<br />PLOT, PLAN'
<br />LOT 60
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />, ,
<br />PRELIMINARY DRAWING:
<br />THIS PLAN IS FOR PERMITTING PURPOSES
<br />ONL Y, NOT FOR CONSTRUCTION. VERIFY
<br />ALL DIMENSIONS BEFORE ANY CONSTRUCTION.
<br />
<br />SKETCH ONLY
<br />NOT A BOUNDARY SURVEY
<br />
<br />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 60 BEING N 89"16'10" 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 />LEGEND:
<br />------ = PROPOSED DRAINAGE FLOW
<br />(00.00) = PROPOSED GRADE
<br />E-OO.OO = EXISTING GRADE
<br />
<br />b
<br />I')
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />W
<br />...J
<br /><(
<br />U
<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 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 />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />
<br /> LOT 85
<br />1/-2
<br />oS
<br />',9 89'16'10" 60.00'
<br />v.) N E
<br /> **
<br /> ,-- --I
<br /> 1 b b 1
<br /> 0 0
<br /> ) 1 ci ci ,
<br /> I') I')
<br /> , 1
<br /> I ,
<br />"0 I PATIO I
<br /> 0 10.00' A/CO 10.00'
<br /> 0 .ur Uj'u
<br /> 40'-0"
<br /> I 1
<br />LOT 61 ~ *' 1*
<br /> *1 PROPOSED PLAN ,*
<br /> 0 1446 - ELEV "A"
<br /> LO ....
<br /> to I <D, GARAGE LEFT 1
<br /> I
<br /> '<t ~ 1
<br /> b I
<br /> 0 ,
<br /> z 1
<br /> I I
<br /> ) 10.00' 10.00'
<br /> uuuru "fu
<br /> , I
<br /> 1- I~' .0 '0 I
<br />0",/ :~- .l~--
<br /> . :0 ;0
<br /> ~ * ~N ~N
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<br />
<br />#r 86
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<br />~'V
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<br />
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<br />
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<br />
<br />LOT 59
<br />
<br />o
<br />LO
<br />to
<br />'<t
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<br />o
<br />VJ
<br />
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<br />
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<br />.,
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<br />~'"
<br />
<br />48.05'
<br />
<br />.. --€>
<br />~C(P)
<br />
<br />W 80.00' .
<br />
<br />.4
<br />
<br />o.
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<br />---;;- ari :
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<br />
<br />'0
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<br />. ..o-----::r--
<br />.~-
<br />
<br />- r
<br />MERCHANlVlLLE CIRCLE
<br />(50'R/W)
<br />
<br />PROPOSED
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 127.00'
<br />GARAGE AREA:
<br />ELEVA TIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DATUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />DESCRIPTION:
<br />
<br />LOT 60 MAP OR PLAT ENTITLED "CRES1VIEW HILLS", AS
<br />RECORDED IN PLAT BOOK 53, PAGES 124 THROUGH 129,
<br />THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA.
<br />
<br />NOTES:
<br />LOT GRADING TYPE = A
<br />PROPOSED PAD ELEVATION = 126.50'
<br />FRONT SET BACK = 20'
<br />SIDE SET BACK = 7.5'
<br />REAR SETBACK = 15'
<br />
<br />OF
<br />
<br />LOT =_6600.~SQ. FT.
<br />LIVING AREA =-1~'1:2-_SQ. FT.
<br />ENTRY =_-AL-SQ. FT.
<br />GARAGE =-i1~L-SQ. FT.
<br />COVERED LANAI =_J:!LL-SQ. FT.
<br />PATIO =_120 SQ. FT.
<br />POOL AREA = __k:!za=SQ. FT.
<br />CONC. DRIVE 395 SQ. FT.
<br />A/C & CONC PAD =_~SQ. FT.
<br />SIDEWALK 35 SQ. FT.
<br />SIDE YARD SWALE = 1100 SQ. FT.
<br />CONSERVATION AREA =_!:!L~_SQ. FT.
<br />LOT OCCUPIED =_~%
<br />AREA TO IRRAGA TE =_~_%
<br />
<br />APPARENT FLOOD HAZARD ZONE: Y' COMMUNiTY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA. (D}= DEED DATA, (M)= MEASURED DATA, {Pl= 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 6 DISK, FPP' FOUND PINCHED
<br />PIPE, LFE= LOWEST FLOOR ELEVATION, MAS. = MASONRY, OR= OFFICIAL RECORD BOOK. PB= PLAT BOOK, PCP= PE~NENT CONTROL POINT, PRM= PERMANENT
<br />REFERENCE MONUMENT. R(W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD 6 CAP NQ. 4493, SN6D= SET NAIL 6 DISK, TBM= TEMPORARY BENCHMARK,
<br />U/P= UTILITY POLE, W/F= WOOD FENCE. (Rl = 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 />(813) 854-1276 FAX (813) 855-8370
<br />
<br />Drawn By:
<br />
<br />SMS
<br />
<br />Square Feet:
<br />
<br />6600.00 :I: LENNAR
<br />
<br />Checked By:
<br />
<br />JRB
<br />
<br />Scale:
<br />
<br />1"=30'
<br />
<br />
<br />>~~
<br />
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 6 5 05 BB
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />
<br />Revisions:
<br />
<br />2984
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