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 />
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