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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT S. BLOCK 19, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 79=86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> STELLA VAST DRIVE <br /> TRACT 'G' <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> (REFERENCE BEARING) <br /> PI _S89Ti9'20'E_ _ — _ 545.00' _ PI <br /> '/—•i'---�'II�CENTERUNE OFT 197.50' <br /> RIGHT OF WAY <br /> Iw <br /> g g a <br /> z <br /> 1}yg'I A <br /> 10'PUE l3sss I GRPHIC 3r ALE <br /> _� ---N- 0 15 30 <br /> .1\ 0 <br /> 5.7'I 21.3•.... c ,3 013.0' 15.Y <br /> jCOVERED ^ I 0D <br /> 00 I ENTRY 4.3' I p <br /> O �I I� <br /> I I <br /> I I Lfi <br /> I PROPOSED I <br /> ARIA <br /> I � 4EAB— c �I <br /> N �3 FINISHED FLOOR I ON LOT CALCULATIONS <br /> w ELEVATION-137.70' I w LOT = 5,754 SO. FT. <br /> I <br /> LOT 9 o i i o LOT 7 UVING AREA = 1,672 SQ. FT. <br /> BLOCK 19 ;oI 38.67 I BLOCK 19 GARAGE = 432 SQ. FT. <br /> I I ENTRY = 38 SO. FT. <br /> 12.0' I LANAI = 96 SO. FT. <br /> I PATIO = 0 SQ. FT. <br /> I CoVbTED I DRIVEWAY = 339 SQ. FT. <br /> ad I '.• ,26.T LANAI A/C PAD = 12 SQ. FT. <br /> W 5.7 i• A/C I5.7' WALKWAY = 28 SO. FT. <br /> IMPERVIOUS = 45% <br /> O I I O = 2617 SO. FT. <br /> I I 14- SOD = 3.137 SO. FT. <br /> 0 OFF LOT CALCULATIONS O <br /> RIGHT OF WAY = 850 SO. FT. <br /> P Pp LOT 8 _ ' P DRIVE APRON — 228 SQ. FT. <br /> o BLOCI( 19 o PUBLIC s/w = 250 so. Fr. <br /> I Z 5754 SQ. Fr t U)68 SODD = 372 SO. FT. <br /> DRAINAGE TYPE A s <br /> AREA = 6,604 SQ. FT. <br /> N89'59'20"W 50.00' , SIDEWALK = 278 SO. FT. <br /> SOD = 3,509 SQ. FT. <br /> LOT LOT 11 LOT 12 <br /> BLOCK 1019 I BLOCK 19 I BLOCK 19 <br /> PREPARED FOR: I I <br /> ®•I�•NORifIN' <br /> rssca rc�a-'s ui! <br /> BUILDING SETBACKS <br /> FRONT: 20' <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <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 PONT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD — CENTERLINE PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A — — —— RIGHT OF WAY LINE RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE <br /> CAL <br /> COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS TYP CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ;.;�' CONCRETE �P) PER <br /> ELCULLAATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET <br /> ONES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT D&AE DRAINAGE &ACCESS 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 /> NAND NORTH AMERICAN VERTICAL DATUM <br /> NG NATINAL GEODETIC VERTICAL <br /> THIS IS NOT A SURVEY D&LIE DRAINAGE&UTILITY EASEMENT ATOM <br /> EAS <br /> THIS IS A PLOT PLAN ONLY PUE PUBUC UTILITY PRIVATEAGE 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 LIE 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 CENTERUNE OF STELLA A5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> VAST DRIVE BEING S89'59'20'E, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E FR 1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U F,V E Y 1 N G <br /> '— 30 FEET <br /> ws•••"'yea Digitally signed 6yJames W. <br /> 1 <br /> SCALE: Boleman <br /> & MAPPING INC. N6+' DN:m=James W.Boleman, <br /> APPROVED BY: '� "' -American Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LBr6393 foe Inc.ou=HB, <br /> 180820 LOT B. 3191 MAGUIRE BOULEVARD, SUITE 200 •k.YO"O".+,x` email=lboleman@asmcorporate.c FOR <br /> JOB NO. BLOCK 19 ORLANDO. FLRIDA 32803 '"�%•�:_�" om,-US <br /> (407) 426-7979 Date:2020.04.0807:19:1544100' FIRM <br /> DRAWN BY: D58 PLOT PLAN 04-03-20 JCA1 WWW,AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />