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<br /> .j SKETCH ONLY SEC. 05 , TWP. 26 S, RNG. 21 E.
<br /> ' 1T PLAN NOT A BOUNDARY SURVEY BEARING BASIS: �
<br /> L0�1 10, BLOCK 4 `�
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE�/a OF 05-26-21 BEING N 89'25'01" E �`
<br /> PHASES 2, 3 8C 4 � T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PASCO COUNTY, FLORIDA. l� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> ON LOT AREA CALCULATIONS o
<br /> PRELIMINARY DRAWING: M UNDERGROUND FOOTER, STEM WALL, AND
<br /> LOT = 8302.75 SQ. FT.
<br /> THIS RLAN IS FOR PERMITTING PURPOSES �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> LIVING AREA = 2599_SQ. FT. SHOWN.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY ENTRY = 36 __SQ. FT. `
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. GARAGE = 586 _SQ. FT. w DO NOT SCALE THIS PRINT DIMENSIONS AND
<br /> LEGEND: COVERED LANAI = 144 SQ. FT. -� NOTES TAKE PREFERENCE.
<br /> pp�p -�N,A S0. FT. c¢i
<br /> .�—►= PROPOSED DRAINAGE FLOW CONC. DRIVE =5S9—_SQ. FT. N CERTAIN DATA SHOWN HEREON BASED ON
<br /> (00.00)- = PROPOSED GRADE A/C & CONC PAD =9__SQ. FT. ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> E-00.00 = EXISIING GRADE PRIVATE SIDEWALK =_4a _S0. FT.
<br /> IMPERVIOUS = 4$ % STRUCTURE TIES SHOWN HEREON DENOTES
<br /> = 4003_SQ. FT. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> SOD - 4300,SQ. FT. TO PROPERTY LINE.
<br /> OFF LOT AREA CALCULATIONS s = �0' UTILITY EASEMENT
<br /> RIGHT OF WAY =�2_03 SQ. FT. .• _ �0' DRAINAGE EASEMENT
<br /> DRIVE APRON =_ 2�5 SQ. FT.
<br /> PUBLIC SIDEWALK = 339 �SQ. FT.
<br /> SOD = 328 SQ. FT.
<br /> TOTALS
<br /> AREA =9�84•78 SQ. FT.
<br /> DRIVEWAY = 804 ___SQ. FT.
<br /> SIDEWALK =�379 SQ. FT.
<br /> SOD = 4628 SQ. FT.
<br /> LOT 11
<br /> BLOCK 4
<br /> � `.
<br /> o • o r� ...
<br /> � e •
<br /> �°�j �_�. S 89°57'13" E °�� 125.10' 1—► F9� �;"_' .
<br /> �� C16 .
<br /> O N
<br /> � n In
<br /> . . .31.94' .. 6B�_�� 23.6I7' .
<br /> O "��
<br /> � I * , ':
<br /> � Z 23.10� "_�
<br /> - � �W �'.�.;�� .:22.9�8� .. ;�� PADEI�i WHEEL
<br /> w o t�Wn t�o W�U' LOT 10 ::�� '::;•a'._�.... N o A �.
<br /> TRACT J � ,� p N J� BLOCK 4 ��,�••.�' :.�I>.�';.. ,;;.. �.:. � STREET
<br /> DRAINAGE AREA N a W� :;oo':,,'''���:.le,`oo,'� •,-o;; (R/W VARIES) (TRACT L)
<br /> ro: _- '� .a:� ,•o
<br /> O \ G' �N�',22.�0•.I •N N,
<br /> O ¢ •r.
<br /> o � ' ,��.• N 8835'27' W 60:00'
<br /> z .—. 31:94—'—' ..23.7 g.' '` O
<br /> �o :k* � • I,. �PCP(P)
<br /> o d '�. RADIUS
<br /> ;`: C�6 : POINT
<br /> `o^o� r�' N 89°57'13" W`o^�d�� 123.70' �`'' `069�� •�,'
<br /> � I
<br /> LOT 9
<br /> BLOCK 4
<br /> NOTES:
<br /> LOT GRADING TYPE = 8
<br /> PROPOSED PAD ELEVATION = 108.20'
<br /> FRONT SETBACK = 20' ar 22'
<br /> SIDE SETBACK = 7.5'
<br /> REAR SETBACK = 75'
<br /> CURVE DATA
<br /> CURVE RADIUS ARC CHORD BEARING DELTA
<br /> cise ss.00' iz.as' �z.as' s oe•a�'2s" w is•2s'sz" PROPOSED:
<br /> C168 60.00' 14.36' 14.33' S 05'26'S4" E is•az'Sa" LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 108.90'
<br /> DESCRIPTION: GARAGE AREA: 108.36'
<br /> LOT 10, BLOCK 4, MAP OR PLAT ENTITLED "SILVERADO ELEVATIONS REFERENCED TO
<br /> RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN DATUM OFER988N�EANI SEA
<br /> PLAT BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLIC LEVEL= 00.00 FT.
<br /> RECORDS OF PASCO COUNTY, FLORIDA.
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> Project Number: ______
<br /> Square Feet: 8302.75 t LENNAR HOMES
<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, 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= UTILIN POLE, W F= WOOD FENCE, R = RADIAL Drawn By:
<br /> JOHN R.BEACH&ASSOCIATES,INC. sMs
<br /> � SURVEYORS AND MAPPERS Checked By. �
<br /> 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677 Scale:
<br /> WAY (813) 854-1276 FAX (813) 855-8370 1"=30' �� �1
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 3/20/2017 GH H , BEACH DATE
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA FLORID EG. LAND SURVEYOR No. 2984 LB#4493
<br /> LICENSED SURVEYOR AND MAPPER • - �
<br /> Revisions:
<br /> �
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