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PLOTPLAN SKETCH ONLY NOT A BOUNDARY SURVEY SEC. 24 .-, TWP. 26 S, RNG. 21 . E.
<br /> LOT 113 BEAR'ING EASIS: '43" E
<br /> HIDDEN RIVER PHASE ONE B NORTH BOUNDARY OF SUBJECT PLAT BEING S 89-40
<br /> PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> PRELIMINARY DRAWING: N TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> THIS PLAN IS FOR PERMITTING PURPOSES EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEND: SHOWN.
<br /> --�= PROPOSED DRAINAGE FLOW DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> (00.00) PROPOSED GRADE NOTES TAKE PREFERENCE.
<br /> E-00.00 EXISTING GRADE 6
<br /> DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PAGE INDICATES THAT PLAT IS IN
<br /> NOTES: PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = A CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION
<br /> FRONT SETBACK = 20' CERTAIN DATA SHOWN HEREON BASED ON
<br /> SIDE SETBACK 10' ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> REAR SETBACK 10' LOT 110 STRUCTURE TIES SHOWN HEREON DENOTES
<br /> HIDDEN RIVER PHASE ONE A MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> (PLAT BOOK 74, PAGES 101-121) TO PROPERTY LINE.
<br /> 10' DRAINAGE/UTILITY EASEMENT
<br /> PLAT
<br /> LOT Ill BOUNDARY
<br /> HIDDEN RIVER PHASE ONE A
<br /> (PLAT BOOK 74, PAGES 101-121)
<br /> LOT 113 U)
<br /> LOT 114
<br /> 0
<br /> Z.
<br /> 0035 bib
<br /> G
<br /> PLAT
<br /> BOUNDARY
<br /> LOT 112
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<br /> A -,bP.
<br /> ON LOT AREA CALCULATIONS �0
<br /> LOT FT.
<br /> ASO
<br /> LIVING AREA FT.
<br /> ENTRY 35 --SO. FT.
<br /> GARAGE =--±2-Z----SQ. FT. (;'0.65)
<br /> COVERED LANAI =--atA----SO. FT.
<br /> PATIO -ii—SQ. FT.
<br /> CONC. DRIVE ---SQ. FT.
<br /> A/C & CONC PAD =- 18 -SQ. FT.
<br /> PRIVATE SIDEWALK =--11--SQ. FT.
<br /> IMPERVIOUS
<br /> = 2035 --SQ. FT.
<br /> SOD -��565SQ. FT.
<br /> OFF LOT AREA CALCULATIONS PRM(P)
<br /> (TYP)
<br /> RIGHT OF WAY =-LZ2-Q--DQ--sQ. FT.
<br /> DRIVE APRON =--L4-4 --SQ. FT.
<br /> PUBLIC SIDEWALK =_L4p---SO. FT.
<br /> SOD =--436—SQ. FT.
<br /> TOTALS
<br /> AREA 732Q..�O-SQ. FT.
<br /> DRIVEWAY ---SQ. FT. PROPOSED:
<br /> SIDEWALK =--2-t—SQ. FT. LOWEST FLOOR ELEVATIONS:
<br /> SOD = 5001---SQ. FT. LIVING AREA: 72.80'
<br /> DESCRIPTION: - GARAGE AREA: 72.26'
<br /> LOT 113, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", ELEVATIONS REFERENCED TO
<br /> AS RECORDED IN PLAT BOOK - PAGES --- THROUGH NATIONAL GEODETIC VERTICAL
<br /> OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. DATUM OF 1929. MEAN SEA
<br /> LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0460 D EFFECTIVE DATE: 9/30/1992
<br /> LEGEND:
<br /> (C)= CALCULATED DATA. (D)= DEED DATA, (M)- MEASURED DATA, (P)= PLAT DATA, %= 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= EASEM.,JENT.
<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. (R) = RADIAL Drawn By: Square Feet: 6600.00- 7 T LENNAR HOMES
<br /> JOHN R.BEACH&ASSOCIATES,INC. SMS
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> WAY (813) 854-1276 FAX (813) 8.55-8370 Scale: 1"=,30'
<br /> NOT VALID WITHOUT THE SIGNATURE AND Dote of Survey:
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA PLOT PLAN 03/22/2018 RTM _BEACH
<br /> JOHNNR, DATE
<br /> LICENSED SURVEYOR AND MAPPER FLORIDA T�K. LAND SURVEYOR No. 2984 LB#4493
<br /> Reviisions:
<br />
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