<br />PLOT PLAN
<br />LOT. 1"26
<br />CRESTVIEW HILLS
<br />PASCO COUNTY, FLORIDA.
<br />PRELIMINARY DRAWING:
<br />THIS PLAN IS FOR PERMITONG 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 />,TWF'. 25 S, RNG.
<br />
<br />21 E.
<br />
<br />BEARING BASIS:
<br />
<br />NORTHERLY LOT LINE OF LOT 126 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 />o
<br />l")
<br />
<br />
<br />UNDERGROUND FOOTER, STEM WALL, AND
<br />UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br />SHOWN,
<br />
<br />~
<br />
<br />w
<br />-'
<br /><(
<br />u
<br />If)
<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 127
<br />
<br /> 1"1
<br /> 25,00'
<br /> ."
<br />t:;Jj., 0
<br /> o.
<br />W If)
<br />~~ to
<br />r-~ ." .:;:
<br />(f)~ .
<br />0 =
<br />~ OJ
<br />0 ~
<br />Z
<br />W b
<br />J q
<br /> z
<br />
<br />., .:'\
<br />'l>'" QQ
<br />"J' '),'
<br />-::.'" -::.'" ____ N 89'40'41" E 102.00'
<br />
<br />----
<br />
<br />6'
<br />,.'}c;j LOT 137
<br />-::.
<br />
<br />~Pt-
<br />-' w-
<br />a. >w
<br />w-'
<br />0-'
<br />..............t.... b:: w~
<br />20.50' a: I ~
<br />I ~;:;:~
<br />o..~ <
<br />I 5 31.50'
<br />* I . , : , ...hh.hh....h+
<br />
<br />L -- -.J~__ _ _ __,~, -__.J
<br />. ** -
<br />
<br />r - t~ - - - - ~ - - -:~' - - -I
<br />20,50' ! ~ · - 31.50' 'hhl..h
<br />Q"
<br />~ I
<br /><( I
<br />
<br />I
<br />,: OJ
<br />
<br />50'-0"
<br />
<br />o
<br />o
<br />If)
<br />to
<br />
<br />_. r .-
<br />I-
<br />T
<br />
<br />'"
<br />CD
<br />I'
<br />ll1,
<br />
<br />w
<br />
<br />OJ
<br />
<br />b
<br />o
<br />(j)
<br />
<br />LOT 138
<br />
<br />Ir
<br />
<br />. 0 0,------- S
<br />"0 ".9
<br />., '~.9 '00
<br />1~ y y
<br />
<br />\...PC(P)
<br />
<br />89'40'41" W 102.00'
<br />
<br />-------
<br />
<br />LOT 125
<br />
<br />LOT 139
<br />
<br />PROPOSED:
<br />LOWEST FLOOR ELEVATIONS:
<br />LIVING AREA: 141.00'
<br />GARAGE AREA:
<br />ELEVA TIONS REFERENCED TO
<br />NA TIONAL GEODETIC VERTICAL
<br />DA TUM OF 1929. MEAN SEA
<br />LEVEL= 00.00 FT.
<br />
<br />NOTES:
<br />LOT GRADING TYPE = C
<br />PROPOSED PAD ELEVATION = 140,50'
<br />FRONT SET BACK = 20'
<br />SIDE SET BACK = 7.5'
<br />REAR SETBACK = 15'
<br />
<br />LOT =-.!!~30.0LSQ. FT,
<br />LIVING AREA 1134 SQ. fT,
<br />ENTRY 42 SQ. FT.
<br />GARAGE =--11L--_SQ. fT,
<br />COVERED LANAI =-E80 SQ. fT.
<br />PATIO - ~SQ. fT.
<br />POOL AREA = ~ A SQ. fT,
<br />CONC. DRIVE =-12!i__SQ. fT.
<br />AIC & CONC PAD =_g_SQ. fT,
<br />SIDEWALK =_.Q~__SQ. FT.
<br />SIDE YARD SWALE =_1020 SQ. fT.
<br />CONSERVATION AREA =_BLA _SQ. FT.
<br />LOT OCCUPIED = ~___"
<br />AREA TO IRRAGATE =--2~_--"
<br />
<br />DESCRIPTION:
<br />LOT 126 MAP OR PLAT ENTITLED "CRESTVIEW HILLS". AS
<br />RECORDED IN PLAT BOOK ___. PAGES ___ THROUGH ___.
<br />OF THE PUBLIC RECORDS OF PASCO COUNTY. FLORIDA.
<br />
<br />APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL
<br />
<br />NO, 1202.30 0295 D EFFECTIVE DATE: 9/.30/92
<br />
<br />LEGEND:
<br />(C)= CALCULATED DATA, (0)= 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, FN&D= FOUND NAIL & 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 ROD & CAP No. 4493, SN8D= SET NAIL & 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 S1. PETERSBURG DRIVE
<br />OLDSMAR. FLORIDA 34677
<br />(813) 854-1276 FAX (813) 855-8370
<br />
<br />Drown By.
<br />
<br />SMS
<br />
<br />Square Feet:
<br />
<br />6630,00 :t:
<br />
<br />LENNAR
<br />
<br />Checked By.
<br />
<br />JRB
<br />
<br />Scale:
<br />
<br />
<br />o1-\tnlo5
<br />ATE
<br />LB#4493
<br />
<br />NOT VALID WITHOUT THE SIGNATURE AND Dote: PLOT PLAN 4/7/05 BB
<br />THE ORIGINAL RAISED SEAL OF A FLORIDA
<br />LICENSED SURVEYOR ANO MAPPER
<br />
<br />Revisions:
<br />
|