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I SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLO'r PLAN NOT A BOUNDARY SURVEY BEARING BASIS:
<br /> LOT 297
<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: ON LOT AREA CALCULATIONS N NOTES TAKE PREFERENCE.
<br /> THIS PLAN is FOR PERMITTING PURPOSES LOT =__A_6_CL0_-OQ._SQ. FT. ALL DATA SHOWN HEREON BASED ON THE
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA =__L1!3_8 _SQ. FT. ENGINEERING PLANS OF KIMLEY—HORN AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 32 0
<br /> GARAGE = 406 ---SO. FT. ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
<br /> COVERED LANAI = N/A---SQ. FT,
<br /> LEGEND: ---SQ. FT. 10' PUBLIC UTILITY EASEMENT
<br /> -NAA,— = PROPOSED DRAINAGE FLOW PATIO FT.
<br /> (00.00) PROPOSED GRADE CONC. DRIVE =__A4_9 __SQ. FT.
<br /> E-00.00 EXISTING GRADE A/C & CONC PAD = 9----SQ. FT.
<br /> PRIVATE SIDEWALK =__!2____SQ. FT.
<br /> NOTES: IMPERVIOUS = 41 ___7.
<br /> LOT GRADING TYPE = A = 271 9--SQ. FT,
<br /> PROPOSED PAD ELEVATION N/A SOD =--388 &—SQ. FT.
<br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS
<br /> SIDE SETBACK 10' RIGHT OF WAY = ZZOL.Q0_S Q. FT.
<br /> REAR SETBACK 10' DRIVE APRON = 144---SQ. FT.
<br /> PUBLIC SIDEWALK FT.
<br /> SOD FT.
<br /> TOTALS
<br /> AREA 7,329LOO SQ. FT,
<br /> DRIVEWAY =__�i4L_SQ. FT.
<br /> SIDEWALK 312
<br /> L—SQ. FT.
<br /> SOD =_AZ_1_2L_SQ. FT.
<br /> .0,
<br /> 'a
<br /> (72-14')
<br /> LOT 296
<br /> *j
<br /> 06.-
<br /> 0 011
<br /> V
<br /> .0
<br /> ..0 .000
<br /> (72.70-) Vo\
<br /> C,
<br /> Ln "01
<br /> Ln
<br /> LOT 303
<br /> VO.
<br /> L 0 \0.
<br /> N1\
<br /> co
<br /> -.0
<br /> 0.
<br /> 4_1
<br /> LOT 302 00
<br /> < 00N, LOT 298
<br /> PROPOSED:
<br /> LOT 301 L6*WEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 73.45'
<br /> GARAGE AREA:
<br /> DESCRIPTION: ELEVATIONS REFERENCED TO
<br /> LOT 297, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE 2", NATIONAL GEODETIC VERTICAL
<br /> Ln
<br /> ":' AS RECORDED IN PLAT BOOK 079, PAGES 102 THROUGH DATUM OF 1929. MEAN SEA
<br /> r
<br /> 1100 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> L
<br /> D
<br /> A
<br /> 1
<br /> 0
<br /> S
<br /> E
<br /> T
<br /> 1
<br /> 0
<br /> S
<br /> R
<br /> 2
<br /> E
<br /> C
<br /> 9
<br /> 0
<br /> C
<br /> 7
<br /> R
<br /> 0
<br /> F- '
<br /> R
<br /> T
<br /> I
<br /> I
<br /> > COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: 09Z26/2014
<br /> APPARENT FLOOD HAZARD ZONE:
<br /> W Square Feet: 6600.00 LENNAR HOMES
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q= CENTERLINE;'A/C= AtR 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-)RON ROD, FN&D- FOUND NAIL & DISK, FPP- FOUND PINCHED
<br /> 2 PIPE, LFE- LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK', PCP-=i- 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-i� D:SK No.4493, TBM= TEMPORARY
<br /> BENCHMARK, U/P= UTILITY POLE, W/F= WOOD FENCE
<br /> Drawn By:
<br /> t JOHN R.BEACH&ASSOCIATES,INC. SMS
<br /> SURVEYORS AND MAPPERS Checked By:
<br /> a) 911 WEST ST. PETERSBURG DRIVE
<br /> JRB
<br /> ONE OLDSMAR, FLORIDA 34677 Scale:
<br /> -PLOT PLAN 6/2/2020 AGS 2
<br /> ;F WAY (813) 554-1276 FAX (813) 855-8370 1 =30' I
<br /> r_ . 1��, - —L C�
<br /> 0 NOT VALID WITHOUT ORIGINAL SIGNATURE [6jj� —
<br /> GR*44RE DATE
<br /> :rA AND SEAL OF A,FLORIDA LICENSED
<br /> SURVEYOR AND MAPPER JOHN R. CH
<br /> I N.
<br /> Revisions: _LFLORIDA RE . LAND�SURVEYOR No. 2984 UB#4493
<br /> C
<br /> JEFF M. �IARTLEY
<br /> 724W-LISTIONAL SURVEYOR & MAPPER No.7123
<br />
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