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SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E. <br /> PLOT PLAN NOT A BOUNDARY SURVEY <br /> LOT 279 BEARING BASIS: <br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E <br /> PASCO COUNTY, FLORIDA. T DO NOT SCALE THIS PRINT. DIMENSIONS AND <br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS 1� NOTES TAKE PREFERENCE. <br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT = 6600_00_SQ. FT. ALL DATA SHOWN HEREON BASED ON THE <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 1556 __SQ, FT. ENGINEERING PLANS OF KIMLEY-HORN AND <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 45 --SQ. FT. M ASSOCIATES, INC., PROVIDED BY LENNAR HOMES. <br /> GARAGE = 406 _—SQ. FT. II <br /> LEGEND: COVERED LANAI =___N/_A____SQ. FT. <br /> ww— = PROPOSED DRAINAGE FLOW PATIO = 23 —SQ. FT. • = 10' UTILITY EASEMENT <br /> (00.00) = PROPOSED GRADE CONC. DRIVE __ 456--SQ. FT. <br /> E-00.00 = EXISTING GRADE A/C & CONC PAD =_ 9 ___SQ. FT. <br /> PRIVATE SIDEWALK = 26 ---SQ. FT. <br /> NOTES: IMPERVIOUS =_38----% <br /> LOT GRADING TYPE = A = 2523—SO. FT. <br /> PROPOSED PAD ELEVATION = SOD =__4077 __SQ. FT. <br /> FRONT SETBACK = 20' <br /> SIDE SETBACK = 10' OFF LOT AREA CALCULATIONS <br /> REAR SETBACK = 10' RIGHT OF WAY =__720.00_SQ. FT. <br /> DRIVE APRON =_ 144___SQ. FT. <br /> PUBLIC SIDEWALK =_240---SQ. FT. <br /> SOD = 336 --SQ. FT. <br /> TOTALS <br /> AREA =_ 7320.00 SQ. FT. <br /> DRIVEWAY = 600 --SQ. FT. <br /> SIDEWALK = 268---SQ. FT. <br /> SOD =Y4413 --SQ. FT. <br /> LOT 280 ¢� <br /> w�2 <br /> Oo <br /> w� <br /> r PLAT ¢__ <br /> BOUNDARY F da <br /> U <br /> K W n <br /> 2 0 �� S 89'36'58" E 1 10.00'�,,� <br /> Zm <br /> W> <br /> :o w- I �� og <br /> 0 oa <br /> o ..... oa =" <br /> 8.50' <br /> J UJ Izal :o w n <br /> w <br /> z co o <br /> Q zo,so` a g a 6OJ <br /> W PLAT <br /> o N* 0_ w O BOUNDARY <br /> N <br /> z.� O I o l7 <br /> O I 54'-0" a �, N <br /> D O Z .....20,50...... 10 b <br /> o o ........35.50............ O <br /> n ° r> - N 89'36'58" W 110.00'—"� Na <br /> n �o� �s°J LOT 277 <br /> Y <br /> L <br /> n <br /> YI O <br /> Y - o <br /> LOT 278 <br /> Z <br /> Q <br /> n <br /> n <br /> V <br /> n <br /> �PC(P) <br /> V <br /> D <br /> T <br /> PROPOSED: <br /> o \ LOWEST FLOOR ELEVATIONS: <br /> n LIVING AREA: 74.45' <br /> V <br /> V <br /> DESCRIPTION: EL VATIONSEREFERENCED TO <br /> LOT 279, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL <br /> = AS RECORDED IN PLAT BOOK 079, PAGES 110 THROUGH DATUM OF 1929. MEAN SEA <br /> z 082, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. <br /> Z Z. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101 C 0458 F EFFECTIVE DATE: 9/26/2014 <br /> w Square Feet: 6600.00 f LENNAR HOMES <br /> LEGEND: <br /> _ (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= 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 /> a) F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD,-FN_iD FOUND NAIL & DISK, FPP= FOUND PINCHED <br /> o PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK;PCP=_P-RjANENT CONTROL POINT, PRM= PERMANENT <br /> i REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493; SN&D=-SET NAl :DISK,- TBM= TEMPORARY BENCHMARK, <br /> U P= UTILITY POLE W F= WOOD FENCE <br /> r JOHN R.BEACH&ASSOCIATES,INC. Drawn By: ; <br /> c SMS <br /> SURVEYORS AND MAPPERS ! <br /> v 911 WEST ST. PETERSBURG DRIVE Checked By: -� <br /> o ONE OLDSMAR, FLORIDA 34677 JRB <br /> WAY 0 (813) 854-1276 FAX (813) 855-6370 Scale:Ln 1 1. <br /> 30' <br /> O NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 9/6/19 ACS <br /> AND THE RAISED SEAL OF A FLORIDA N E --_ DATE <br /> D LICENSED SURVEYOR AND MAPPER JO R BEACH <br /> n Revisions: FL D REG. LAND SURVEYOR 2984 LB 4493 <br /> A JEF HARTLEY <br /> i PROFESSIONAL SURVEYOR & MAPPER No.7123 <br />