My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
6525 HARDESON RD BASE FILE 2016-01-01 MF Import
>
Address Records
>
HARDESON RD
>
6525
>
BASE FILE
>
6525 HARDESON RD BASE FILE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/12/2017 11:35:32 AM
Creation date
2/20/2017 10:57:56 PM
Metadata
Fields
Template:
Address Document
Street Name
HARDESON RD
Street Number
6525
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.
/
308
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
the site. Fire services must be designed based on the residual water pressure during a <br />pcak hour demand event in the summer. This pressure is approximately 95 PSI at <br />Hardeson Road. <br />Conclusions: Adequate water supply will be available to the new lots. <br />(ii) Ad�q �at w��r i�nosal: <br />Findines: The site has an existing public sewer main on the property frontage that can <br />serve this site. Sewer capaciry in the main on Hardeson Road and in Merrill Creek <br />Parkway is limited. Thc peak sewer discharge rate inro the public sewer system must <br />be less than or equal to 2.78 gpm per acre (4,000 gallons gross acre per day of <br />instantaneous peak flow). All connections must be made per City Standards. <br />oncl �cionc: Adequate se�vage disposal will be available to the new lots. <br />:�� �� � n 1 �. u� � a'i <br />FjpdipQS; Drainage improvements are required on this site per !he Srormwater Manual <br />and the Design and Construction Standards and Specifications. This includes on-site <br />detention and water yuality treatment facilities. A separate tract is proposed for the <br />stormwater facilities. Following on-site detention and water qualiry treatment, the <br />stormwater will be discharged to Merrill and Ring Creek. <br />Conclusions: Appropriate srorm drainage improvements will be provided on the site. <br />:�•� • . � .� <br />Findines: City standards require a fire hydrant to be located within ?00 feet of all <br />commercial structures. The Fire Marshal has approved the location of the hydrants <br />proposed on the site plans. <br />Cond�sions: Adequate fire hydrants will be provided on the sire. <br />s � �� • : � . :i �, •� . � i �- � ,� <br />Findines: The site will be developed per the approved site plan which provides <br />adequate access to the uses proposed on the site. A joint driveway access will be <br />provided between the King Extrusions lot and future development on the lot to the <br />south. Access easements will be provided between all lots, including the detention <br />tract. <br />Conclusions: The site plan provides adequate access for the proposed uses. Joint <br />access will be provided between the lots. <br />
The URL can be used to link to this page
Your browser does not support the video tag.