My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3400 RIVERFRONT BLVD BASE FILE 2020-07-15
>
Address Records
>
RIVERFRONT BLVD
>
3400
>
BASE FILE
>
3400 RIVERFRONT BLVD BASE FILE 2020-07-15
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/15/2020 10:07:54 AM
Creation date
7/15/2020 10:05:41 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Tenant Name
BASE FILE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
138
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
36'MAX.BETWEEN BIODEGRADABLE MATERIAL- GENERAL NOTES <br /> STAKES SEE STANDARD SPECIFICATION <br /> 9-14.5(4)(TYP.) BIODEGRADABLE MATERIAL- 1. Check Dams shall meet the requirements of Standard <br /> 2"x 2"x 24"UN-TREATED SPACE CHECK DAMS SO THAT SEE STANDARD SPECIFICATION Specifications 8-01.3(6)and 8-14.5(4). <br /> WOODEN STAKE(TYP.) ® POINTS"A"AND"B"ARE AT <br /> _ SPILLWAY THE SAME ELEVATION 9-14 6I'✓7(TYR) <br /> jl+{� 2. In channels,install the sloped ends of the Check Dam a <br /> w u—t=—l�l� / \ ,.----air; 8"MINIMUM DIAMETER minimum of 8"higher than the spillway to ensure water <br /> " r5/ (rn'•) flows over the'dam and not around it. <br /> 0 " \ I3 <br /> _' 6"MIN / ," °„ 6'MIN. A.v V-\v- <br /> y 0 Is a \``\�` \ �.- -��� i 3. Perform maintenance in accordance with Standard <br /> or FLOVtAJNE Specl®cation 8-01"3(15). <br /> 0 n 0 9 ;; -v,v,..-w <br /> 46 <br /> 4. Remove Check Dams in accordance with Standard <br /> 2 CHANNEL PROFILE-SECTION CI) Specification 8-01.3(16). <br /> Q <br /> TYPICAL CHANNEL SECTION BIODEGRADABLE CHECK DAM <br /> NOTE <br /> BIODEGRADABLE CHECK DAM 1. Biodegradable Check Dams may need additional or <br /> modified staking to prevent undercutting or scouring. <br /> 0 SPILLWAY SIDE PROTECTION <br /> "')111e.I VARIES—8" .e1 j 6. <br /> E �� MIN. ���itVL_ I <br /> � ,*'' /���l�,��jj'Jr�7�`�'r�'�® NON-BIODEGRADABLE CHECK DAM <br /> CHANNEL •~���ri*A.. .2.i,'' 6"MIN... NOTES _ <br /> EFFECTIVE DAM HEIGHT 1. for useNon-Br under Standard Specificatioradable Manufactured Checkall buns l <br /> R, VARIES BASED per manufacturers recommendations and shall perform in accord- <br /> ELEVATION ON FLOW <br /> w <br /> ance with Standard Specification 8-01.3(6). <br /> B EFFECTIVE HEIGHT 2. Rock Check Dams shall be placed outside of the clear zone or STATE OF <br /> VARIES BASED NON-BIODEGRADABLE MATERIAL- <br /> behind traffic tamer. �NjD[t(vj� V4 iSHINGTON <br /> ON FLOW <br /> SPILLWAY SEE STANDARD SPECIFICATION Vv j(�(V}�)VV r GISTEG <br /> F. 5-145(4 (fYP.) (..... LANDSCAPE ARCHITECT <br /> 3. To ensure adequate damming time, Rock Check Dams used as ��,3� <br /> 42 sediment control may need to be enhanced with plastic that � Q Sandra L.Salisbury <br /> 8 Pr <br /> 8"MIN.' \V �f SPACE CHECK DAMS SO THAT POINTS A"AND"B" meets the requirements of Standard Specification 9-14.5(3) SANDRA L SALISBURY <br /> iri'c ?k�' LICENSE NO.860f�` ''� ARE THE SAME ELEVATION or fabric that meets the geotexbte requirements of Standard <br /> E \�':�' Ij�j`J`� L SPILLWAY Specification 9-33.2(1),Table 6. DATE: June 6,2013 <br /> E' /\\%\�"'\��\��\\w\.�,1�•� `►o I I 7, RANanoTAeeaaear�ODOOJ <br /> B YEW a TANEIMTR YODOPUC TE T ORfON4LSION®.YTPEBPGY��fAND <br /> \,?\I�';AAFPAOY®weRMlcATm+srar�roNrxEArnExaswbrarsrAreOFrANr- <br /> \�\\°'''���'�\- /u.. '�V /ENIOFiMNBPGRrATTON.A COPY WYBEOINTAMOUPON LEST <br /> �.--..�,� SAA,A.. ��y' CHECK DAMS ON <br /> . 4:�� Wit, <br /> w \� \\%\\%l\%Q.- Wit' ,►� �I,� l ` FLOWIJNE <br /> \;\\`r,�\�* .- . -"AWA. CHANNELS <br /> \\.\\i\\\;\\ <br /> STANDARD PLAN 1-50.20-01 <br /> i.' EXTENDED SECTION { A ) SHEET I OF 1 SHEET <br /> \J APPROVED FOR PUBLICATION <br /> E <br /> Pasco Bakotfch III 6!10113 <br /> I <br /> STATE DESIGN ENGINEER DATE <br /> NON-BIODEGRADABLE CHECK DAM TE Washington Star.D.podu..nt of Transportation <br /> X <br /> A S. y <br /> n Q.� A ',<4, Drawing No. <br /> Eta Drown By: Dote SCALE <br /> RIVERFRONT COMMERCIAL LLC <br /> Perteet �t y BEAN 3-16-16 <br /> 425-252-77001 r aoasrs-9900 1 'rl Designed By. Horfz 60K CY FILL FROM SIMPSON <br /> .o N.JAIN <br /> Checked <br /> 3-16-16 NONE <br /> P cIST . Checked Vert Sheet No.o <br /> 2707 Colby Avenue,Suite 900 �'i,rs�OclsrERN�Q`' M.HOLM 9' 3-16-16 Project/Number <br /> 3 No. Dote Revfsfon By API. Everett,Washington 98201 NAI E 11/t� Approved HOLMES 3-16-16 20140045 DETAILS 4 5 <br />
The URL can be used to link to this page
Your browser does not support the video tag.