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PUBLIC WORKS PERMIT COMMENTS <br /> -1. Connect side sewer per City Slandard #601. <br /> 5. Connect side sewer per Ciq� Standard#'s 601, G02, i;04. <br /> G. Connect all rooftop downspouls to the side sewer. <br /> �i Connect rooitop dovmspouts lo lhe drainage system provided for this lot. <br /> L. <br /> 8. Rooflop runoff inusl be discharyed to a roof downspoul infillration systein per City ef Everett Storm <br /> Manual 3-2.6.2. The approximate size lrench is 3.5' wide, 2'deep and 25' long. See attachment for <br /> more details. <br /> / 9. , The contraclor musl meet wilh the Public Works Inspec!or to discuss potenlial drainac�e rouling prior lo <br /> �� beginning lhe project. <br /> C �10 � Inslail erosion conlrol measures as delermined by the PuLlic 1'Ju�{cs i���sper.tor, such as silt (ence, sfra�•; <br /> —� bales, swales, or erosion F :kets. <br /> 11 Install erosion conlrol measures per City of Everelt Slandards for small parccis <br /> /1'L. ' Remove erasion control measures upon completion of the projecl prior�o final approval of lhe permil. <br /> 13. All excavated material (roin foundation, sidewalk and drivewa��s sh;�ll be P�auled to an approved. <br /> � permitled site. No wasling of material is allowed on lhis buildinq lot. <br /> 14� No dirt, mud, rocks or debris lo be l�acked onto road�voy. <br /> �' 15. � No building moterinls Iu I�e st�cked on slde�a�al��s ,�nd sidee;ali�:; to be kept clean and open (or <br /> -� pedestrian lra:�cl. <br /> 16. Adjust waler niotv� bo�: 1'� uhov�: si9ewni{� g�nde. <br /> !17 Removc ,id replace cwb, guller and sidawalk as per City of Everelt St.�ndard Plan ;='s 305A& 30u on <br /> – this proposal's fronlaae as direcled by lh�: Public Works Inspeclor (i.a all unused drivew�ys and any <br /> Ixoken ar damaged area must be replacod). <br /> 1 E Install a Type I concrete dnvex�ay ner Cily of Everetl Standard !;807. <br /> � 19. Pave driveway from lhe(ront prcperty line oul to Ihe street pavinq. <br /> l _ <br /> 20. Contacl lhe Water District for connecting provisions for this building's waler and <br /> sewer services. <br /> 21 A calch basin as per Cily Slandard Plan�t402 with a c�as trap per Standard Plan#410 is required for ihe <br /> parking area. <br /> 2'L. iF a sewer pump syslem is to be installec, rhe pressure line must discharge inlo a private manhole, then <br /> gravity flow across the public right-of-way. <br /> 73 iA sprink'er sys;e�n is ruquii���l (oi Ih�zs huiluing In contpliance ��;ith lhu requirements of NFDA Standards <br /> 1:;D <br /> -.., :�,��.o..�,. "�I <br /> �.i <br />