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SKETCH ONLY SEC. 05 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN " � NOT A BOUNDARY SURVEY
<br /> LOT 6, BLOCK 2 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE% OF 05-26-21 BEING N 89'25'01" E
<br /> I PHASES Z, 3 HC 4- THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PASCO COUNTY, FLORIDA. � MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> PRELIMINARY DRAWING: M UNDERGROUND FOOTER, STEM WALL, AND
<br /> THIS PLAN IS FOR PERMITTING PURPOSES p UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> ONLY, NOT FOR CONSIRUCTION. VERIFY ^ SHOWN.
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> Q NOTES TAKE PREFERENCE.
<br /> LEGEND: "
<br /> �-�= PROPOSED DRAINAGE FLOW � CERTAIN DATA SHOWN HEREON BASED ON
<br /> (00.00) = PROPOSED GRADE ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> E-00.00 = EXISTING GRADE STRUCTURE TIES SHOWN HEREON DENOTES
<br /> MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> PIOTES' TO PROPERTY LINE.
<br /> LOT GRADING TYPE = B
<br /> PROPOSED PAD ELEVATION = 104.3'
<br /> FRONT SET BACK = 22' * = 10' UTILITY EASEMENT
<br /> SIDE SET BACK = 7.5' LOT 10 '
<br /> REAR SETBACK = 15' BLOCK 2 LOT 9
<br /> BLOCK 2
<br /> N 88°14'25" W I
<br /> 18.46' I
<br /> r r LOT 8
<br /> ��o °'s N 84'42'34" W r,o a�ocK 2
<br /> — �J �J 49.07' 'so, .,aO�
<br /> J ��o
<br /> �
<br /> m � �
<br /> �l�F N U ao�
<br /> �`?OJ :�\ ri
<br /> � Q N•
<br /> :�aA;nb 60l
<br /> � iz.aa' ��,��.
<br /> 11.92'
<br /> S 83'S4'O6'E
<br /> � 40�-0..
<br /> O i„)
<br /> � ` �
<br /> I �'ROPOSED / N
<br /> w ' '"_ PLAN \ .�
<br /> g'�i0 �941 J
<br /> � I ELEV^q�. �
<br /> BLOCK52 � o� ���ERIG� / y�
<br /> p� Z LOT g =
<br /> ON LOT AREA CALCULATIONS o e�ocK 2 � BLOCK72
<br /> LOT = 6655.56 SQ. FT. z �O
<br /> LIVING AREA = 1556 SQ. FT.
<br /> ENTRY =_45 SQ. FT. ((( �
<br /> GARAGE __ 407 SQ. FT. \ . �.sg•
<br /> COVERED LANAI == N�A_SQ. FT. 1 `� :' •'� • • ( �
<br /> 7.se' �
<br /> PA110 = 23 _SQ. FT. � = 15.bb'''..:,.
<br /> CONC. DRIVE = 5_09 SQ. FT. . �i
<br /> A/C & CONC PAD =_18_�SQ. FT. ( �' ' . •
<br /> PRIVATE SIDEWALK =_�9__SQ. FT. \ :;'�, �+ '' .
<br /> IMPERVIOUS = 39 y, 1 rv.N °��. ,� °:i':`:`.�
<br /> �q
<br /> -__ZSH7 r� `�'N"_`•N__ _fV;�. .� ��..:n
<br /> - —SQ. FT. —°� � N �
<br /> SOD = 4069 _SQ. FT. �`t�j , � * ; �
<br /> , 1��
<br /> OFF LOT AREA CALCULATIONS :�5�:' �..1`' l,oti•
<br /> RIGHT OF WAY =_ 917_37 SQ. FT. : •`-�' �. 'r�:_CS8
<br /> DRIVE APRON = 233 _SQ. FT. '''��-: :':
<br /> :'-• \
<br /> PUBLIC SIDEWALK = �59�SQ. FT. � ' ' b
<br /> SOD = 425 _SQ. FT. o• ��'1: '::_.
<br /> 'r.: :"20.00'.^ 'o t
<br /> TOTALS ,..��,� `PC(P)
<br /> AREA = 7572_93 SQ. FT. �
<br /> DRIVEWAY =_ 742 +SQ. FT. —
<br /> SIDEWALK =_ 288 SQ. FT. CARRIA�E 1 iIP E GOUR`�'''
<br /> SOD =_4494__SQ. FT.
<br /> �R/W VARIES) (TRACT �) •
<br /> CURVE DATA
<br /> CURVE RADIUS ARC CHORD BEARING DELTA
<br /> cs� 380.00' sz.zo' S2.16' N 83'54'07" W o�•sz�is" PROPOSED:
<br /> csa sao.aa' aa.az� 40.80' N 76'S3'2o" w os•os'��" LOWEST FLOOR ELEVATIONS:
<br /> DESCRIPTION: LIVING AREA: 105.00'
<br /> LOT 6, BLOCK 2, MAP OR PLAT ENTITLED "SILVERADO RANCH GARAGE AREA: 104.46'
<br /> SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN PLAT ELEVATIONS REFERENCED TO
<br /> NORTH AMERICAN VERTICAL
<br /> BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLIC RECORDS DATUM OF 1988. MEAN SEA
<br /> OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> Project Number• _____ Squore Feet: 6655.56 t LENNAR HOMES
<br /> LEGEND:
<br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, r�= 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= Of FICIAL 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 F= WOOD FENCE, R = RADIAL
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn ey.
<br /> � SMS
<br /> SURVEYORS AND MAPPERS Checked By.
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677
<br /> WAY- Scale: �^=30' Q
<br /> (813) 854-1276 FAX (813) 855-8370
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 12/28/16 ACS O �P
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA N R. ACH - DAT
<br /> LICENSED SURVEYOR AND MAPPER FLORIDA RE LAND SURVEYOR No. 2984 L8�4493
<br /> Revisions: REVISED PER FRONT SETBACK 3/07/2017 GH ,
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