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<br /> 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 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 M 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 /> —um.— = 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: r CHANGE AND/OR REVISION.
<br /> LOT GRADING TYPE = B
<br /> PROPOSED PAD ELEVATION = 100.3' \' of 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 /> / C • = 10' UTILITY EASEMENT
<br /> >' o/ : Sty •+ = 10' DRAINAGE EASEMENT
<br /> /
<br /> 4.
<br /> LOT 22
<br /> BLOCK 5 / gin,: (98.50')
<br /> J * /
<br /> 4(/
<br /> N / gyp•. \.
<br /> cgRgpFF�FI'�qN
<br /> • � R/�yTq•• �O
<br /> LOT 21
<br /> BLOCK 5 �rV ON LOT AREA CALCULATIONS
<br /> (100.00') LOT = 9325.55 —SQ. FT.
<br /> LIVING AREA = 3576 SQ. FT,
<br /> ENTRY =_57 _SQ. FT.
<br /> LOT 20 GARAGE = 674 r- t; � SQ. FT.
<br /> °v �� t'ti O BLOCK 5 COVERED LANAI = N �SQ. FT.
<br /> . TPATIO = N SQ. FT.
<br /> �'N � \\ o<: d POOL AREA = N SQ. FT.
<br /> .i s * o: 26 �j CONC. DRIVE = 5B1 SQ. FT.
<br /> d ry ��. �. 00, > A/C & CONC PAD = 12 SQ. FT.
<br /> �� a° '•s6• FLOOD PRIVATE SIDEWALK =-3�-- SQ. FT.
<br /> FLOOD ° A Z�� ONE IMPERVIOUS = 42 %
<br /> ZONE ,. . ° � . A'
<br /> � = 3930__SQ, FT.
<br /> ,.A. ... 36
<br /> SOD =_3396 —_SQ. FT.
<br /> v q :"rye
<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 SOD450
<br /> TOTALS sq. FT.
<br /> 17 O p��j AREA =_10440^37 SQ. FT.
<br /> C DRIVEWAY = 931 SQ. FT.
<br /> SIDEWALK =_34_5 SQ. FT.
<br /> Vq /O� ;\ SOD = 5846 SO. FT.
<br /> cr
<br /> \ACArAJ 'Sr O
<br /> \ 5 +
<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 /> C13s 225.00' 63.56' 1 63.35' 1 N 62.07.32" w 1 16.11.06" DATUM OF 1988. MEAN SEA
<br /> C137 1 225.00 49.64 49.54 N 47'42 47 W 12'38 25 LEVEL= 00.00 FT.
<br /> C141 350.00 86.12 85.91 S 56'2918 E 1 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 By.
<br /> y SMS
<br /> _I_ SURVEYORS AND MAPPERS Checked By.
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> WAY (813) 554-1276 FAX (813) 855-8370 Scale:1 30'
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10/8 18 JBS
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA 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. HARR
<br /> P URVEYOR & MAPPER No.71
<br />
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