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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 5, 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 Llne Table , Une Direction I Length Ll SO011451-W 150 DO- •j 0 LOT 6 z I um, BLOCK 10 0 0 -.1-j m rt S89*25'08"E 115OrW 30' .00' 1 --2 N892W00'---j7 _S2AL11 C�SC E� 5'D&AE C) 25 0 15 30 0 51.7' d 0.4f b —t: 8.01 4 I w i x uj 1. MI 04 fag 0 z ul) 00 z 8 w 0 59 C) -29.8 -7' 0 z D&AE ui ck: In M In N89*25'08"W co 115.00' t LOT 4 Lo BLOCK 10 o J_j m PI ON LOT CALCULATIONS PLAT-96-uw6wy LOT - 5,750 SO. FL LIVING AREA = 1,828 SQ. FT. GARAGE - 430 SO. FT. ENTRY = 16 SO. FT. LANAI = 88 SO. FT. PAT10 = 0 SO. FT. DRIVEWAY = 408 SO. Fr. A/C PAD = 12 SO. FT. WALKWAY = 28 SO. FT. IMPERVIOUS = 49% = 2810 SO. FT. SOD = 2,940 SO. FT. OFF LOT CALCULATIONS RIGHT OF WAY = 600 SQ. FT DRIVE APRON = 133 SQ. Fr. PREPARED FOR: PUBLIC S/W = 250 SO. FT. SOD = 217 SO. FT. B-11-HOMN'"yi, TOTALS AREA = 6,350 SQ. FT. 12 DRIVEWAY - 541 so. FT, BUILDING SETBACKS SIDEWALK = 278 SO. FT SOD = 3,157 SQ. FT. FRONT: 20' GARAGE: 25' REAR: IV SIDE-' 5' SIDE STREET- IV NOTES: LEGEND: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PI POINT OF INIERSEC11ON BASED ON THE APPROVED ENGINEERING PLANS - PC POINT OF TANGENCY OF CURVATURE PREPARED BY HAMILTON ENGINEERING de — CENTERUNE PT POI -— RIGHT OF WAY LINE RP RADIUS POINT SURVEYING INC.. PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVID 1988 100 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB PER PLAT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE C=ULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PEI PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDIT10NER 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.I-M.A. FEDERAL EMERGENCY MANAGEMENT AGENCYF.I.R.M. FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM D&UE DRAINAGE&UTILITY EASEMENT THIS'IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) UE UTILITY EAENT C) THIS IS A PLOT PLAN ONLY O&AE DRAINAGE&SEMACCESS(PUBLI EASEMENT FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M. MAP NO. 1210ICO293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/26/2014, AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS. RIGHT APPEARS TO LE IN ZONE *X*. AREAS DETERMINED TO BE OF WAY, RESTRICTIONS OF RECORD WHICHMAY AFFECT THE TITLE OR USE OF THE LAND. OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE 2. NO.UNDERGROUND IMPROVEMENTS HAVE BEEN INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. LOCATED EXCEPT AS SHOWN. AGENT FOR VERIFICATION. EEAR-FffG-8A-91—S-- 3. NOT VAUD V47HOUT THE AUTHENTIC BEARINGS SHOWN HEREON ARE BASED ON THE C047MUNE OF BROAD A!5hR ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING S00!3i52*W PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED ^M IF—=F=;,' I C�,^,. SURVEYOR AND MAPPER. (FIELD DATE:) REVISED: 43 U F::;,"\/E-=N'I P-J C3'x �:olgitally signed byJ.—W Wfe-n SCALE: I"-30 FEET �11.......... 4& MAPPING INC. o=AssEF"NSURVEYjNG&AAAPPiNG, APPROVED BY., JB - —.,"I I INC.—I—swMernm CERTIFICATION OF AUTHORIZA71ON NUMBER LB#6393 S fMa11=Ibc1ewn@mmwfP0fAtexQm FOR Difte,.2020.04,0310,5016-WW 3191 MAGUIRE BOULEVARD, SUITE 200 THE JOB NO. 190901 LOT S.BLOCK 10 ORLANDO,FLORIDA 32803 flRM (407)426-7979 DRAWN BY. DSS MIN CHANGE 04-02-20 JCM DATE PLOT PLAN 09-20-19 ZA WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485