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<br /> SKETCH ONLY 05 , TWP. 26 S, RNG. 21 E.
<br /> PL,OT PLAN NOT A BOUNDARY SURVEY SEC.
<br /> LOT 26, BLOCK 1 BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE� OF 05-26-21 BEING N 89'25'01" E
<br /> PHASES 2, 3 8C 4 THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> PASCO COUNTY, FLORIDA. � MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> 71TLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> ON LOTAREA CALCULATIO[VS EASEMENTS AND RESTRICl10NS OF RECORD.
<br /> LOT = 8971•�� SQ• �• roi UNDERGROUND FOOTER, S1EM WALL, AND
<br /> LIVING AREA = 780 SQ. FT. �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> ENTRY = 38 SQ. FT. SHOWN.
<br /> GARAGE _ '�3 SQ. FT. �
<br /> COVEREp LANAI =�A SQ. FT. w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> PAT10 = N�A SQ. FT. ¢ NOTES TAKE PREFERENCE.
<br /> CONC. DRIVE = 332 SQ. FT. �
<br /> A/C & CONC PAD = 9 SQ. FT. DESCRIPl10N NOT CONTAINING PLAT BOOK AND
<br /> PRIVATE SIDEWALK = 33 SQ. FT. PAGE INDICATES THAT PLAT IS IN
<br /> IMPERVIOUS = �8 � PREIJMINARY STAGE AND IS SUBJECT TO
<br /> = 1635 gQ_ �'. CHANGE AND/OR REVISION.
<br /> SOD = 7337 SQ. FT. CERTAIN DATA SHOWN HEREON BASED ON
<br /> OFF LOT RREA CALCLDLATIONS ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> RIGHT OF WAY = 704.80 SQ. FT. STRUCTURE TIES SHOWN HEREON DENOTES
<br /> DRIVE APRON = 234 SQ. �. MEASUREMENT FROM FORM BOARDS/FOUNDATION
<br /> PUBLIC SIDEWALK� = 21 SQ. FT. TO PROPERTY LINE.
<br /> SOD = 260 SQ. Ff.
<br /> � } = 10' UTILITY EASEMENT
<br /> TOTALS �• � *' = 10' DRAINAGE EASEMENT
<br /> AREA = 9676.50 SQ. FT. �- .�i S
<br /> DRIVEWAY = 566 SQ. FT. 6�`J�. 7RACT H
<br /> SIDEWALK = 2`� SQ. FT. 32 4�¢'� F DRAINAGE AREA
<br /> SOD = 7597 SQ. FT.
<br /> PRELIMINARY DRAWING: � S
<br /> THIS PIAN IS FOR PERMITTING PURPOSES S9`)
<br /> ONLY, NOT FOR CONS7RUCTlON. VERIFY " A3;OS,,
<br /> ALL DIMENSIONS BEFOR� ANY CONSTRUC'fION. . F
<br /> LEGEND; o '
<br /> _�.-= PROPOSED DRAINAGE FLOW �
<br /> (00.00) = PROPOSED GRADE LOT 27 =a " s
<br /> E-00.00 = EXISIING GRADE BLOCK 1 ^ • • ��
<br /> m . Aj Rb'-
<br /> o' ' � SS��-.
<br /> GJ \ ?C,js:•• O �ry F
<br /> ��C
<br /> O /
<br /> 0 3�\309 /� (98.tp)
<br /> ^ � c. A� O+e . /
<br /> � o�o O A p�SF / �
<br /> Z ='���4 C�(�,�B�N � ' � \
<br /> cqR cey � /
<br /> I 1383, CO���T� �s.✓/ •\
<br /> 6. e�OC 26 � - ��j�'�
<br /> ,��� '•.:. ' �� / �* - 1�
<br /> � ��?��h`°� :.-���,,;. /� -(9a.�oj
<br /> ` , �� �4: ��' 6�0•.' � V
<br /> � '-�;'�:•yo : / �
<br /> �" :�: , _ '�'�,'�r.;•ryo- `.��'-���� ��6.�'�
<br /> :� tC8=' ry�..� • �� LOT 25
<br /> �� �o J- � � BLOCK 1
<br /> PCp "�o� �. .
<br /> P�� Z ,,f.
<br /> (97.93')
<br /> � S� 'y�Fr -
<br /> a � O
<br /> 'r �Q , o� -
<br /> o q�"�� `�.-�\ NOTES:
<br /> � ��'iq�" V '[��/\ ROP SEDIN AD ELEVATION = 98.9'
<br /> s cT��F �� " FRONT SET BACK = 20'
<br /> n �;\ SIDE SET BACK = 7.5'
<br /> � - REAR SETHACK = 15'
<br /> N .
<br /> orn
<br /> � DESCRIPTION: PROPOSED:
<br /> � LOT 26, BLOCK 7, MAP OR PIAT ENTITLED "SILVERADO LOWEST FLOOR ELEVATIONS:
<br /> Y RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN LIVING AREA: 99.60'
<br /> m PLAT BOOK 73, PAGES 59 THROUGH 65, OF THE PUBLJC GARAGE AREA:
<br /> "� RECORDS OF PASCO COUNTY, FLORIDA. ELEVATIONS REFERENCED Td
<br /> �, NORTH AMERICAN VERl1CAL
<br /> c�+ CURVE RADIUS ARC CHORD BEARING DELTA DATUM OF 1988_ MEAN SEA
<br /> � C81 85.00' 43.79' 43.37' N 56'20'OS' W 2931'13• LEVEL= 00.00 FT.
<br /> � C82 85.00' 3.77� 3.16' N 72'09'41"W 02'08�01"
<br /> 2
<br /> U
<br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY P'ANEL N0. 120230 0455 D , EFFECTIVE DATE:' 09/30/1992
<br /> o LEGEND:
<br /> � (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, g= CENTERLINE, A/� AIR CONDI710NER, B/C= BACK OF CURB, C/S=
<br /> j CONCREfE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LJNK FENCE, CONC= CONCRETE, COV.= COVERm, E/P= EDGE OF PAVEMENT, ESM'T= EASEMENT,
<br /> � F/C= FENCE CORNER, FCM= FOUND CONCRE�E MONUMENT, FlP= FOUND IRON PIPE, FlR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED
<br /> /PIPE, LFE= LOWEST FLOOR ELEVAl10N, MAS_= MASONRY, OR= OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM= PERMANENT
<br /> o REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, T9M= TEMPORARY BENCHMARK, II
<br /> � U P= Ul1LITY POLE, W F= WOOD FENCE. R = RADIAL i
<br /> JOHN R.BEACH&ASSOCIATES,INC. Drawn By. SMS Square Feet gg71J0 t LENNAR NOMES I
<br /> o SURVEYORS AND MAPPERS Checked By.
<br /> > � 911 WE5T ST. PE7ERSBURG DRIVE �Rg li
<br /> in ONE OLDSMAR, FLORIDA 34677 -
<br /> N WAY (613) 854-1276 FAX (873) 855-8370 Scale: ��=30'
<br /> ` � �2.(����
<br /> �`-�" NOT VAL1D WITHOUT THE SIGNATURE AND Date: PLOT PLAN 12 27 16 ACS �
<br /> 'v THE ORIGINAL RAISED SEAL OF A F�ORIDA JO . BEACH DATE
<br /> � LJCENSED SURVEYOR AND MAPPER ORID REG. LAND SURVEYOR No. 2984 LB#4493
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<br /> / Revisions:
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