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<br />PLOT PLAN <br />LOT 61' <br />CRESTVIEW HILtS <br />PASCO COUNTY, FLORIDA. <br />PRELIMINARY DRAWING: <br />THIS PLAN IS FOR PERMITilNG 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 />. TWP. 25 S, RNG. <br /> <br />21 E. <br /> <br />BEARING BASIS: <br />NORTHERLY LOT LINE OF LOT 61 BEING N 89'16'10" 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 />D <br />i<) <br />II <br /> <br /> <br />UNDERGROUND FOOTER. STEM WALL. AND <br />UNDERGROUND UTILITIES ARE NOT LOCATED OR <br />SHOWN. <br /> <br />';... <br /> <br />w <br />-' <br /><C <br />() <br />Vl. <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 84 I <br /> LOT 85 <br />r?", -:\ <br /> 0,0 <br /><S ~. <br />'Q 89'16'10" E 6000' ~'); <br />D. N <br />:..; <br /> <br />. ** . <br /> <br />r-:.- - - - - - -~(Jl <br />I "10 on, I <br />~~ ~~ <br />I Nj N' I <br /> <br />J 10.'00': <br /> <br />DAIC <br /> <br />i 10.'00' ~ <br /> <br />a <br />o <br />o <br /> <br />LANAI <br /> <br />40'-0" <br /> <br />o <br />o <br />o <br /> <br />G---- . . <br />PC(P) ----' <br /> <br /> 3: PROPOSED PLAN w LOT 60 <br /> LOT 62 * <br /> * ELEV "A" D * <br /> a * 1602 - I 0 <br /> LO GARAGE RIGHT N LO <br /> lD to <br /> to <br /> .q- .q- <br /> b b <br /> 0 0 <br /> Z 10.00' U) <br /> J 't. ~ <br /> I 10.00' <br /> I lut "'r' .. <br /> r?",? 1----0, gJ .-, <br /> 0 ~ <br /> If); N <br /> d~ :* '" <br /> .'" ~'); <br />71.68' <9.) N' <br />..-' ._0' W' 60'.00 . <br /> So 89' p10 . <br /> o. f o ." \ :g <br /> 0 oari_ <br /> ~~: 'N_ <br /> <br />PROPOSED <br />LOWEST FLOOR ELEVATIONS: <br />LIVING AREA: 126.50' <br />GARAGE AREA: <br />ELEVATIONS REFERENCED TO <br />NATIONAL GEODETIC VERTICAL <br />DATUM OF 1929. MEAN SEA <br />LEVEL= 00.00 FT. <br />DESCRIPTION: <br /> <br />LOT 61 MAP OR PLAT ENTITLED "CRESTVIEW HILLS", AS <br />RECORDED IN PLAT BOOK 53, PAGES 124 THROUGH 129, OF <br />THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> <br />APPARENT FLOOD HAZARD ZONE: Y' COMMUNITY PANEL <br /> <br />- IE- <br />MERCHANTVILLE CIRCLE <br />(50'R/w) <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 />126.00' <br /> <br />LOT 6600.00 SQ. FT. <br />LIVING AREA =_1602__SQ. FT. <br />ENTRY =_.2L-_SQ. FT. <br />GARAGE 435 SQ. FT. <br />COVERED LANAI =~3 _SQ. fT. <br />PATIO ",_N A SQ. FT. <br />POOL AREA = N A SQ. FT. <br />CONC. DRIVE 328 SQ. FT. <br />AIC & CONC PAD 9 SQ. FT. <br />SIDEWALK =_~L-SQ. FT. <br />SIDE YARD SWALE 1100 SQ. FT. <br />CONSERVATION AREA "'--.!:!&_SQ. FT. <br />LOT OCCUPIED =__~!L_% <br />AREA TO IRRAGA TE =--.2~ <br /> <br />NO. 120230 0295 D EFFECTIVE DATE: 9/30/92 <br /> <br />LEGEND: <br />(C)= CALCULATEO DATA. (D)= 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. Flp. FOUND IRON PIPE, FIR= FOUND IRON ROD. FN6D. 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. (Rl = RADIAL <br /> <br />JOHN R. BEACH Be 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 />NOT VALID WITHOUT THE SIGNATURE AND Dote: PLOT PLAN 6 5 05 BB <br />THE ORIGINAL RAISED SEAL OF A FLORIDA <br />LICENSED SURVEYOR AND MAPPER <br /> <br />Drown By: <br /> <br />O!~ <br />WAY I '( <br /> <br />SMS <br /> <br />Square Feet: <br /> <br />6600.00 :l: <br /> <br />LENNAR <br /> <br />Checked By: <br /> <br /> <br />Scale: <br /> <br />Revisions: <br />