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PLOT PLAN SKETCH ONLY SEC, 24 , TWP. 26 S, RNG, 21 E. <br /> NOT A BOUNDARY SURVEY <br /> LOT 139 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 N 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 =_15 56 SQ. FT. o ENGINEERING PLANS OF KIMLEY-HORN AND <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 45 —SQ. FT. r7 ASSOCIATES, INC., PROVIDED BY LENNAR HOMES. <br /> GARAGE __ 407 __SQ. FT. II <br /> LEGEND: COVERED LANAI =�1A�SQ. FT. _ • = 10' UTILITY EASEMENT <br /> -�nn.— = PROPOSED DRAINAGE FLOW PATIO =_ 23 SQ. FT. <br /> (00.00) = PROPOSED GRADE CONC. DRIVE =_475 _—SQ. FT. iJ <br /> E-00.00 = EXISTING GRADE A/C & CONC PAD =_9—_SQ. FT. <br /> PRIVATE SIDEWALK =_ 29 SQ. FT. <br /> NOTES: IMPERVIOUS = 39 % <br /> LOT GRADING TYPE = A =-_2544 SQ. FT. <br /> PROPOSED PAD ELEVATION = SOD =�4056 _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. PRM(P) <br /> f PC(P) <br /> TOTALS <br /> AREA =_ 7320.00 SQ. FT. <br /> DRIVEWAY = 619 __SQ. FT. <br /> SIDEWALK = 269 ---SQ. FT. <br /> SOD = 4392__SQ. FT. <br /> LOT 138 <br /> LOT 87 <br /> S7�1 .AAA,— S 89'36'58" E 1 10.00' °AD .:; <br /> o0 aWj �• <br /> 29A200' 0 r 7 <br /> • 2 ' <br /> W <br /> m o .......2.ao . '..... <br /> w 20$o o <br /> 65'-0" <br /> p ac a \v�mN . H <br /> a:oN ...... . <br /> m O m O:: <br /> LOT 86 <br /> vo so <br /> o <br /> p I� C3 z� <br /> � 2 Z .....24.50' ^.29.67': <br /> Ln ......... ,.. <br /> m �• <br /> o; <br /> o — _ <br /> � N 89'36'58" W 1 10.00' 2so ' <br /> it I L Lry <br /> w <br /> w <br /> LOT 85 PLAT <br /> BOUNDARY <br /> i <br /> LOT 140 <br /> n. <br /> o <br /> 0 <br /> 0 <br /> 0 <br /> v' <br /> rn <br /> 0 <br /> N <br /> O\l <br /> PROPOSED: <br /> �o LOWEST FLOOR ELEVATIONS: <br /> m LIVING AREA: 74.40' <br /> 17 N DESCRIPTION: GARAGE AREA: 73.86' <br /> ELEVATIONS REFERENCED TO <br /> Q LOT 139, 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 /> ° 082, 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: 9/26/2014 <br /> z <br /> w Square Feet: 6600.00 f LENNAR HOMES <br /> p 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 /> N CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT, <br /> ar 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 /> Ln <br /> PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT <br /> to REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No, 4493, SN&D= SET NAIL & DISK, TBM= TEMPORARY BENCHMARK, <br /> i U P= UTILITY POLE W F= WOOD FENCE <br /> JOHN R.BEACH&ASSOCIATES,INC. Drown By: <br /> SMS <br /> c `�' SURVEYORS AND MAPPERS hec <br /> 1 911 WEST ST. PETERSBURG DRIVE Checked By: <br /> v ONE OLDSMAR, FLORIDA 34677 Scale: <br /> WAY (813) 854-1276 FAX (813) 855-8370 ale: <br /> 6 NOT VALID WITHOUT ORIGINAL SIGNATURE Date: PLOT PLAN 9 5/19 ACS 6 �� <br /> .m AND THE RAISED SEAL OF A FLORIDA SI ATU DATE <br /> LICENSED SURVEYOR AND MAPPER I H R. CH <br /> Revisions: REVISED PER NEW CONSTRUCTION PLANS 9/9/19 ACS FLORIDA RE . LAND SURVEYOR No. 2984 LB 4493 <br /> �n JEFF M. TLEY <br /> i ONAL SURVEYOR & MAPPER No.7123 <br /> LL <br />