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SITE PLAN <br /> Application # PV--2-!-W�M <br /> Received BY On — _-L, _L­l, <br /> - -- -- ---- - - - -- SEE page A 1.2 & N = 0 <br /> WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors and home owner builders shall verify and be responsible for dimensions and conditions of the project. Fineline Drafting services must be notified of any variation from the dimensions,conditions and specification appearing on this plan. co W <br /> - - -- --- --- --- -------- -- -- ---- --- -- --- AG 1 for Building Code co o <br /> VICINITY MAP N requirements C) m <br /> iF ISa <br /> o CUCU <br /> (D <br /> C <br /> Jatiarrt RE Jahant Rd <br /> d E Jaharn Rd E Jahant Rd ^, Z Q <br /> a z W �7 <br /> z N <br /> I OWNER/CONTRACTOR NOTE: C F <br /> g a . Q <br /> 10283 E Brittany Ln, ALL OF THE VERIFYING PLUS 1 LL p <br /> Acampo,CA 95220 v <br /> MINUS DIMENSIONS ON THE <br /> 332.0 1' PL a,�tnnY,.n PLANS ARE TO BE DISCUSSED <br /> — — WITH THE DESIGNER OR <br /> ENGINEER BEFORE THE <br /> CONSTRUCTION BY THE , <br /> CONTRACTOR AND OWNER. <br /> I I z <br /> STAMP <br /> adtlm,y Ln O„FJ%NG SNC <br /> i line <br /> II I'--------------------------------------------------------------------------------------------------------�----1 * co e * <br /> ♦♦ I I p-2424� <br /> / I i LIFORN� <br /> / I 1 <br /> / 1 1 <br /> loop <br /> DRAINAGE SLOPE DOWN <br /> TO STREET, TYP. <br /> i 1 <br /> ♦/ 1 1 <br /> PROPOSED THE GROUND IMMEDIATELY ADJAGENT TO THE I z <br /> ♦ FOUNDATION SHALL BE SLOPED AWAY FROM <br /> STRUCTURE ; Q <br /> j 6 <br /> I BUILDING AT A SLOPE OF NOT LESS THAN " <br /> /♦/ I } (5% SLOPE) IN THE FIRST 40FT MEASURED I J <br /> PERPENDICULAR TO THE FACE OF THE WALL. <br /> lop <br /> > ._. —I IMPERVIOUS SURFACES WITHIN 10 FT OF ( Q. <br /> / I I BUILDING SHALL BE SLOPED A MINIMUM OF 2% I I <br /> ♦/ / Q v AWAY FROM BUILDING. W <br /> ♦♦/ j AC PAD j <br /> 10'-016-9' <br /> s /♦ 1 1 W <br /> U)"=.- .— - <br /> /ELECTRICAL so,_o 1 <br /> i♦ I j I PANEL <br /> 4OXC® <br /> o - <br /> 1 <br /> I1 <br /> SHOP 1 <br /> Z <br /> ♦ I �: i � o <br /> ♦ I I 1 I . . � .. . . I 1 N <br /> N} <br /> ♦ 1 ILO� <br /> .5 . • <br /> Z <br /> 1 i IFIRE <br /> __ _ I ~ <br /> TURNA OUND _ 50,_2:: N T � v <br /> DRIVEWAY <br /> fIr--- I I I w W a <br /> 1 DRAINAGE SLOPE DOWN 1 I 1 <br /> 1 TO 57REET,TYP. I I - I Z M ( <br /> ' T Hco <br /> I i `DRIVEWAY. _ I N `() <br /> 1 - I o <br /> PROPOSED THE GROUND IMMEDIATELY ADJACENT TO THE ( I ' '' , <br /> 145'9".".:: .... — — <br /> " ` STRUCTURE FOUNDATION SHALL BE SLOPED AWAY FROM I _ .:,• O W r— <br /> ••••"'' BUILDING AT A SLOPE OF NOT LE55 THAN 6" <br /> (5%SLOPE)IN THE PIRST 4OFT MEASURED Q <br /> ;�;: •i'i PERPENDICULAR TO THE FAZE OF THE WA . 1 I .,....": :...-'.. I Z <br /> LL <br /> IMPERVIOUS 5URFAGE5 WITHIN 10 FT OF <br /> BUILDIN&SHALL BE SLOPED A MINIMM OF <br /> 1 AWAY FROM BUILDING. I I I W <br /> AG PAD 1 BF� i 1 I LN I <br /> - i I N �E� ELEr TRIOAL <br /> ! t ELEGT'RIGAL <br /> PANEL - <br /> 1 � P - 1 552.0 FL <br /> FIRE 1 1 N <br /> TE PL <br /> SIAN <br /> 1 TURNAROUNDCn <br /> 1 "'DRIVEWAY. <br /> SCALE 1"=20' I o <br /> L----------------------------------------------------------------------------------------------------���� <br /> o u o <br /> CO <br /> 1 TANS LN (E) ELEC.TRIGALo <br /> 1 ___ r, <br /> 1 — — — — — POLE — I —_--_ ---- 0 -5 <br /> 1 532.0-7' PL 1 PROJECT <br /> 22-027 <br /> DATE <br /> L-------------------------------------------------------- ---_ 04/11/2022 <br /> SCALE 1"=40' DESIGNis <br /> Sheet <br /> A2 <br />