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PLOT PLAN S+�ETCH oN�Y SEC. 05 , TWP. 26 S, RNG. 21 E. I
<br /> NOT A B�JUNDARY SURVEY
<br /> LOT 4, BLOCK' 4 , BEARING BASIS: ,
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE% OF OS-26-21 BEING N 89'25'Ot" E
<br /> PHASES 2, 3 & 4 ` � "'
<br /> PASCO COUNTY, FLORIDA. '�T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> j� MAY BE DISCLOSED BY A FULL AND ACCURATE�
<br /> . TITLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> PRELIMINARY DRAWING: _ EASEMENTS AND RESTRICTIONS OF RECORD. ,
<br /> THIS PLAN IS FOR PERMITTING PURPOSES
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY M UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. p UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> SHOWN.
<br /> LEGEND: ^ DO NOT SCALE THIS PRINT. DIMENSIONS AND '
<br /> .�—►= PROPOSED DRAINAGE FLOW w
<br /> Q NOTES TAKE PREFERENCE. j
<br /> (00.00) = PROPOSED GRADE �
<br /> E-00.00 = EXISTING GRADE � DESCRIPTION NOT CONTAINING PLAT BOOK AND ,
<br /> PAGE INDICATES THAT PLAT IS IN
<br /> NOTES: PRELIMINARY STAGE AND IS SUBJECT TO I
<br /> LOT GRADING TYPE = B CHANGE AND/OR REVISION. i
<br /> PROPOSED PAD ELEVATION = 109.8' CERTAIN DATA SH04VN HEREON BASED ON
<br /> FRONT SETBACK = 20' or 22' ENGINEERING PLANS PROVIDED BY CLIENT. �
<br /> SIDE SETBACK = 7.5'
<br /> REAR SETBACK = 15' STRUCTURE TIES SHOWN HEREON DENOTES '
<br /> MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> TO PROPERTY LINE.
<br /> �EN�6 wHEEL SrREET * - 10' UTILITY EASEMENTI
<br /> � �(T���—
<br /> ��pC�p '�` o . ON LOT AREA CALCULATIONS
<br /> � � o LOT = 7668.91_SQ. FT.
<br /> � � ' —
<br /> '•" :.. . ' _ o REA _ —
<br /> ,.
<br /> :.�..., ' ._. . -------
<br /> ''•,:.:• Q. FT
<br /> . .••..t. ', • _
<br /> ,..
<br /> �.p�:a-�.:.,;',.'.�. �. ': :*�, .� D NAI -- —SQ FT
<br /> S
<br /> ENTRY 38 g , _
<br /> GARAGE 611 SQ. FT.
<br /> , - . , , COVERE LA = 181
<br /> � : •• .� ����: PA110 =—NJA--SQ. FT.
<br /> ,o$$e� �y •.C177,":K'`,-'. ' ' .• . ;4: CONC. DRIVE = 593 �_SQ. FT.
<br /> L �. :•..:24.00'�.�•::. �'�' .: . . A/C & CONC PAD = 13 _SQ. FT.
<br /> � • • ... , ' rio PRIVATE SIDEWALK = 51---�SQ. �.
<br /> � �- .:`. ��. 8s IMPERVIOUS =_39 �%
<br /> � �; � ���""-_� o `�J = 2999 _SQ. FT.
<br /> � �;� M; N N. � SOD =_ 4670�SQ. FT.
<br /> � � • .'zs.00' . � OFF LOT AREA CALCULATIONS
<br /> , ��ry RIGHT OF WAY = 1145.00 gp, �,
<br /> 8'1e N DRIVE APRON = 3_50 _SQ. FT.
<br /> �
<br /> 2 PUBLIC SIDEWALK = 324 _SQ. FT.
<br /> - v SOD = 471_�_SQ. FT.
<br /> 8.18' �
<br /> z TOTALS
<br /> � 48�-8" �
<br /> � N 88•38'ia.w 8.20' AREA = 8813.91 SQ. FT. ,
<br /> N . 3 � 0 � _ DRIVEWAY =_ 943 __SQ. FT.
<br /> LOT 5 . � PROPOSED PLAN: �a A�C � LOT 3 SIDEWALK = 375 �_SQ. FT.
<br /> BLOCK 4 3127 �� BLOCK 4 SOD = 5141 SQ. FT.
<br /> o� ELEV B �a � �
<br /> `,09`' GARAGE LEFT " �� �
<br /> w LOT 4 °s '
<br /> � BLOCK 4 �`�oJ
<br /> �
<br /> �1- �
<br /> N �
<br /> 8.27' 16.90' �
<br /> O .
<br /> Z �
<br /> . �
<br /> � .n �. I
<br /> •M M �
<br /> � M.
<br /> n
<br /> �
<br /> " 5°� N 88°35'27" W 65.16' �'o
<br /> � ��o�' �
<br /> � TRACT J SO3
<br /> � DRAINAGE AREA
<br /> � '
<br /> �
<br /> �
<br /> a CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD LENGTH CHORD BEARING PROPOSED.
<br /> CO 337.00' 96.01' 16'19'29" 95.69' S 69'34'18" E
<br /> ' c,�� 337.00' 65.35� i,•oe�38" 65.25' S 83'17�za•� E LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 110.50'
<br /> ' DESCRIPTION: GARAGE AREA:
<br /> i LOT 4, BLOCK 4, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION ELEVATIONS REFERENCED TO
<br /> NORTH AMERICAN VERTICAL�
<br /> PHASES 2, 3 & 4", AS RECORDED IN PLAT BOOK 73, PAGES 59 DATUM OF 1988. MEAN SEA
<br /> � THROUGH 65, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT.
<br /> �
<br /> �
<br /> APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 12101C 0288 F EFFECTIVE DATE: 9/26/14
<br /> �Project: SILVERADO RANCH Square Feet: 7668.91 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= OFFICIAL RECORD BOOIC, P6= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br /> a 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:
<br /> � SURVEYORS AND MAPPERS JBS
<br /> 971 WEST ST. PETERSBURG DRIVE Checked By.
<br /> � WAY OLDSMAR, FLORIDA 34677 JRB i
<br /> (813) 854-1276 FAX (813) 855-8370 Scale:
<br /> � �,�_30' I
<br /> : NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 6 27 17 ACS A� ��j,dj
<br /> `THE ORIGINAL RAISED SEAL OF A FLORIDA N . EACH ATE
<br /> v LICENSED SURVEYOR AND MAPPER FLORIDA LAND SURVEYOR No. 2984 LB//4493
<br /> Revisians:
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