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PLOT PLAN <br /> DESCRIPTICN:(AS FURNISHED) <br /> LOT 5, BLOCK 15, ZEPHYR LAKES SUBDIVISION PHASE 2D <br /> AS RECORDED IN PLAT BOOK 82, PAGE(S) 62-64,' OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> ON LOT CALCULATIONS <br /> LOT = 5,927 SQ. Fr. <br /> LIVING AREA = 1,402 SO. FT. <br /> GARAGE = 424 SQ. FT. <br /> ENTRY = 16 SQ. Fr. <br /> LANAI = 0 SO. FT. <br /> PATIO = 80 SO, <br /> FT. <br /> DRIVEWAY — 409 so* Fr. <br /> A/C PAD = 12 so. Fr. <br /> WALKWAY — 27 SO. FT. <br /> IMPERVIOUS = 40% <br /> = 2370 SQ. FT. <br /> SOD — 3,557 SQ. FT. <br /> OFF LOT CALCULATIONS <br /> RIGHT OF WAY = 587 SO. FT. <br /> DRIVE APRON = 133 SO. Fr. z <br /> PUBLIC S/W = 245 SQ. FT. :�A?0, <br /> = 209 SO. FT.SOD 1" 30' <br /> GRAPHIL§E&E <br /> TOTALS ;4",v <br /> AREA 6 15 30 <br /> = 542 SQ. FT. <br /> CIA- <br /> = 6,514 SO. FT. <br /> DRIVEWAY <br /> SIDEWALK = 272 SO. Fr. IP <br /> c, <br /> SOD = 3.766 SQ. FT. 4,* <br /> 0., <br /> 7­ 7 <br /> 10, <br /> Cb 0 <br /> 40;p. <br /> w <br /> or <br /> ct) <br /> ICV %,V <br /> AR.J.0, <br /> 0' 4071 <br /> &4 6 <br /> oc� <br /> 40p <br /> PREPARED FOR: A Curve Table <br /> I <br /> Curve III Length Radlum Delta Chord Bearing Chord <br /> 13-11-111011W ci 49.18' 11200.W r&W SS379`3rE 49.18' <br /> ,C <br /> Iq -24011� 144�" C2 53.90- [1315.00- 2*20'5,V N8329'38*W 53.89' <br /> a.1 Wo !N r4 <br /> 0*- .4 niRRV*, 03 30&44!J-1175.OD' 14ZV38' SS975`38*E 3"58' <br /> BUILDING SETBACKS &6 !4 0* C4 55.12- 11175.00- 2-41-17" S83*19'25E 55.12' <br /> FRONT' 20: <br /> GARAGE 25• 250.32'T1175.00' 1212'21' 57W46'14"E 249." <br /> REAR: 15' <br /> SIDE: 5' <br /> SIDE STREET: 15' <br /> LEGEND: <br /> NOTES: P POINT OF INTERSECTION <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BUILDING SETBACK LINE PC POINT OF CURVATURE <br /> BASED ON THE APPROVED ENGINEERING PLANS CENTERLINE PT POINT OF TANGENCY <br /> PREPARED BY HAMILTON ENGINEERING & RP RADIUS POINT <br /> SURVEYING INC. <br /> RIGHT OF WAY LINE PRC POINT OF REVERSE CURVATURE <br /> P PM <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 PROPOSED ELEVATION TYPCP TYPERICALANENT CONTROL POINT <br /> DATUM. CS CONCRETE SLAB <br /> PROPOSED DRAINAGE FLOW P) PER PLAT <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING'PURPOSES CONCRETE ic) CALCULATED <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PS PLAT BOOK <br /> AIR CONDITIONER PGs <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C SIDEWALK SO. PAGES <br /> Fr. SQUARE FEET <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS. BUILDING S/W F.EM.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> DIMENSIONS. AND LAYOUT SHOWN HEREON PRIOR TO ANY F.I.R.M. FLOOD INSURANCE RATE MAP <br /> CONSTRUCTION. NAVD NORTH AMERICAN VERTICAL DATUM <br /> D&UE DRAINAGE&UTILITY EASEMENT <br /> THIS IS NOT A SURVEY D&AE DRAINAGE&ACCESS EASEMENT <br /> DE DRAINAGE EASEMENT(PRIVATE) <br /> THIS IS A PLOT PLAN ONLY UE UTILITY EASEMENT(PUBLIC) <br /> FLOOD NOTE: SURVEYOR NOTES: <br /> I HAVE EXAMINED THE F.I.R.M.MAP NO.11210100293F,DATED 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS 70 LIE IN LAND SHOWN HEREON FOR EASEMENTS. RIGHT <br /> ZONE-AV, DEN070 AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS SUBJECT TO INUNDATION BY THE 1X ANNUAL CHANCE FLOOD' MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> EVENT,BASE FLOW ELEVATIONS DETERMINED TO BE 85.1.THE SURVEYOR <br /> MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION-PLEASE 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION; LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE 3. NOT VALID WITHOUT THE AUTHENTICELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> OF LOT S.BLOCK 15 BEING S2519`57W,PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: AMERICAN SURVEYING SURVEYOR AND MAPPER. <br /> (FIELD DATE:) MAPPING, INC. : " <br /> scALE. , <br /> 1"— 30 FEET DN:,-US,shFlorfda,[=Odmd., <br /> —AMERICAN SURVEYING 8,MAPPING, <br /> APPROVED BY: • INCm--Jaw%WBoImn, <br /> • FOR <br /> 2DD331 LOT 5.BLOCKoaaar THE <br /> JOB NO, 15 3191 Maguire Blvd,Suite 200.Orlando,FL 32803 FIRM <br /> DSB 407.426-7979 JAMES W. BOLEMAN PSM# 6485 DATE <br /> I DRAWN BY. I ameTicansurveyingandma i <br /> PLOT PLAN 08120/2M JG pp qXom <br />