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PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 47, BLOCK 3, 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. PR/�q IN \ S7 &jOF VGA/q�e., 2�4 .00„£ gFIRy4/N9 fFq �6 / SS S6)4 3Z 6404F �i nafe / 64; VL GRAPHIC SCALE 0 15 30 tor &4OC 48 r' der J, s k ', Q l 40.00. i ' g9.9 yp/ / / �H/�VGSR� / �'+nt 8o0D' 0 $ to q' E°e m /�ry1 °s S(OC'/` 3 ON LOT CALCULATIONS QJ LOT - 6,506 SQ. FT. s• (V`g LIVING AREA = -1,844 SO. FT. GARAGE = 437 SO. FT. Z. ENTRY = 137 SO. FT. LANAI = 139 S0. FT. PATIO = 0 SQ. FT. DRIVEWAY = 409 SQ. FT. PI n A/C PAD = 12 SQ. FT. / 1p•uf\\��N WALKWAY = 32 SQ. FT. • / IMPERVIOUS = 46% o0 3 = 3010 SQ. FT. SOD = 3.496 SQ. FT., 2 OFF LOT CALCULATIONS J RIGHT OF WAY = 636 SO. FT. \ DRIVE APRON = 152 SQ. FT. PUBLIC S/W = 245 SQ. FT. s Fq.T ST CZ \ of \ SODDALS = 239 SQ. FT. �Of Rq q t+DR/I� AREA = 7,142 SQ. FT. ,G DRIVEWAY = 561 SO. FT. ROgD R/pyt44VN SIDEWALK — 277 SO. FT. �qY A-Ny \ SOD = 3.735 SO. FT. PREPARED FOR: L� Curve Table 1A,Pk'7 ild k Cum III Length Radius Delta Chord Bearing Chord C1 49.19' 1211.00' 2'1939' N8856'20*W 49.19' BUILDING SETBACKS C2 291.16' 1186.00' 14M3'58' N73'13'59'W 290.43' FRONT: 20 C3 210.38' 1186.00' IOY19'48' N75'11'04'W 210.10' GARAGE: 25' REAR: 15' C4 80.78' 1186.00' 3500' NSS'09'05'W BO.n' SDE: 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 _ cENTERUNE PPC T POINT OF CURVATURE PREPARED BY HAMILTON ENGINEERING & TANGENCY SURVEYING INC.. ———— RIGHT OF WAY UNE RP RADIUS POINT PRC POINT OF REVERSE CURVATURE 2. ELEVATIONS ARE BASED ON NAVD 1988 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) L ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 0 (C) CALCULATED A/C AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR PCs PAGES 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&UTIUTY EASEMENT THIS IS NOT A SURVEY DE DRAINAGE UTILITY EASEMENT(T C)(UC) THIS IS A PLOT PLAN ONLY D&AE 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 09/26/20K AND FOUND THE SUBJECT PROPERTY APPEARS TO LAND SHOWN HEREON FOR EASEMENTS, RIGHT UE IN ZONE•X',AREAS DETERMINED TO BE OUTSIDE THE 0.27E ANNUAL of WAY, RESTRICTIONS OF RECORD WHICH CHANCE FLOODPLAIN, THE SURVEYOR MAKES NO GUARANTEES AS TO MAY AFFECT THE TITLE OR USE OF THE LAND. THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.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 3. NOT VAUD WITHOUT THE AUTHENTIC OF LOT 47 BLOCK 3 BONG N1953'5O'E,PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC A M E R I C A N ELECTRONIC SEAL OF A FLORIDA LICENSED REVISED: ` ' I� I /-, SURVEYOR AND MAPPER. (FIELD DATE:) S U R V E Y I I V V ` IMN Digitally signed by James W. 1'— 30 FEET *INC. ` Boleman SCALE: ^•'New DN:cn=lames W.Boleman, 8cM A P P I N G I N C. j�a -American surveying&Mapping, APPROVED BY: i� --CERTIFICATIONInc.,—1-18, CATION OF AUTHORIZATION NUMBER LB#6393 :a 3191 MAGUIRE BOULEVARD, SUITE 200 % . °"°".•+s° email=l6oleman@asmco porate.co FOR JOB NO. 190901 LOT 47. BLOCK 3 ORLANDO, FLORIDA 32803 'S=•« ' m,c=U5 THE JOB Date:2019.09.241031AI-04.00• FIRM (407) 426-7979 DATE DRAWN BY; DSB PLOT PLAN 09-19-19 KJW WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 6485