HomeMy WebLinkAboutReponse to CommentsRESPONSE TO STAFF REVIEW COMMENTS NO. 1DATED111312008
Project: CASTLE ROCK PH 28 (FP) -08-00500244
ENGINEERING COMMENTS NO. 2
1. For roadway fill in existing drainage ditch areas please note Specs 302, 303, 305, 310, and 315.
Added Note 6 to Sheets 2 & 3 and Note 7 to Sheet 4.
2. Service connection to Manhole No . 1 shall be close to flow line or drop installed.
The flowline of the sewer service has been lowered closer to the f/owline of the
sewer line, and the service flowline is shown on the profile.
3. Verify flushing assembly is not needed on Waterline W-1 at 42" storm crossing. (Sheet 8)
A fire hydrant has been added near the low point.
ADDITIONAL REVISIONS
A plan and profile of Waterline W-8 has been added to Sheet 8.