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SKETCH ONLY SEC. 04 TWP.--?-6S, RNG. 21 E.
<br /> PLOT PLAN NOT A BOUNDARY SURVEY
<br /> LOT 5, BLOCK 8 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36*42'29" E
<br /> PASCO COUNTY, FLORIDA. DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> ON LOT AREA CALCULATIONS N NOTES TAKE PREFERENCE,
<br /> LOT FT. ALL DATA SHOWN HEREON BASED ON THE
<br /> LIVING AREA 2576 _SQ. FT. b ENGINEERING PLANS OF HAMILTON ENGINEERING
<br /> ENTRY FT. In & SURVEYING, INC., PROVIDED BY LENNAR
<br /> GARAGE DZ4 --SQ. FT. Ij HOMES.
<br /> -0. FT.
<br /> NIA COVERED LANAI
<br /> PA110 = N —SQ. FT. 10' UTILITY EASEMENT
<br /> CONC. DRIVE =-213 —SO. FT.
<br /> A/C & CONG PAD FT. -C PRELIMINARY DRAWING:
<br /> PRIVATE SIDEWALK 30 --SQ. FT. 0
<br /> (n+ THIS PLAN IS FOR PERMITTING PURPOSES
<br /> IMPERVIOUS ONLY, NOT FOR CONSTRUCTION. VERIFY
<br /> 4161 —SO. FT. ALL DIMENSIONS BEFORE ANY CONSTRUCTION.
<br /> SOD 7404 --SQ. FT.
<br /> OFF LOT AREA CALCULATIONS LEGEND:
<br /> -AAA,- PROPOSED DRAINAGE FLOW
<br /> RIGHT OF WAY =__2Z§1a2_SQ. FT. (00.00) PROPOSED GRADE
<br /> DRIVE APRON =__15D_SQ. FT. E-00�00 EXISTING GRADE
<br /> PUBLIC SIDEWALK =-2-42—SO. FT.
<br /> SOD =__L6T9_SQ. FT.
<br /> TOTALS
<br /> AREA = 14326.26 SQ. FT.
<br /> DRIVEWAY =__WU__SQ. FT,
<br /> SIDEWALK =-222--SQ. FT.
<br /> SOD 9073—SQ, FT.
<br /> NOTES: 00) PCP(P)
<br /> LOT GRADING TYPE = B
<br /> PROPOSED PAD ELEVATION = 100.1'
<br /> FRONT SET = 20'
<br /> SIDE SET BACKBACK= 7.5' zj;"': S 88*08'01 E
<br /> 16 28'
<br /> REAR SETBACK = 15' Cjv
<br /> I A
<br /> "0
<br /> —————————
<br /> 40 —
<br /> 3 3.09
<br /> BLOCK
<br /> 6
<br /> /7 BLLOCK 8
<br /> G"
<br /> 0
<br /> V)
<br /> 61-
<br /> 1-1 19, 10.44'
<br /> 41 .........
<br /> LOT 4 L
<br /> BLOCK 8 'CD:. '00)
<br /> LOT 5
<br /> PROPOSED: BLOCK 8
<br /> LOWEST FLOOR ELEVATIONS:
<br /> 1
<br /> LIVING AREA: 100.80' 06'0_�
<br /> GARAGE AREA: N/A S W3 PR (P)
<br /> 49.
<br /> ELEVATIONS REFERENCED TO PLAT
<br /> NORTH AMERICAN VERTICAL BOUNDARY S PRM(P)
<br /> DATUM OF 1988. MEAN SEA
<br /> LEVEL= 00.00 FT. ZEPHYRHILLS COLONY COMPANY
<br /> (P.B.1, PAGE 55)
<br /> DESCRIPTION:
<br /> LOT 5, BLOCK 8, MAP OR PLAT ENTITLED "SILVERADO
<br /> RANCH SUBDIVISION PHASE 5A", AS RECORDED IN PLAT
<br /> BOOK 078, PAGES 033 THROUGH 037, OF THE PUBLIC I CURVE I RADIUS I ARC CHORD I BEARING I DELTA
<br /> C12 i I
<br /> 1 16000* 1 24,32' 1 24.29' 1 N 41-03-41- E 1 08-42-28-
<br /> RECORDS OF PASCO COUNTY, FLORIDA. C 7 160*.00' 1 129,72' 1 126.19, 1 N 68'3W27- E 1 46-27-04" 1
<br /> APPARENT FLOOD HAZARD ZONE- "X" COMMUNITY PANEL NO, 12101C 0452 F EFFECTIVE DATE: 9/26/14
<br /> I Square Feet: 11565.04 t LENNAR HOMES
<br /> fLEGEND:
<br /> I(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, FCMm FOUND CONCRETE MONUMENT, FIP— FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, EPP= 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 /> Drawn B
<br /> JOHN R.BEACH&ASSOCIATES,INC. SMS y.
<br /> SURVEYORS AND MAPPERS Checked By
<br /> t 911 WEST ST. PETERSBURG DRIVE JRB
<br /> ONE OLDSMAR, FLORIDA 34677 Scale:
<br /> WAY (813) 554-1276 FAX (813) 855-8370 1 1"-30
<br /> NOT VALID WITHOUT ORIGINAL SIGNATURE 1Date PLOT PLAN 05/23/2019 RTM
<br /> AND THE RAISED SEAL OF A FLORIDA XGN j RE DATE
<br /> LICENSED SURVEYOR AND MAPPER A
<br /> A'IR LAND SURVEYOR No. 2984 N
<br /> JOHN R. ACH
<br /> 0
<br /> Revisions: REVISED PER STREET NAME 5/30/19 JBS �FLORID LB#4493
<br /> FLORIDA M.
<br /> EFF M._I;L*TLEY
<br /> 1! SIONAL SURVEYOR & MAPPER No.7123
<br />
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