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TRACT "D" TRACT "D"
<br /> PLOT PLAN �! PRIVATE N876 O6 0"E C1 PRIVATE
<br /> LOTS 1-5, BLOCK 7, ZEPHYR LAKES SUBDIVISION PHASES 1A, V BSI �e \\ I
<br /> 2A, 2B, AND 4A \ h� N87'32'50"E 84.31' C2
<br /> AS RECORDED IN PLAT BOOK 80, PAGE(S) 37-48, OF THE �Dc�1� LOT 3 I LOCK 7 m RSO ° i i� d LOT 1
<br /> PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. \ \ BLOCK 7 1 6�669 SO.FT 2 - 40, BLOCK 7 1 B7 I
<br /> .A \ \ Bi00 UL ETA DRAINAGE TYPE A 7.769 so.FT f
<br /> DRAINAGE TYPE A 1 11 I 24.Y CRAINAGE
<br /> NOTES: T1'pE A
<br /> 44.r 1 $
<br /> g'� \\\ \\\ ar i Zi D °Mood � I I €
<br /> 1. PROPOSED ELEVATIONS SHOWN HEREON ARE �J�• �\ \\ \ m 1 �1
<br /> BASED ON THE APPROVED ENGINEERING PLANS \ 2\ �_ 1 1 1'- 30'
<br /> PREPARED BY HAMILTON ENGINEERING& / \ a\ •e 18.7' 4:11- 0.0 ^'6zl I -
<br /> SURVEYING INC.. ♦ �� O00 T�16 O I lUsm b 84.0'Z 1 I I GRA�C SCALE
<br /> 2. ELEVATIONS ARE BASED ON NAVD 1988 ! / \ \ Q\ 4 I OI-ee o• b I 0 15 30
<br /> DATUM. PV /�1• \\ VO� ,t
<br /> I JI�4 20.o n 1 I
<br /> 3. FOR ALL LOTS WHERE SIDE-YARD m I 24.0
<br /> e Ix \ � ;,::,cD•0 1 �1 FLOOD ZONE'X I _>
<br /> SETBACKS ARE LESS THAN 7.50 FEET,A e0 pQ Gj '� / y i W p I I 3
<br /> MINIMUM 5.00 FOOT WIDE DRAINAGE AND SIC' •� 3 �'� \W' \ V6 61' 1 rn. N 1 O PROP S D ) o
<br /> ACCESS EASEMENT IS REQUIRED PER PASCO G���}� �� G� `�, '� \\ \ \\ 17 39 o I PAR IN�
<br /> COUNTY LAND DEVELOPMENT CODE. ,O�Q•�J��P C1� 0�0`50,d•(, O�a ;;:: \ \ 1 %I .. ARE o W a
<br /> 1,Q•C"P p,;�4 ti \\ ♦\ ROpoo w, I �" 0O• (GRAVE ) 1 Yea 0'
<br /> `,s. < rP `•i \\_ttEE \\ fD F � 1 �1 o ) - 0, I i 3
<br /> 89.1cEVA 1 NI o:. .., ,..,. .. . 0.O ' I W
<br /> \ ♦\J. �0 �{ \\ \\ ''c .SINS , I OI 7 �HANb(i�c��:} 1 Q.
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<br /> pj\ / ♦♦ /y♦\ �o 4
<br /> �WtjB \ 'CD\ V-.• ' SS ;.•I' .+ O• I 7.26
<br /> / ♦\ X9:;
<br /> �' 2 ------ ------ ----
<br /> a♦ / (7 \\ 11�\ �6\ /• -I- w 'y�j•7�'....... APPRO%IMATE
<br /> ,` x, S, �♦ �� / I ;..Li:a"' DELINEATION UNE
<br /> `="•/ G.�.. r ♦ O ♦ O. ..4A :.O O.♦'�' \� \p 1' O 1� 1 1 ..,. f0'UE r.: SCAU]7 FRON
<br /> -J y~a o \ � S•♦ \ � � .. OO 86 1 "+>�.:1.."•:: :*
<br /> ` FEMA
<br /> ZEPHRHILLS SMALL (rmlcaL) MAP.
<br /> PLAT BOOAKRM4.PAGE 29 �� / O� �W�{' \♦ �F J\ :'../ 'm.. .� 70 UE ,." ..�e'_..'"'::�'.'''.``:'a-';:::, -
<br /> _CAP :.,{y::: F(
<br /> ozoo
<br /> u* \ ♦\ / ,
<br /> / R A AJS \• ��♦ .i•.c' // ♦ ♦o E
<br /> �- PROPOSED INLET 1
<br /> NOT FIELD LOCATED
<br /> ZEPHRHILLS COLONY \�� 1 �•�. 1w,
<br /> Ny QS` o ♦ .?j' /,O < ro
<br /> ` .,.•$e 1 ,`D>� I10 q•d0:i' \ O./ CY�c'� ' C11 CENTERLINE OF GO
<br /> 4n A. ::�•; r,P� - BROAD POINTE DRIVE RIGHT OF WAy _ PI
<br /> PUT BOOK 1,PACE 55. S�? T 50'WIDE PRIVATE ROADWAY
<br /> ..75 J, -ri / TRACT p•
<br /> h �W Mod •„�' / \\
<br /> Z'0•/ APPROXIMATE
<br /> DFUNEATION UNE
<br /> SCALED FROM FEMA MAP.
<br /> COT \1g3 0?, ?6
<br /> PREPARED FOR: (TYPICAL)
<br /> D'H'HOHIIIN' ecooKs
<br /> f�AAFerlca��uY r 7
<br /> BUILDING SETBACKS
<br /> FRONT: 20'
<br /> GARAGE 25' / Curve Table
<br /> REAR: 15' Cum/ Length Radius I Delta Chord Bearing Chord
<br /> SIDE: 5' PRC1
<br /> SIDE STREET: 15' C7 58.09' 880.00' 3.46'55= 1,18926'10'E 5B.08'
<br /> FLOOD NOTE: I HAVE EXAMINED THE F.I.R.M.MAP N0.12101CO293F, C2 73.31' 880.00' 4.46'24= S8817'02=E 7129' SURVEYORNOTES:
<br /> ra DATED 09/26/2014,A FOUND THE SUBJECT PROPERTY APPEARS 70 LTE 1. THE SURVEYOR HAS NOT ABSTRACTED THE
<br /> PARTIALLY IN ZONE=X&AE=.ZONE'X•,AREAS DETERMINED TO BE LEGEND: C3 6.97' MOW 155B'00• SOt•45.02-W 6.94' 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 70 - BUILDING SETBACK LINE PI POINT OF INTERSECTION C4 36.7Y 25.00' 8410'04' S51.49'G4'W 33.51, MAY AFFECT THE TITLE F USE D THE LAND.
<br /> INUNDATION BY THE IX ANNUAL CHANCE FLOOD EVENT,BASE FLOOD -'-' PC POINT OF CURVATURE F3EVATIONS DETERMINED 10 BE 85.7',THE SURVEYOR MAKES NO --- CENTERLINE P7 POINT OF TANGENCY CS 34.49' 760.00' 235'59• NB72S541Y 34.48' '5hA2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
<br /> GUARANTEES AS TO THE ABOVE INFORMATION.PLEASE CONTACT THE LOCAL
<br /> FEM.A.AGENT FOR VERIFICATION. ---- RIGHT OF WAY LINE PCC POINT OF COMPLEX CURVE CB 36.71' 780.00' 2'48'OJ• 56955'OS'W 36.71' LOCATED EXCEPT AS SHOWN.
<br /> BEARING BASIS: Y,RL PRC POINT
<br /> OF REVERSE CURVATURE
<br /> PROPOSED ELEVATION PCP PERMANENT CONTROL POINT
<br /> BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT TYP TYPICAL C7 10.25' 11250' 513'11• 58555'28=W 10.25' 3. NOT VALID WITHOUT THE AUTHENTIC
<br /> 2,BLOCK 7,BEING NG6.41'O7'E PER PLAT. PROPOSED DRAINAGE FLOW CS CONCRETE SLAB ELECTRONIC SIGNATURE AND THE AUTHENTIC
<br /> A/C AIR CONDITIONER (P) PER PLAT CB 42tt' tt2.5D' z1z6'3e' s727533W 4,.86• A M I�FR 1 CA N ELECTRONIC SEAL OF A FLORIDA LICENSED
<br /> IFIELO DATE.-)
<br /> REVISED: s SIDEWALK � CALCULATED D9 42.11' 112.50' 2128'3W S51MV55-W 41.86' SURVEYOR AND MAPPER.
<br /> 0 B PLAT BDae S U FZV EYI N G DIgIaO dg dbylame W.
<br /> SCALE 7 30 FEET CONCRETE SQ. PACES CIO 4211' 71230' 2128'36' S29'4Y17'W 41.86' tj 0..
<br /> SO.FT. SQUARE FEET $&MAPPING INC. "" �:h DN ar'I"5Wymg&
<br /> GRAVEL F.EM.A FEOEAAL EMERGENCY MANAGEMENT AGENCY C11 138.90' 735.00' 1049'40' N861)3'OB•W 738.69' a.. -American svrveyinsa Mapving,
<br /> APPROVED BY: JB F.I.R.M. FLOOD INSURANCE RATE MAP CERTIFICATION OF AU71JORIZATION NUMBER 18�6393 bICOY=He•
<br /> HS HANDICAP SIGN NAVD NORTH AHEM AN VERTICAL DATUM C12 35.41' 735.00' 2'45'3B= 58954'S1=W 3541' 3191 MACUIRE BOULEVARD,SUITE 200 ',��g,'„"'O' eA.-- �'+eo_Iemanpasmwrvoraem FOR
<br /> 180901 LOT 7-5,BLOCK 7 ,,;✓ m.ou5 THE
<br /> WS WHEEL STOP CMJE DRAINAGE&UTILITY EASEMENT ORLANDO.FLORIDA 32803
<br /> JOB NO. SS STOP SIGN DE DRAINAGE EASEMENT(PUBLIC) C13 10149' 73500' 894'OY N84'40'17-W' 103.40' ) Da[r.TO19a93A 11:ad31-0e'00• FIRM
<br /> UE UTILITY EASEMENTDRawN Br. DSD-JMH DdNE DRAINAGE ACCESS EASEMENT - WWW.AMERICMISURVEYINGANOMAPPING.COM DATE
<br /> PLOT PLAN 09-20-19&AN NAMES W. BOLEMAN PSM�6485
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