My WebLink
|
Help
|
About
|
Sign Out
Home
Search
2004-137 Council Resolution
LinoLakes
>
City Council
>
City Council Resolutions
>
2004
>
2004-137 Council Resolution
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/7/2014 1:10:37 PM
Creation date
11/7/2014 12:57:57 PM
Metadata
Fields
Template:
City Council
Council Document Type
Master List Resolution
Meeting Date
09/17/2004
Council Meeting Type
Regular
Resolution #
04-137
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
25
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
Pheasant Hills Preserve 12th Addition Page 4 September 17, 2004 <br />City of Lino Lakes, Minnesota <br />Watermain <br />The following comments, specific to watermain are provided as follows: <br />1. Standard watermain details of the City of Lino Lakes shall be provided, including the following: <br />Hydrants Waterous Pacer WB -67; Valves - Mueller A2370 -20 or equal; Corp Stop Mueller H- <br />15000;- Curb Stop and Curb Box - Mueller- H-15 -154 Marge -2 Oraseal and Mueller H -1300 w/lvlpis. <br />Top. DIP pipe shall be Class 52. <br />2. The Developer shall provide to the City of Lino Lakes a copy of the completed Minnesota <br />Department of Health (MDH) Permit for watermain installation. <br />3. All watermain shall be tested, disinfected approved per the requirements of the City of Engineers <br />Association of Minnesota Standard Specifications and Minnesota Department of Health prior to <br />acceptance by the City. <br />4. With regards to the number and location of hydrants and valves, the plans shall be subject to the <br />review of the City Fire Cluef.- As_previoualy. mentioned, _th development -wi-11 be served from along <br />dead end (6 -inch diameter) watermain (Ruffed Grouse Road), and the pressure adequacy at the end of <br />the main is being ve ified. <br />Sanitary Sewer <br />1. The Developer shall provide to the City of Lino Lakes a copy of the completed MPCA Sanitary <br />Sewer Permit, including correspondence and approval of Metropolitan Council Environmental <br />Services (MCES). <br />2. The Utility Plans shall include notes providing for erosion and sedimentation control. The Developer <br />must provide a televised inspection of all sanitary sewer pipes upon completion of installation. Any <br />required cleaning of sediment from the sewer pipes after construction shall be the responsibility of <br />the Developer. <br />3. All sanitary sewers shall be tested and approved per the requirements of the City of Engineers <br />Association of Minnesota Standard Specifications prior to acceptance by the City. <br />4. All sanitary sewer services shall be PVC Schedule 40 or SDR 26. <br />5. The proposed lift station requires some additional information for review, including the following: <br />pump and motor specifications, gate valve specs, wet and dry well elevations and sizes, inlet and <br />force main pipe elevations, etc. If the lift station is intended to be owned and/or maintained by the <br />City of Lino Lakes, the station must meet all City requirements and shall be subject to the review and <br />approval of the City Utilities Superintendent. <br />
The URL can be used to link to this page
Your browser does not support the video tag.