br />DESCRIPTION:
<br />LOT 32 MAP OR PLAT
<br />PAGES ___ THROUGH
<br />
<br />SEC. 35
<br />
<br />25 S, RNG.
<br />
<br />21 E.
<br />
<br />, TWP.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE OF LOT 32 BEING N 89'21'04" 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 />II
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNOERGROUNO UTILITIES ARE NOT LOCATED OR
<br />SHDWN.
<br />
<br />~
<br />
<br />w
<br />-'
<br /><
<br />()
<br />VI.
<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 ANO IS SUBJECT TO
<br />CHANGE AND/OR REVISION.
<br />
<br />CERTAIN DATA SHOWN HEREON BASED ON
<br />ENGINEERING PLANS PROVrOED BY CLIENT.
<br />
<br />· = 10' DRAINAGE &UTIUTY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
<br />
<br />('ff
<br />
<br />("J
<br />
<br />: 19..Q9.: w
<br />
<br />I :gO
<br />. 0
<br />1 ~ci
<br />I b::::
<br />* 0
<br />1* U1
<br />I
<br />1
<br />I
<br />
<br />LOT 33
<br />
<br />10.00'
<br />
<br />\ .:\
<br />
<br />,,"
<br />.;!'",.
<br />
<br />1
<br />- I
<br />"
<br />101
<br />....
<br />'"
<br />
<br />\ .,
<br />",'"
<br />",.
<br />.;::'"
<br />
<br />. ~.50' ~ . . ---€l
<br />'- PC(P)
<br />
<br />.0
<br />.0
<br />~ ~====
<br />
<br />PROPOSED:
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 143.50'
<br />GARAGE AREA:
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICA
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />EFFEcn VE DATE: 9/30/92
<br />
<br />ENTITLED "CRESlVIEW HILLS", AS RECORDED IN PLAT BOOK ___.
<br />---. OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X"
<br />
<br />COMMUNITY PANEL NO, 120230 0295 D
<br />
<br />LEGEND:
<br />(C)= CALCULATEO DATA. (0)= OEED OATA. (M)= MEASURED DATA, (P)= PLAT DATA. ~ = CENTERLINE. A/C= AIR CONDITIONER, B/C- BACK OF CURB, C/S=
<br />CONCRETE SLAB. CH= CHORD, CHB- CHORO BEARING. CLF= CHAIN LINK FENCE. CONC= CONCRETE, COV.= COVERED, E/P- EDGE OF PAVEMENT, ESM'T= EASEMENT.
<br />F/C= FENCE CORNER, FCM= FOUNO CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR- FOUND IRON ROO. FNaD= FOUND NAIL 8 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 ROO a CAP No. 4493, SNaD= SET NAIL a DISK. TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE. (R) = RADIAL
<br />
<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 />Drawn By.
<br />
<br />Checked By.
<br />
<br />SMS
<br />JRB
<br />
<br />Scale:
<br />
<br />NOT VALlO WITHOUT THE SIGNATURE AND
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions:
<br />
<br />
<br />Square Feet:
<br />
<br />6600.00 :l:
<br />
<br />LENNAR
<br />
|