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<br />PLOT PLAN. <br />LOT 59 ' <br />CRESTVIEW HILLS <br />PASCO COUNTY, FLORIDA. <br />PRELIMINARY DRAWING: <br />lHlS 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 />BEARING BASIS: <br /> <br />, TWP. 25 S, RNG. 21 <br /> <br />E. <br /> <br />NORlHERLY LOT UNE OF LOT 59 BEING N 89'16'10. E <br /> <br />N <br /> <br />LEGEND: <br />------ = PROPOSED DRAINAGE FLOW <br />(00.00) = PROPOSED GRADE <br />E-OO.OO = EXISTING GRADE <br /> <br />o <br />I') <br /> <br />:.... <br /> <br />W <br />..J <br />tS <br />Ul. <br /> <br />LOT 86 <br /> <br />I' <br /> <br />I <br />qqqq ..qfl <br />I <br /> <br />I <br /> <br />~I <br /> <br />IJ <br /> <br />25.00' <br /> <br />LOT 85 <br /> <br />1/ <br />"'6' I <br />'Q <br />VJ: <br /> <br />1/ I/ct <br />"'~ct VQ I. <br />N 89'16'10" E vJ 73.65' vy <br /> <br /> <br />--+-- ** r I <br />!--r-----------~- --I <br />I 0 0 I <br />~ ~ I <br />I m CJ>I I <br />I ,.., ,.., <br />I I I <br /> <br /> <br />13: 96' 0 I 20.l5' <br />. AIC I <br />I I <br />LANAI I <br />I <br />I <br />I <br />I * <br />I <br />I <br />I <br />I <br />20.50' <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />/ <br />"0 _/ <br />U1----- <br />o <br />N <br /> <br />J <br /> <br />~ <br />. . <br />Lf) <br />&J <br /> <br />LOT 60 <br /> <br />IW <br /> <br />I~ <br />t~~ <br />I~z <br />I ::::) ~ <br />I ::i~ <br /> <br /> <br />I . <br /> <br />l~ <br />~i <br /> <br /> <br />I <br /> <br />, .. I <br />--------~----J- <br />MERCHANTVILLE CIRCLE I"'-PCP(P) <br />(50'R/W) <br /> <br />o <br />o <br />o <br /> <br />UJ <br /> <br />OJ <br /> <br />38'-8" <br /> <br />OJ <br /> <br />3: <br /> <br />* <br />* <br /> <br />PROPOSED PLAN <br />1771 <br /> <br />o <br />o <br /> <br />o <br />Lf) <br />I") <br />..;j- <br />o <br />o <br /> <br />z <br /> <br />'-" <br />o. <br />I <br />q <br /> <br />(f) <br /> <br /> <br /> <br />J <br /> <br />1~.96' <br />I <br />I <br />I 0 <br />_L_~ <br />o <br />N <br /> <br />1/ <br />""/ <br />'09 <br />:.>. <br />.J <br /> <br />~ <br />. <br /> <br />S <br /> <br />b <br />o <br />------..- .,.; <br />_N <br /> <br />PROPOSED <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 127,00' <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 59 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS <br />RECORDED IN PLAT BOOK 53, PAGES 124 THROUGH 129, <br />THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />NOTES: <br />LOT GRADING TYPE = A <br />PROPOSED PAD ELEVATION <br />FRONT SET BACK = 20' <br />SIDE SET BACK = 7.5' <br />REAR SETBACK = 15' <br /> <br />126.50' <br /> <br />OF <br /> <br />CURVE RADIUS <br />C37 25.00' <br /> <br />ARC <br />39.09' <br /> <br />DELTA ANGLE <br />69'35'29' <br /> <br />CHORD <br />35.23' <br /> <br />BEARING <br />S 44'26'25" W <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 /> <br />UNDERGROUND FOOTER. STEM WALL, AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />00 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' ORAINAGE & UTILITY EASEMENT <br />.. = 5' DRAINAGE EASEMENT <br /> <br />LOT <br />LIVING AREA <br />ENTRY <br />GARAGE <br />COVERED LANAl <br />PATIO . <br />POOL AREA <br />CONC. DRIVE <br />AIC & CONC PAD <br />SIDEWALK <br />SIDE YARD SWALE <br />CONSERVATION AREA <br />LOT OCCUPIED <br />AREA TO IRRAGATE <br /> <br />= -Z927. 1 ~_SQ. FT. <br />=_llJ.L_SQ. FT. <br />=--...1~_SQ. FT. <br />=_-111-SQ. FT. <br />=~80 _SQ, FT. <br />-_~ SQ. FT. <br />= N A_SQ. FT. <br />=_.J2.~SQ. FT, <br />9 SQ. FT. <br />=__11_SQ. FT. <br />- 550 SQ FT <br />==-NlA SQ: FT: <br />=--1___70 <br />=_74_70 <br /> <br />APPARENT FLOOD HAZARD lONE: Y' COMMUNITY PANEL NO, 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />lEGEND: <br />IC)= 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 6 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 ROO 6 CAP No. 4493, SN&D= SET NAIL 6 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 />OLDSMAR, FLORIDA 34677 <br />(813) 854-1276 FAX (813) 855-8370 <br /> <br />Drawn By: <br /> <br />Square Feet: <br /> <br />SMS <br /> <br />Checked By: <br /> <br />SMS <br /> <br />Scale: <br /> <br />1"=30' <br /> <br />NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 6 5 05 BB <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />liCENSED SURVEYOR AND MAPPER <br /> <br />Revisions: <br /> <br />-" <br /> <br />7927.19 :!: <br /> <br />SURVEYOR No. 2984 <br /> <br />LENNAR <br />