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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 10, BLOCK 19, SILVERADO RANCH SUBDIVISION PHASES 7, 913, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> LOT 9 LOT <br /> 8 <br /> BLOCK 19 I BLOCK 19 <br /> I I <br /> 'Js39 N8959'20"W 67.50' <br /> LOT 10 '{s <br /> BLOCK 19 <br /> 7,sz3 So. FT t _ <br /> 3 DRAINAGE TYPE A m CV <br /> o I� I rn 1" = 30' <br /> �" I � I 1 GRAPHIC SCE <br /> WF� j 0 15 30 <br /> a j 23.W .. 0 5.0 <br /> 28.7' ' <br /> EL I ? j I COVFR�D <br /> o I "LAN o" ON LOT CALCULATIONS <br /> m c I I LOT = 7,623 SQ. FT. <br /> m LIVING AREA = 1,672 SO. FT. <br /> •top 0 �'sr LOT 11 GARAGE = 432 SQ. FT. <br /> ENTRY = 38 SO. FT. <br /> 0 BLOCK 19 LANAI = 96 SO. FT. <br /> PROPOSED 1 PATIO0a I SO. FT. <br /> 4EAB- D DRIVEWAY = 339 SQ. FT. <br /> ap I FINISHED FLOOR A/C PAD = 12 SO. FT. <br /> o� ELEVATION-137.40' O WALKWAY = 28 SO. FT. <br /> IMPERVIOUS = 3459 <br /> a= I 0 = 2617 SO. FT. <br /> II SOD - 5,006 SO. FT. <br /> 4 3' V ED I I 0 OFF LOT CALCULATIONS <br /> 14 r4 IIIYYY N RIGHT OF WAY - 3345 SO. FT. <br /> 24.1• 13.0'^ 21.3' SODRIVE APRON = 247 SO. FT. <br /> �J <br /> PUBLIC S/W - 878 SQ. FT. <br /> I o o;•' ':'':' SOD = 2,220 SO. FT. <br /> TOTALS <br /> AREA = 10,96E S0. FT. <br /> N.:_:,.......... N ryM <br /> 10'PUE ?:DRIVE;;= 1yy DRIVEWAY = 586 SQ. FT. <br /> SIDEWALK = 906 SO. FT. <br /> \ SOD - 7,226 SQ. FT. <br /> ;:- 8 <br /> • I g <br /> \ I C rUNE OF <br /> PC — 42.50• _ L 39250' RIGHT I WAY , pT <br /> N8959'20•W 435.00' ^�^�`--\' <br /> (REFERENCE BEARING) <br /> BURMA REED DRIVE <br /> TRACT "G" <br /> PREPARED FOR: 60' WIDE PRIVATE RIGHT OF WAY <br /> D R•HO>� 1i -- <br /> Stt dGGi�S OU8 Una Table <br /> nu <br /> Direction Length <br /> BUILDING SETBACKS NssSs•2o•w 42.50• <br /> FRONT: 20' <br /> REAR: 15' Curve Table <br /> SIDE: 5' (50' LOTS) Curve/ Length Radius Delta Chord Bearing Chord <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' C1 39.27• 25.00' 9D'00.00• N4459'20•W 35.38• <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 — •— — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE-YARD — -— CENTERUNE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A —- - — RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND 1tX.XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO CTYP S TYPICAL <br /> SLAB <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CON(P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE PB) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER <br /> PEI PERT BOOK <br /> LPAGES <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/W SIDEWALK So. FT. SQUARE FEET <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK RE.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R.M. FLOOD INSURANCE RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY PDE PRIVATE DRAINAGE <br /> EASEMENT DRAINAGE EASEMENT <br /> PUE PUBLIC UTILITY EASE <br /> THIS IS A PLOT PLAN ONLY DaIAE DRAINAGE&ACCESSMENT EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M.MAP No.1210100211817, 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 /> BEARING BASIS: <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BURMA A!5hA 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> REED DRIVE BEING N8959'2D•w PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I CA N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. <br /> U F2V EY 1 N G <br /> Digitally signed by James W <br /> 1' i,w o Boleman <br /> SCALE: 30 FEET r, H ON:-US,st=Florida,l=Orlando, <br /> 8c M A P P I N G INC. _=j�`°` o=AMERICAN SURVEYING& <br /> APPROVED BY: '� a Li6'1 MAPPING,INC.—James W <br /> 180820 LOT 10, CERTIFICATION OF AUTHORIZATION NUMBER LB/6393tio ;0 3oleman,. FOR <br /> BLOCK 19 3191 MAGUIRE BOULEVARD, SUITE 200 s,s....•• Y email=jboleman@asmcorporate.co HE <br /> JOB NO. ORLANDO, FLORIDA 32803 m FIRM <br /> (407) 426-7979 „. Date:2020.06.1012u6:40-0400 <br /> DRAWN BY-. DS WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DAIE <br /> PLOT PLAN OB 04 202D JC <br />