Laserfiche WebLink
PUBLIC WORKS PERMIT COMMENTS <br /> 4. Cannecl side sev+er per City Standard J�G01. <br /> 5. Connect sidc sewer per City Slandard ti's fi01, 602. G01 <br /> G. Connect all rooftop dowrspouls lo Ih� side sewer. <br /> ���� Connecl rooflop downspouls lo lhe drainage system prov�dr,d (ur this lul <br /> �1 <br /> t3. Rooflop runoft must be discharged lo a roo(downspout infillralion syslem per Cdy of L=vmett Sturm <br /> Manual 3-2.G2. The approximato size trench is 3.5'wide, 2'deep and 25' long. See allachmont for <br /> more details. <br /> „/� The contractor musl meet with Ihe Public Works Inspeclor to discuss polenlial dralnage routing prior lo <br /> �` � bec�inning Iho pro�ect. <br /> 10. Install eroeion control measures as delermined l�y tho Public Works inspector, such as slit fence, strav� <br /> I�ales, swales, or erosion blankets. <br /> 11. Install erosion r,onirol measures per Cily of Everett Standards for small parcels <br /> 12. Rr.move erosion corlrol measures upon completion of the project prior to (innl opproval of Ihe pernnl. <br /> 13. All excavated m�3lr.�ial from foundation, sldewalk and driveways sl �II b�� h.iulr.d t�� :in npproved, <br /> permilled sile. No was�ing of material is allowed on ihis buildinq Int. <br /> ��� No dirl, mud, rocks or debris lo be trecked onto road�riy <br /> �',"�. ' No buildin�materia�s to be stacked on sidrnv:�i�s :uid tii�b�m:ilF.s to I��� F.eP� �:��'nn ;incl °P�m fur <br /> ped�sUian Iravel. <br /> 1r, Adjust water meter box 1"abwe sidewalk ni;:�i�� <br /> 1 i Remuve and replac�curb, c�utter and sidewalk as per City o( Gv�.rutt St,�ndni�I Pinn :!'s 3USA 8 3U(i on <br /> tlnn proposal's fronl�yQ�s directnd by the Public Works Inspec�or(i ��. a',I unused diivew.�ys and any <br /> I ,„I en or damac�ed area musl�e replaced). <br /> I � .!:�il a Type I concrele driveway per Cily o([verell Standard /t307 <br /> I:i Pave driveway from the (ront property line oul to the slreet pavirn�. <br /> ,10. Gonlacl iho _ Waler Dislrict for conneclinp pi�,v�si��ns fur this biiJding's t•+:�tcr nnd <br /> sewer services. <br /> � i. A catch basin as per Ciry Standard Plan q402 with a gas trop ��rr Stund,�r�l I�inn ;'�11n is ro��ulrr.d for tho <br /> p2rking area. <br /> .1 II a sewer pump syslem is to 6e instalied, Ihe pressure lino must discharge into a private manholc, Ihen <br /> yravity flow across Ihr pubiic riphi-of-way. <br /> i, urinkler system is required for Ihis building in compliance with ihe requirements of NFDA Standards <br /> I) <br />