Laserfiche WebLink
v <br /> a <br /> • PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 31, BLOCK 8, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> PI <br /> Line Table <br /> Line f Direction Length <br /> LI N0034'52'E 50.00' <br /> Iiz <br /> �a I LOT 30 I 1" = 30' <br /> I. I BLOCK 8 GRAPHIC S SCE <br /> �I I <br /> 30 <br /> } <br /> S89'25'08"E 115.17' <br /> 3 <br /> 005'D&AE - c <br /> Q - 25.5' -a -------------- - -----�-39.7 ---- <br /> O W50. <br /> o 5 . A/C O a <br /> -:• ILW t—aW' <br /> DO <br /> O-<d I }•+ �. 4.0' PROPOSED o o Y VJa <br /> p�w :I :" Y FRE4EW13 0.01 QQ <br /> Q I I FINISHED FLOOR 0 -I ta <br /> 0 c B y ELEVATION-94.30' 03 ` CV D- <br /> I <br /> m 'b z <br /> z I a, N <br /> • 50.0' <br /> W iV <br /> - - I rid 5'D&AE rd N <br /> ag —=a95.00 N89-25'08"W 115.25' <br /> N I 25.00, �'?s h <br /> 9 as may. <br /> o I <br /> LOT 32 <br /> BLOCK 8 <br /> PI <br /> PLAT BOUNDARY <br /> ON LOT CALCULATIONS <br /> LOT = 5.760 SO. FT. <br /> LIVING AREA = 1,498 SO. FT. <br /> GARAGE = 385 SQ. FT. <br /> ENTRY = 17 SQ' FT. <br /> LANAI = D SQ. FT. <br /> PATIO = 80 SO. FT. <br /> DRIVEWAY 408 SQ. FT. <br /> A/C PAD = 12 SQ. FT. <br /> WALKWAY = 25 SQ. FT. <br /> IMPERVIOUS = 42% <br /> = 2425 SQ. FT. <br /> PREPARED FOR: SOD = 3,335 SO. FT. <br /> OFF LOT CALCULATIONS <br /> ' RIGHT OF WAY = 600 SO. FT. <br /> ll'II'NUIUifN w' <br /> DRIVE APRON = 133 SO. FT. <br /> PUBLIC S/W = 250 SO. FT. <br /> SOD - 217 SQ. FT. <br /> BUILDING SETBACKS TOTALS <br /> AREA = 6,360 SQ. FT. <br /> FRONT: 20 DRIVEWAY = 541 SQ. FT. <br /> GARAGE: 25' SIDEWALK = 275 SQ. FT. <br /> REAR: 15' <br /> SIDE: 5' SOD = 3,552 SQ. FT. <br /> SIDE STREET: 15' <br /> NOTES: LEGEND: <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> BASED ON THE APPROVED ENGINEERING PLANS PC POINT OF CURVATURE <br /> PREPARED BY HAMILTON ENGINEERING & — - CENTERLINE PT POINT OF TANGENCY <br /> SURVEYING INC.. — --— RIGHT OF WAY LINE RP RADIUS POINT <br /> PRC POINT OF REVERSE CURVATURE <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT <br /> DATUM. TYP TYPICAL <br /> PROPOSED DRAINAGE FLOW CS CONCRETE SLAB <br /> T (P) PER PLAT <br /> HIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ..r: CONCRETE (C) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB PLAT BOOK <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PGS PAGES <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY DE unuNAGEEASEMENT <br /> ME(T(PUBLIC)EASEMENT <br /> THIS IS A PLOT PLAN ONLY D&AE DRAINAGE&ACCESS EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED 09/26/2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO LIE IN ZONE 'X-, AREAS DETERMINED TO BE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. LOCATED EXCEPT AS SHOWN. <br /> AGENT FOR VERIFICATION. <br /> BEARING BASIS: A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> POINTS DRIVE BEING 50034'52W PER PLAT. A M E FR 1 CAN ELECTRONIC SURVEYOR AND AMAPP AER FLORIDA LICENSED <br /> FIELD DATE:)) REVISED' <br /> SURVEYING Digitally signed bylames W. <br /> '1 �30 FEET �a�,.:..,e, �Boleman <br /> SCALE: MAPPING INC. �:�°°'; ° •e DN:cn=lames o=American Surveying <br /> Boleman, <br /> APPROVED BY: '� a•s eying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 O 'a �Inc,ou=HB, FOR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 �`'; ";:. -email=JBoleman@asmcorporate.c <br /> 19D901 LOT 31.BLOCK B c,,,,.,•i° om,c=US THE <br /> JOB No. ORLANDO. FLORIDA 32803 umaenmu '^ FIRM <br /> (407) 426-7979 Date:2019.092471:15:19 04'00' <br /> DRAWN BY. 058 PLOT PLAN 09-19-19 JSO WWW•AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DALE <br />