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<br />. PL,GT. PLAN
<br />LOT 98 ,
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<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 />SEC. 35
<br />
<br />,TWP. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />NORTHERLY LOT LINE OF LOT 98 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 />LEGEND:
<br />---- = PROPOSED DRAINAGE FLOW
<br />(00.00) = PROPOSED GRADE
<br />E-OO.OO = EXISTING GRADE
<br />
<br />b
<br />...,
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN.
<br />
<br />~
<br />
<br />W
<br />...J
<br />..:
<br />u
<br />(fl.
<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 />· = 10' DRAINAGE & UTILITY EASEMENT
<br />.. = 5' DRAINAGE EASEMENT
<br />... = 10' DRAINAGE EASEMENT
<br />
<br />~
<br />
<br />MERCHANTVILLE CIRCLE
<br />(50'R/W)
<br />- l[-
<br />N 89"21'04' E 128.35'
<br />
<br />PCP(P)
<br />
<br />~
<br />
<br />
<br />0,: (145.41:)
<br />
<br />.~l ~;\.
<br />. \
<br />1
<br />I
<br />I
<br />20.61'
<br />
<br />
<br />.,,--g~
<br />-u-j"
<br />N.
<br />
<br />N '89-21.04 . E 78. 7 .
<br />
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<br />TRACT "E"
<br />PARK
<br />
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<br />o
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<br />I N
<br />23.01'
<br />...+....
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<br />I D.' 1&1
<br />C~-:'
<br />* 1 ~I' ~d~
<br />: I q 2~~
<br />I ~~Cl
<br />I r
<br />23.01' 0,
<br />+ · m~
<br />
<br />LJ ----_____ tj
<br />
<br />
<br />. ** .
<br />
<br />------
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<br />..:~ 1
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<br />to .~..
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<br />\,:::'0
<br />
<br />------
<br />
<br />S 89-40'41" W
<br />
<br />102.72'
<br />
<br />------
<br />
<br />':\ ~
<br />()~ .
<br />~'O. .
<br />~ I.
<br />
<br />25n
<br />
<br />LOT 99
<br />
<br />PROPOSED
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 151.00'
<br />GARAGE AREA:
<br />ELEVATIONS REFERENCED TO
<br />NATIONAL GEODETIC VERTICAL
<br />DATUM OF 1929, MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />DESCRIPTION:
<br />
<br />LOT 98 MAP OR PLAT ENTITLED
<br />RECORDED IN PLAT BOOK
<br />OF THE PUBLIC RECORDS
<br />
<br />NOTES:
<br />LOT GRADING TYPE = A
<br />PROPOSED PAD ELEVATION = 150.50'
<br />FRONT SET BACK = 20'
<br />SIDE SET BACK = 7.5'
<br />REAR SETBACK = 15'
<br />
<br />CURVE RADIUS ARC LENGTH
<br />C5D 25.00. 39.41
<br />
<br />DELTA ANGLE
<br />9019'37"
<br />
<br />CHORD LENGTH CHORD BEARING
<br />35.46 S 45.29'07 E
<br />
<br />LOT =_87~~~SO. FT.
<br />LIVING AREA =_--1~SQ. FT.
<br />ENTRY =--9.2.__SQ. FT.
<br />GARAGE 387 SO. FT.
<br />COVERED LANAI =-~5ESQ. FT.
<br />PATIO =-k:! L-SQ. FT.
<br />POOL AREA =_.-li L-SO. FT.
<br />CONC. DRIVE =_.d~~SO. FT,
<br />A/C & CONC PAD =~_SO. FT.
<br />SIDEWALK =_~_SQ. FT.
<br />SIDE YARD SWALE = 514 _SO. FT.
<br />CONSERVATION AREA =~LL_SQ. FT.
<br />LOT OCCUPIED =_~_%
<br />AREA TO IRRAGA TE - 69 %
<br />
<br />"CRES1VIEW HILLS", AS
<br />PAGES ___ THROUGH
<br />OF PASCO COUNTY, FLORIDA.
<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, (0)= 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, FN6D= 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, R/W- RIGHT OF WAY, R= RAOIUS, 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 />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 />SMS
<br />
<br />Square Feet:
<br />
<br />8723.82 :I:
<br />
<br />LENNAR
<br />
<br />Checked By:
<br />
<br />JRB
<br />
<br />Scale;
<br />
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 3/30/05 BB
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR AND MAPPER
<br />Revisions:
<br />
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