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SKETCH ONLY TWp_ 26 S, RNG. 2� E.
<br /> PLOT PLRIV SEC. 05
<br /> NOT A BOUNDARY SURVEY
<br /> LOT 11, BLOCK 3 � BEARING BASIS: ` -�
<br /> SILVERADO RANCH SUBDIVISION ` -
<br /> PHASES 2, 3 8C 4- NORTH BOUNDARY OF SE� OF 05-26-21 BEING N 89'25'O7" E '
<br /> PASCO COUNTY, FLORIDA. �T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> j� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> T1TLE SEARCH. ALSO SUBJECT TO SETBACKS,
<br /> PRELIId11NARY`DRAWII�iG: EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> THIS PLAN IS FOR PERMITIING PURPOSES o
<br /> ONLY, NOT FOR CONSTRUCTION. VERIFY � UNDERGROUND FOOTER, STEM WALL, AND
<br /> ALL DIMENSIONS BEFORE ANY CONSTRUC110N. II UNDERGROUND U1ILITIES ARE NOT LOCATED OR
<br /> SHOWN.
<br /> LEGEIdD: w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> f-�= PROPOSED DRAINAGE FLOW J NOTES TAKE PREFERENCE.
<br /> (00.00) = PROPOSED GRADE c¢i
<br /> E-00.00 = EXISIING GRADE � DESCRIPTION NOT CONTAINING PLAT BOOK AND
<br /> PAGE INDICATES THAT PLAT IS IN
<br /> PRELIMINARY STAGE AND IS SUBJECT TO
<br /> NOTES: CHANGE AND/OR REVISION.
<br /> LOT GRADING TYPE = A
<br /> PROPOSED PAD ELEVATION = 110.1� CERTAIN DATA SHOWN HEREON BASED ON
<br /> FRONT SET BACK = 2a' ENGINEERING PLANS PROVIDED BY CLIENT.
<br /> SI�E SET BACK = 7.5' STRUCTURE TIES SHOWN HEREON DENOTES
<br /> REAR SEIBACK = 15' \ � MEASUREMENT FROM FORM BOARDS/FOUNDAiION
<br /> LOT 2 TO PROPERTY LINE.
<br /> \ � BLOCK 3
<br /> oo * = 10' UTILITY EASEMENT
<br /> ✓
<br /> _ S: 7g0S9�2�� E 6p �d� ON LOT AREA CALCULATIONS
<br /> 53� `o°j' LOT = 9853.88 Sq, F'7',
<br /> � : . - - LIVING AREA = 1713 Sp, F7'.
<br /> .i� •M EN1RY 35 _SQ. Fj.
<br /> �`� =�v GARAGE 606 _gQ, �,
<br /> �' o^,, COVERED LANAI 294 SQ. �.
<br /> - N= PA110 = N,A--SQ. FT.
<br /> 'o0 420 ' CONC. ORIVE = 1132 gq. F7',
<br /> �o.z,,;.' n � A/C & CONC PAD = 24 SQ. �.
<br /> PRIVATE SIDEWA�It = 3 SQ. FT.
<br /> � � ��•38� IMPERVIOUS = 39 _y,
<br /> /�' S�5'34'27"E = 3807 $Q. FT.
<br /> LOT 10 ^ v 5o'_p� SOD = 6047 SQ. FT.
<br /> BLOCK 3 ^ Q PR�P�SED
<br /> p�AN OFF.LOT AF�EA CALCULATIONS
<br /> <c/ E� �11 00
<br /> GqRq��A' � RIGHT OF WAY = 1951.68 gq, �,
<br />, � W LOT »EFr DRIVE APRON = 233 _gq, F'�',
<br /> PUBLIC SIDEWALK = 531 gQ, F"(',
<br /> � �� BLOC/� 3 SOD = 1188 SQ. �'.
<br /> � N��
<br /> ^ O� �
<br /> c�, LOT 12
<br /> Z t7.s2' " BLOCK 3 TOTALS
<br /> _ _ • c0 AREA = 11805.56 gq, F'7',
<br /> ' DRIVEWAY = 1365 _gQ, �,
<br /> � . ' `r SIOEWALK = 534 SQ. FT.
<br /> .�: :;,�;,;. 'ry � � SOD = 7235 SQ. FT.
<br /> � . �� . .. �
<br /> - .?3.2g, �... .
<br /> , �
<br /> \ /' ���M �' '
<br /> � \•f-' • 'M
<br /> �;;.� 'm �a 66�823 . '� , •. '�
<br />� ✓ 33 � :p . :' : . .
<br /> o �
<br /> <r�
<br /> � `N � �. �:T6 pp•_'� .
<br /> � _�.
<br /> �p .... * � • �66, l• . ..
<br /> : •C's3 • . ..- , `o — .�:C'154.- y -og
<br /> \ �o
<br /> � � . , �
<br /> ¢ \ _ . ,. .. `� c�
<br /> `�' pCP��
<br /> oi �
<br /> v �m J
<br /> o --' ��r
<br /> " P�DE HWN EEL STREET
<br /> \
<br /> �o (R/W VARIES) (TRqCT L)
<br /> �
<br /> 3
<br /> v
<br /> � DESCRIPT'IO�i:
<br /> Y LOT 1 1, BLOCK 3, MAP OR PLAT ENTITLED "SILVERADO PROPOs�'IED:
<br /> m RANCH SUBDIVISION PHASES 2, 3 & 4", AS RECORDED IN LOWEST FLOOR ELEVATIONS:
<br /> � PLAT BOOK 73, PAGES 059 THROUGH 065, OF THE PUBLIC LIVING AREA: 110.80'
<br /> ;' RECORDS OF PASCO COUNTY, FLORIDA. GARAGE AREA:
<br /> N ELEVATIONS REFERENCED TO
<br /> _
<br /> a CURVE RADIUS ARC CHORD BEARINC DELTA NORTH AMERICAN VERTICAL
<br /> = cis3 2n.00' �os.ot' �oa.ss' N 7931'sz^ w zi•as'is° DATUM OF 1988. MEAN SEA
<br /> Z ctsa v�.ao' �s.si� 73.69' s arsa'os'• w is7��is" LEVEL= 00.00 FT.
<br /> �
<br /> i
<br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> 0
<br /> � LEGEND: .
<br /> > (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, r�= CENTERLINE, A/C= 'AIR CONDI110NER, B/C= BACK OF CURB, C/S=
<br /> � CONCRETE SLAB, CH= CHORD,'CH6= 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, FlP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL 8t DISK, FPP= FOUND PINCHED
<br /> � PIPE, LFE= LOWEST FLOOR ELEVA770N, MAS.= MASONRY, OR= OFFICIAL RECORD BOOK, P6= PLAT BOOK, PCP= PERtv1ANENT CONTROL POINT, PRM= PERMANENT
<br /> a REFERENCE MONUMENT, R/W= RIGHT OF WAY, R= RADIUS, SIR=SET 1/2" IRON ROD & CAP No. 4493, SN&D= SET NAIL & DISK, 1BM= TEMPORARY BENCHMARK, �
<br /> � U P= UTILITY POLE, W F= WOOD FENCE, R = RADIAL
<br /> � JOHN R.BEACH&ASSOCIAT�S�IH�IC. Drawn By. SMS Square Feet: 9853.88 t LENNAR HOMES
<br /> w + SURVEYORS AND MAPPERS -
<br /> > e 911 WEST ST. PETERSBURG DRIVE Checked By.
<br /> v� ONE OLDSMAR, FLORIDA 34677 JRB
<br /> � WAY (813) 854-1276 FAX (813) 855-8370 Scale: �
<br /> N 1"=30'
<br /> c �
<br /> o �
<br /> •; NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 6 8 17 ACS
<br /> 'v THE ORIGINAL RAISED SEAL OF A FLORIDA JOHN BEACH DATE
<br /> � LICENSED SURVEYOR AND MAPPER FLORIDA G. LAND SURVEYOR No. 2984 LB#4493
<br /> / Revisions:
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