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PLOT PLAN. SKETCH ONLY SEC. 05 TWP. 26 S, RNG. 21 E.
<br /> NOT A BOUNDARY SURVEY
<br /> LOT 22, BLOCK 5 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A WEST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" E
<br /> PASCO COUNTY, FLORIDA. T
<br /> THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> 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 M UNDERGROUND FOOTER, STEM WALL, AND
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY II UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. SHOWN.
<br /> LEGEND: DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> ww� = PROPOSED DRAINAGE FLOW < NOTES TAKE PREFERENCE.
<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 /> PRELIMINARY STAGE AND IS SUBJECT TO
<br /> NOTES: \'\ CHANGE AND/OR REVISION.
<br /> LOT GRADING TYPE = B \• TRACT E
<br /> PROPOSED PAD ELEVATION = 100.6' DRAINAGE AREA CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SIDE SETBACK = 7.5' S 64' STRUCTURE TIES SHOWN HEREON DENOTES
<br /> REAR SETBACK = 15' 23 3�., MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> TO PROPERTY LINE.
<br /> 6228, ■ = 10' UTILITY EASEMENT
<br /> ■■ = 10' DRAINAGE EASEMENT
<br /> LOT 23
<br /> BLOCK 5
<br /> J
<br /> s0'0" ON LOT AREA CALCULATIONS
<br /> N A to. �M LOT = 9325,55YSQ. FT.
<br /> LIVING AREA = 2278 SQ. FT.
<br /> .^00 2?�'10s, ry� ENTRY = 44 SQ. FT.
<br /> �'h cARgCF GARAGE<E��qN 9y yp) COVERED LANAI = N1 A —SQ. FT.
<br /> Z <FFTq" PATIO 2 c ( POOL = NA �—SQ. FT.
<br /> LOCK 5 0 CONC. DRIVE = 740 —SQ. FT.
<br /> B
<br /> >.So, A/C & CONC PAD = 12 _�SQ. FT.
<br /> LOT 21 PRIVATE SIDEWALK =_�— __SQ. FT.
<br /> IMPERVIOUS = 40
<br /> .�O 5 BLOCK = 3753 —SQ. FT.
<br /> h SOD =_5573 YSQ. FT.
<br /> OFF LOT AREA CALCULATIONS
<br /> N �o,00, RIGHT OF WAY = 1252.23 SQ. FT.
<br /> "' a DRIVE APRON 367—_SQ. FT.
<br /> PUBLIC SIDEWALK = 348 --SQ. FT.
<br /> h:'' �': SOD = 537_—_SQ. FT.
<br /> A. �, �;
<br /> 24.00' TOTALS
<br /> .< �N��` = 10577.78_SQ. FT.
<br /> C 134:. *
<br /> AREA
<br /> • . �C135 / DRIVEWAY =_1107SQ. FT.
<br /> SIDEWALK = 378 --SQ. FT.
<br /> (99.28) SOD = 6110 —SQ. FT.
<br /> \. FLOOD
<br /> ��,\• CO ZONE
<br /> FLOOD
<br /> ZONE (R/W 'RIES� I�/\ 4
<br /> (TRACT W/qY fL00D
<br /> A„ ,i G) \ ZONE PC(P)
<br /> FLOOD
<br /> ZONE \
<br /> DESCRIPTION: x
<br /> LOT 22, BLOCK 5, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION PHASES
<br /> 6, 8 & 9A", AS RECORDED IN PLAT BOOK 075, PAGES 075 THROUGH 080, OF THE PROPOSED:
<br /> PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LOWEST FLOOR ELEVATIONS:
<br /> LIVING AREA: 101.30'
<br /> CURVE RADIUS ARC I CHORD BEARING DELTA GARAGE AREA:
<br /> CO 225.00 113.20 112.01 S 55'4820 E 28'4931 ELEVATIONS REFERENCED TO
<br /> C134 C 25.00 9.00 8.95 N 75'1943 W 205740" NORTH AMERICAN VERTICAL
<br /> C134 P 26.63 60—, 6 7s'Da'13" W 19'20'07"
<br /> C135 225.00 60,57 60.30.39 N N 77'55 49 W 15'25 27 DATUM OF 1988. MEAN SEA
<br /> C140 350.00 5.22 5.22 S 6Y57 53" E 00'51 16 LEVEL= 00.00 FT.
<br /> APPARENT FLOOD HAZARD ZONE: "A" COMMUNITY PANEL NO. 12101C 0288 F EFFECTIVE DATE: 9/26/14
<br /> Project Number: Square Feet: 9325.55 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= UTILITY POLE W F= WOOD FENCE
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn By.
<br /> SMS
<br /> SURVEYORS AND MAPPERS Checked By.ec
<br /> 911 WEST ST. PETERSBURG DRIVE Chec
<br /> ONE OLDSMAR, FLORIDA 34677 JRB
<br /> WAY (813) 854-1276 FAX (813) 855-8370 S1al:
<br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 10/8/18 JBS
<br /> THE ORIGINAL RAISED SEAL OF A FLORIDA SI TUR D�E
<br /> LICENSED SURVEYOR AND MAPPER OHN R. BEAC
<br /> Revisions: FLORIDA REG. LAN SURVEYOR No• 2984 LB 4493
<br /> JEFF M. HARTLEY
<br /> PROF RVEYOR & MAPPER No.7 3
<br />
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