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SKETCH ONLY SEC. 05 , TWP. 26 S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> BEARING BASIS:
<br /> LOT 23, BLOCK 5
<br /> SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A WEST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" 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 /> 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 UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> SHOWN.
<br /> LEGEND:
<br /> -niw► = PROPOSED DRAINAGE FLOW DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE <
<br /> E-00.00 = EXISTING GRADE FLOOD DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> FLOOD TRACT E ZONE t PAGE INDICATES THAT PLAT IS IN
<br /> NOTES' o ZONE DRAINAGE AREA "X•, PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = B o
<br /> „ 'oo. _ CHANGE AND/OR REVISION.
<br /> X -. _ _ _ _
<br /> PROPOSED PAD ELEVATION = 101.4'
<br /> CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' FLOOD ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SIDE SETBACK = 7.5' ' FLOOD S 6 ZONE
<br /> REAR SETBACK = 15' ZONE �23• A STRUCTURE TIES SHOWN HEREON DENOTES
<br /> "A" fff 3J MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> 4 TO PROPERTY LINE.
<br /> 9
<br /> 10' UTILITY EASEMENT
<br /> :M
<br /> `g950�
<br /> 4 C�i •
<br /> N O r 9a O'q/
<br /> C
<br /> o�
<br /> BLOCK 5 0� roe pqA
<br /> 4
<br /> \ so,0
<br /> <c/ =, k
<br /> Clv ?y S OS
<br /> A
<br /> o h cg15 f�p<q ON LOT AREA CALCULATIONS
<br /> �j GF Ft, ^' LOT = 8898.11-SQ. FT.
<br /> t` <FFTe" LIVING AREA = 24-43 $q• FT•
<br /> e4�k j GARAGE = 655 SQ. FT.
<br /> u 3 -N a u COVERED LANAI = N SQ. FT.
<br /> p �oryh� PATIO = 32 SQ. FT.
<br /> a �S a ld) CONC. DRIVE = 609 -SQ. FT.
<br /> � 3 �h�a A/C & CONC PAD = 12 Q. FT.
<br /> PRIVATE SIDEWALK =29 _SD. FT.
<br /> Z LOT 22'o BLOCK 5 IMPERVIOUS = 44
<br /> o
<br /> LL o 9� �o Zss>%;.'...'. 0� = 3921 _SQ. FT.
<br /> N SOD = 4977 _SQ. FT.
<br /> ry' OFF LOT AREA CALCULATIONS
<br /> RIGHT OF WAY = 1238.85 S FT.
<br /> ' Q.
<br /> m ?`oo' ,`: 6 Gj DRIVE APRON = 370 _SQ- FT.
<br /> PUBLIC SIDEWALK = 347 _SQ. FT.
<br /> SOD = 522 _SQ. FT.
<br /> a �..,
<br /> TOTALS
<br /> ^o n• AREA 10136.96 SQ. FT.
<br /> \ DRIVEWAY _ 979 SQ. FT.
<br /> M•
<br /> SIDEWALK - 376 -SQ. FT.
<br /> o : SOD = 5499-_SQ. FT.
<br /> �z
<br /> `\
<br /> NOTES:
<br /> LOT GRADING TYPE = B
<br /> PROPOSED PAD ELEVATION = 101.4'
<br /> v PCP(P� ', ;� FRONT SETBACK = 20'
<br /> RADIUS SIDE SETBACK = 7.5'
<br /> POINT REAR SETBACK = 15'
<br /> LA
<br /> 0
<br /> C) PROPOSED:
<br /> LO LOWEST FLOOR ELEVATIONS:
<br /> rn LIVING AREA: 102.10'
<br /> -� GARAGE AREA:
<br /> SADDLE PALM WAY !_ ELEVATIONS REFERENCED TO
<br /> (R/p� W VARIES) (TRACT G) NORTH AMERICAN VERTICAL
<br /> Z / �pCp( DATUM OF 1988. MEAN SEA
<br /> 1
<br /> LEVEL= 00.00 FT.
<br /> o DESCRIPTION: 1LINE BEARING DISTANCE
<br /> L9 LOT 23, BLOCK 5, MAP OR PLAT ENTITLED "SILVERADO L47 c N 14.14.56" W 35.83'
<br /> RANCH SUBDIVISION PHASES 6, 8 & 9A AS RECORDED -NO LINE DATA APPEARS ON RECORDED PLAT FOR L47-
<br /> J CURVE RADIUS I ARC CHORD BEARING I DELTA
<br /> IN PLAT BOOK 075, PAGES 075 THROUGH 080, OF THE C132 55.00' 1 49.38' 1 47.73' N 44.20-28° w 1 51.26-11"
<br /> PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. i C133 25.00' 1 20.24' 1 19.68- N 41-55.42" W 1 46-56.55-
<br /> o APPARENT FLOOD HAZARD ZONE: "A" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> Project Number: Square Feet: 8898.11 f LENNAR HOMES
<br /> W LEGEND:
<br /> t(C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, (I-- CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
<br /> Cl 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 /> U PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br /> zz 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 /> oC U P= UTILITY POLE, W F= WOOD FENCE
<br /> p JOHN R.BEACH&ASSOCIATES,INC. Drawn By.
<br /> SMS
<br /> 9 SURVEYORS AND MAPPERS Checked By.
<br /> w 911 WEST ST. PETERSBURG DRIVE
<br /> f ONE OLDSMAR, FLORIDA 34677 JRB
<br /> i WAY (813) 854-1276 FAX (813) 855-8370 Scale:
<br /> 1"=30'
<br /> O NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 1/11/19 ACS I IG I
<br /> ;Ln THE ORIGINAL RAISED SEAL OF A FLORIDA G TURE DATE
<br /> LICENSED SURVEYOR AND MAPPER JOHN BEACH
<br /> Revisions: FLORIDA G. LAND SURVEYOR No. 2984 LB 4493
<br /> v1 JEFF Cl M. H TLEY
<br /> ,�� AL SURVEYOR & MAPPER No.7123
<br />
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