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PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 31, BLOCK 11, ZEPHYR LAKES SUBDIVISION PHASE 4D <br /> AS RECORDED IN PLAT BOOK 84, PAGE(S) 82-84, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> LOT 3 LOT 2 LOT 1 <br /> BLOCK 11 BLOCK 11 BLOCK 11 <br /> S89'53'26"E <br /> 40.00' o <br /> — — —•— Z <br /> LOT 31 r <br /> BLOCK 11 �APHIC SSE0 15 30 <br /> A&MM FLfOIIU7 "llO <br /> � U7 <br /> PATIO <br /> 16 , A/C <br /> 5.2' 5.2' <br /> 29.7' ' <br /> LOT 30 29.07' <br /> BLOCK 11 - Iyy Illgyyy LOT 32 <br /> a PROPOSED 3EFB o BLOCK 11 <br /> ROBIE'H' <br /> Win FINISHED FLOOR 'a <br /> ELEVATION=98.00'c o rt) <br /> o0 <br /> 1M co <br /> � � O <br /> O O <br /> O COVERED N <br /> ZII ENTRY II Llne Table <br /> 'IWI 9.7' � <br /> ' '� 20.0' S•2, Line IIIDireet n ength L <br /> L1 NB9'53'26-W 40.00' <br /> io Tn in <br /> vi ui vi <br /> —N•--,N ` N— <br /> l�R <br /> 4 Ello0 <br /> CENTERLINE OF I to <br /> to N <br /> PI /t RIGHT OF WAY 410.00' - 1_- 41.53' _4 PC - <br /> `/—•�'�YI�- S89'53'26'E 451.53' `�+ <br /> (REFERENCE BEARING) <br /> BROAD POINTE DRIVE <br /> PREPARED FOR: TRACT 'A' <br /> 50' WIDE PRIVATE RIGHT OF WAY LEGEND: <br /> D•R•HORl11N'r <br /> {St^.Cr't �ygCxT —•—•— BUILDING SETBACK LINE <br /> CENTERUNE <br /> BUILDING SETBACKS — ——— RIGHT OF WAY LINE <br /> FRONT: 20 ON LOT CALCULATIONS PROPOSED ELEVATION <br /> GARAGE: 25' LOT = 4,600 SO. FT. PROPOSED DRAINAGE FLOW <br /> REAR: 15' LIVING AREA = 1,048 SQ. FT. r.M,;1 <br /> SIDE: 5' GARAGE = 403 SQ. FT. CONCRETE <br /> SIDE STREET: 15' ENTRY = 32 SQ. FT. A/C AIR CONDITIONER <br /> LANAI = 0 SO. FT. DtrAE <br /> PATIO = 80 SQ. FT. S/W SIDEWALK <br /> NOTES: DRIVEWAY - 408 SO. FT. PI POINT OF INTERSECTION <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE A/C PAD = 12 SO. FT. PC POINT OF CURVATURE <br /> BASED ON THE APPROVED ENGINEERING PLANS WALKWAY = 31 SO. FT. PT POINT OF TANGENCY <br /> PREPARED BY HAMILTON ENGINEERING do "IMPERVIOUS = 44% RP RADIUS POINT <br /> SURVEYING INC.. = 2014 SO. FT. PRO POINT OF REVERSE CURVATURE <br /> PCP PERMANENT CONTROL POINT <br /> 2, ELEVATIONS ARE BASED ON NAVD 1988 SOD = 2,586 SQ. FT. TYP TYPICAL <br /> DATUM. OFF LOT CALCULATIONS CS CONCRETE SLAB <br /> RIGHT OF WAY = 520 SO. FT. (P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES DRIVE APRON = 0 SO. FT. (C PLAT BOOK <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PUBLIC S/W - 200 SQ. FT. PGS PAGES <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SOD = 320 SO. FT. SQ. FT. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING TOTALS F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> F.I.R.M. FLOOD INSURANCE RATE MAP <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY <br /> AREA = 5,120 SO. FT. NAVD NORTH AMERICAN VERTICAL DATUM <br /> CONSTRUCTION. DRIVEWAY = 408 SQ. FT. D&UE DRAINAGE do UTILITY EASEMENT <br /> DE DRAINAGE ENT(PUBLIC) <br /> THIS IS NOT A SURVEY SIDEWALK = 231 SO. FT. PDE DPRIVATE RAIN GEE EASEMENT <br /> SOD = 2,906 SQ. FT. LIE UTILITY EASEMENT(PUBLIC) <br /> THIS IS A PLOT PLAN ONLY PLE PRIVATE LANDSCAPE EASEMENT <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.121D1CO293F, SURVEYOR NOTES: <br /> DATED 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> LIE IN ZONE X7 AREAS DETERMINED TO BE OUTSIDE THE 0.2x ANNUAL LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> CHANCE FLOODPWN. .THE SURVEYOR MAKES NO GUARANTEES AS TO THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> VERIFICATION. <br /> INFORMATION.PLEASE CONTACT THE LOCAL F.EM.A AGENT FOR MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> BEARING BASIS: LOCATED EXCEPT AS SHOWN. <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD 3. NOT VALID WITHOUT THE AUTHENTIC <br /> POINTE DRIVE BEING S89SN28'E,PER PLAT. 85 ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> py ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE) REVISED: AMERICAN SURVEYING SURVEYOR AND MAPPER. <br /> SCALE: 1' —30 FEET MAPPING, INC. �as°roiM, a� Digitally signed by James W Boleman <br /> r,d•' :i i'F `a III II I• DoM Florida,l=Orando, <br /> SURVEYING&MAP PING, <br /> APPROVED BY: JB INC cn=JamesWBoleman, <br /> •nor.1 •c email=jboleman@asmcorporatexem FOR <br /> 210118 LOT 31,BLOCK 11 ' ' ,.:•+'` "Date:2021.02121295:1a05'o0' THE <br /> JOB NO. 3191 Maguire Blvd,Suite 200,Orlando,FL 32$03 ~`""�'' Adobe Acrobat version:11.013 FIRM <br /> DRAWN BY.. DSB 1ADD REC 02 19 2021 AAM 407.426.7979 - <br /> PLOT PLAN 01 15 202t JG americanstirve 'nnandma in .corn JAMES W. BOLEMAN PSM# 6485 DATE <br />