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<br /> � SKETCH ONLY SEC. 24 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 28 BEARING BASIS:
<br /> HIDDEN RIVER PHASE ONE A NORTH BOUNDARY OF SUBJECT PIAT BEING S 89'40'43" E
<br /> PASCO COUNTY, FLORIDA. �T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> j� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT =_ 6599_34_SQ. FT. _ EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 1556 _SQ. FT. o
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUC110N. ENTRY = _45_�SQ. FT. "� UNDERGROUND FOOTER, STEM WALL, AND
<br /> ' GARAGE =_407__SQ. FT. II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LEGEND:
<br /> COVERED LANAI =__1A_SQ. FT. SHOWN.
<br /> �—�= PROPOSED DRAINAGE FLOW PATIO =__23___SQ. FT. ^ DO NOT SCALE THIS PRINT DIMENSIONS AND
<br /> CONC. DRIVE =__4_75�_SQ. FT. � NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE A/C & CONC PAD =__18 _�SQ. FT. �
<br /> E-00.00 = EXISTING GRADE
<br /> PRIVATE SIDEWALK = 29 SQ. FT. N DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> IMPERVIOl1S =_39__y, PAGE INDICATES THAT PLAT IS IN
<br /> NOTES: — _25_53 _SQ. FT. PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = A SOD =__4046 _SQ. FT. CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVATION =
<br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS CERTAIN DATA SHOWN HEREON BASED ON i
<br /> SIDE SETBACK = 10' RIGHT OF WAY = 720 00 SQ. FT. ENGINEERING PLANS PROVIDED BY CLIENT I
<br /> REAR SETBACK = 10' DRIVE APRON =_ 14_4�_SQ. FT. STRUCTURE TIES SHOWN HEREON DENOTES
<br /> PUBLIC SIDEWALK = 2_40_SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> SOD =__33_6___SQ. FT. TO PROPERTY LINE.
<br /> TOTALS * = 10' DRAINAGE/UTILITY EASEMENT
<br /> AREA =_7319.34 SQ. FT.
<br /> DRIVEWAY =__F19 __SQ. FT.
<br /> SIDEWALK . =__269 _SQ. FT S 89'36'S8" E
<br /> SOD =__4_382 SQ. FT. 25,00' - I
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<br /> LOT 335 (LJ
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<br />�y .O'� _�--► S 89°36'58" E 109.99' �� �s'� ,% � �
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<br /> ��o�� `�� N 89°36'58" W 109.99' �� �,yo1 :�'• 2s�o�'
<br /> TRACT "I" L L
<br /> BUFFER/DRAINAGE & I
<br /> IANDSCAPE EASEMENT
<br /> I • n
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<br /> LOT 29 , ,
<br /> PROPOSED:
<br /> LOWEST FLOOR ELEVATIONS: �
<br /> LIVING AREA: 74.80' '
<br /> GARAGE AREA:
<br /> DESCRIPTION: ELEVATIONS REFERENCED TO
<br /> LOT 28, 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 COUNIY, FLORIDA. LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY 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 NAIL"&-DISK„ TBM= TEMPORARY BENCHMARK,
<br /> U P= UTILITY POLE, W F= WOOD FENCE, R = RADIAL � ' -
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn By: SMS Square Feet: ��6599.34 �t_ ^- __ LENNAR HOMES
<br /> � SURVEYORS AND MAPPERS Checked By: . _ ' �, �_
<br /> 911 WEST ST PETERSBURG DRIVE JRB -
<br /> ONE OLDSMAR, FLORIDA 34677 - —' -_
<br /> WAY (g�3) 854-1276 FAX (813) 555-8370 Scale: �^=30' ' - - �,`
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 7 31 17 ACS '' - -� !"LO/
<br /> THE ORIGINAL RAI$ED SEAL OF A FLORIDA JOH . BEACH -- y� DATE
<br /> LICENSED SURVEYOR AND MAPPER FLORIDA G. L'AND SURVEYOR.No. 298'�} LB 4493
<br /> Revisions: RERVISED PER LEGAL 8/18/17 JBS - � ; -- _ _ .
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