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PLOT PLAN SKETCH ONLY SEC. 04 TWP. 26 S, RNG. 21 E. <br /> LOT 16, BLOCK 5 NOT A BOUNDARY SURVEY BEARING BASIS: <br /> SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A WEST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" E <br /> PASCO COUNTY, FLORIDA. <br /> N}� T 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 /> PRELIMINARY DRAWING: <br /> EASEMENTS AND RESTRICTIONS OF RECORD. <br /> THIS PLAN IS FOR PERMITTING PURPOSES UNDERGROUND FOOTER, STEM WALL, AND <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY II UNDERGROUND UTILITIES ARE NOT LOCATED OR <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. , SHOWN. <br /> LEGEND: DO NOT SCALE THIS PRINT. DIMENSIONS AND <br /> P a <br /> NOTES TAKE PREFERENCE. <br /> PROPOSED DRAINAGE FLOW <br /> (00.00) = PROPOSED GRADE DESCRIPTION NOT CONTAINING PLAT BOOK AND <br /> E-00.00 = EXISTING GRADE PAGE INDICATES THAT PLAT IS IN <br /> PRELIMINARY STAGE AND IS SUBJECT TO <br /> NOTES: CHANGE AND/OR REVISION. <br /> LOT GRADING TYPE = B <br /> PROPOSED PAD ELEVATION = 100.9' CERTAIN DATA SHOWN HEREON BASED ON <br /> FRONT SETBACK = 20' ENGINEERING PLANS PROVIDED BY CLIENT. <br /> SIDE SETBACK = 7.5' <br /> REAR SETBACK = 15' STRUCTURE TIES SHOWN HEREON DENOTES <br /> MEASUREMENT FROM FORM BOARDS/FOUNDATION <br /> TO PROPERTY LINE. <br /> ' = 10' UTILITY EASEMENT <br /> o TRACT E <br /> DRAINAGE AREA <br /> J" S 69•S1 08'• <br /> LOT 17 <br /> BLOCK 5 <br /> LOT 16 <br /> BLOCK 5 rye^ .• <br /> b , <br /> tK <br /> J s0. \ <br /> PC(P) c'4S .• 9?0 c�A•ro' o, <br /> r'o , Fp <br /> o gcFF(F O( [1oo.so') ON LOT AREA CALCULATIONS <br /> 1 <br /> ..� • N• 'Qi 'vLOT 15 <br /> 4B'•. <br /> J \\� o cyTq, 2 •S� LOT = 8930.39 SQ. FT. <br /> BLOCK 5 <br /> LIVING AREA =_1358 _,SO, FT, <br /> Vj ENTRY =_32 -SO. FT. <br /> OA GARAGE =_644----SQ. FT. <br /> COVERED LANAI = N A SQ. FT: <br /> N • ° e PO A3 PATIO = N A SQ. FT. <br /> OOL AREA SQ. FT. <br /> y: 1 CONC. DRIVE q. FT. <br /> •° �'•}� •''•�Sn•. F A/C A, Cf1NC PAS = 25 SO_ FT <br />