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SKETCH ONLY SEC. 05 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A I BOUNDARY SURVEY BEARING BASIS: —
<br /> LOT 24, BLOCK 5
<br /> §LVERAD0 RANCH SUBDIVISION PHASES 6, 8 & 9A WEST BOUNDARY OF SUBJECT PLAT BEING N 02*35'32' E
<br /> PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> N MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> UNDERGROUND FOOTER. STEM WALL, AND
<br /> UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> SHOWN.
<br /> Lu DO NOT SCALE THIS PRINT- DIMENSIONS AND
<br /> _1
<br /> < NOTES TAKE PREFERENCE.
<br /> Ld 0
<br /> TRACT E DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> WETLAND
<br /> + PAGE INDICATES THAT PLAT IS IN
<br /> CONSERVATION PRELIMINARY STAGE AND IS SUBJECT TO
<br /> WETLAND- AREA OD 0 CHANGE AND/OR REVISION.
<br /> LINE rj
<br /> TRACT E CERTAIN DATA SHOWN HEREON BASED ON
<br /> DRAINAGE AREA FLOOD ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> ZONE STRUCTURE TIES SHOWN HEREON DENOTES
<br /> TRACT E 1.X" BOARDS/FOUNDATION
<br /> COMMON AREA 371 MEASUREMENT FROM FORM
<br /> a:37 TO PROPERTY LINE.
<br /> .0
<br /> 6q * = 10' UTILITY EASEMENT
<br /> -—--—--—--—--—--
<br /> NO* (10a.50)-x
<br /> 000.50)
<br /> FLOOD
<br /> :b ZONE
<br /> 0 (102.30,)_
<br /> FLOOD
<br /> ZONE
<br /> CV-
<br /> X. 84-42*50,W
<br /> 50
<br /> �F=
<br /> 0
<br /> FLOOD PROPOSED PLAN
<br /> ZONE 3341 - ELEV "A"
<br /> "A" `!('t GARAGE RIGHT d, LOT 23
<br /> 'I �0
<br /> z LOT 24 BLOCK 5
<br /> Ey BLOCK 5
<br /> 0)
<br /> 0 BLOCK
<br /> m
<br /> u BLOOCK 5 5 co ON LOT AREA CALCULATIONS
<br /> LOT
<br /> _13197.65Q• FT.L-S
<br /> LIVING AREA = 1358 _so. FL
<br /> ENTRY = 32 SQ. FT.
<br /> PRELIMINARY DRAWING: 00
<br /> CL GARAGE = 644
<br /> Q. FT.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES COVERED LANAI =--W—ASQ. FT.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY
<br /> n PATIO = N JA SO. FT.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. CONC. DRIVE = 719 SQ. FT.
<br /> LEGEND: 001�42.) A/C & CONC PAD =--15—SQ. FT.
<br /> o PRIVATE SIDEWALK = 28--SO. FT.
<br /> PROPOSED DRAINAGE FLOW IMPERVIOUS
<br /> 00.00) = PROPOSED GRADE = j1LQ_6_SQ. FT.
<br /> L-UU.UU = EXISTING GRADE SOD = 10392—SQ. FT.
<br /> NOTES: OFF LOT AREA CALCULATIONS
<br /> _q LOT GRADING TYPE = B RIGHT OF WAY = LZ9_.12SQ. FT.
<br /> PROPOSED PAD ELEVATION = 102.5' DRIVE APRON = 361 ---SO. FT.
<br /> FRONT SETBACK = 20' PUBLIC SIDEWALK = Z2_9SQ. FT.
<br /> SIDE SETBACK = 7.5' SOD = 139 SQ. FT.
<br /> REAR SETBACK 15'
<br /> Op SADDLE PALM TOTALS
<br /> < WAY AREA = 13926.77 Q. FT.C9) DESCRIPTION: (R/W VARIES) (TRACT G) DRIVEWAY = L0_8OSQ. FT.
<br /> LOT 24, BLOCK 5, MAP OR PLAT SIDEWALK 257 —SQ. FT.
<br /> SOD = 10531 -SQ. FT.
<br /> 9- ENTITLED "SILVERADO RANCH PCP(P)
<br /> "r RADIUS
<br /> u SUBDIVISION PHASES 6, 8 & 9A", POINT PROPOSED:
<br /> z
<br /> ac AS RECORDED IN PLAT BOOK LOWEST FLOOR ELEVATIONS:
<br /> 6 075, PAGES 075 THROUGH OBO, LIVING AREA: 103.20'
<br /> OF THE PUBLIC RECORDS OF GARAGE AREA:
<br /> Lu PASCO COUNTY, FLORIDA. ELEVATIONS REFERENCED TO
<br /> > NORTH AMERICAN VERTICAL
<br /> jj CURVE - IDELTA n ARC CHORD E 107-06'41 DATUM OF 1988. MEAN SEA
<br /> N 63*41
<br /> I C131 1 55.00' S 84-42.50- W 1 50.27'14" LEVEL= 00.00 FT.
<br /> c: APPARENT
<br /> c'
<br /> APPARENT FLOOD HAZARD ZONE: "X&A" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> 00 b,
<br /> - Project
<br /> N._
<br /> roject Number: Square Feet: 13197.65 LENNAR HOMES
<br /> WD LEGEND:
<br /> W C
<br /> m C= CALCULATED
<br /> L 1
<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
<br /> C T SLAB,
<br /> ONCRETE 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 /> Q PIPE, LFE= LOWEST FLOOR ELEVATION, MAS,= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT-CONTROL POINT. PRM= PERMANENT
<br /> Z REFERENCE P�F RENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2- IRON ROD & CAP No. 4493, SN&D= SET NAIL DISK, TE3M= TEMPORARY BENCHMARK,
<br /> 9 _ UTILITY POLE, W/F= WOOD FENCE
<br /> 0 Drawn By.
<br /> JOHN R.BEACH&ASSOCIATES,INC. sms
<br /> SURVEYORS AND MAPPERS Checked By.
<br /> uj t 911 WEST ST PETERSBURG DRIVE
<br /> >� JRB
<br /> ONE
<br /> 'A OLDSMAR, FLORIDA 34677 Scale:
<br /> WAY (813) 854-1276 FAX (813) 855-8370
<br /> ;5 NOT VALID WITHOUT THE SIGNATURE AND IDate: PLOT PLAN 1/15/19 ACS
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA IGNATURE DATE I 0 ';E
<br /> LICENSED SURVEYOR AND MAPPER 9
<br /> JOHN BEACH
<br /> Revisions: djFLORIDA�G. LAND SURVEYOR No. 2984 LB#4493
<br /> Ln JEFF M. HARTLEY
<br /> AL SURVEYOR & MAPPER No.7123
<br />
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