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<br />PLOT PLAN <br />LOT 3 <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <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 /> <br />NORTHERLY LOT LINE OF LOT 3 BEING N 8916'10. E <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 />N <br /> <br /> <br />b <br />'" <br /> <br />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />..... <br /> <br />PRELIMINARY DRAWING: <br />THIS PLAN IS FOR PERMITTING PURPOSES <br />ONLY, NOT FOR CONSTRUCTION. VERIFY <br />ALL DIMENSIONS BEFORE ANY CONSTRUCTION. <br /> <br />DO NOT SCALE THIS PRINT. DIMENSIONS AND <br />NOTES TAKE PREFERENCE. <br /> <br />~ <br />~ <br />..: <br />u <br />Ul. <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 />LEGEND: <br />------- = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <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 />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 /> <br />119.50' <br /> <br />MERCHANTVILLE <br />(50'RjW) <br />r <br /> <br />CIRCLE <br /> <br />o <br /> <br />U'l: ~PCP(P) <br />C> . <br />NO <br />!J1"':" <br />0"" <br />O~oi' <br />~: <br /> <br />:g=== <br />'0. <br /> <br />.. .;,I.. <br /> <br />\ 1 : / <br />N -89'16:"10" E <br /> <br />75.00" <br /> <br />" . . <br /> <br />8.67' <br />1-e: <br />\...\1-\' <br /> <br />()el1 <br />\...\\q. ( <br /> <br />. . <br />'<, <br />.S~) <br />~"'SoJ <br />(f) <br />0 <br />q <br />-Po- <br />VJ LOT 2 <br />(Jl <br />0 <br />fTI <br />(Jl <br />0 <br />0. <br />~ <br /> <br />:N <br />.0 <br />!~-----I <br />I <br />1 <br />17.50' <br />................"1'.. . <br /> <br />* <br /> <br />N <br />o <br />I-~ <br /> <br />17.50' <br /> <br />f <br /> <br />. 16.00' <br /> <br /> <br />I <br />I <br />I <br />1* <br />* <br />I <br />I <br />I <br />I <br /> <br />z <br /> <br />o <br />q <br />-Po- <br />VJ :1 <br />g; I <br />I <br />I <br />I <br /> <br />0> <br />N <br />" <br />q <br /> <br />LOT 4 <br /> <br />PROPOSED PLAN <br />1602 - ELEV "c" <br />GARAGE RIGHT <br /> <br />:f <br /> <br />40'-0" <br /> <br />(Jl <br />o <br />o <br /> <br />/ <br />LANAI <br />./ "", <br /> <br />17.50' <br /> <br />17.50' <br /> <br />A/CD <br /> <br />I <br />I <br />I.~ :~ I <br />.~ .~ <br />L _ :q _ _ _ _ _ _ :O,_-.J <br /> <br />( <br /> <br />LOT - 8625.00 SQ. FT. <br />LIVING AREA 1602 SQ. FT. <br />ENTRY =_-26._S0. FT. <br />GARAGE =_1~~SQ. F~ <br />COVERED LANA' = __@3 SQ. FT. <br />PATIO =__~ L-SQ. F~ <br />POOL AREA =_~ A _SQ. FT. <br />CONC. DRIVE =_~SQ. FT. <br />A/C & CONC PAD 9 SQ. FT. <br />SIDEWALK =_-1!~SO. FT. <br />SIDE YARD SWALE =_1150 SQ. FT. <br />CONSERVATION AREA =-EZc=SO. FT. <br />LOT OCCUPIED =_-1L-_% <br />AREA TO IRRAGATE =_-.2~% <br /> <br />":Jell <br />\...\\1. <br /> <br />(114.50') <br /> <br />(118 <br />.00) <br />(115.00') <br /> <br />T11S - <br />'80' <br />) PLAT <br />,BOUNDARY <br /> <br />- ~A!. PRETIY POND ROAD <br />ADDITIONAL (PLAT BOOK 2, PAGE 6) <br />R/W <br /> <br />* <br /> <br /> <br />89'16'10" W <br /> <br />75.00' <br /> <br />PROPOSED: <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 120.00' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NA T10NAL GEODETIC VERTICA <br />DA TUM OF 1929. MEAN S~A <br />LEVEL= 00.00 FT. <br /> <br />COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />DESCRIPTION: <br />LOT 3 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS RECORDED IN PLAT BOOK 53, <br />PAGES 124 THROUGH 129, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />APPARENT FLOOD HAZARD ZONE: "X" <br /> <br />LEGEND: <br />(C)= CALCULATED DATA, (D)= DEED DATA. (Ml= MEASURED DATA. {Pi= PLAT DATA. t = 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 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= RADIUS, SIR=SET 1/2" IRON ROD 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 />JOHN R, BEACH & ASSOCIATES, INC. <br />t~ SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />ONE OLDSMAR, FLORIDA 34677 <br />WAY (813) 854-1276 FAX (813) 855-8370 <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dale: PLOT PLAN 6 <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br /> Drawn By: Square Feel: <br /> SMS <br /> Checked By: <br /> JRB <br /> Scale; <br /> 1"=30' <br />6 05 JBS <br /> <br />8625.00 :! LENNAR <br /> <br /> <br />of::, /()61()~ <br />DATE <br />SURVEYOR No. 2984 LB#4493 <br /> <br />Revisions: <br />