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PLOT PLAN SKETCH ONLY SEC. 05 TWP. 26 S, RNG. 21 E. <br /> NOT A BOUNDARY SURVEY <br /> LOT 21, BLOCK 5 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. T <br /> 1\�L 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: EASEMENTS AND RESTRICTIONS OF RECORD. <br /> THIS PLAN IS FOR PERMITTING PURPOSES n0 ) <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY UNDERGROUND FOOTER, STEM WALL, AND <br /> II UNDERGROUND UTILITIES ARE NOT LOCATED OR <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. SHOWN. <br /> LEGEND: DO NOT SCALE THIS PRINT. DIMENSIONS AND <br /> -AAA,— = PROPOSED DRAINAGE FLOW v NOTES TAKE PREFERENCE. <br /> (00.00) = PROPOSED GRADE �^ <br /> E-00.00 EXISTING GRADE DESCRIPTION NOT CONTAINING PLAT BOOK AND <br /> 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 = 100.3' `�OJ CERTAIN DATA SHOWN HEREON BASED ON <br /> FRONT SETBACK = 20' TRACT E ENGINEERING PLANS PROVIDED BY CLIENT. <br /> SIDE SETBACK = 7.5' DRAINAGE AREA <br /> STRUCTURE TIES SHOWN HEREON DENOTES <br /> REAR SETBACK = 15' / MEASUREMENT FROM FORM BOARDS/FOUNDATION <br /> / TO PROPERTY LINE. <br /> 3• / <br /> n�q / CJ • = 10' UTILITY EASEMENT <br /> Q:sf St7 +i = 10' DRAINAGE EASEMENT <br /> 4. <br /> LOT 22 <br /> BLOCK 5 (98.50') <br /> F / <br /> J * / <br /> � <br /> 011 <br /> CO / o� p js•. \ <br /> N� / lb^0l\ Cq sOpOs�p A Se <br /> 2 i Rq eF44,,qlv <br /> % R/phpq �O <br /> LOT <br /> / BOCK 15 �.' ON LOT AREA CALCULATIONS <br /> (100.00') LOT = 9325.55 —SQ. FT. <br /> Q'\ LIVING AREA = 2576 SQ. FT, <br /> ENTRY = 57 SO. FT. <br /> LOT 20 GARAGE = 674 �SQ. FT. <br /> O BLOCK 5 COVERED LANAI N A SQ. FT. <br /> '-b PATIO = N A SQ. FT. <br /> �;N •��\ g'' d °o POOL AREA =_N A__SQ. FT. <br /> CONC. DRIVE = 581 SQ. FT. <br /> ° ^ a pp'° r� A/C & CONC PAD = 12 SQ. FT. <br /> —fib— <br /> �� l ss• FLOOD PRIVATE SIDEWALK = SQ. FT. <br /> FLOOD ZONE IMPERVIOUS =42 <br /> ZONE Cr. ..� ° A = 3930 <br /> —_SQ. FT. <br /> �` •�.• :: � s b :ry;� ._.._.._.._.._.._.._.._.._ S� = 5396__SQ. FT. <br /> OFF LOT AREA CALCULATIONS <br /> FLOOD RIGHT OF WAY = 1114.82 _SQ, FT. <br /> �. <br /> ZONE DRIVE APRON = 350 SQ. FT. <br /> FLOOD "x" PUBLIC SIDEWALK =_315__Sq. FT. <br /> ZONE SOD TOTALS sQ <br /> "x" �Q\ <br /> Opi�j AREA =_10440.37_SQ. FT. <br /> CDRIVEWAY = 931 SQ. FT. <br /> rs'�jy d\• SIDEWALK =_345__SQ. FT. <br /> SOD = 5846 SQ. FT. <br /> DESCRIPTION: <br /> b PROPOSED: <br /> LOT 21, BLOCK 5, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION LOWEST FLOOR ELEVATIONS: <br /> PHASES 6, 8 & 9A", AS RECORDED IN PLAT BOOK 075, PAGES 075 LIVING AREA: 101.00' <br /> THROUGH 080, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. GARAGE AREA: <br /> ELEVATIONS REFERENCED TO <br /> CURVE RADIUS ARC CHORD BEARING DELTA NORTH AMERICAN VERTICAL <br /> C136 225.00' 63.56' 63.35' N 62'07'32" W 16'11%6" DATUM OF 1988. MEAN SEA <br /> C137 225.00 49.64 49.54 N 47'4247 W 12'3825" LEVEL= 00.00 FT. <br /> C141 350.00 66.12 85.91 S 56'2918 E 14'05 55 <br /> APPARENT FLOOD HAZARD ZONE: "X&A" COMMUNITY PANEL NO. 12101C 0288 F EFFECTIVE DATE: 9/26/14 <br /> Project Number: Square Feet: 9325.55 t 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 /> 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, TBM= TEMPORARY BENCHMARK, <br /> U P= UTILITY POLE W F= WOOD FENCE <br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn y. <br /> y SMS <br /> _h 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 /> 1 30' <br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10/8/18 JBS <br /> THE ORIGINAL RAISED SEAL OF A FLORIDA S AT DA E <br /> LICENSED SURVEYOR AND MAPPER JOHN R. BEA <br /> Revlslons: FLORIDA REG. L D SURVEYOR No. 2984 LB 4493 <br /> JEFF M. HARTLE <br /> P 0 RVEYOR & MAPPER No.71 <br />