My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
333 SMITH ISLAND RD 2018-01-01 MF Import
>
Address Records
>
SMITH ISLAND RD
>
333
>
333 SMITH ISLAND RD 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/12/2019 10:50:13 AM
Creation date
3/9/2017 11:04:27 PM
Metadata
Fields
Template:
Address Document
Street Name
SMITH ISLAND RD
Street Number
333
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.
/
388
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 /> i L Storm �vater trcatment is reyuircd ���hen 5.000 syuam feet or morc of hydraulically-connected <br /> pa��ement is created and/or redcveluped by a project. Trcatment of storm water runoff from the <br /> hydraulically-connected pa��eroent must occur, per City standards, prior to discharge of the storm <br /> water !ron: the site or to a strcam, wetland, or unuereround intiltration s��stem. <br /> . If suit���le soils exist on the site, surface storm water intiltration systems (e.g.. pervious pavers or <br /> surface ponding areas and/or swales) may be used to avoid creatine hydraulically-connecred <br /> pavcment from a stonn watcr trcatmcnt standard. <br /> � Prom a storm ���ater treaunent standpoim, fur .i p�ved are:i to he considered hydraulically- <br /> disconnectcd. stonn �vater runoff from at lcast the G-month. ?d-hour storm must he (ully retained <br /> and/ur intilunred. <br /> The options for treaunent of runo(f from hydraulicaliy-connected pavement are: <br /> :i. an infiltration basin ���ith prctrcatment*. il'suitablc soils cxist on thc site <br /> b. a wct pond <br /> c. a constructcd �vcdand <br /> d. a stonn water technology that has received a GULD (General Use Level Desienation) from the <br /> \'�'ashington State Dcpartment uf LcoloeV for eidier basic or cnhanced trcatment, with pretrcatment* <br /> * acceptable prcircatment systems are either a wet ��ault or tank designed in accordance �vith Ciry <br /> standards :md cantainine 30`70 of the G-month. 24-hour storm as dead storagc, or a pretreatment <br /> systcm ihat has oh�aincd a GULD for preirutmcnt from ihe �Vashineton State Dcnarunent oi <br /> I:colog)'. <br /> 12. All storm ���ater Ihcilities su.:�l he designed in accordance with City standards and/or design policies, <br /> and should hc designed and initially consuucted io nuet thc reyuiremcnts of all pl;inned future <br /> cxpansion on thc ,itc. If thc sturm waler faciliti�s arc not Jcsigned and constructed initially for all <br /> phascs uf 1he project, ihc runufl'control rcyuirements for future phases uf �he project shall he those <br /> standards in cffcct at thc time ul application for cach building ncrmit. <br /> Ii. ;\n NPDLS (�.uional Pollusmt Dischm•ge Blimination Systanl permit. administered h�� VVashington <br /> Suue's Ucpartrocnt u( Gcology, ���ill hc rryuired for cicaring and grading activities on this site if die <br /> sitc area �istunc�d hy land :iitrration acti��itics is grcatcr ihan or cyual to onc acrc. <br /> PIIiG DGPAR7'�ILN1' — Klaus J:mssen (�425)257-3125 <br /> I . :lcces:; - Thr Intcrnatiunal Pirc Code reyuires that :ill new structures shall provide Fire Department <br /> access roads io within 150 Ieet ol' ali portions oP Ihe grounJ iloor. Fire Department access roads <br /> (1=ire Lancs) shall pravide a minimum of 20 fcet in ���idth of unobstructed, paved driving surface <br /> �cith a minimum dcan c�ight ol 13'G". Insidc turn rudii must bc 35 PceL Slopc approach and <br /> dep:u•ture angles must not esceed 10 degrees. Fire lane grade must not exceed 15 percent. <br /> I�irc lanc constructiou must comply �cilh AAS[I'PO H30 load c�pucih�. Firc Lanes will bc <br /> posted and tnaintainrd as rcyuired hy thc Pire Department. <br /> , � <br /> �\� <br />
The URL can be used to link to this page
Your browser does not support the video tag.