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7 <br /> , <br /> PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 45, BLOCK 18, SILVERADO RANCH SUBDIVISION PHASES 7, 9B, 11A AND 11B <br /> AS RECORDED IN PLAT BOOK 77, PAGE(S) 74-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> Line Table ON LOT CALCULATIONS <br /> Llne,P Direction Length', LOT = 9,797 SQ. FT. <br /> LIVING AREA = 1.828 SO. FT. <br /> L1 I N8959.20-W 5.53'! GARAGE = 430 SQ. FT. <br /> ENTRY = 16 SQ. FT. <br /> Curve Table LANAI = 88 SQ. FT. <br /> Curve/ Length Radius I Delta Chord Bearing Chord PATIO = 0 SQ. FT. <br /> DRIVEWAY = 330 SQ. FT. <br /> Cl 34.98' 85.00' 2333'46' N7893'471E 34.71' A/C PAD = 12 SQ. FT. <br /> WALKWAY = 28 SQ. FT. <br /> IMPERVIOUS = 28% <br /> = 2732 SO. FT. <br /> BURMA REED DRIVE / SOD = 7.065 SQ. FT. <br /> TRACT"G* OFF LOT CALCULATIONS <br /> 60' WIDE PRIVATE RIGHT OF WAY RIGHT OF WAY = 662 SO. FT. <br /> DRIVE APRON = 247 SQ. FT. <br /> (REFERENCE BEARING) PC PUBLIC S/1N = 197 SQ. FT. <br /> PT/ � S8959'2_0'EE _ 435.00' — SOD = 218 SQ. FT. <br /> LTA—CENTERUNE OF/ +29•4Y TOTALS <br /> RIGHT OF WAY X.53' AREA = 10,459 SQ, FT. <br /> w / DRIVEWAY = 577 SO. FT. <br /> SIDEWALK = 225 SQ. FT. <br /> ogI � <br /> gel SOD = 7,283 SQ. FT. <br /> UE <br /> DRI'VE'. 10 a <br /> 5.5' t•^ ..'.' t 14.IY <br /> Wo <br /> COVERED 4.3' \\ <br /> ENTRY <br /> N \ s <br /> z <br /> I PROPOSED <br /> 1" = 30' LOT 44 o i M, 4Ese D LI �\ <br /> G FLOOR <br /> RAPHIC SCALE BLOCK 18 i �Fl"„I�0-1 \\ <br /> 0 15 30 O I \\ <br /> O I \ <br /> 39.67' <br /> O I <br /> COVER 0 <br /> Z I ad \ <br /> AlLM1AI., \ <br /> I ` <br /> LOT 45 \\ <br /> BLOCK 18 \\ TRACT "C" <br /> I 9,797-sQ. FT f `\ PRIVATE DRAINAGE <br /> �35 I ,j DRAINAGE 1YPE A >� \ 3S° AREA <br /> PREPARED FOR: <br /> .—.— . —.—--- . — . — .— . — . —.- <br /> ----------------- <br /> BUILDING SETBACKS —•—•— • I \\ .—•—.— <br /> FRONT: 20' IS89'59'26"W 111.68' <br /> REAR: 15' <br /> SIDE: 5' (50' LOTS) ZEPHYRHILLS COLONY COMPANY <br /> 7.5' (55' de 60' WIDTH LOTS) LANDS <br /> SIDE STREET: 15' PLAT BOOK 1, PAGE 55 <br /> NOTES: <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING LEGEND: <br /> PLANS PROVIDED BY THE CLIENT. <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 —. BUILDING SETBACK LINE PI POINT OF INTERSECTION <br /> DATUM. _ PC POINT OF CURVATURE <br /> CENTERUNE PT POINT OF TANGENCY <br /> 3. FOR ALL LOTS WHERE SIDE—YARD RP RADIUS POINT <br /> SETBACKS ARE LESS THAN 7.50 FEET, A —— RIGHT OF WAY LINE PRC PONT OF REVERSE CURVATURE <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND PROPOSED ELEVATION PCC POINT of COMPOUND CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER PASCO TY PROPOSED DRAINAGE FLOW CONCRETE SLAB <br /> AL <br /> COUNTY LAND DEVELOPMENT CODE. <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE ��) CALCULLAATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF A/C AIR CONDITIONER PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND S/W SIDEWALK SQ. Fr. PAGES <br /> FEET <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F.I.R.M. FLOOD INSURANCE RATE MAP <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. NAVD NORTH AMERICAN VERTICAL DATUM <br /> NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> THIS IS NOT A SURVEY D&AE DRAINAGE k ACCESS EASEMENT <br /> PDE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE PUBLIC UTILITY EASEMENT <br /> PLE PRIVATE LANDSCAPE EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CO288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> DATED SEPTEMBER 26, 2014. AND FOUND THE SUBJECT PROPERTY LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> APPEARS TO UE IN ZONE-X-. AREAS DETERMINED TO BE OUTSIDE THE OF WAY, RESTRICTIONS OF RECORD WHICH <br /> 0.2X ANNUAL CHANCE FLOODPLAIN. THE SURVEYOR.MAKES NO MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE <br /> LOCAL F.EM.A AGENT FOR VERIFICATION. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERUNE OF BURMA 'r'I 3. NOT VALID WITHOUT THE AUTHENTIC <br /> REED DRIVE BEING S89'59'2 %PER PLAT. ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> (FIELD DATE:) <br /> REVISED: A M E R I CA N SURVEYOR AND MAPPER. <br /> 1' 30 FEET S U RV ICY 1 N G ww Digitallysigned bylames W Boleman <br /> SCALE <br /> a"••••°� - DN:c=US,st=FIorida,l=Orlando, <br /> 8c MAPPING INC. f `,,, '* o=AMERICAN SURVEYING& <br /> APPROVED BY: JB Z� _ — MAPPING,INC,—James W <br /> CERTIFICATION OF.AUTHORIZATION NUMBER LB#6393 \ +a Bolaman, <br /> 150820 LOT 45. 3191 MAGUIRE BOULEVARD, SUITE 200 ••:+ email=jboleman@asmcorporate.com FOR <br /> JOB NO. BLOCK 18 i' ORLANDO. FLORIDA 32803 Dare:zozaoao3ogl¢nroaoo FIRM <br /> DRAWN BY- Bse WWM:AMERICANSUR <br /> 428-7979 <br /> PLOT PLAN 07 2020 JG <br /> VEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM 6485 DATE <br /> 29 <br />