My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2215 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import
>
Address Records
>
MERRILL CREEK PKY
>
2215
>
BASE FILE
>
2215 MERRILL CREEK PKY BASE FILE 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/16/2018 3:55:43 PM
Creation date
2/25/2017 10:12:59 PM
Metadata
Fields
Template:
Address Document
Street Name
MERRILL CREEK PKY
Street Number
2215
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
464
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
',.< <br /> d� <br /> ; <br /> 1.�Y+l:��^ � <br /> � N <br /> k <br /> � <br /> �'��� c . . � . <br /> '�i � ..,:'m"ES:NE,?sf?+axN,.+n.'• . . <br /> � N�� . .. ' , . . .;l.`_o.. . .. <br /> ��� 1 <br /> ��� I <br /> � � <br /> i ���Q <br /> �y 11 City oC Evcrett <br /> �" H� � August 11, 1989 � <br /> � ���„� Pagc Two <br /> u <br /> �y� by an ovcrflow spillway to be constructed at clevation 5851 between CB #6 and #Z Thc <br /> � maximum depth, which occurs at CB #6, will be 1.12 feet (13 inches); the bent, <br /> triangle-shaped arca oCthc R/D storage having a 6inch depth or greater e�ctends 7 fcct west <br /> paved24It ist u� oC he way#of trucks' dcek ns yovcments nthrougl,`and�casu Is raC�c `o � <br /> Th:: drainage and ponding design shown on the plans is the best solution [or siting the pro- i <br /> posed building within the constraints of this site. Altematively, collection piping will rcquirc <br /> - undergroun�R/D storage,which would require either pumping or construction of the requirecl <br /> biofilter (grassy swale) within the native growth protcction easement area. This was not <br /> i ,. ' ' considered practical. OC course, retention/dctcntion storage can bc modified,but it wi11 reducc <br /> stcrage volumcs and/or increasc site operalions and maintenancc problems due to Llat surfacc <br /> slopes and/or numewuc catch basins. Minimizing and simplifying operation and maintenance , <br /> . :,,� of this systcm was carefully considercd — as was the design's scnsitivity to excessive runoll <br /> �` conditions and systcm Cailure. <br /> r �f G, You noted that a Hydraulic Projcet Application permit would not be rcquircd bascd on my I <br /> ' ' earlier leucr with the WDOW. They changcd lhcir position: a HPA has bcen rcquired and i <br /> i��� a copy is enclosed with this package. <br /> � . ` <br /> 7. A cost cstimete on lhc City's form is cncloscd. ! <br /> g, Thc Architect will be providing you with the neccssary information rcgarding the fire water i <br /> ��` mcteddctector chcck. <br /> � <br /> IC you havc any furthcr commc.nts, plcasc call mc at 454-3250. � <br /> � ,� � � <br /> __ � <br /> ;j <br /> s����«�y, <br /> �, 1 WIISEY & HAM YACIFI INC• <br /> � � <br /> � o ! <br /> ' �I� F�cd ,6. Sclle, P.E I <br /> — - - FAS/jf/032(b811.LTR <br /> cc: John Moran, Kcnncth Long & Associatcs <br /> Gene Wright <br /> I <br /> v <br /> { Enclosure.e: Plan mark-ups <br /> Drainage calculatiom m�rk-ups <br /> Rcviscd plans (8-10-89) <br /> Rcviscd calculations (8-8 S. 9-89) <br /> Projcct Hydraulic Projcet Applicalion permit <br /> '� <br />
The URL can be used to link to this page
Your browser does not support the video tag.