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SKETCH ONLY SEC. 05 TWP,---26 S, RNG.---2L-E- <br /> PLOTPLAN NOT A BOUNDARY SURVEY BEARING BASIS: <br /> LOT 36, BLOCK 6 EAST BOUNDARY OF SUBJECT PLAT BEING N 02'35'32" E <br /> SILVERADO RANCH SUBDIVISION PHASES 6, 8 & 9A <br /> PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT <br /> N MAY BE DISCLOSED BY A FULL AND ACCURATE <br /> PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH" ALSO SUBJECT TO SETBACKS, <br /> THIS PLAN IS FOR PERMITTING PURPOSES LOT SO. FT. EASEMENTS AND RESTRICTIONS OF RECORD. <br /> ONLY, NOT FOR CONSTRUCTION. VERIFY LIVING AREA = 183_8 <br /> = 32—SQ. FT. rn UNDERGROUND FOOTER, STEM WALL, AND <br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY LOCATED OR <br /> GARAGE = 406 —SO. FT. it UNDERGROUND UTILITIES ARE NOT <br /> LEGEND: COVERED LANAI =--N/A SQ. FT. SHOWN- <br /> PROPOSED DRAINAGE FLOW PATIO =--13 SQ. FT. DO NOT SCALE THIS PRINT. DIMENSIONS AND <br /> (00.00) PROPOSED GRADE < <br /> CONC. DRIVE =—339SQ. FT. <br /> NOTES TAKE PREFERENCE. <br /> A/C & CONG PAD = 18 Q. FT. 0 <br /> E-00.00 EXISTING GRADE PRIVATE SIDEWALK =—I-Z—SQ. FT- DESCRIPTION NOT CONTAINING PLAT BOOK AND <br /> IMPERVIOUS =--A0 7 t PAGE INDICATES THAT PLAT IS IN <br /> NOTES: = 2728 SO. FT. PRELIMINARY STAGE AND IS SUBJECT TO <br /> LOT GRADING TYPE = A SOD = Al 39 SO. FT. CHANGE AND/OR REVISION. <br /> PROPOSED PAD ELEVATION = 115.6' <br /> FRONT SETBACK = 20' OFF LOT AREA CALCULATIONS CERTAIN DATA SHOWN HEREON BASED ON <br /> SIDE SETBACK = 7.5' RIGHT OF WAY = 990-00 SQ. FT. ENGINEERING PLANS PROVIDED BY CLIENT. <br /> REAR SETBACK = 15' DRIVE APRON =--23-3SQ. FT. 10' UTILITY EASEMENT <br /> PUBLIC SIDEWALK =--27-5SQ. FT- rk 15' DRAINAGE EASEMENT <br /> SOD = 482—SQ. FT. <br /> TOTALS <br /> AREA =_L456.0-SQ. FT. ,,,-PC(P) <br /> DRIVEWAY = 572- SO. FT. <br /> SIDEWALK =_.34 2 --SQ. FT. <br /> SOD =---jq2L--SQ, FL <br /> LOT 37 <br /> BLOCK 6 <br /> S 87-24'28" E 124.86- <br /> Lu <br /> • <br /> :b • <br /> 30.00:. LLI <br /> 0: <br /> ........... <br /> -.35.17... <br /> C� <br /> Lr) <br /> 21.7' 0. C/) <br /> LO <br /> Ld <br /> (0 <br /> ZEPHYRHILLS COLONY COMPANY 'o <br /> (PLAT BOOK 001, PAGE 055) O'gz 0, ff)y < <br /> < <ir <br /> CL�- C) <br /> 00- LU<7x 00 ir <br /> x -j CD _j <br /> m .. ............ . <br /> C\I 20.po' u') <br /> 0 < * !-)� Z* <br /> (N <br /> 0 <br /> 10 5--0 2 <br /> z <br /> Cn <br /> a- -:b 20 <br /> C3 .........P9. CD's <br /> '2 <to <br /> ..... .. .. <br /> N 8 24'28" W <br /> 124.86—__ 30.00 ... . <br /> ff <br /> PLC <br /> BOUNDARY <br /> ro <br /> LOT 35 <br /> o BLOCK 6 <br /> M <br /> 1 <br /> (o <br /> �5 <br /> ca <br /> I <br /> fA <br /> (o <br /> PROPOSED: <br /> z <br /> LOWEST FLOOR ELEVATIONS: <br /> LIVING AREA: 116.30' <br /> GARAGE AREA: <br /> > DESCRIPTION: ELEVATIONS REFERENCED TO <br /> LOT .36, BLOCK 6, MAP OR PLAT ENTITLED "SILVERADO RANCH SUBDIVISION PHASES NORTH AMERICAN VERTICAL <br /> rn 6, <br /> 8 & 91V', AS RECORDED IN PLAT BOOK 075, PAGES 075 THROUGH 080, OF THE DATUM OF 1988. MEAN SEA <br /> PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. <br /> C U <br /> C/S� <br /> EASEMENT, <br /> PINCHED <br /> APPARENT <br /> PA P: <br /> PPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0455 D EFFECTIVE DATE: 09/30/199 <br /> LEGEND: <br /> (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, q.= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= <br /> -CCONCRETE CALCULATED <br /> SLAB, CH= CHORD. CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV-= COVERED, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT. <br /> �S <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 /> z <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 /> 0: U/P= UTILITY POLE, W, F= WOOD FENCE, (R) = RADIAL <br /> 0 <br /> 0 Drawn By. Square,Feet: 866, LENNAR HOMES <br /> JOHN R.BEACH&ASSOCIATES,INC. sms <br /> SURVEYORS AND MAPPERS <br /> > Checked By. <br /> 911 WEST ST. PETERSBURG DRIVE JRB <br /> F) ONE OLDSMAR, FLORIDA 34677 <br /> c: <br /> 0 <br /> �rn <br /> WAY (813) 854-1276 FAX (813) 855-8370 Scale: 1"=30, <br /> NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 2/1/18 ACS <br /> v THE ORIGINAL RAISED SEAL OF A FLORIDA -SOHN BEACH DATE <br /> '9 LICENSED SURVEYOR AND MAPPER FLORIDA RSC,. LAND SURVEYOR-No.-2984 LB#4493 <br /> V) <br /> Revisions: <br />