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' PLOT PLAN <br /> DESCRIPTION:(AS FURNISHED) <br /> LOTS 1 — 2, BLOCK 7, ZEPHYR LAKES SUBDIVISION PHASES 1A, 2A, 2B, AND 4A <br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br /> TRACT, "D" <br /> N87"32'50"E PRIVATE LANDSCAPE \ <br /> AREA <br /> 8.0 6.06' C1 8B8 C \� v <br /> — —' <br /> I FLOOD ZONE-X-1 I 110 <br /> 1 <br /> 14.0' <br /> I LOT 2 � a 44.7' 1 <br /> z p LOCK 7 0 1 0 <br /> rn 6,669 So. FT f ��I LOT 1 I = <br /> 4 j RA�NAGE TYPE A, N0 o>, BLOCK 7 GRAPHIC SCALE <br /> 64.0' l`•I 7.769 Q. FT t 1 <br /> w�O I DRAINA E TYPE A I 0 15 30 <br /> LV I 24.0' 1 _� <br /> C I FLOOD ZONE"X" I >- <br /> LOT 3 NII PROP S D I o l <br /> BLOCK 7 rn �I w PAf21CIN 1 o <br /> a I I <br /> 0 <br /> m i (GRAVE ) Y'a� <br /> O> <br /> I a1 o I <br /> I i:• 0.0' I tLl p 1 <br /> 'HANOI . ^:J c 1 <br /> O 1 = _s'. "' �= ..:`T.CONdR .•'`•t I ttl p <br /> 1 �;PARIfINO�•'"I 14>0 I IV I <br /> SS <br /> N �r•�� { M FLOOD ZONE I N N .;SJ'IOP AR.I <br /> "AE" EL=85.1 ---- _ — <br /> APPROXIMATE <br /> 10' UE '�S%;:.•i�,:{ 10' UE DELINEATION LINE <br /> RAMP AS REQUIRED SCALED FROM FEMA MAP. <br /> PROPOSED ADA 5' S/W \, (TYPICAL) I <br /> y° CONCRETE`.:7 Ma - \ 1 <br /> 0� F:. . <br /> m PR OSED INLET <br /> I <br /> 0 0.: ..: .... £Cogs£ 'q£" <br /> I o w N00 FIELD LOCATED <br /> PCC _ C9 = <br /> _ — �- -CS _ _ T. <br /> I <br /> � CENTERLINE OF <br /> BROAD POINTE DRIVE RICHT OF E:O _ PI <br /> TRACT "P" <br /> 50' WIDE PRIVATE ROADWAY Curve Table <br /> Curve Length Radius Delta Chord Bead 9 Chord <br /> C1 58.09' 8BO.00' 3'46'55" S89'26'18' 58.08' <br /> C2 73.31' BBO.00' 4'46'24" N86'17'02" 73.29' <br /> C3 6.97' 25.00' 15.58'00' N01'45'02 6.94" <br /> C4 36.73' 25.00' B4'10'04" N51'49'04 33.51' <br /> C5 34.49' 760.00' 2'35'59' N8723'54" 34.48' <br /> PREPARED FOR: Ce 36.71' 7BO.00• 2.46'03• S89.55.05• 36.71' LEGEND: <br /> H, C7 10.25' 112.50, 5'13'11" S85.55'28" 10.25' — — BUILDING SETBACK LINE <br /> D•RHOMN'® CB 138.90' 735.00' 10.49'40" N86'03'06' 138.69 — — CENTERLINE <br /> RIGHT OF WAY LINE <br /> C9 35.41' 735.OD' 2.45'38" S89.5453' 35.41' <br /> PROPOSED ELEVATION <br /> BUILDING SETBACKS CIO 1o3.4s' 735.00' 8'04'02' NB4'40'17• 103.40 <br /> PROPOSED DRAINAGE FLOW <br /> FRONT: 20' ON LOT CALCULATIONS r;: • CONCRETE <br /> GARAGE: 25' LOT = 14,438 SQ. FT. <br /> REAR: 15' LIVING AREA = 0 SQ. FT, GRAVEL <br /> SIDE: 5' GARAGE = 0 SQ. FT. A/C AIR CONDITIONER <br /> SIDE STREET: 15' ENTRY = 0 SQ. FT. S/W SIDEWALK <br /> LANAI = 0 SQ. FT. PI POINT OF INTERSECTION <br /> NOTES: PATIO = 0 SQ. FT. PC POINT OF CURVATURE <br /> DRIVEWAY = 0 SQ. FT. PT POINT OF TANGENCY <br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE A/C PAD = 0 SQ. FT. PCC POINT OF COMPLEX CURVE <br /> BASED ON THE APPROVED ENGINEERING PLANS WALKWAY = 0 SO. FT. PRC POINT OF REVERSE OU E <br /> POINT <br /> PCP PERMANENT CONTROL POINT <br /> PREPARED BY HAMILTON ENGINEERING & <br /> SURVEYING INC.. IMPERVIOUS = 0% TYPICAL <br /> CS <br /> = 0 SQ. FT. CS CONCRETE SLAB <br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 SOD = 14,438 SQ. FT. (P) PER PLAT <br /> DATUM. OFF LOT CALCULATIONS (C) CALCULATED <br /> RIGHT OF WAY — 0 SQ. FT. Pa PLAT BooK <br /> THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES SO. PAGES <br /> ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF DRIVE APRON = 0 SQ. FT. SQUARE FEET <br /> F.E.M.A. <br /> PUBLIC S/W = 0 SQ. FT. F.EM.A.A. FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR SOD = 0 SO. FT. F.I.R.M. FLOOD INSURANCE RATE MAP <br /> OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING NAVD NORTH AMERICAN VERTICAL DATUM <br /> DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO ANY TOTALS D&UE DRAINAGE&UTILITY EASEMENT <br /> AREA = 14,438 SO. FT. DE DRAINAGE EASEMENT(PUBLIC) <br /> CONSTRUCTION. UE UTILITY EASEMENT(PUBLIC) <br /> THIS IS NOT A SURVEY DRIVEWAY = 0 SQ. FT. D&AE DRAINAGE&ACCESS EASEMENT <br /> SIDEWALK = 0 SQ. FT. HS HANDICAP SIGN <br /> THIS IS A PLOT PLAN ONLY SOD = 14.438 SQ. FT. SS STOPLSIGNP <br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP NO.12101CO293F, SURVEYOR NOTES: <br /> DATED 09/26/2014,AND FOUND THE SUBJECT PROPERTY APPEARS TO UE 1. THE SURVEYOR HAS NOT ABSTRACTED THE <br /> PARTIALLY IN ZONE"X&AE'.ZONE"X',AREAS DETERMINED TO BE LAND SHOWN HEREON FOR EASEMENTS, RIGHT <br /> OUTSIDE THE 0.2X ANNUAL CHANCE FLOODPLAIN. ZONE"AE",DENOTES OF WAY, RESTRICTIONS OF RECORD WHICH <br /> AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO <br /> INUNDATION BY THE 1%ANNUAL CHANCE FLOOD EVENT,BASE FLOOD MAY AFFECT THE TITLE OR USE OF THE LAND. <br /> ELEVATIONS DETERMINED TO BE 85.1'. THE SURVEYOR MAKES NO <br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN <br /> F.EM.A. AGENT FOR VERIFICATION. LOCATED EXCEPT AS SHOWN. <br /> BEARING BASIS: <br /> 3. NOT VAUD WITHOUT THE AUTHENTIC <br /> BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT ELECTRONIC SIGNATURE AND THE AUTHENTIC <br /> 2, BLOCK 7, BEING NOB"41'07"W PER PLAT. ELECTRONIC SEAL OF A FLORIDA LICENSED <br /> REVISED: AMEBIC N SURVEYOR AND MAPPER. <br /> (FIELD DATE:) S U RV EY 1 G <br /> nvm h DlgiWlyMgnedbylames W. <br /> SCALE: 1"= 30 FEET a°�a;,...N. ?I Boleman <br /> 4& MAPPING I N C. J :°"` O"a <br /> o=DN:rn=James W.Boieman, <br /> APPROVED BY: `� s � L% Amedon Surveying&Mapping, <br /> CERTIFICATION OF AUTHORIZATION NU BER LB#6393 �: —.,.,- .. u=HB, <br /> 3191 MAGUIRE BOULEVARD, SU TE 200 �y°0 _—emill�USoleman@mmcorpomte.co FOR <br /> 190901 LOT 1-2. BLOCK 7 �§°••%�'s�"n'•"'••• m,c=US <br /> JOB NO. ORLANDO, FLORIAN 3280 '�ne7z;:: �, m c=u019.09.2411:42:29-04'00' FIRM <br /> (407) 426-7979 <br /> DRAWN BY. DSB—JMH PLOT PLAN 09-19-19 JMH WWWAMERICANSURVEYINGANDM PING.COM JAMES W. BOLEMAN PSM# 6485 DATE <br />