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9920 EVERGREEN WAY EVERETT AUTO PARTS 2016-01-01 MF Import
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9920 EVERGREEN WAY EVERETT AUTO PARTS 2016-01-01 MF Import
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Last modified
5/19/2017 10:00:49 AM
Creation date
2/10/2017 2:52:55 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
9920
Tenant Name
EVERETT AUTO PARTS
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l <br />,n' " , TO: <br />FROM: <br />DATE: � <br />SUBJECT: � <br />1 <br />� <br />1 MEMORI�NDUM <br />I <br />Paul McKee <br />Jane Zimmerman <br />Septembe: 6, 1991 <br />Evergreen Way Auto Shop Plan Revi.ew <br />I.have the following comments on the submitted p.lans; <br />���' � 1) �the existing drainage plan referenced on the sheet <br />"' ' submitted must be provided for review. The existing plan <br />,� must show the ponding elevations for the 2� year storm. The <br />new buildings finished floor elevation must be 12 inches <br />above the maximum ponding elevation. ' <br />�I , <br />�Y.• , �- 2) the submitted plans must show both existing and <br />� proposed contours of the site. <br />� 3) a baffle-type oil/water separator must be provided if a <br />� vegetated'swale.is nut feasible on the site. <br />��'/4) the oil/water separator should be sized an•i located to <br />"�'� serve the entire site (redevelopment standards). <br />'`' , 5) oalcu�ations must be submitted for the oil/water <br />ti;,�,I, I separator. The size of the structur.e must be determined <br />I using. the design criteria found in s=_ction 4.11 of the <br />` ' standard. <br />, �,,. 6), design details for the separator vault, in terms or its <br />i� '� dimensions, invert elevatio»s, type, and manufacturer must <br />�,:, ,, � be provided on the plans . <br />�,..r , ���.'' <br />"�� 7 overflow i in must be <br />�:,.`,:-�-- ') P P 4 provided for the vault per <br />,. �. <br />1� ,�{�'•, section 4.11 of the City�s standards and specifications. <br />Fa <br />�� r"��, � <br />'j ��.�,i`i»y��"'�",.8) the oil/water separator maintenance notes from section <br />:il ,�-.� 4.11.1 of the standards must be included on the plans. <br />"��,,' "� 9) invert elevations of new structures and any structures <br />• directly downstream'of new structures r..ust be provided. <br />� <br />� ; 10) catch basin type and size must be given for all new <br />catch basins. <br />� 11) pipe type and size must be given for all new storm <br />draiii. <br />�- 12) the reauired notes from section 4.4.2.1 of the <br />standards and specifications must be .incl�ided on the plans. <br />
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