Laserfiche WebLink
R <br /> PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOT 22, BLOCK 13, SILVERADO RANCH SUBDIVISION PHASE 10A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 107-112, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> MORSE WILLOW COURT <br /> TRACT F <br /> 60' WIDE PRIVATE RIGHT OF WAY <br /> PI (REFERENCE BEARING) <br /> _ --�N�$9'53'S2"E 736.96' <br /> CENTERLINE OF/ 102.50' 34.46 <br /> i RIGHT—OF—WAY <br /> 1 Z <br /> I <br /> I! , 00o <br /> qP= :j3o.6e N89'53'52"E;47.5 — Z <br /> '30 1 30 <br /> 10' PUE ( :.:.:(;' I GRAPHIC SCALE <br /> 0 15 30 <br /> v. <br /> rn I ;. • 15.0' 7.7':' __r s N. 20.W 7.5' <br /> N y I ':°'` y I 0 <br /> I COVERED i <br /> ,5.3' ENTRY 1 0 <br /> I <br /> W I ci� I LOT 22 I o <br /> mo>�m CK 13 <br /> Uo i A eB204 SO. FT f i TT7 LOT 23 <br /> = I Ct DRAINAGE TYPE A cn BLOCK 13 <br /> o ( PROPOSED ,ta l o <br /> O 2795 — CAMDEN B oo I R° <br /> FINISHED FLOOR P' n <br /> D FCTI I �x ELEVATION=132.80' m <br /> I <br /> I j I <br /> —50.00 <br /> C0 i I U1 <br /> 0 I 19.3' 1 <br /> REV <br /> E.R E_. <br /> Ey�A DATE cF TyE y�R <br /> L <br /> 15.01 7.5' PH <br /> !0 ' p/AV <br /> rn HILL <br /> o' <br /> ad Uj� <br /> 2 cY <br /> S89"53'52"W 72.50' tq+FL�pLy <br /> es <br /> I LOT 21 NgTlp�q�bGRiO� J 'LYVvp 'IV <br /> f <br /> y BLOCK 13 rHCL�CTR/C L?111�G Clio . <br /> PREPARED FOR: Curve Table <br /> Carve length I Radius Del ta Chord Bearing Chord <br /> D I�HOli1�No N ti , C7 1 39.27'1 25.00' 90-00-00" N44-53'52'E 35.36' <br /> LEGEND: <br /> BUILDING SETBACKS <br /> — — •— BUILDING SETBACK LINE <br /> FRONT: 20' ON LOT CALCULATIONS _ — <br /> 1S' � "'— CENTERLINE <br /> REAR: <br /> SIDE: 1 {50' LOTS} LOT = 8,203 SQ. FM — _ _ RIGHT OF WAY LINE <br /> 7.5' (55' & 60' WIDTH LOTS) LIVING AREA = 619 SQ. FT.SQ. FT. <br /> GARAGE = PROPOSED ELEVATION <br /> SIDE STREET: 15' 5 <br /> ENTRY = 65 SQ, FT. PROPOSED DRAINAGE FLOW <br /> NOTES: LANAI = 193 SQ. FT. —) CONCRETE <br /> 1. ELEVATIONS SHOWN ARE PER LOT GRADING DRIVEWAY <br /> = 25 SQ. FT. J <br /> PLANS PROVIDED BY THE CLIENT. A/CDRIVEWAY = 680 50. FT. A/C AIR CONDITIONER <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 WALKWAY <br /> PAD = 9 50. FT. pi SIDEWALK <br /> DATUM. WALKWAY = 23 SQ. FT. Pl POINT of INTERs£CnoN <br /> IMPERVIOUS = 54% PC POINT OF CURVATURE <br /> 3. FOR ALL LOTS WHERE SIDE—YARD 4450 SQ. FT. PT POINT OF TANGENCY <br /> SETBACKS ARE LESS THAN 7.50 FEET, A RP RADIUS POINT <br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND SOD = 3,753 SQ. FT. PRC POINT OF REVERSE CURVATURE <br /> ACCESS EASEMENT IS REQUIRED PER AND <br /> OFF LOT CALCULATIONS PCC POINT OF COMPOUND CURVATURE <br /> COUNTY LAND DEVELOPMENT CODE. RIGHT OF WAY = 3563 SQ. FT„ TC1S'P CONICRETE CAL SLAB <br /> DRIVE APRON = 382 SQ. FT. PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PUBLIC S/W = 1071 SQ. FT, (�j CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF SOD = 2,110 SQ. FT. PB PLAT BOOK <br /> THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND TOTALS PGS PAGES <br /> OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK AREA = 11,766 SQ. FT. SQ. FT. SQUARE FEET <br /> LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT F1R.M. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> AND IS FOR INFORMATIONAL PURPOSES ONLY. DRIVEWAY = 1,062 SQ. FT. F„LR„M. FLOOD INSURANCE RATE MAP <br /> SIDEWALK = 1094 SQ. FT. NAVD NORTH AMERICAN VERTICAL DATUM <br /> THIS IS NOT A SURVEY. NGVD NATIONAL GEODETIC VERTICAL DATUM <br /> 5QQ = 5,863 SQ. FT. LIE DRAINAGE do UTILITY EASEMENT <br /> POE PRIVATE DRAINAGE EASEMENT <br /> THIS IS A PLOT PLAN ONLY PUE„ PUBLIC UTILITY EASEMENT <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M. MAP NO. 12101CD288F, 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> HAVE <br /> 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 /> 0,2R 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.E.M.A. AGENT FOR VERIFICATION, 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: A5hA3. NOT VAUD WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MORSE ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> WILLOW COURT BEING N89'53'S2'E,PER PLAT. �—^^ ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: A-M E FR I Ur A N SURVEYOR AND MAPPER. <br /> DBe=omigAli5tMi l=EjRbInC <br /> lAeNm a nb@yaJsammceasr Wpo <br /> B <br /> raotlee <br /> .mcoaan <br /> (FIELD DATE:) DN:=US,1t-FI =Orando,U Y SURVEYING& <br /> : i"= 3Q FEET J „-,MAPPING INC.cn=lamesWSGALE � PPINV INC. eman, <br /> APPROVED BY: CERTIFICATION CATION OF AUTHORIZATION NUMBER LB/6393 F OR <br /> 3191 MAGUIRE BOULEVARD, SUITE 200 ate:2021 A4.2708:46:00.04'00' THE <br /> JOB NO. 'ORLANDO, FLORIDA 32803 Adobe Acrobat-.1— L0,23 FIRM <br /> 200647 LOT 22,BLOCK 73 -.1— <br /> DSB REMOVE DOOR 04/27J21 NMK WWWAMERICANSURVEYINGANDMAPPING.COM JAMES W. BOLEMAN PSM# 648 426-7979 5 p0.� <br /> DRAWN BY: PLOT PLAN 01 14 9021 JG <br />