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4 <br />15 <br />( <br />�7 <br />PUBLIC WORKS PERMIT COMNiENTS <br />Connect side sewer per City Standard #601. <br />Connect side sewer per City Standard #'s 601, 602, 604. <br />Connect all rooftop downspouls to the side sewer. <br />Connect rooftop downspouts to the drainage system provided for this lot. <br />8. Rooftop runoff must be discharged to a roof downspout infiltration system per City of Everett Storm <br />Manual 3-2.6.2. The approximate size trench is 3.5' wide, 2' deep and 25' long. See attachmenl for <br />more details. <br />9. The contractor musl meet wilh fhe Public Works Inspector to discuss potential drainage rouling prior to <br />beginning the project. <br />j 10.. <br />11. <br />12. <br />13. <br />I 14. <br />i 15. <br />( 1 G. <br />17. <br />1 f3. <br />19. <br />Install erosion control measures as determined by lhe Public Works inspector, such as silt (ence, straw <br />bales, swales, or erosion blankels. <br />Install erosion control measures per Cify of Everett Standards for small parcels <br />Remove erosion control measures upon completion of the project prior to (inal approval of lhe permit. <br />All excavated malerial from fourdation, sidewalk and driveways shall be hauled lo an approved, <br />permilted sile. No wasting of malerial is allowed on this building lot. j <br />,�. <br />No dirt, mud, rocks or debris to be lracked onto roadway. ���!'/ � A <br />� <br />No buildii:g malerials to be stacked on sidewalks and sidewalks to be kept clean and open for <br />pedesirian lreveL <br />Adjust water meter box 1" above sidewalk grade. <br />Remove and replace curb, gulter and sidewalk as per City of Everetl Slandard Plan #'s 305A & 306 on <br />lhis proposal's frontage as directed by lhe Public Works Inspector (i.e. all unused driveways and any <br />bruken or damaged area must be replaced). <br />Inslall a Type I concreta drivaway per City of Everetl Slandard tt307. <br />P2ve driveway irom the front properry line oul to the streel paving. <br />20 Contact the _ <br />sewer services. <br />21. <br />22. <br />23. <br />Water District for connecting provisions for this building's water and <br />A catch basin as per Ciry Standard Plan #402 wilh a gas trap per Standard Plan #410 is required for lhe <br />parking area. <br />If a sewer pump system is to be inslalled, the pressure line must discharge into a private manhole, then <br />c�ravity flow across ihe public right-of-way. <br />A sprinkler system is required for this building in compliance with the requirements of NFDA Standards <br />13D <br />PIS'Comments Z� <br />Z <br />