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SKETCH ONLY SEC 24.25, TNP.26 S, RNG.21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY ..--
<br /> M
<br /> LOT sa
<br /> HIDDEN RIVER PHASE ONE B NORTH BOUNDARY OF SUBJECT PUT BONG S 89'40'4Y E
<br /> BF INC LkAsls;
<br /> PASCO COUNTY, FLORIDA. �7 tNts s�RVEY Js suaecT 70 ANY FACTS THAT
<br /> lit MAY HE DISCLOSED BY A FULL AND ACCURATE
<br /> PRELIMINARYDRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> THIS PLAN IS FOR PERMITTINO PURPOSES LOT r__§3B5 U S0.FL _ EASEMENTS AND RESIH1G11DNS OF RECORD.
<br /> ONLY.NOT FOR CONSTRUCTION.VERIFY LIVING AREA /556 S0.FT. n UNDERGROUND FOOTER, STEM WALL. AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY a 4D FT.
<br /> 9 UNDERGROUND UlNTES ARE NOT LOCATED IX2
<br /> LEGEND: COVERED LANAI NlA,�9q.R. SHOWN.
<br /> -PROPOSED DRAINAGE FLAW PATIO 23 SO-FT. W' OO NOT SCALE TINS PRINT.DIMENSIONS AND
<br /> (OLOO),-PROPOSED GRADE CONC.DRIVE +75,_$0.H. 3 NOTES TAKE PREFERENCE•
<br /> E-OD.OD�-ETOSONC GRADE A/C&CONC SIDPADEWALK
<br /> .. 9 Sd FT. c� DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PRIVATE SIDEWALK .+_29,, Sq.FT.
<br /> LO(y�8; IMPERVIOUS PAGE INDICATES THAT ND PLAT IS :N
<br /> LOT PROPOSED
<br /> P TYKE V A ^ 2`-"T9 SO.FT. PRELICHANCE
<br /> NARY STAGE ION 19 SUBJECT TO
<br /> PROPOSED PAD ELEVATON- SW � s0s7 SD FL CHANCE AND/OR REVISION
<br /> FROSIXNT SETBACK-20' OFF LOTAREA CALCULATIONS
<br /> EtEM CERTAIN DATA SHOWN HEREON BASED ON
<br /> \ WA SETBACK=10'
<br /> SETBACK=10' RIGHT OF WAY a 72000 m FT. ENGINEERING PL.,WS PROVIDED BY CLIENT.
<br /> PDRIVEUBLIC
<br /> APRON - 144 SO,FT. STRUCTURE TIES SHOWN HEREON DENOTES
<br /> PUBLIC SIOEWA(X = 336 S0.FL MEASUREMENT FROM FORM BOARgS/FOUNOAl70N
<br /> SOD 4 J3B 5q.FT. TO PROPERTY LINE
<br /> TOTALS =10'DRAINAGE/UiRM EASEMENT
<br /> AREA _2MAL so.R.
<br /> DRIVEWAY .. et9 Sn!Z.
<br /> SIDEWALK 30..-54 FT.
<br /> SOD = 4393 <0.FT•
<br /> \\ �0
<br /> LOT 49 n6'7Jp •_.•TS \\\\\\'\ya� �S-/�
<br /> O g1 '8. \�.••
<br /> d ib, , ..J••.y, ,�.;;, .
<br /> „,(sue" 14-04 � `?Q q a .t•�.; .. .
<br /> Ate.
<br /> 6.
<br /> Lk
<br /> a�As �14•� SOUNMR'F
<br /> -„ op 5 .•.
<br /> a LOT 51
<br /> C
<br /> y \ PLAT
<br /> TRACT 1' OOVNDAR(
<br /> HIDDEN RIVER PHASE oNE A '
<br /> ^_7 (PUT 9ao14�..�gg1DI-120 \ PC(P)
<br /> 9N.FFSEMER( \
<br /> PROPOSED:
<br /> FuRE RD.RINc asrnRCERCT \ LOWEST FLOOR ELEVATIONS:
<br /> rfi f U44 N W21 SS E 4.fi9 LIVING AREA: 71.65'
<br /> $ DESCRIPTION: GARAGE AREA 71.11'
<br /> ELEVATIONS REFERENCED TO
<br /> LOT 50, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", NATIONAL GEODETIC VERTICAL
<br /> z� AS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, 'DATUM OF 1929. MEAN SEA
<br /> OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIak LEVEL= 00.00 FT.
<br /> c�. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 120230 0460 O EFFECTIVE DATE: 9 30 1992
<br /> PT .d W-b.0 Squc.Feel- 6595.81 f LENW HOMES
<br /> _ L
<br /> a(C)-CALCULATED DATA,(D)=DEED DATA.(U)=MEASURED DATA, (P)- PLAT DATA, i= CENTERLINE,A/C=AIR C0Nn1RON134 S/C=BACK OF CURB.C/Sm
<br /> CONCRETE SLAB,CH=CHORD,CNB=WORD SCARING,CLF-CHAIN LINK FENCE.CONCCONCRETE CON.COVERED.E/P®EDGE OF PAVEMENT,MT- EASEMENT,
<br /> F/C- MO'E CORNER, FCM- FOUND CONCRETE MONUMENT.FP=FOUND WON PIPE,FIR-FOUND IRON ROD,FN&D-FOUND NAIL&DISK,FPP-FOUND PINCHED
<br /> PPE,LFEV LOWEST FLZR ELEVATION,MAS=MASONRY,OR- OFFICIAL RECORD BOOK. FB- PLAT BOOK,PCP-PERMANENT CONTROL POINT.PERM=PERMANENT
<br /> REFERENCE MCNUitiNT,RJW=RRNT OF WAY,R-RADNS•SR-SET 1/2'IRON ROM k CAP Nu 4493,SN&O=SET NAIL do DISK. TBM�- TEJNORARY BENCHMARK.
<br /> u .U71L11Y PO.F, WOOp FENCE
<br /> JOHN R.BEACH&ASSOCIATES,INC. IX.—
<br /> or
<br /> 'dr SURVEYORS AND MAPPERS SIMS Checked DSc
<br /> 911 WEST ST.PETERSBURG DRIVE JRD
<br /> ONE OLDSMAR,FLORIDA 34577
<br /> WAY (BIS)854-1278 FAX(813)H55-0370
<br /> T`S THE ORIGINAL RAISED SEAL Or AO RIOAa Date:PLOT PLAY 6f20Jt8 ACS SI TIJk V filj�U L..
<br /> " UCE14SED SURVEYOR AND MAPPER - R,0 -
<br /> RaVs)am RAISED PER FEE 8/15/15 ACS FLORIOA REG. D SURVEYOR Na.298E LB 4493
<br /> JEFF N.NAR
<br /> - PftOfE5;g0 SUR+rEYOR&MAPPER No.7123
<br />
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