Laserfiche WebLink
. <br /> _, <br /> ^ . <br /> ` ` Page 2 of 3 <br /> *. Sheet C-5: See redlines for water system. <br /> Redlines addressed. <br /> Sheet C-7: See redlines. Retaining vvaUs4ftorgreater need structural calculations. Turn in <br /> "~~~'' - �� 2 copies of structural calculations with your resubmittal. The retaining walls will be part of <br /> 4t, 30,0f$ the public works permit but will be routed for review by the City's Structural Reviewer. <br /> Contact the City's Structural Reviewer, James Bronder (435-257-7287 or <br /> ]BronderOevenettwa.gov) with any questions regarding requirements for calculations/wall <br /> details. <br /> Wall calculations will be provided under separate permit from the Civil Plans. <br /> Sheet C-9: See redlines for asphalt ramp transitions. <br /> i <br /> dkamps as noted. Also, �� <br /> the utvcab/net/ocation has been called out and a <br /> note added to adjust it to back of walk. It has not been survey located so we are unsure if <br /> it/scunentivfarenoughbacktoclearthe8' wa/k. The utilities in the far south ramp are <br /> only aiboxand power pole. Jboxwill beadjusted tograde ofthe ramp. <br /> Sheet C-10: See redlines for parking lot/garage. Update location of truncated domes for <br /> d <br /> pedestrian crossings. Update parking stall configuration to comply with code max nf1596 <br /> allowable compact stalls. <br /> Domes added and parking reconfigured for only 9 compact lls. includeghe <br /> Po eye'sde a shar d arkingagreement. efad�� tnM��it <br /> `to &�, ^ -- / v <br /> . The connents below were generated from this project's Stormwater Reviewer. If you <br /> j <br /> have any questions regarding these comments, please contact Erik Emerson with the City <br /> of Everett Surface Water Department (425-257-899SorEErneraongevarettwa.gov). <br /> 40 . Storm Drainage Report Comments: <br /> ��uw^�~~ . 8. Section 1, Figure 1 notes that the storage facility is for treatment only. The table should be <br /> WIC revised to note the ChamberMaxx system and list the storage volume. <br /> Tables updated. <br /> J2. Section 2 contains threshold determination flow charts as requested. However, the flow <br /> charts used are from the old (2010) City of Everetstormwater manual. Please replace • <br /> them with the flow charts from the 2014 Ecology manual as adopted by the City. <br /> 2014 flow chart added <br /> J3. The Figure "Basin area for Filterra ca|cu|ations" incornact|y lists the acreage for sidewalks <br /> and asphalt. The square footage values appear to be correct and the Filterra sizing <br /> appears to have been taken from the square footage values. Please check the conversion <br /> to acres and revise the summary table accordingly. <br /> Fixed table calculation for acreage. <br /> / <br /> `�4. The detention calculations result in an orifice size of 0.384 inches. However, City standards <br /> require a minimum orifice size 0.5". Please refer to SWMM Volume 3 Section 3.2.4 for <br /> rules for upsizing the orifice to the minimum diameter. <br /> Orifice upsized to meet min. . <br /> ' <br /> ' <br /> '.vo16\ 6153 ESF&Retaeverett\P& 2st review.doc <br />