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KETCH
<br /> PLOT PLAN NOT ASB UND RYLSURVEY SEC. 24 TWP. 26 S, RNG. 21 E.
<br /> LOT 9 3 BEARING BASIS:
<br /> HIDDEN RIVER PHASE ONE B NORTH BOUNDARY OF SUBJECT PLAT BEING S 89'40'43" E
<br /> PASCO COUNTY, FLORIDA. T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS 1 MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT = 8116.22 SQ. FT. EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = ----SQ. FT.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY =_40-_SQ. FT. r�i UNDERGROUND FOOTER, STEM WALL, AND
<br /> GARAGE =_407 _SQ. FT. II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEND: COVERED LANAI = N-A SQ. FT. SHOWN.
<br /> = PROPOSED DRAINAGE FLOW PATIO =-23---SQ. FT.
<br /> (00.00) = PROPOSED GRADE CONC. DRIVE =-475 --SQ. FT. w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> E-00.00 = EXISTING GRADE A/C & CONC PAD = 9 __SQ. FT. _j NOTES TAKE PREFERENCE.
<br /> PRIVATE SIDEWALK =29----SO. FT. N DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> NOTES: IMPERVIOUS = 31_ 2539 Q. FT. PAGE INDICATES THAT PLAT IS IN
<br /> —S
<br /> LOT GRADING TYPE = A PRELIMINARY STAGE AND IS SUBJECT TO
<br /> PROPOSED PAD ELEVATION = SOD =-557_7_—SQ. FT. CHANGE AND/OR REVISION.
<br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS
<br /> = 10' � CERTAIN DATA SHOWN HEREON BASED ON
<br /> SIDE SETBACK
<br /> REAR SETBACK = RIGHT OF WAY = 2264.52 SQ. FT. ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> DRIVE APRON =_144_—SQ. FT.
<br /> PUBLIC SIDEWALK =_710 SQ. FT. STRUCTURE TIES SHOWN HEREON DENOTES
<br /> SOD =-1411 SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> TO PROPERTY LINE.
<br /> TOTALS ► = 10' DRAINAGE/UTILITY EASEMENT
<br /> AREA = 10380.74 SQ. FT.
<br /> DRIVEWAY =-619 `SQ. FT.
<br /> SIDEWALK = 739 SQ. FT.
<br /> SOD =-6988___SQ. FT.
<br /> DAWSON CHASE DRIVE
<br /> HIDDEN RIVER PHASE ONE A
<br /> (PLAT BOOK 74, PAGES 101-121)
<br /> (50'R/W)
<br /> o.
<br /> PLAT
<br /> W BOUNDARY
<br /> Z I 'S 89'40'43" E 85.03%,,'.': .
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<br /> d,?SJ. PRM(P)
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<br /> Oal. ....... .........' A/cE1: 6
<br /> 0 w^,o I rjS 20150' .......24.50'....... t`
<br /> 65--0"
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<br /> �om .....20'50•..... o - w N
<br /> Lil=� * 28.33' oz�mLJ= rn o O
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<br /> I� r,1 ,? :.. I.:": ..'... '�: :^ LOT 324
<br /> N' ' HIDDEN RIVER PHASE ONE A
<br /> O +. .•f N 89'36'58'W 24.50' (PLAT BOOK 74, PAGES 101-121)
<br /> ........ ......... .....................
<br /> 29.67 ry
<br /> ;0
<br /> 2 . o' r�� .- �"^^' N 89'40'43" W 1 10.00''�"'v f�nn �q,
<br /> Srj SS• -
<br /> J.
<br /> PLAT
<br /> BOUNDARY
<br /> T
<br /> Q BOIJDARY LOT 92
<br /> N
<br /> O
<br /> '-1
<br /> Oi
<br /> W
<br /> '-1
<br /> O
<br /> PROPOSED:
<br /> DESCRIPTION* LOWEST FLOOR ELEVATIONS:
<br /> 3 LIVING AREA: 74.90'
<br /> o LOT 93, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE B", GARAGE AREA: 74.36'
<br /> F AS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, ELEVATIONS REFERENCED TO
<br /> m OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. NATIONAL GEODETIC VERTICAL
<br /> lb
<br /> z CURVE RADIUS ARC CHORD BEARING DELTA DATUM OF 1929. MEAN SEA
<br /> 'L
<br /> ui C18 25.00- 39.24- 35.34• N 45'21.10'• E 1 89-56.15" 1 LEVEL= 00.00 FT.
<br /> ul
<br /> Q
<br /> a APPARENT FLOOD HAZARD ZONE: 'Y' COMMUNITY PANEL NO. 120230 0460 D EFFECTIVE DATE: 9/30 1992
<br /> Project Number: Squrea Feet: 8116.22 t LENNAR HOMES
<br /> z LEGEND:
<br /> o (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 /> p CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
<br /> 2 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 /> m U P= UTILITY POLE W F= WOOD FENCE
<br /> n JOHN R.BEACH&ASSOCIATES,INC. Drawn By:
<br /> SMS
<br /> a SURVEYORS AND MAPPERS Checked By:
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> a, ONE OLDSMAR, FLORIDA 34677
<br /> v WAY (813) 854-1276 FAX (813) 855-8370 Scale: QQ
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 8/16/18 ACS 0
<br /> o THE ORIGINAL RAISED SEAL OF A FLORIDA SIGNATVNl D TE
<br /> •5' LICENSED SURVEYOR AND MAPPER JOH BEA
<br /> Revisions: FL VI
<br /> REG. D SURVEYOR No. 2984 LB 4493
<br /> J F M. HARTL
<br /> LL P URVEYOR & MAPPER No.7123
<br />
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