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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 36, BLOCK 8, 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 I^ I LOT 35 I I L,I I BLOCK 8 > a I FE o I I F ce h N8975'08'W I = s z Loa oo_ S89'25 08nE 115.39, S CZ 5'DdAE GRAPHIC ALE no QU a10 Ld 28.4 0 15 30 a 27.0 62.00' 62.0' Q iI ";o I� J 50'1r 2.1 I CO Mtn K 6i <N I 86 54.7' Y�� I 0 34.3� JI PI i I LOT 36 I to fr I N893T21 /A_ —_ -- I I I BLOCK 8 Do ° PLAT BOUNDARY C'Ctsss 1 7.978 SO. FT f I I DRAINAGE TYPE A m 0 2EPHRCHUSNOLONY — — — ——————— / PLAT BOOK 1,PAGE 55 10'LIE .:l;:`:`• PLAT BOUNDARY PROPOSED INLET NOT FIELD LOCATED Z PHRHILLS COLONY COMPANY PLAT BOOK 1,PAGE 55 Una Table Una/ Direction Length L1 N003V52E 45.6X ON LOT CALCULATIONS LOT = 7,978 SQ. FT. Curve Table LIVING AREA = 1,405 SQ. FT. Curve/ Length Radlue Delta Chord Bearing Chard GARAGE = 243 SQ. FT. ENTRY = 20 SO. FT. Ct 39.48' 25.00' 9078'18' N4439'17'W 35.50' LANAI = 0 SO. FT. C2 4.80' 25.G0' 1059'54- S8436'3YW 4.79' PATIO = 80 SO. FT. DRIVEWAY — 416 SO. FT. A/C PAD = 12 SO. FT. WALKWAY = 37 SO. FT. IMPERVIOUS = 28% = 2213 S0. FT. PREPARED FOR: SOD = 5.765 SQ. FT. OFF LOT CALCULATIONS 1111.wOWN' RIGHT OF WAY = 2372 SO. FT. DRIVE APRON = 134 SO. FT. PUBLIC S/W = 898 SO. FT. SOD — 1.340 SO. FT. BUILDING SETBACKS TOTALS AREA = 10,350 SO. FT. FRONT: 22 DRIVEWAY = 550 SQ. FT. GARAGE: 27' SIDEWALK = 935 SQ. FT. REAR: 15' SIDE: 5' SOD = 7,105 SO. FT. 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 dt —— CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. ———— RIGHT OF WAY LINE RP RADIUS POINT XX.XX PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL ==4. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ::•°: CONCRETE (P) PER PLLAATTED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PB THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C AIR CONDITIONER PAS PACES BOOK OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK SQ. 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 D&UE DRAINAGE&UTILITY EASEMENT THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY UTILITY EASEMENT(PUBLIC) o&AE DRAINAGE&ACCESS EASEMENT FLOOD NOTE: SURVEYOR NOTES: 1 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 0.2X 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. BEARING BASIS: A15flA 3. NOT VALID WITHOUT THE AUTHENTIC BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING S0o34'52-W PER PLAT. A M E R I CA N SELECTRONIC URVEYOR AND MAPPER. OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SCALE: 1"—30 FEET SURVEYING �.1 ate•tslm^.�, Digitally signed James W Boleman 8c M A P P I N G INC. �°" DN:c=US,st=Florida 1=Orlando, APPROVED BY: '� " o=AMERICAN SURVEYING&MAPPING, CERTIFICATION OF AUTHORIZATION NUMBER LBJ6393 'foe INC,cn=James W Boleman, R email=jboleman@asmcorporate.c�iQ 190901 LOT 38, BLOCK 8 3191 MAGUIRE BOULEVARD, SUITE 200 sk.:,�:•:' Date:2020.05.151632:17-04'00'THE JOB No. ORLANDO, FLORIDA 32803 ^w" FIRM 426-7979 DRAWN BY: DSB PLAN CHANGE 1 GO WWW AMERICA(NSUR PLOT PLAN 09-2020-19 JSO VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE J50