HomeMy WebLinkAboutPIP 89-05; Andrex; Planned Industrial Permit (PIP) (5)April 5, 1990
Steve Welsh
Andrex Development Company
20101 Hamilton Avenue Suite 3000
Torrance, CA 90502
SUBJECT: PIP 89-5
Staff has completed its review of your submittal of March 13, 1990. Attached is a list
of Planning and Engineering issues which must be addressed in your next resubmittal.
Please note this project has an extension for 90 days from February 15, 1990. This
project must be approved or denied by then. Please call me with any questions regarding
this project.
Sincerely,
ERIC MUNOZ h
Assistant Planner
C: Chris DeCerbo
Jim Murray
Erin Letsch
Data Entry
ENM:lh
pip895.ltr
2075 Las Palmas Drive - Carlsbad, California 92009-4859 - (619) 438-1 161
Steve Welsh
April 5, 1990
Pane 2
Planninn - Issues:
1. AU walls, fences and retaining walls may not exceed six feet in height in
combination within rear yard setbacks. The proposed retaining wall varies in
height from 2 to 13 feet.
2. Compact spaces cannot share an aisle with standard spaces as shown on the
grading plan.
3. With respect to the landscaped island in the southeast comer of the site; the
landscape, grading and site plans are not consistent with each other.
4. Specify what kind of plants will be located in the planters of the outdoor employee
eating area.
Ennineering Issues:
1. Give the existing invert elevation for the existing storm drain catch basin and the
proposed invert elevation for your proposed driveway channel drain.
2. Show your proposed 59 foot elevation contour line.
3. Your site plan and your conceptual grading plan show different information. The
site plan shows (in the southeast comer) a landscaped island area at the end of
your parking stalls. The conceptual grading plan shown a smaller landscaped strip
and a reauired vehicular turnaround. Please change site plan to agree with the
grading plan.
4. Check and change the proposed flow-line elevation for your proposed type "F"
catch basin where it will discharge onto your parking lot. Also call out the catch
basin as a "modified" type "F", as it will need to accept water not only from the
existing concrete drainage ditch from the property above to the south, but also
the drainage behind your proposed retaining wall.
5. Also attached is a redlined No. 4 check print of the site plan. This plan should
be given to the applicant for corrections and changes as noted. Please return the
redlined print with the corrected site plan to assist us in our continued review.