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<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 />