, � SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLO'1"PLAN ' � NOT A BOUNDARY SURVEY
<br /> BEARING BASIS:
<br /> LOT 39
<br /> HIDDEN RIVER PHASE ONE A 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 /> 1� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH. ALSO SUBJECT TO SETBACKS.
<br /> EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT = 6600_00 SQ. FT.
<br /> ONLY, NOT FOR CONSTRUC110N. VERIFY LIVING AREA =_ 1838__SQ. FT. ,.�� UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY =__3�____SQ. FT. �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> GARAGE __ 406 __SQ. FT. SHOWN.
<br /> LEGEND: COVERED LANAI =�A�SQ. FT.
<br /> �—►= PROPOSED DRAINAGE FLOW PAT�� _– 23---SQ. FT. � DO NOT SCALE THIS PRINT DIMENSIONS AND
<br /> CONC. DRIVE = 339 _SQ. FT. a NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE A/C & CONC PAD =_�8�—SQ. FT. N
<br /> E-00.00 = EXISTING GRADE PRIVATE SIDEWALK = �2 SQ. FT. DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> IMPERVIOUS = _41 ___% PAGE INDICATES THAT PLAT IS IN
<br /> NOTES: _ _2_72_8___SQ. FT. PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = A SOD =__38�2__SQ. FT. CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION = CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS ENGINEERING PLANS PROVIDED BY CLIENT
<br /> SIDE SETBACK = 10' RIGH'f OF WAY = 720.00_S�. FT
<br /> REAR SETBACK = 10� DRIVE APRON = L44-SQ. FT. STRUCTURE TIES SHOWN HEREON DENOTES
<br /> PUBLIC SIDEWALK =�240 SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> SOD =_ 33_6 __SQ. FT. TO PROPERTY LINE.
<br /> TOTALS ' = 10' DRAINAGE/UTILITY EASEMENT
<br /> AREA =_ 7320_00 SQ. FT.
<br /> DRIVEWAY =_ 483 ___SQ. FT.
<br /> SIDEWALK =_3L�_—SQ. FT.
<br /> SOD =_4208 __SQ. FT.
<br /> TRACT "D"
<br /> DRAINAGE &
<br /> LANDSCAPE EASEMENT
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<br /> �� �i�_ -
<br /> ` PPT° O�J LOT 38
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<br /> LOT 40 � �°�o,
<br /> O �p0� a 9,�9�' �
<br /> N �
<br /> 0 a0./
<br /> 0. � �'. .^� i.,. �O �/�`O" �-' �
<br /> }.,600`" •�. '
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<br /> � '/`'��: •�".�`•.y: .� 6��O `'o, i
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<br /> /v�O� PROPOSED:
<br /> MO LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 72.95'
<br /> GARAGE AREA: i
<br /> DESCRIPTION: ELEVATIONS REFERENCED TO
<br /> LOT 39, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE A", NATIONAL GEODETIC VERTICAL
<br /> AS RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, DATUM OF 1929. MEAN SEA
<br /> OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNIlY PANEL N0. 120230 0460 D EFFECTIVE 'DATE: 9/30/1992
<br /> LEGEND:
<br /> (C)= 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, P6= 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 NAI�dc DISK, TBM= TEMPORARY BENCHMARK,
<br /> U P= UTILITY POLE, W F= WOOD FENCE, R = RADIAL ��` �
<br /> JOHN R.BEAGH&ASSOCIATES,INC. Drawn BY� SMS Square Feet:-' �3(i00.00, ;±_�`- ' LENNAR HOMES
<br /> � SURVEYORS AND MAPPERS Checked By - - .
<br /> 911 WEST ST PETERSBURG DRIVE JRB �
<br /> ONE OLDSMAR, FLORIDA 34677 - ,
<br /> WAY (813) 854-1276 FAX (813) 855-8370 Scale: �^=30' - - - �Q�y
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 7 31 17 ACS ��lpr[YJ
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA OHN BEACH DATE
<br /> LICENSED SURVEYOR AND MAPPER FLORIDA R IAND-SUR\�EYOR No. 29 4' LB 4493
<br /> Revisions: RERVISED PER LEGAL 8/1 S/17 JBS
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