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■ <br />SITEPLAN <br />ApplicaliOn,f <br />Received By bes Oni^, ISL <br />TEMPORARY EROSION CONTROL MEASURES (BMIM <br />w+6vsAha 1 Use abav woWes conloun otataat slops or slopes 3:1 w 0eaar. keyed Into ground n leen 3 <br />1p11P%US �1 <br />l21 Cw"trud a cant washout site aelseare to asidalbad entrance. Cimn as naadod and remove at and <br />a. raTNwBrt m prblea <br />ovAonoe <br />a- a ;; co.er 11l alodwaes and landacace mnarwl ane oer.h propanv will, arrow wattles m wild bags. Korn <br />b.Nnd silt few, awry awn wwo, body Haosudous maters and refuse man be kept in dosed <br />AiW w. JopgaaynrTb 4 mnminws cwt and covered and ulabe secondary mntri-w d, not directly on sell. <br />bleklEwKR_IANDEIE _ <br />.ECraE*7Lv floe RELP'Kdi 4 ` Use pes9raval tags. (or simlar product around drsln Inlaid located boN aeslto and In gu0or as o <br />»wac <br />wt tin, or detm:c. <br />W C:AV N. 5 Placa po.-ayolty vAM semndarY conhinmerd neer stab6tratl sda OnttallCe, behind the sub and <br />map, usBne?. W!IbT away fram g.d—. none 1111. INeb, and w r oodles. <br />abpuMa. is—f,yalfE ,a; Cover all aspmed sdl wlN straw muter and vtlo0er for ecuivalantl. <br />mvoi a�g i 7'' Existing vegetation should be Preserved as much as possible. Area of dhbubed wm&geW- should <br />War.GSFtyKMKnP+. <br />b@JIRD a <br />be revd,eta[ed u aomh as Pnrmcal. <br />o6Ba 8 PREVENT EQUIPMENT FLUID LEAKS ONTO GROUND BY PLACING DRIP PANS OR PLASTIC TARPS UNDER <br />EQUIPMENT. REPAIR EQUIPMENT AS NECESSARY. <br />(( 91 DEBRIS BOXES, WHEN NEEDED WILL BE PLACED OFF STREET IN FRONT OF NEW GARAGE IN REAR <br />L] <br />WILLIAM <br />CHAMBERS <br />& ASSOCIATES <br />DESIGN <br />ENGINEERING <br />CONSTRUCTION <br />MANAGEMENT <br />i 950 FUL70N AVE. SUITE 125 <br />Sacramento I Ca 1 9S82S <br />P 916.779.0691 <br />F 916.779.1116 <br />PROJECT: <br />HECTOR PEREZ <br />NEW RESIDENCE <br />10936 EAST <br />JAHANT ROAD, <br />ACAM PO, <br />CA 95220 <br />srtE <br />Pu <br />APPFi dm *._pA.2�, n 017 3 <br />Received By Y_ On 31111X: d REVISIONS: <br />II <br />I <br />NORTH: <br />^ SCALE: AS SHOWN <br />DRAWN BY: N.R. <br />DATE: FEB, 2021 <br />CHECKED BY: W.C. <br />JOB NUMBER: <br />SITE PLAN SHEETTTRE: <br />SCALE: 80'=1" <br />SITE NOTES <br />10 WELL IS EXISTING <br />ZQ NO GRADING REQUIRED <br />0 RUNOFF FROM THE NEW IMPROVEMENTS SHALL NOT <br />ADVERSELY AFFECT ADJACENT NEIGHBORS. <br />® THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION <br />SHALL BE SLOPED AWAY FROM BUILDING ATA SLOPE OF <br />NOT LESS THAN 6- (5 PERCENT SLOPE) IN THE FIRST 10 FEET <br />MEASURED PERPENDICULAR TO THE FACE OF THE WALL <br />IMPERVIOUS SURFACE WITHIN 10 FEET OF BUILDING SHALL <br />BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM <br />BUILDING. R401.3 <br />SITE PLAN <br />SHEET: <br />CZ.O <br />