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<br />PLOT PLAN <br />LOT 4 <br />CRESTVIEW f1ILLS <br />PASCO.COUNTY, FLORIDA. <br /> <br />SKETCH ONLY <br />NOT A BOUNDARY SURVEY <br /> <br />SEC. 35 <br /> <br />BEARING BASIS: <br /> <br />,TWP. 25 S, RNG. <br /> <br />21 E. <br /> <br />NORTHERLY LOT LINE OF LOT 4 BEING N 8916'10" E <br /> <br />~ MERCHANTVILLE <br />~~~CLE(50'R/W) <br />-.' W . ~PCP(P) <br />o . <br />~ .<1 ., ~O. 4 <br />,', ~~. "N 89'16'10" E <br />~. ~8.67' <br />" . ~ / " <br /> <br />~ (719 <br />I ~ ~ .00) <br /> <br />13.97' <br />..'.hf" <br />I <br />1 <br />I: <br /> <br />PROPOSED: <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 120.00' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICA <br />DEL TA ANGLE CHORD BEARING DA TUM OF 1929. MEAN SEA <br />3418'58' 44.25' N 73'34'21' W LEVEL= 00.00 FT. . <br /> <br />"X" COMMUNITY PANEL NO. 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />N <br /> <br />b <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 />~ <br />~ <br />..: <br />u <br />Ul. <br /> <br />LEGEND: <br />------- = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <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 />TRACT "J" <br />DRAINAGE <br />EASEMENT <br /> <br /> <br />LOT =-1Q.li?ll2~..5Q. FT. <br />LIVING AREA =~__SQ. FT. <br />ENTRY =---..J2.___SQ. FT. <br />GARAGE =--.1UL___SQ. FT. <br />COVERED LANAI =__102 __SO. FT. <br />PATIO =--tl7~-SQ. FT. <br />POOL AREA = N ~_SQ. FT. <br />CONG. DRIVE =__J3B __SQ. FT. <br />A/C & CONe PAD = __~__SQ. FT. <br />SIDEWALK =__30__S0. FT. <br />SIDE YARD SWALE =_114~__SO. FT. <br />CONSERVATION AREA =_tlZL_so. FT. <br />LOT OCCUPIED =__~L__:r. <br />AREA TO IRRAGATE =__.z;L__:r. <br /> <br />LOT 5 <br /> <br />(116.00') <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />29.48'.....1 <br />.~ I <br />~f.O <br />1~ ~~ I <br />: :~-1 <br />- - - ~ - - - - - - -f-~- -- <br /> <br />.Js <br />....:.(]o. <br /> <br />,,'\;~/ <br /> <br /> * <br /> ".-. 89'16'10" 81.91' <br /> S W <br /> ..-. .._. "-.. <br />PLA T~ P R ETIY POND ROAD . ~ACJK' ~. . <br />BOUNDARY <br /> (PLAT BOOK 2, PAGE 6) ADDITIONAL <br /> R/W <br /> <br />DESCRIPTION: <br />LOT 4 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 />CURVE <br />C14 <br /> <br />RADIUS <br />75.00' <br /> <br />ARC <br />44.92' <br /> <br />APPARENT FLOOD HAZARD ZONE: <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 />UNDERGROUND FOOTER, STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <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 />,<, <br />* . <<f) <br /> <br />o <br />o <br />If) <br /> <br />:: w <br />~ - <br />"0 <br />If) <br />I") <br />-.t <br />b <br />o <br />(f) <br /> <br />LOT 3 <br /> <br />.I <br /> <br />t, (";> <br />. SO) <br /> <br />(114.50') <br />r,-,S- <br />'00) <br /> <br />LEGEND; <br />(C)= CALCULATED DATA. (D)= DEED DATA, (Ml= MEASURED DATA, IP)= 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 /> <br />O!~ <br />WAY) ( <br /> <br />JOHN R. BEACH & ASSOCIATES, INC, <br />SURVEYORS AND MAPPERS <br />911 WEST ST. PETERSBURG DRIVE <br />OLOSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Drown By. <br /> <br />Square Feel; <br /> <br />SMS <br /> <br />Checked By. <br /> <br />Scale: <br /> <br />JRB <br />1"=30' <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Dote: PLOT PLAN 6 6 05 JBS <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br /> <br />10670.54 :to <br /> <br />LENNAR <br /> <br />.~ Ob lo'D lo5 <br />DATE <br />LB#4493 <br />