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PLOT PLAN DESCRIP,TION:(AS FURNISHED) LOT 2, BLOCK 10, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. PI Una Table Una III DlreetlDri Length L1 S003V52-W 40.00' CO w; a m i LOT 3 I �i BLOCK 10 I m 1" = 30' GR APHIC 96ry 9s �I� 0 15 30 _.-.-. S89'25'08"E 115.00' 5' D&AE — I �- _ >; La — — J 28.0''-- --- — -- 54.7' O Y O itoi Ld O •IWzW ;�;: , e �j73ve �g o6;:�I:,•` y''�:" ^f'stow' aFy O 8.0 W � g bSD ZL—V p 0 123n ��OmO aOo o z : QO to --------- tri 5' D&AE i y z m N _, N89'25'08"W 115. 00' N89'25'08'W �3< 9sA aJ�jO� 25.00' bm I Ig� o LOT 1 N FU I BLOCKi10 I I 00 m ON LOT CALCULATIONS _------PI -----_ LOT = 4.600 SQ. FT PLAT BOUNDARY LIVING AREA = 1,405 SO. FT. GARAGE = 243 SQ. Fr. ENTRY = 20 SO. FT. LANAI = 0 SO. FT. PATIO = 80 SO. FT. DRIVEWAY = 416 SQ. FT. A/C PAD = 12 SQ. FT. WALKWAY = 37 SQ. FT. IMPERVIOUS ! = 489E = 2213 SO. FT. SOD = 2,387 SO. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 480 SQ. FT. DRIVE APRON = 133 SO. FT. PREPARED FOR: PUBLIC S/W = 200 SQ. FT. �■�y�pg' n,e, SOD = 147 SO. FT. HIM►41� N a, TOTALS of"d GdA't LFffii [S AREA = 5,080 SO. FT. DRIVEWAY — 549 SO. FT. BUILDING SETBACKS SIDEWALK — 237 SQ. FT. SOD = 2,534 SQ. Fr. FRONT: 22' GARAGE: 27' REAR: 15' SIDE: 5' SIDE STREET: 15' NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE — BUILDING SETBACK LINE PI POINT OF INTERSECTION BASED ON THE APPROVED ENGINEERING PLANS PC PONT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & —— — CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. ——— — RIGHT OF WAY LINE RP RADIUS POINT 2 PRC POINT OF REVERSE CURVATURE ELEVATIONS ARE BASED ON NAVD 1988 XX PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES r:': CONCRETE (P) PER PLAT CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (C) A/C AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PGS PAGES OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SO. FT. SQUARE FEET DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE EASEMENT(PUBLIC) RAIN THIS IS A PLOT PLAN ONLY LIE EASEMENT(PUBLIC) DdcAE DRAIN DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT APPEARS TO LIE IN ZONE 'X', AREAS DETERMINED TO BE OF WAY, RESTRICTIONS OF RECORD WHICH OUTSIDE THE 0.2R ANNUAL CHANCE FLOODPLAIN. THE MAY AFFECT THE TITLE OR USE OF THE LAND. SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. A5PA BEARING BASIS: 3. NOT VALID WITHOUT THE AUTHENTIC BEARINGS MOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING SO034'52'W PER PLAT. A M E R 1 C ,N ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. SCALE ,'=30 FEET S U RV II-= I N G DIgnally SIpedbylamesWOolem, $e MAPPING INC. DN:e u5,,_nenaa.waaaaP j�j o=AMERICAN SURVEYING& APPROVED BY: JB s-' MAPPING.INC,m.1—W Rd—, CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 �= ft eman-iboI manaalmea,Pa,atewm FOR 190901 LOT 2, BLOCK 10 3191 MAGUIRE BOULEVARD, SUITE 200 Date:]020Z5.15143350-04'00' THE JOB NO. ORLANDO. FLORIDA 32803 FIRM DRAWN BY. DSB 02 PLAN CHANGE 05/11/20 GO (407) 426-7979W DATE PLOT PLAN 09-20-19 ZA WWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 64.85