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i'UBLIC WORKS PERMIT COMMENTS <br />d. Connecl side sewer per City Standard #601. <br />5. Connect side sevaer per Cily Standard #'s 601, 602, 604. <br />6. Connect all rooftop downspouts to ihe side sewer. <br />7. Connect rooftop downspouts to the drainage sys�em provided for this lot. <br />8. Rooftop runo(f must be discharged to a roof downspout in(illration system per City of Everett Storm <br />Manual 3-2.6.2. The approximale size trench is 3.5' wide, 2' deep and 25' long. See attachment for <br />more details. <br />� <br />10. <br />11. <br />12. <br />13. <br />14 <br />� <br />16 <br />17. <br />18. <br />19. <br />The contractor must meet with the Public W orks Inspector to discuss potential drainage routing prior to <br />beginniny Ihe project. <br />Install erosion control measures as determined by the Public Works insp�ctor, such as silt fence, straw <br />bales, s�vales, or erosion blankets. <br />Inslail erosion conlrol measures per City of Everett Standards for small parcels <br />Rr:move erosion control measures upon completion of the project prior to final approval of the permit. <br />All excavated maleriai from foundation, sidewalk and driveways shall be hauled to an approved, <br />pe;mitted site. No wasling of material is allowed on lhis building iot. <br />No diri, nr.id, rocks or deJris to be lracked onlo roadway. ' <br />No building malerials �� be slacked on sidewalks and sidewalks to be kept clean and open for <br />pedestrian Iravel. <br />Adjust water meter box 1" above sidewalk grade. <br />Remove and replace curb, gulter and sidewalk as per Cily of Everelt Standard Plan #'s 305A & 306 on <br />lhis proposal's frontage as directed by lhe Pubiic Works Inspeclor (i.e. all unused driveways and any <br />broken or damaged area must be replaced). <br />Inslall a Type I concrete driveway per City of Everelt Standard #307. <br />Pave driveway irom lhe iront property line out to lhe street paving. <br />20. Conlact lhe _ <br />sewer services. <br />21 <br />22. <br />Water District for connecting provisions for this buiiding's water and <br />A catch basin as per Ciry Slandard Plan �t402 with a gas lrap per Standard Plan #410 is required foi the <br />p2rking area. <br />If a sewer pump system is to be installed, llie pressure line must discharge into a private manhole, then <br />gravily flow across the public riglil-of-way. <br />23. A sprinkler syslem is required for tliis buiiding in compliance witli the requirements of NFDA Standards <br />13D. -}-� � � <<, <br />;��� ��G�-if'���j ��//+L%��10� �� ��� IJ�S��cr . � <br />, rr � ,) ' �F <br />�% `-�'i2�t% iNJ�'�Lov�nil�iJ7S i�i�cLudiniG ,Cu7[�D'� C3u11�r�t.� , c��� ;�d'�. <br />PYJCommenls �''� � Nf-CFSSr12 ;% �,ZA•,v A L-r� ���n ��' a vem k�`/7`S �9�N �" <br />� �' � f Fc/4,1� �- <br />` � /��9-s'-tL !.�-� �oiza%,;vr2�-t�,Z ,,�t/, � �� - <br />�,� y/;,,s ��z� f e�= ', f �� <br />�� - �NA,� c� /Z <br />,C.'}7�.Zs=N7`e �--fz.i� z5�- •fz8s� I,rJ�w , � , ,N <br />��J c'.� t�-k � r�l friz , . / // 1c <br />� � i �n�� '.[�i� G�Z�IL'NIS y i✓, I��Ni l�%;- ��:� �[���.J �1 � . �{z <br />/ZoA��L.L�� 7 Z <br />