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SKETCH ONLY SEC. 25 TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 179 BEARING BASIS:
<br /> .HIDDEN RIVER PHASE 2 WEST BOUNDARY OF SUBJECT PLAT BEING N 00'23'02" E
<br /> PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PRELIMINARY DRAWING: N NOTES TAKE PREFERENCE.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES ALL DATA SHOWN HEREON BASED ON THE
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY ENGINEERING PLANS OF KIMLEY-HORN AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. M ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
<br /> LEGEND: 10' PUBLIC UTILITY EASEMENT
<br /> = PROPOSED DRAINAGE FLOW
<br /> (00.00) = PROPOSED GRADE ON LOT AREA CALCULATIONS
<br /> E-00.00 = EXISTING GRADE LOT =--Lq8--7.59 SO. FT.
<br /> LIVING AREA =-- 946--SQ. FT.
<br /> NOTES: ENTRY = 20 SO. FT.
<br /> LOT GRADING TYPE = B GARAGE =--Al—6SQ. FT.
<br /> PROPOSED PAD ELEVATION N/A
<br /> COVERED LANAI =- N/A SQ. FT.
<br /> PATIO =--23--SQ. FT.
<br /> FRONT SETBACK = 20' CONC. DRIVE = 487 —SO, FT.
<br /> SIDE SETBACK = 10, A/C & CONC PAD = 9 S0. FT.
<br /> REAR SETBACK = 10' PRIVATE SIDEWALK =--T!.—SQ. FT.
<br /> IMPERVIOUS
<br /> =--29-20SQ. FT.
<br /> SOD =--50-68SQ. FT.
<br /> OFF LOT AREA CALCULATIONS
<br /> RIGHT OF WAY =---10-5.33 SO. FT.
<br /> DRIVE APRON =--L'L4—SQ. FT.
<br /> PUBLIC SIDEWALK =---Q-9SQ. FT.
<br /> SOD = 322 --SQ. FT.
<br /> 41 TOTALS
<br /> (70.23') AREA =--fL6-92.92 SO. FT.
<br /> DRIVEWAY 631 —SO. FT.
<br /> SIDEWALK =--2118—SQ. FT.
<br /> R SOD 5390 0. FT.
<br /> 4<1
<br /> LOT 180
<br /> :110
<br /> 01 b
<br /> -(70,56
<br /> 1p
<br /> \00.
<br /> c�
<br /> (69.5D-)
<br /> 1Q,
<br /> Ln
<br /> LA
<br /> 0
<br /> LOT 178
<br /> flh A� PRM(P)
<br /> TRACT "C'
<br /> DRAINAGE EASEMENT
<br /> IDDEN RIVER PHASE ONE A
<br /> PLAT YPLAT BOOK 74, PAGES 101-121
<br /> CL BOUNDARY—,,,,,
<br /> O
<br /> PROPOSED:
<br /> DESCRIPTION: LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 71.30'
<br /> LOT 179, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2". GARAGE AREA: 70.76'
<br /> AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH ELEVATIONS REFERENCED TO
<br /> ry 110, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. NATIONAL GEODETIC VERTICAL
<br /> V1 I CURVE I RADIUS I ARC CHORD I BEARING I DELTA- j
<br /> C108 1 95.00- 1 21.55' 1 21,50- N 47-22'12- E I 59-4-B:- DATUM OF 1929. MEAN SEA
<br /> C1 13 1 205.00' 1 46.50' 1 46.40 S 47'22'12 1 LEVEL= 00.00 FT.
<br /> OG
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 12101CO458F EFFECTIVE DATE. 09/26/2014
<br /> Square Feet: 7987.59 d 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 No.4493, TBM= TEMPORARY
<br /> BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE Drawn F7
<br /> SURVEYORS AND MAPPERS
<br /> JOHN R.BEACH&ASSOCIATES,INC.
<br /> SMS
<br /> C Checked By:
<br /> W t 911 WEST ST. PETERSBURG DRIVE FRB"0 ONE OLDSMAR, FLORIDA 34677
<br /> 0 NOT VALID WITHOUT ORIGINAL SIGNATURE Date: P
<br /> Scale:
<br /> A E �IAT E
<br /> WAY (813) 854-1276 FAX (813) 855-8370
<br /> 1 =30'
<br /> c: LOT PLAN 7/20/2020 ACS
<br /> C1
<br /> sn AND SEAL OF A FLORIDA LICENSED St
<br /> :5-; SURVEYOR AND MAPPER HN R.' CH
<br /> 0 1
<br /> m Revisions: IFLORIDA NREG; LAND SURVEYOR'No. 2184 LB#4493
<br /> JEFF M. HAR;eEY
<br /> _aaDEESSRML SURVEYOR & MAPPER No.7123
<br />
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