|
i
<br /> PL'OT PLAIV SKETCH ONLY SEC. 04 , TWP. 26 S, RNG. 21 E. .
<br /> LOT 30, BLOCK 1 NOT A._BOUNDARY SURVEY BEARING BASIS: '
<br /> SILVEf2AD0 RANCH SUBDIVISION NORTH BOUNDARY OF SE� OF 05-26-27 BEJNG N 89'25'01" E
<br /> PHASES 2, 3 & 4
<br /> PASCO COUNTY FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> � • � MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> PRELIMINARY DRAWING: ON LOT AREA CALCUI..ATIONS nT�-E SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> EASEMENTS AND RESTRIC110NS OF RECORD.
<br /> THIS PLAN IS FOR PERMI'IZING PURPOSES LOT = 6392.97 SQ. Ff.
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY IJVING AREA = . 18,38 SQ. FT. rai UNDERGROUND FOOTER, STEM WALI, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUCTION. ENTRY = 32 SQ. FT. �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> GARAGE = 406 SQ. FT. SHOWN.
<br /> LEGEND: COVERED LANAI =_f1,A SQ. FT.
<br /> .1-�= PROPOSED DRAINAGE FLOW PAT10 , = 23 $Q, �, w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> (00.00) = PROPOSED GRADE CONC. DRIVE = 339 SQ. FT. ¢ NOTES TAKE PREFERENCE.
<br /> E-00.00 = EXISTING GRADE A/C & CONC PAD =�8 SQ. FT. � DESCRIPiION NOT CONTAINING PLAT BOOK AND
<br /> PRIVATE SIDEWALK = 72 SQ. FT. PAGE INDICATES THAT PLAT IS IN
<br /> IMPERVIOUS = 43 �
<br /> NOTIES: - 2�28 SQ �. PRELIMINARY STAGE AND IS SUBJECT TO
<br /> LOT GRADING TYPE = B 50D = 3665 SQ. FT. CHANGE AND/OR REVISION.
<br /> PROPOSED PAD ELEVAl10N = 99.9' CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SETBACK = 20' or 22' OFF LOT AREA CALCULATIONS ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SIDE SETHACK = 7.5' RIGHT OF WAY = 947.72 SQ. FT.
<br /> REAR SETBACK = 15' DRIVE APRON = 233 gq, F'�', STRUC7URE 11ES SHOWN HEREON DENOTES
<br /> PUBLJC SIOEWALK = 266 gQ, �, MEASUREMENT FROM FORM BOARDS/FOUNDAl10N
<br /> SOD =�� SQ. FT_ TO PROPERTY LINE.
<br /> TOTALS * = 10' Ul1LITY EASEMENT ,
<br /> AREA = 7340.69 SQ, FT, i
<br /> DRIVEWAY = 572 SQ. Fi.
<br /> SIDEWALK = 338 SQ. FT.
<br /> • SOD = 4114 SQ. FT.
<br /> I
<br /> TRACT H ;
<br /> DRAINAGE AREA
<br /> �99��J 5 89°03'02'� E 62.27' �9�^�, ��
<br /> —. _�
<br /> � �� �� ,
<br /> -� �. � �
<br /> •o M�
<br /> �M
<br /> � •� •
<br /> :�AI� Pano �
<br /> �i o:it'' ssa�-
<br /> 0 0
<br /> 0 0
<br /> ao'–o^
<br /> �`�990, PROPoseo �ti��
<br /> LOT 31 J� PLAN L°�9•
<br /> 7791 � LOT 29
<br /> BLOCK 1 � �� ELEV "B" � BLOCK 1
<br /> _ ou°i, GARAGE
<br /> oz RlGHT �
<br /> - LOT 30 �
<br /> N 6LOCK 1 7.83' �"
<br /> o .... O i
<br /> Z � �
<br /> 7.83'
<br /> ..3- j. . ��
<br /> � n,:: .•16.00'.._ �: .�
<br /> -vI.N �
<br /> 0 p.
<br /> � �ryN_V._��� _ :M �
<br /> Q � . •0I N: :N�� i
<br /> � 99? y. ' * � 6R', �
<br /> co `?J ' L90
<br /> op��.: - . °C89`c.; - � . - ..�
<br /> � �PC(P)� - _o I
<br /> rn o ` � o
<br /> N . O" 'p
<br /> M �
<br /> � DESCRIPYI0�11: .
<br /> � LOT 30, BLOCK 1, MAP � - -__
<br /> J oR PLAT ENTITLED STABLE WILK AVENUE PROF90SED:
<br /> m "SILVERADO RANCH • (�o'R/w) (rnacr �.) LOWEST FLOOR ELEVA710NS:
<br /> , SUBDIVISION PHASES 2, 3 LIVING AREA: 100.60'
<br /> M & 4", AS RECORDED IN GARAGE AREA: �
<br /> = PLAT BOOK 73, PF�GES 59 ELEVATIONS REFERENCED TO '
<br /> THROUGH 65, OF THE NORTH AMERICAN VERTICAL
<br /> al CURVE RADIUS ARC CHORD BEARING DELTA �
<br /> = PUBLIC RECORDS OF co sss.od iss.zs• iss.as� N erzs•is^ E 14'19�so�• DATUM OF 1988. MEAN SEA �
<br /> � PASCO COUNTY, FLORIDA. cae 665.00' 53.37' 53.36' N 89'03'02'� W 043555" LEVEL= OO,�� FT. �
<br /> � APPARENT FLaOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> 0
<br /> 0
<br /> � EGEND:
<br /> > (C)= CALCULATED DATA, (D)= DEED pATA, (M)= MEASURED DATA, (P)= PLAT DATA, g= CENTERUNE, A/C= AIR CONDI110NER, 8/C= BACK OF CURB, C/S= I
<br /> � CONCRE7E SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC= CONCRETE, COV.= COVERED, E/P= EDGE OF PAVEMENT, ESM�T= EASEMENT,
<br /> / F/C= FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED
<br /> � PIPE, LFE= LOWEST FLOOR ELEVAl10N, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, P6= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br /> Q REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL &DISK, TBM= TEMPORARY BENCHMARK,
<br /> � U P= U1ILITY POLE, W F= WOOD FENCE, R = RADIAL
<br /> a Drawn By. S uare Feet: 639^c.97 t
<br /> � JOHN R.B�ACH&ASSOCIATES,INC. SMS q LENNAR HOMES
<br /> w � SURVEYORS AND MAPPERS y,
<br /> � 911 WEST ST. PETERSBURG DRIVE Checked 8 .
<br /> in ONE OLDSMAR, FLORIDA 34677 JRB , _
<br /> y WAY (813) 854-1276 FAX (813) 855-8370 Scale: '
<br /> � ���_30' WL `� �
<br /> 0
<br /> ; NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 3 29 17 ACS � Z ��
<br /> 'v THE ORIGINAL RAISED SEAL OF A FLORIDA N BEACH DA7E
<br /> � LICENSED SURVEYOR AND MAPPER FLORIDA G. LAND SURVEYOR No. 2984 LB#4493
<br /> / Revisions; ,
<br /> �
<br />
|