20-22774 - Laserfiche WebLink

Browse Search

} PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 33, 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 Ltne Table Line/ Directlan Length L1 N0034'52'E 50.00' z4 a LOT 32 1" = 30' ml I BLOCK 8 I GRAPHIC SCALE �I I 0 15 30 } S89'25'08"E 115.31' ll 5'D&AE 25.5' p I $9.7' 30.1' w I D. ZaW I .x�•� .:1::iY.�,':.i;,•SIN ^ < DOI-H Lo �Q H-a 't.lr: •.'Y; ;.S?.:;:':� COVERED PROPOSED N f7 Y I—gw a >—a, I "...,: .'�;�;:'.�-_:' �.. ENTRY CAU T� UI co, U Q f—eIL 4,y 4EBB—C m I-- Q p w !'w I FINISHED FLOOR O z Q o I I I'�' } ELEVATION�95.70' J 0]l n: ( �> O 4.7' 8.0' o CV ED yo a b o (rn 51.Y pm N 30I2 h D&AEH N' sfi� eEoo N89'25'08"W 115.39 I 9 . I I .. I LOT 34 BLOCK 8 PI PLAT BOUNDARY ON LOT CALCULATIONS LOT = 5,767 SQ. FT. LIVING AREA = 1,828 SO. FT. GARAGE = 430 SQ' FT. ENTRY = 16 SQ' FT. LANAI = 88 SQ. FT. PATIO = 0 S0. FT. DRIVEWAY = 408 SQ. FT. A/C PAD = 12 SO. FT. WALKWAY = 28 SQ. FT. IMPERVIOUS = 49% = 2810 SQ. FT. PREPARED FOR: SOD = Z957 SO. FT. OFF LOT CALCULATIONS U'161'HORMN, RIGHT OF WAY = 600 SO. FT. DRIVE APRON = 133 SO. FT. PUBLIC S/W = 250 SO. FT. SOD = 217 SO. FT. BUILDING SETBACKS TOTALS FRONT: 20' AREA = 6,367 SO. FT. GARAGE: 25' DRIVEWAY = 541 So. FT. REAR: 15' SIDEWALK = 278 SO. FT. SIDE: 5' SOD = 3,174 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 & - CENTERLINE PT POINT OF TANGENCY SURVEYING INC.. ——— — RIGHT OF WAY LINE RP RADIUS POINT 2. ELEVATIONS ARE BASED ON NAVD 1988 XX.XX PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT DATUM. TYP TYPICAL PROPOSED DRAINAGE FLOW CS CONCRETE SLAB THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES r:::xi CONCRETE �p� PER PLAT CALCULATED ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/c AIR CONDITIONER PB PLAT BOOK THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR 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.E.M.A, FEDERAL EMERGENCY MANAGEMENT AGENCY CONSTRUCTION. F.I.R.M. FLOOD INSURANCE RATE MAP NAND NORTH AMERICAN VERTICAL DATUM THIS IS NOT A SURVEY D&UE DRAINAGE&UTILITY EASEMENT DE DRAINAGE EASEMENT(PUBLIC) THIS IS A PLOT PLAN ONLY LIE DRAIN EASEMENT(PUBLIC) 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 09/26/2014. 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. A5hA BEARING BASIS. 3. NOT VALID WITHOUT THE AUTHENTIC BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BROAD ELECTRONIC SIGNATURE AND THE AUTHENTIC POINTE DRIVE BEING S0034'52�W PER PLAT. A M E R 1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED (FIELD DATE:) REVISED: SURVEYOR AND MAPPER. SCALE 1�=3D FEET S U RV IE=Y 1 N G boo""a „Digitally signed by James W.Boleman $c MAPPING INC. e —cn=James W.Boleman, ��` �' o=American Surveying&Mapping,' APPROVED BY: '� - 1"s Inc.,—HB, CERTIFICATION OF AUTHORIZATION NUMBER LBJ6393 .* e i mall=J8oleman@asmcorpomte.cam,FOR 190901 LOT 33,BLOCK B 3191 MAGUIRE BOULEVARD, SUITE 200 •8s;••� '* 'e=u5" THE JOB NO. ORLANDO, FLORIDA 32803 Date:2019.09.2411:14:25-04'00' FIRM (407) 426-7979 DRAWN BY; 058 PLOT PLAN 09-20-19 JSO WWW.AMERICANSURVEYINGANDMAPPING.COM JAMES W. BOL.EMAN PSM# 6485 DATE