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PLOT PLAN <br /> DESCRIPTICIN:(AS FURNISHED) <br /> LOT 5, BLOCK 17, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLI RECORDS OF PASCO COUNTY, FLORIDA. <br /> PC <br /> � �4 <br /> ZaIN i LOT 6 I Z <br /> BLOCK 17 <br /> Mol 1 1" - 30, <br /> mm I hry '�s GRAPHIC SCALE <br /> Cc, -- N83000' ��h N89'53'52"E 115.00' ° 15 30 <br /> O N 5'D&AE <br /> m M I 225' 55.7 •36.8' p . <br /> -I Z I .,,1.;;, .';..I i e _ m o uo a c� M D O O <br /> z0 :9 o T�, Z—I <br /> 1 N �! v 'I I m > s <br /> 0 <br /> ro .:.8.0 V ooc��8 > v mD <br /> n > mD z>1 <br /> c I N� <br /> n a m " I A.: I O m <br /> m <br /> D I q I V 55.67' d > <br /> a �5, 55.7' -" •36.8' p <br /> 5'D&AE _ <br /> a c� <br /> a S89'53'52"W 115.00' ,�by <br /> t , <br /> , <br /> I I <br /> i LOT 4 <br /> BLOCK 17 <br /> PC <br /> ON LOT CALCULATIONS <br /> LOT = 5,750 SQ. FT. <br /> LIVING AREA = 1.751 SQ. FT. <br /> GARAGE = 426 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> LANAI = 0 SQ. FT. <br /> PATIO = 80 SQ. FT. <br /> DRIVEWAY = 360 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 39 SQ. FT. <br /> IMPERVIOUS = 47% <br /> PREPARED FOR: = 2684 SQ. FT. <br /> SOD = 3,066 SQ. FT. <br /> D'R•NOiii'ON•N���p OFF LOT CALCULATIONS <br /> tsai�tita•'.^�,66C(frQ6 RIGHT OF WAY = 850 SQ. FT. <br /> DRIVE APRON = 228 SQ. FT. <br /> PUBLIC S/W = 250 SQ. FT. <br /> BUILDING SETBACKS SOD = 372 SO. FT. <br /> FRONT: 22' TOTALS <br /> REAR: 15' AREA = 6,600 SQ. FT. <br /> SIDE: 5' (50' LOTS) DRIVEWAY = 588 SQ. FT. <br /> 7.5' (55' & 60' WIDTH LOTS) SIDEWALK = 289 SQ. FT. <br /> SIDE STREET: 15' SOD = 3,43B SQ. FT. <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING LEGEND: <br /> PLANS PROVIDED BY THE CLIENT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. — BUILDING SETBACK U E PI POINT OF INTERSECTION <br /> PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD - CENTERLINE PT PONT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A ——— RIGHT OF WAY UNE RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVA71ON PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. cs TYPICAL <br /> � PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE (P) PER PLAT <br /> ED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PB PLAT BOOK <br /> A/c AIR CONDITIONER <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. PAGES <br /> 0. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT D&UE DRAINAGE& UTILITY EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE GEODETIC UUTY EASEMENT DATUM <br /> PRIVATE DRAINAGE EASEM <br /> THIS IS A PLOT PLAN ONLY POE PUBLIC UTILITY EASEMENTENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO.12101CO288F. 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 26, 2014• AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO UE IN ZONE'X-, AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2%ANNUAL CHANCE FLOODPLAIN.THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE <br /> LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BOXER 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> ROUND PLACE BEING SOOT06'08-E'PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> OF A <br /> (FIELD DATE:) REVISED: <br /> A M E FR I C N SURVEY RI ANDAMA PER.FLORIDA LICENSED <br /> UR V E Y I G �'D t d W.Boleman <br /> SCALE: 1"=30�� d.FlM,b g yames . amen <br /> JB cSCM A P P I N G I N C. ;:• _, ;,DN:m=cant .B ng&M <br /> -Aou=HB,5urveytng&Mapping, <br /> APPROVED BY: V '�°°'i � �lenc.ou=H6, <br /> CERTIFICATION G AUTHORIZATION NL BER LB 6393 mail=lbotemanLzasmcorpomte.mm, FOR <br /> 180820 LOT S. 3191 MA'GUIRE BOULEVARD, S ITE 200 K r` - <br /> BLOCK 17 b.; `m".' ,.c-u5_._. THE <br /> JOB NO. ORLANDO, FLORIDA 328 3 ,„ • /.`I Date:2019.10.2309,01,05-04'00' FIRM <br /> (407) 426-7979 <br /> DRAWN BY. DSB PLOT PLAN 10-17-19 KJW___I WMAMERFANSURVEYINGANDMAI IPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />