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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 12, 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. ON LOT CALCULATIONS LOT = 8.365 SQ. FT. LIVING AREA = 1,828 SQ. FT. Curve Table GARAGE = 430 SO. FT. ENTRY = 16 SO. FT. Curve 0 Length Radius Delta Chord Bearing Chord LANAI, = 88 SO. FT. C1 40.60' 112.50' 20'40'34' N3120'33'W 40.38' PATIO — 0 SO. FT. DRIVEWAY = 412 S0. FT. C2 118.29' 87.50' 7727'16" N38ro8'46"W 109.48' A/C PAD = 12 SO, FT. C3 64.54' 57.50' 42'IV41" N2032'59"W 63.09' WALKWAY = 28 SQ. FT. IMPERVIOUS = 34X C4 53.75' 87.50'1 35'11'3e N5996'37'W 52.90' = 2814 SQ. FT. SOD = 5,551 SO. FT. OFF LOT CALCULATIONS $ RIGHT OF WAY = 497 SQ. FT. DRIVE APRON = 152 SQ. FT. \ PUBLIC S/W = 198 SO. FT. iz SOD = 147 SO. FT. \ 1" = 30' TOTALS \ P�HIIC SCE AREA = 8.862 SO. FT. 0 15 30 DRIVEWAY = 564 SO. FT. 89.8 SIDEWALK = 226 SQ. FT. SOD = 5,698 SO. FT. / s .o \ !b On 04 / y � / N PT cn / "V \ .0. 0. 9 O A I o O p .`9�o�y \ 0GK $ PREPARED FOR: % W BUILDING SETBACKS 1 FRONT: 20' GARAGE: 25' I REAR: 15' SIDE: 5' pCI SIDE STREET: 15' NOTES: 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY HAMILTON ENGINEERING & LEGEND: SURVEYING INC.. 2. ELEVATIONS ARE BASED ON NAVD 1988 —•—•— BUILDING ABACK LINE PI POINT OF INTERSECTION DATUM. PC POINT OF CURVATURE 3. FOR ALL LOTS WHERE SIDE-YARD —-— CENTERLINE PT POINT OF TANGENCY SETBACKS ARE LESS THAN 7.50 FEET, A —--— RIGHT OF WAY LINE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCP PERMANENT CONTROL POINT ACCESS EASEMENT IS REQUIRED PER PASCO TYP TYPICAL COUNTY LAND DEVELOPMENT CODE. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES '�' CONCRETE (p) PER PLAT(C) CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR S SIDEWALK SO. SAGES / /W S0.Fi. SQUARE FEET OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING (A) PER AFFIDAVIT F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM D&AE DRAINAGE&ACCESS EASEMENT(PUBLIC) THIS IS NOT A SURVEY DE DRAINAGE EASEMENT(PUBLIC) UE UTILITY EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY W&LE, WALL&LANDSCAPE EASENT(PRIVATE) FLOOD NOTE: SURVEYOR NOTES: I HAVE EXAMINED THE F.I.R.M.MAP NO.1210100293F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE DATED 09/28�2014•AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT UE IN ZONE X' AREAS DETERMINED TO BE OUTSIDE THE 0.2Z ANNUAL CHANCE SURVEYOR MAKES NO gJMAN�7ASS TO THE ABOVE MAY WAY. RESTRICTIONS OR USE OF THE LAND. INFORMATION,PLEASE CONTACT THE LOCAL RELM.A.AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE A!5hA 3. NOT VALID WITHOUT THE AUTHENTIC OF LOT 1Z BLOCK 8 BEING N48'19'11'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: A M II=FR I CAN SURVEYOR AND M 4PPER. � 1" 30 FEET S U FRS/E Y I N G Digitallysigned bylames W Boleman a'e:�'•a° DN:c=US,st=Flodda,l=Orlando, SCALE: m+ c $c MAPPING INC. '',,,,�- —AMERICAN SURVEYING&MAPPING, APPROVED BY: JB INC.cn=James W B°leman, CERTIFICATION OF AUTHORIZATION NUMBER LB{6393 •'a� email=)b°leman@asmcorpomte.com 3191 MAGUIRE BOULEVARD, SUITE 200 Sti+....+';� 9ate:202a10.191033:5fi-04'00' FOR JOB NO. 190901 LOT 12, BLOCK 8 ORLANDO, FLORIDA 32803 ,o�,,a ••a Adobe Acrobat version:11.0.23 RM4 426-7979 DRAWN BY: DS9 WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485 DATE PLOT PLAN 10 15 2020 JG