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PLOT PLAN SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E. <br /> LOT 272 NOT A BOUNDARY SURVEY BEARING BASIS: <br /> HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E <br /> PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND <br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATION NOTES TAKE PREFERENCE, <br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT = 6841 L�_SQ. FT. ALL DATA SHOWN HEREON BASED ON THE <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA 1838 --SQ. FT, ENGINEERING PLANS OF KIMLEY—HORN AND <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY 32--_—SQ. FT. 17 ASSOCIATES, INC., PROVIDED BY LENNAR HOMES. <br /> GARAGE =_A!6 _SQ. FT. If <br /> LEGEND: COVERED LANAI = N/A--SQ. FT. 10' PUBLIC UTILITY EASEMENT <br /> -.AA,-- = PROPOSED DRAINAGE FLOW PATIO = 23 —SO. FT. lo <br /> (00.00) = PROPOSED GRADE GONG. DRIVE = 339 --SQ. FT. <br /> E-00.00 = EXISTING GRADE A/C & GONG PAD =__2 _SQ. FT. <br /> PRIVATE SIDEWALK 72 <br /> --SQ. FT. n+ <br /> NOTES: IMPERVIOUS <br /> LOT GRADING TYPE = 8 2719 —SQ. FT, <br /> PROPOSED PAD ELEVATION = SOD 4122 —SQ. FT. <br /> FRONT SETBACK = 20* <br /> SIDE SETBACK = 10' OFF LOT AREA CALCULATIONS <br /> REAR SETBACK = 10' RIGHT OF WAY =_ 700.58—SO. FT. <br /> DRIVE APRON = 14_1L_SQ. FT. <br /> PUBLIC SIDEWALK = 235__—SQ. FT. <br /> SOD FT. <br /> TOTALS <br /> AREA = 7541.97 SQ. FT. <br /> DRIVEWAY =__!L8_3SQ. FT. <br /> SIDEWALK = 307SQ. FT. <br /> SOD = 4444 —SQ. FT. <br /> 2 0' <br /> LOT 273 <br /> 24 <br /> 0 <br /> IL <br /> Lij <br /> z 6N <br /> S 87'59'23" E_01` 11 .00' <br /> S 86'11'57"E ...... <br /> 59'-4" <br /> Q Lu <br /> . ......20 50' <br /> .. ........ z 7 <br /> ,I,' <br /> U9 C11 <br /> 0:5 <br /> .I <br /> �_ C <br /> o 0 =!�D <br /> z O(L— 6 x 0 v <br /> of a_ L <br /> CL Ld <br /> 1.27 <br /> Ln O <br /> 2-6-x ............. ........... m <br /> _r <br /> 0 2 0. <br /> N 84-24,30- <br /> W 10. 0, <br /> co <br /> PLAT <br /> < LOT 271 BOUNDARY <br /> 00 <br /> PROPOSED: <br /> LOWEST FLOOR ELEVATIONS: <br /> LIVING AREA: 73.40' <br /> GARAGE AREA: 72.86 <br /> ELEVATIONS REFERENCED TO <br /> NATIONAL GEODETIC VERTICAL <br /> DATUM OF 1929. MEAN SEA <br /> r� DESCRIPTION: LEVEL= 00.00 FT. <br /> IL CURVE I RADIUS ARC CHORD I BEARING <br /> Ln LOT 272, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", 1 DELTA <br /> < C167 1 1050.00 65.64' 1 65.62' 1 S 03!48-04- W :54- <br /> AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH '11 940. 0, 1 30.02- 1 30.02' 1 N 01-05-43" E 9 <br /> 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. :�C'1�8240.000' 1 58.76- 1 58.75' 1 N 03-48-04- E <br /> > APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 121101C 0458 F EFFECTIVE DATE: 9/26/2014- <br /> �LCULA`f I Square Feet: 6841.39 LENNAR HOMES <br /> Z <br /> r(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= 4NTERLINE, A/C= AIR'CONDjIONER, B/C= BACK OF CURB, C/S= <br /> <�tCONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COViRED,`E/P= EDGE-OF PAVEMENT, ESM'T= EASEMENT, <br /> F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR- FOUND IRON RUD, FN&D='FOUND NAIL & DISK, FPP= FOUND PINCHED <br /> PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB7 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&;b= SET NAIL A! DISK No, '4493, TBM= TEMPORARY <br /> <BENCHMARK, U/P= UTILITY POLE, W/F- WOOD FENCE <br /> Drawn Ty: <br /> R t JOHN R.BEACH&ASSOCIATES,INC. Sms <br /> SURVEYORS AND MAPPERS Checked By: <br /> 911 WEST ST. PETERSBURG DRIVE <br /> JRB <br /> ONE OLDSMAR, FLORIDA 34677 <br /> tF WAY Scale; <br /> (813) 854-1276 FAX (813) 855-8370 <br /> 1 =30 /Z <br /> o NOT VALID WITHOUT ORIGINAL SIGNATURE PLAN 12/3/19 ACS <br /> AND SEAL OF A FLORIDA LICENSED �NNAT DATE <br /> MAPPER JO <br /> SURVEYOR AND R. BC H <br /> I Revisions: FLORIDA RE ' LAND SURVEYOR'No LB#4493 <br /> 4 JEF . RTLEY <br /> ROF`E!�Sl*0�SSIONAL SURVEYOR & MAPPER No.7123 <br />