HomeMy WebLinkAboutPIP 97-04; Cornerstone Corporate Centre; Planned Industrial Permit (PIP) (3)September 3, 1997
TO: CHRISTER WESTMAN, ASSOCIATE PLANNER
FROM: Associate Engineer Quon
COMPLETENESS REVIEW AND INITIAL ISSUES STATEMENT
CORNERSTONE CORPORATE CENTRE, PIP 97-04/PUD 97-1O/HDP 97-07
The Engineering Department has completed its review of the subject project for application
completeness. The application and plans submitted for this project are incomplete and
unsuitable for further engineering review due to the following missing or incomplete items:
1. Bearing and distance of property line along Palomar Airport Road.
2. Typical street cross section for Palomar Oaks Way and Palomar Airport Road.
3. Width and location of all existing or proposed public and private easements. Please
provide a table that identifies each easement and numbered to correspond with those in
the preliminary title report. The table should include the date, file number, and future
disposition of each easement.
In addition, the Engineering Department made a preliminary review of the project for
Engineering issues. Engineering issues which need to be resolved or adequately addressed
prior to conditioning of the project are as follows:
1. The ADT (Average Daily Traffic) calculations are incorrect. ADT should be provided for
each lot based on 20 trips per 1,000 sf. Please see the redlined plans for additional
details.
2. The proposed locations for the trash and mechanical enclosures for Buildings C and D
block vehicular sight distance for vehicles circulating in these areas.
3. A minimum clear distance of 5', for vehicles to back out, is required when adjacent
parking stalls are located perpendicular or at an angle of 90° or less to each other.
We also suggest that the parking stalls proposed to be located on the outside of a curve
be laid out in a more efficient manner to obtain additional parking stalls.
4. The plans must include and identify measures to treat surface runoff onsite prior to
entering the public storm drain system.
This issue is related to the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit, which requires a project to provide best
management practices to reduce surface pollutants to an acceptable level prior to
discharge. Other commercial and industrial projects have utilized methods such as
directing runoff from paved areas towards a landscaped swale prior to reaching the
storm drain; or installing an onsite drainage basin specially designed to remove
pollutants.
5. Please note that if there are no truck loading docks associated with this project, then the
minimum truck turning radius that is required to be accommodated onsite is 42', rather
than 60'.
Attached is a redlined check print set of the project. Please forward this plan set to the
applicant for corrections and changes as noted. The applicant must return this plan set with the
corrected plans to assist us in our continued review. If you have questions regarding any of the
comments above, please contact me at extension 4380.
KENNETH W. WON
Associate Engineer
C: City Engineer
Bob Wojcik, Principal Civil Engineer