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PL®T OLAN SKETCH ONLY SEC. 24 TWP. 26 S, RNG. 21 E. <br /> NOT A BOUNDARY SURVEY <br /> LOT 295 BEARING BASIS: <br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E <br /> PASCO COUNTY, FLORIDA. ON LOT AREA CALCULATIONS LOT = 7582_27_SQ. FT. DO NOT SCALE THIS PRINT, DIMENSIONS AND <br /> T PRELIMINARY DRAINING: LIVING AREA = NOTES TAKE PREFERENCE._ 1093 Sq. FT. l� <br /> THIS PLAN IS FOR PERMITTING PURPOSES ENTRY =_35___SQ. FT. ALL DATA SHOWN HEREON BASED ON THE <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY GARAGE = 427_—SQ. FT. ENGINEERING PLANS OF KIMLEY—HORN AND <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. COVERED LANAI =__NzA__SQ. FT. o ASSOCIATES, INC„ PROVIDED BY LENNAR HOMES. <br /> PATIO =_ 23 _SQ. FT. <br /> LEGEND: CONC. DRIVE = 412 ^SQ. FT. II <br /> PROPOSED DRAINAGE FLOW A/C & CONC PAD =_16____SQ. FT, • = 10' PUBLIC UTILITY EASEMENT <br /> (00.00) = PROPOSED GRADE PRIVATE SIDEWALK =_ 31 _—SQ. FT. <br /> = <br /> E-00.00 = EXISTING GRADE IMPERVIOUS _27 %_2039 SQ. FT. 6 <br /> NOTES: SOD =_5543 SQ. FT. <br /> LOT GRADING TYPE = A OFF LOT AREA CALCULATIONS <br /> PROPOSED PAD ELEVATION = N/A RIGHT OF WAY =_ 643 6B SQ, FT. <br /> FRONT SETBACK = 20' DRIVE APRON =_144_SQ. FT. <br /> SIDE SETBACK = 10' PUBLIC SIDEWALK = 219Sp. FT. <br /> REAR SETBACK = 10' SOD = 281___SQ. FT. <br /> TOTALS <br /> AREA =__8225.95 SQ. FT. <br /> DRIVEWAY =__556 _SQ. FT. <br /> SIDEWALK =__2_50__SQ. FT. <br /> SOD =__5824 _SQ. FT. <br /> I <br /> LOT 294 <br /> LOT 306 T <br /> I I TRACT'C <br /> COMMON AREA <br /> TRACT PS-3 I (PRIVATE) > 25.00' <br /> PUMP STATION /1 <br /> _ I (PUBLIC) I E 110,00' <br /> N 79'g1' <br /> 09 15 l� <br /> o� <br /> ..................... <br /> ........... !P i N iT 11 ` �1 <br /> t0 y� G <br /> 36,0 1................ 0 C" y <br /> 5 q,. 0 " <br /> �o'iz'a �. 5.0 ............Zp 81 � <br /> ae.7a' 43�0 � <br /> 9 <br /> 00 <br /> 0 5 .._........ <br /> .......... <br /> ...........45.80 r .... <br /> LOT 305 > % 7 Ta o. <br /> IG <br /> LOT 295 0' ..".`, �✓� <br /> 0...28 <br /> 0 <br /> cp <br /> ":" p t1 <br /> o. 1��' S5$ti5�� \ <br /> o��'" LOT 296 <br /> LOT 304 `C <br /> CURVE RADIUS 1 ARC CHORD BEARING DELTA <br /> C790 220.00' 26.78' 26.76' S 27'59'39" E O6'58'27" PROPOSED: <br /> C191 220.00 55.14 55.00 S 17'19 35 E ta'21'a1" LOWEST FLOOR ELEVATIONS: <br /> C227 330.00 82.72 82.50' N 17'19'35" W 14'21'41" <br /> LIVING AREA: 73.85' <br /> DESCRIPTION: GARAGE AREA: <br /> ELEVATIONS REFERENCED TO <br /> LOT 295, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL <br /> AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH DATUM OF 1929. MEAN SEA <br /> 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. <br /> APPARENT FLOOD HAZARD ZONE: °X° COMMUNITY PANEL NO. 12101 C 0458 F EFFECTIVE DATE: 09/26/2014 <br /> Square Feet: 7582.27 f LENNAR HOMES <br /> LEGEND: <br /> (C)= CALCULATED DATA, (D)= 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, FN&D= FOUND NAIL & 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 & CAP No. 4493, SN&D= SET NAIL & DISK No.4493, TBM= TEMPORARY <br /> BENCHMARK, <br /> ' ASSOCIATES,INC. Dra SMS <br /> wn By: <br /> SURVEYORS AND MAPPERS Checked By: <br /> 911 WEST ST. PETERSBURG DRIVE JRB <br /> ONE OLDSMAR, FLORIDA 34677 <br /> WAY (813) 854-1276 FAX (813) 855-8370 Scale: <br /> NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 4/20/20 JBS <br /> AND SEAL OF A FLORIDA LICENSED SI A SESURVEYOR AND MAPPER OHN RRevisions: FLORIDA . D SURVEYOR No. 2984 LB 4493 <br /> EEFF M. HARTLEY <br /> PROFESSIONAL RVEYOR & MAPPER No.7123 <br />