My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3703 RAILWAY AVE KIMBERLY CLARK 2018-01-01 MF Import
>
Address Records
>
RAILWAY AVE
>
3703
>
KIMBERLY CLARK
>
3703 RAILWAY AVE KIMBERLY CLARK 2018-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2019 7:45:11 AM
Creation date
2/13/2019 7:41:51 AM
Metadata
Fields
Template:
Address Document
Street Name
RAILWAY AVE
Street Number
3703
Tenant Name
KIMBERLY CLARK
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.
/
73
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
OS/29/02 10:17 FA.� <br />R',�TER DIS'TX2IBUTION <br />�ooz <br />Upon compledon of rhe installarion of the wacer syscem, �he original signed mylaz of the water plan must <br />be as-built by ttie developer/con�actor, certified as such by him and nuned in to the ciry. It is <br />recommended that an as-b iilt print be submitted for checldng by the ciry eqgineer prior to submitting the <br />originals. The water as-biiilt is to be submiaed within 14 days of the public water main becotning live. <br />The iastallarion of all watec mains and apputtenances shall be in accordance with the eonstrucrion plaas as <br />approved by the city eng'v�eer for the project. Any deviauon or ehanges aze to be approved by utilides <br />before tbe changes aze ina�rporated into the work. <br />All materials shall be new and undamaved. Unless othe.-wise approved by ihe engineer, che same <br />mamifacturcr of each item shall be used throsghout the work. Conuaccors shali fiunish a water tight plug <br />of the appropriate size which shall be installed in the end of the water main anyrime work is delayed or <br />stopped. <br />5-2 CONSTRUCTifON PLANS <br />A. Water plans [o be separate from others but should have water mains highlighted and iadica[e <br />locations o' other �itilides. <br />B. Plans must show �:asements wbere mains are on private property and all hydrants, meters, and <br />• other appurtenances must be within the easements which must be a minimum of 15 feet wide with <br />no other urilities within 5 feet of the a�ater main. <br />C. Easemenu must b_ executed at complerion of consnucdon and mains must be in the middie of <br />easemenc as muc'i as possible. Acerss to easements for maintenance must remain open. <br />Savctures, fences, and shrubs are not to be planted ou easemeaa. <br />D. Show elevaHons of' sewer maias, water ma�ns and srorm drains where they cross each other. <br />E. A mitum� of 10 feet horizonral cleuance shall be maintained between a water main, sewer <br />main and stotm driins whenever possible. • <br />F. All hydrancs when i�ralled must be'cwered by a burlap bag or other suitable covetmg unril <br />accepted by the ci�� and placed in service. <br />G. An AWWA appro�red back-flow prevendon 3evice is requirrd for all irrigation systems. <br />5-2.1 REQUIRED N��TES ON PLA,TiS <br />A. No co�ecdon to 'he existing mains will be allowed except by means of an approved backflow <br />preveniion device prior w satisfactory flushing, testing, disinfecdon, and receipt of satisfactory <br />bacteriological test results. <br />B. Taps on existing aains will be made by the ciry at the developer's expease. <br />C. All work and materials must conform to City of Everett Standatds. <br />D. The City of Everett Engineering Deparcment Construcuon Division must be notified at least 24 <br />hours pnor to commencing construcrion. <br />E. The owner or the uwner's authorized agent shall norify Udlities of a person who can be contacted <br />regazding problem� during consuuction on a 24 hour basis. <br />5-3 BACgFLO�'V I'REVENTION <br />To preveni conraminated cvater Crom the new main from entering the existing dis�'bution system, two <br />check valves or a double clieck valve assembly shall be used on tl�e line suyplying ffie waur. Two check <br />va�ves or a douhle check valve usembly is sufficient bac�kflow protection only for filling a� flushing of <br />che new main. During the hydrostatic pressure test, the temporary connecuon between the new main and <br />ct�e existing distnbution sy;tem shall be removed_ <br />stnNonrsDs c�z <br />Rev.'10/00 <br />
The URL can be used to link to this page
Your browser does not support the video tag.