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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 9, BLOCK 19, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. STELLA VAST DRIVE TRACT"G" 60' WIDE PRIVATE RIGHT OF WAY Pill SBS*59'2CrE 545.00* PI (REFERENCE BEARING) CENTERLINE OF/ 97.50' — — r 447.50' RIGHT OF WAY I I�1 I PROPOSED INLET I g g NOT FIELD LOCATED _ I N g Iz •►ii.'. 10'PUE 1" = 30' -ft �s _ I ' I GRAPHIC SI CALE e K. ��-------- oRiVE :' 6 15 30 �. 0'... 15.5' 14.0' Y 21.3' I 04000VERED I ENTRY I�(�• ON LOT CALCULATIONS I II O LOT = 7.634 SQ. FT. a I AO I I LIVING AREA = 1.828 SQ. FT. 3 ;O I I I GARAGE = 4,30 SQ. FT. o 8 I ENTRY = 16 SO. FT. a F 1 I I h PROPOSED h h I LANAI = 88 SO. FT. 0 13 I 4Ee9 D am6 u°i I W PATIO = 0 SO. FT. W' z� I I FINISHED FLOOR iO I c DRIVEWAY = 360 SO. FT. Lq � I ELEVATION-137.50' I O LOT 8 A/C PAD = 12 SQ. FT. <� I w I I BLOCK 19 WALKWAY = 28 SO. FT. �a a I I IMPERVIOUS = 36% a rz a o f I O = 2762 SQ. FT. I I 39.87 I O SOD = 4,872 SQ. FT. I 11.0 I O OFF LOT CALCULATIONS M I O I OWNED. m I O RIGHT OF WAY = 3393 SO. FT. 28.7' I N DRIVE APRON = 22B SQ. FT. 22 3' 5.V PUSUC S = 1021 SQ. FT. A/c::: I Q I I I (1 SOD = 2,144 SQ. FT. I III TOTALS O I I I AREA = 11,027 SO. FT. DRIVEWAY = 58B SO. FT. L_ n LOT 9- — SIDEWALK = 1049 SQ. FT. BLOCK 19, I SOD - 7,016 SO. FT. 7,634 SQ. Fr DRAINAGE TYPE A — �3539 N89'59'20"W 67.50' I LOT 10 LOT 11 BLOCK 19 � BLOCK 19 PREPARED FOR: � �1•ii•HO�iON°. PTC3f°dCGB '�� Curve Table Curve/ Length Rodlue I Delta Chord Bearing Chord BUILDING SETBACKS CI 39,27' 25.00 SOOO'OD• N45MO.40•E 35.36' FRONT: 22' REAR: 13, SIDE: 5' (50' LOTS) Line Table 7.5' (55' & 60' WIDTH LOTS) Una f Direction Length SIDE STREET: 15' L1 S8959'20'E 4250' NOTES: 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LEGEND: 2. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. 3. FOR ALL LOTS WHERE SIDE-YARD — — — BUILDING SETBACK LINE PI POINT OF INTERSECTION PC POINT OF CURVATURE SETBACKS ARE LESS THAN 7.50 FEET, A — — — CENTERLINE PT POINT OF TANGENCY MINIMUM 5.00 FOOT WIDE DRAINAGE AND __ RIGHT OF WAY LINE RP RADIUS POINT ACCESS EASEMENT IS REQUIRED PER.PASCO PRC POINT OF REVERSE CURVATURE COUNTY LAND DEVELOPMENT CODE PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES 0 CONCRETE �Pj PER PLAT ED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER POS PAGE OOK OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SQ. FT. SQUARE FEET LINES SHOWN HEREON IS PER DATA FURNISHED BY CUENT D&AE DRAINAGE&ACCESS EASEMENT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY AND IS FOR INFORMATIONAL PURPOSES ONLY. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM VD NATIONAL GEODE11C VERTICAL THIS IS NOT A SURVEY DNG&UE DRAINAGE&UTILITY EASEMENT DATUM THIS IS A PLOT PLAN-ONLY PDE PRIVATE DRAINAGE PUE PUBLIC UTILITY EASEMENT ENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F, - 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED SEPTE'MBER 26.20u, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS M LIE IN ZONE"X". AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH 0.2%ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS MOWN HEREON ARE BASED ON THE CENTERUNE OF STELLA 3. NOT VALID WITHOUT THE AUTHENTIC VAST DRIVE BONG S69'59'20'E PER PLAT ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E FZ I CA N ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. S N Digitally signed by James W. SCALE: 1" U FZ\/E Y I G 30 FEET «�wZ -Boieman ��r:e""'a„\ DN:cn=James W.Boieman, Sc MAPPING INC. o=American Surveying& APPROVED BY: JB CERTIFICATION OF AUTHORIZATION NUMBER LBr6393 AIF `Mapping,Inc,ou=HB, FOR 180820 LOT 9, 3191 MAGUIRE BOULEVARD, SUITE 200 ° „ • E email=lbaleman@mmcorpomte THE JOB NO. BLOCK 19 ORLANDO, FLORIDA 32803 '' com,r--US FIRM 426-7979 Date:2020.04.0807:19:33-04'00' DRAWN BY: DSB PLOT PLAN D4-03-20 JCM - WWW•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE