Laserfiche WebLink
PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 24, BLOCK 18, 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 /> TRACT "A" <br /> PRIVATE DRAINAGE AREA <br /> a <br /> _ '"'"S895920E 55.00 — <br /> —.r. Z <br /> 1 ti LOT 24 1" = 30' <br /> BLOCK GRAPHIC SCALE <br /> -- --1- - 0 15 30 <br /> 1 co 6,325 SO. FT t m <br /> I O DRAINAGE TYPE B O <br /> ON LOT CALCULATIONS I O <br /> LOT = 6.325 SO. FT. I L0 Uri <br /> LIVING AREA = 1,828 SO. FT. I <br /> GARAGE = 430 SO. FT. I to.2' A/0 7 s.2' <br /> ENTRY = 16 SO. FT. <br /> LANAI = 88 SO' FT. pyEjZm m 2&7 <br /> PATIO = 0 SQ. FT. 1 10' 10' LANAI . <br /> DRIVEWAY = 360 SO' FT. f 20 POE 11.0' <br /> A/C PAD = 12 SQ. FT. I 39.67' <br /> WALKWAY = 28 SQ. FT. 1 <br /> IMPERVIOUS = 44% LOT 25 <br /> = 2762 SO. FT. I PROPOSED LOT 23 <br /> SOD = 3,563 SO. FT. BLOCK 18 1 CAL BLOCK 18 <br /> 1 4EBB-C m �, <br /> OFF LOT CALCULATIONS I.y°i' 1` FINISHED FLOOR of n •O <br /> RIGHT OF WAY = 940 S0. FT. W ,� ELEVAnoN-137.00' <br /> DRIVE APRON = 230 SQ. FT. Ib O <br /> PUBLIC S/W = 275 SQ. FT. I <br /> SOD = 435 SQ. FT. <br /> TOTALS <br /> AREA = 7,265 SQ. FT. O O <br /> DRIVEWAY = 590 SO. FT. I Op ll 4 3' COVERED O <br /> SIDEWALK = 303 SQ. FT. I Z 1. 1. ENTRY 0 <br /> 14.0' + 21.3' <br /> SOD = 3,998 SO. FT. 10.2' — 5.2' <br /> I <br /> s � <br /> 10' UE }y a <br /> ;;. <br /> I <br /> PROPOSED INLET I'J <br /> NOT FIELD LOCATED Ig o <br /> PREPARED FOR: � OVRwO <br /> ln pp nnii��yy��p� PI 61.44' _ I_ 483.56' PI <br /> il'/!'Hll[It ON`r7�` N8959'20-w 545.00' <br /> Aflew4(r,� f3w4a¢ vl 0 (REFERENCE BEARING) <br /> A ' STELLA VAST DRIVE <br /> w W 1.9 <br /> TRACT "G" <br /> BUILDING SETBACKS awl I1b 60' WIDE PRIVATE RIGHT OF WAY <br /> FRONT: 22' Min �RTS <br /> REAR: 13' <br /> SIDE: 5' (50' LOTS) DO <br /> 7.5' (55' & 60' WIDTH LOTS) <br /> SIDE STREET: 15' <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING <br /> PLANS PROVIDED BY THE CLIENT. LEGEND: <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 <br /> DATUM. — •— •— BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> 3. FOR ALL LOTS WHERE SIDE—YARD — PC POINT OF CURVATURE <br /> SETBACKSCENTERLINE PT POINT OF TANGENCY 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 ELEVA71ON PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE �Pj PERcPILAATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C PLAT BODE <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND A/C AIR CONDITIONER PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK S/W SIDEWALK SO. FT. SQUARE FEET <br /> LINES 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 /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&UE DRAINAGE&UT NATIONAL ILITY VERTICAL <br /> DATUM <br /> THIS IS•A PLOT PLAN ONLY POE PUBLIC UnLTYAEAs MENTIEN7 <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.RM.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 71TLE OR USE OF THE LAND. <br /> GUARANTEES AS M 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 STELLA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> VAST DRIVE BEING N8959'20'W, PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> A M E R I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED : , I� I /'� SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U R V E YI I V V "na Dlgitallyslgned by James W. <br /> yt�::";raO eoleman <br /> SCALE: 1-_ 30 FEET 8CM A P P I N G INC. ' DN:me James W.ying&M <br /> t <br /> o=American Surveying&Mapping, <br /> APPROVED BY: .s CERTIFICATION OF AUTHORIZATION NUMBER LB 393 -;",�;u'•• d Inc,au=HB, <br /> 3191 MAGUIRE BOULEVARD SUITE 200 + email=lbaleman@asmcorparate.cd:OR <br /> 180820 LOT 24, , '•is_••:•° rn'-us THE <br /> JOB NO. BLOCK 18 ORLANDO, FLORIDA 32803 Date:2020.04.07Ogsg:i8-o4lool FIRM <br /> (407) 426-7979 DRAWN BY: DSE PLOT PLAN 04-03-20 JC1A �AIMICANSURVFYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />