HomeMy WebLinkAboutCT 98-21; Seaview; Tentative Map (CT) (14)Memorandum
TO: Assistant Planner, Barbara Kennedy
FROM: Associate Engineer, Clyde Wickham
DATE: January 19,1999
RE: CT 98 - 21 / SDP 98 - 24 / HDP 98 - 23: SEA VIEW
Engineering Department staff has completed a review of the above-referenced project for
application completeness. The application and plans submitted for this proposed project are
from an Engineering standpoint considered complete. Additionally, staff has conducted a review
of the project for engineering issues of concern. Engineering issues which need to be resolved
or adequately addressed prior to staff making a determination on the proposed project are as
follows:
General:
• The proposed subdivision will be responsible to obtain easements required to serve this
project. The proposed 10' wide storm drain easement is insufficient for a public system. If
the street is public, and it drains into this system the system must be designed to public
standards, including width of easement.
• The width of lot 6 must be at least 33' unless a PUD is proposed.
• The City's sight distance corner cut-offs should be shown on lot 9.
Water:
• The proposed sewer and water services (clean-outs and meters) should be included on
sheet 1 as a typical condition. Meters and clean-outs should kept clear of driveways.
Please show the complete water system including Offsite looped or connecting systems.
Contact CMWD for design details and specifics.
Grading & Drainage:
• The proposed grading could be reduced if stepped pads were used for lots 1,2 & 3.
Using steps would reduce the 15' slope along the rear of this project and fit the existing
terrain a lot better. The existing terrain is gentle sloped to the west. It contrast, the
proposed slope will change the character and terrain considerably.
• The proposed typical drainage detail on sheet 1 applies to lots 1,2 & 3. The majority of
the lots drain to the street, contrary to the typical. Also the 5' minimum distance shown
in detail, from house to flow line should be maintained.
Attached is a red-lined check print of the proposed project for the applicants use in making
the requested revisions. This check print must be returned with the project revisions
to facilitate continued staff review.
If you or the applicant have any questions, please contact me at extension 4353.
CLYDE WICKHAM
Associate Engineer
Land Development Division
c: Bob Wojcik
Principal Civil Engineer, Land Development Division