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�L�,.1,P�� SKETCH ONLY SEC. 05 , TWP. 26 S, RNG. 21 E.
<br /> NOT A BOUNDARY SURVEY
<br /> LOT 6, BLOCK 4 � BEARING BASIS:
<br /> SILVERADO RANCH SUBDIVISION NORTH BOUNDARY OF SE� OF 05-26-21 BEING N 89'25'01" E
<br /> PHASES 2, 3 & 4
<br /> PASCO COUN�TY, FLORIDA. �T THIS SURVEY IS SUBJECT TO ANY FACTS THAT
<br /> j� MAY BE DISCLOSED BY A FULL AND ACCURATE
<br /> 11TLE SEARCH. ALSO SUBJECT TO SEIEACKS,
<br /> �PCP(P) EASEMENTS AND RESTRICTIONS OF RECORD.
<br /> r�oi UNDERGROUND FOOTER, STEM WALL, AND
<br /> � �� UNDERGROUND UTILITIES ARE NOT LOCATED OR
<br /> � SHOWN.
<br /> �o, w DO NOT SCALE THIS PRINT. DIMENSIONS AND
<br /> 6`�• �O ¢ NOTES TAKE PREFERENCE.
<br /> U
<br /> �6� O,(� � DESCRIP110N NOT CONTAINING PLAT BOOK AND�
<br /> �° `/�� PAGE INDICATES THAT PLAT IS IN
<br /> a�6 " V PREIIMINARY STAGE AND IS SUBJECT TO
<br /> � (�Q,�Gl/,(, CHANGE AND/OR REVISION.
<br /> PCP(P) `q�FS�`C ENGINEERING PTLANSH ROVIDEDRBY� CLIENT.ED ON
<br /> �/pp�NT r�qcTS� STRUCTURE T1ES SHOWN HEREON DENOTES
<br /> � <J �� MEASUREMENT FROM FORM BOARDS/FOUNDAl70N
<br /> �` TO PROPERTY LINE.
<br /> \ PRELIMIi�lARY DRAWLNG:
<br /> THIS PLAN IS FOR PERMITTING PURPOSES
<br /> �' ONLY, NOT FOR CONSTRUC110N. VERIFY
<br />' yS2s, - ALL DIMENSIONS BEFORE ANY CONSTRUCTION.
<br /> s 3.
<br /> 8������y _ - . °�a�' = LEGEND:
<br /> ;:'-,C17�}.� .;_ '....,'.,~': .1-�= PROPOSED DRAINAGE FLOW
<br /> ; ' oo" . (00.00) = PROPOSED GRADE
<br /> � * . ;'�,���� ' -,,,�o•�E-00.00 = EXISTING GRADE
<br /> ' �� _. - �4 ',S.F„.
<br /> G�• � -' :' �OO" iVOTES:
<br /> . .���>�y LOT GRADING TYPE = B
<br /> • -�. +' �� ' / .-.�v. -• :..'�^ '�-. . G '• ^ '� � PROPOSED PAD ELEVATION = 109.5'
<br /> . .; � -./ h.• �'.� ���r \- :: _
<br /> — �^. o�� �a � "`?! '�°-'-' �� ': -`�_' �,. ` FRONT SET BACK = 20'
<br /> � � '•�i. . . .;ry�.,. ,�'�.' ✓ \ SIDE SET BACK = 7.5'
<br /> �• . , ry'� REAR SETBACK = 15'
<br /> -- �,.,.zs.00:;..;.�,, I
<br /> i.so• � ON LOT AREA CALGULATiONS
<br /> � = 9729.57
<br /> 0
<br /> �.50' L T SQ. FT.
<br /> LIVING AREA = 2599 SQ. FT.
<br /> ENiRY = 36 SQ. �.
<br /> GARAGE = 586 SQ. �,
<br /> COVERED LANAI = 144 SQ. FT.
<br /> � PA110 =�A SQ. FT.
<br /> CONC. DRIVE = 826 SQ. FT.
<br /> PROPOSED PLpfd A/C & CONC PAD =�___SQ. FT.
<br />� 2600
<br /> I n o ELEV'B^ PRIVATE SIDEWALK = 40 SQ. FT.
<br /> a I GARAGE LEFT IMPERVIOUS = 44 y,'
<br /> � o� � — 4240 SQ. FT.
<br /> oi z LOT 6 SOD � 5490 gQ, �,
<br /> �'� BLOCK 4 �- �
<br /> OFF LOT AREA CALCULATIOI�LS �
<br /> ' o,' � RIGHT OF WAY = 1464.03 $Q, �.
<br /> BLOCK74 L°�� 50'-0" r�°9�y, LOT 5 pU8 CAS DEWALK = 543 SQ. FT.
<br /> w S 88'75'27'E �} BLOCK 4 _ ,
<br /> � SOD - 571 SQ. FT.
<br /> � ��50, L I �.so� `"� TOTALS
<br /> � AREA = 11193.60 SQ. F"r.
<br /> N A/C� • N DRIVEWAY = 1176 SQ. Ff.
<br /> � - • SIDEWALK = 583 SQ. FT.
<br /> � � ' SOD = 6061 SQ. FT.
<br /> � N:. �
<br /> ¢ z y: ' �
<br /> � W. .� •
<br /> vi o- •a
<br /> : rn 'v-
<br /> M ' m=
<br /> o �"1 a a'
<br /> o:
<br /> n z. - ■ = 10' U1ILITY EASEMENT
<br /> o - '
<br /> � � � PROPOSED:
<br /> � • LOWEST FLOOR ELEVATIONS:
<br /> 3 — LIVING AREA: 110.20'
<br /> � 50� N 88'35'27" .W 65.00' ��o GARAGE AREA:
<br /> ; �°� '•soJ ELEVATIONS REFERENCED TO
<br /> � DRAIN GE AREA NORTH AMERICAN VERTICAL
<br /> m DESCRIP`fIOfV: DATUM OF 1988. MEAN SEA
<br /> � LOT 6, BLOCK 4, MAP OR PLAT ENTITLED LEVEL= 00.00 FT.
<br /> �
<br /> ;' "SILVERADO RANCH SUBDIVISION PHASES 2,
<br /> a3 8L 4��, AS RECORDED IN PLAT BOOK 73, CURVE RADIUS ARC CHORD BEARING DELTA
<br /> = PAGES 59 THROUGH 65, OF THE PUBLIC c,�s 55.00' 12.95' t2.92' N 51'22'77" E is•zs•zs••
<br /> C774 25.00' 32.27' 30.08' N 8136'29" E 73'S7'49"
<br /> Z RECORDS OF PASCO COUNIY, FLORIDA. ci�s 337.00• ze.os• ze.os' S 63'47'45• E 04'46•n�
<br /> �
<br /> � APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL N0. 120230 0455 D EFFECTIVE DATE: 09/30/1992
<br /> 0
<br /> � LEGEND:
<br /> j (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA, �= CENTERLINE, A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S=
<br /> N CONCRETE 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, PB= 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= 7EMPORARY BENCHMARK,
<br /> � U P= UTILITY POLE, W F= WOOD FENCE, R = RADIAL
<br /> o Drawn By. Square Feet: 9729.57 t LENNAR HOMES I
<br /> a JOHN R.BEACH&ASSOCIATES,IiVC. � sMs
<br /> � SURVEYORS AND MAPPERS
<br /> � 911 WEST ST. PETERSBURG DRIVE Checked By.
<br /> in ONE OLDSMAR, FLORIDA 34677 JRB
<br /> � WAY (813) 854-1276 FAX (813) 855-8370 Scale:
<br /> c 1"=30' E=�f7'y"' '1� - !
<br /> 0
<br /> �� NOT VALID WITHOUT THE SIGNATURE AND Date: PLOT PLAN 6 8 17 ACS
<br /> 'v THE ORIGINAL RAISED SEAL OF A FLORIDA R. BEACH DATE
<br /> � IJCENSED SURVEYOR AND MAPPER FLORI EG. LAND SURVEYOR No. 2984 LB#4493
<br /> i Revisions:
<br /> �
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