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SKETCH ONLY SEC. 24 , TWP, 26 _S, RNG. 21 E.
<br /> PLOT'PLAN ' NOT A BOUNDARY SURVEY BEARING BASIS:
<br /> LOT 320 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 /> NNOTES TAKE PREFERENCE.
<br /> PRELIMINARY DRAWING: ALL DATA SHOWN HEREON BASED ON THE
<br /> THIS PLAN IS FOR PERMITTING PURPOSES ENGINEERING PLANS OF KIMLEY-HORN AND
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY
<br /> ASSOCIATES, INC., PROVIDED BY LENNAR HOMES.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. II
<br /> LEGEND: * = 10' UTILITY EASEMENT
<br /> = PROPOSED DRAINAGE FLOW
<br /> (00.00) = PROPOSED GRADE <
<br /> E-00.00 = EXISTING GRADE
<br /> NOTES:
<br /> LOT GRADING TYPE = A
<br /> PROPOSED PAD ELEVATION
<br /> FRONT SETBACK = 20'
<br /> SIDE SETBACK = 10'
<br /> REAR SETBACK = 10'
<br /> DAWSON CHASE DRIVE
<br /> HIDDEN RIVER PHASE ONE A
<br /> (PLAT BOOK 74, PAGES 101-121)
<br /> (50'R/W)
<br /> w -PCP(P)
<br /> L
<br /> ON LOT AREA CALCULATIONS
<br /> S 89*40'43" E i;Cq; LOT = 7309.30.-SQ. FT.
<br /> LIVING AREA = 1556--SQ. FT.
<br /> Z
<br /> 7,7tit
<br /> 20.51' ENTRY = 45 —SO. FT.
<br /> LAT GARAGE = 407 -SQ. FT.
<br /> BOUNDARY COVERED LANAI = Nz& _SQ. FT.
<br /> PATIO = 23 SO. FT.
<br /> POOL AREA ==N &=SQ. FT.
<br /> 77
<br /> CONC. DRIVE = 475----SO. FT.
<br /> CIA ctl
<br /> A/C & CONC PAD = 299 —SO. FT.
<br /> A =PRIVATE SIDEWALK —SO. FT.
<br /> IMPERVIOUS =-15
<br /> = 2544—SO. FT,
<br /> SOD =_j76! SQ. FT.
<br /> u') OFF LOT AREA CALCULATIONS
<br /> O 0 RIGHT OF WAY —SQ. FT.
<br /> LO DRIVE APRON = 225 --SQ. FT.
<br /> O � PUBLIC SIDEWALK =_L4_4_SO. FT.
<br /> Lc�
<br /> PROPOSED j SOD = 296---SQ. FT.
<br /> LOT 321
<br /> a) PLAN TOTALS
<br /> WUL 1941 AREA =_19_'L4_-18SQ. FT.
<br /> t I ELEV "Al' rn DRIVEWAY =_61_9L_Sq. FT.
<br /> LOT 319 C� GARAGE SIDEWALK FT.
<br /> LEFT 5061
<br /> SOD SO. FT.
<br /> LOT 320
<br /> 0
<br /> 4(Y-0"
<br /> 17.41'...........
<br /> PAII
<br /> PLAT
<br /> BOUNDARY
<br /> _7
<br /> r>
<br /> C273
<br /> PRM(P)
<br /> N 89*40'43" W (TYP)
<br /> 20.63'
<br /> TRACT A
<br /> IDDEN RIVER PHASE ONE A
<br /> PLAT BOOK 74, PAGES 101-121)
<br /> 1 CURVE I RADIUS I ARC I CHORD I BEARING I DELTA PROPOSED:
<br /> C273 1 310,00' 1 55.77' 1 55.70' 1 S 85-10.02- W 10-1830- LOWEST FLOOR ELEVATIONS:
<br /> C277 1 200.00- 1 35,98' 1 35.93* 1 N 8510-02- E i 10"18 LIVING AREA: 75.40'
<br /> GARAGE AREA:
<br /> ELEVATIONS REFERENCED TO
<br /> NATIONAL GEODETIC VERTICAL
<br /> DATUM OF 1929. MEAN SEA
<br /> LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 12101C 0458 F EFFECTIVE DATE: 9/26/2014
<br /> [Square Feet: 7309.30 f LENNAR HOMES
<br /> LEGEND:
<br /> (IC)= 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= 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/E= WOOD FENCE Drawn By.
<br /> JOHN R.BEACH&ASSOCIATES,INC. sms
<br /> SURVEYORS AND MAPPERS Checked By.
<br /> t 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> WAY (813) 854-1276 FAX (813) 855-8370 Scale: v
<br /> 1"-30-
<br /> NATURE NOT VALID WITHOUT ORIGINAL SIG jpate: PLOT PLAN 7/24/19 JBS
<br /> AND THE RAISED SEAL OF A FLORIDA NAT DATE
<br /> LICENSED SURVEYOR AND MAPPER
<br /> Revisions: FLORIDA REG. L b-SURVEYOR-No.,-204 LB#4493
<br /> JEFF M.-HARTLE -
<br /> PROFESSIO RVE'dOR-&_'MAPPER No.7123
<br />
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