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Mr. Michael Gaffron )anuary 31, 2007 - <br /> Ci.ty�fS�r�ii.o� ------ -------------__--�--------__.---- --� P_�g�2 <br /> • S1nit�►ry sewer anci watermlin plan ancl profile sheets shoulcl b� includecl in the <br /> final plans. <br /> They are indudecl in this submittal. <br /> • Engineered ret�ining wall clesign ancl cletaiis sl�oulcl be submillecl for i•eview ancl <br /> lpproval for ail walls over 4 feet in height or for tierecl wal Is that have less than two <br /> times fihe wall height in separation. <br /> These will be submittecl c►nder se��arate cover by Inte�sp��ce West. <br /> • The proposecl hyclrant between fihe two north builclings should be moved so ihat it is <br /> pei•penclicular to tfie clownstre�m pipe. <br /> This hych•ant has been moved to accommodat�e th�n�w parking lot layout. <br /> • Tlie pro�osecl 10.3% slope on the sanitary sewer is too steep. The slo��e slioulcl be <br /> reducecl to at least 5%. This may require an outsicle drop structure. <br /> The sa��itary sewei•h�s been revisec!accorclingly�ncl the profile is also inclucled. � <br /> • The proposecl entrance to the site from the future roacl shoulcl be clesigned to <br /> accommoclate future access from tlie west, as well as fi•om the east. Tlie current � <br /> � config�n-ltion woulcl req�iire a turn of almost 180 degrees for vehicles coming from the <br /> west, and is not feasible. <br /> The pro��osecl entrance and fuhire�ccess roacl have�een redesigned per cliscussions at the <br /> Planning Commission and at a meeting with Ntike Gaffron ancl Tom KeJlogg. <br /> • Tlie ��lans appear to show tliat several existing retlining walls tl�at are located on the <br /> neigliboring property to tl�e west will be removecl, ancl new retaining walls will be <br /> constructed in the same location. The 1�plicant shoulcl provicle proof of the ability to <br /> compfete this work off-site. <br /> This will be submii�tecl�mder separate cover by lnl�e�space Wesl�. <br /> • Tlie gracling ��lan cloes not properly iclentify the 1oc11 emergency overflow for the storm <br /> water CB-14; locatecl to the east of the soutli builcling. It ap�ear-s that wl�ile an elevalion of <br /> 1002.50 is iclentifiecl as the EOF, the actual EOF is tlie poinl just north of tl�e Ca witli an <br /> elevation of 1003.10. This is only 0.4' less ihan tlie builcling �levation. The gracling �lan <br /> should be revised such that the EOF is at least 1' lower thln lhe builcling elevltion. <br /> The EOF's have been revised t�o be 1'below the b��semenl�elevations. <br /> • Plans should be submitted to the Fire Marshall for review ancl a�prov�l. <br /> • Pei•email from Mike Gaffron the Fire Marsh111 will i�nake further comment once these plans <br /> ai•e submill�d, but preliminarily he mlde the comments: <br /> 1. Revisions to parking islancls need to be macl� to �ns�n•e wide enough turning <br /> access. � <br />