01-09-2002 - St. Gerards Parking Lot ExpansionST. GERARDS PARKING LOT EXPANSION
TRC MEETING 01/09/02
IN ATTENDANCE:
Tracy Barlow, Fire Chief
Darren Lear, Chief Planner
Harry Wild, P.E. for applicant
Hans Wolfer, P.E., City Engineer
Pat Drosten, Planning Technician
Planning Department
• Per the letter dated September 12, 2001, the driveways crossing the culvert must be
at least 14' in width. The driveways shall also be hard compact shell and capable
of supporting the weight of emergency vehicles (approximately 40,500 pounds of
gross vehicle road weight). These requirements must be addressed on the site plan.
There is 18 inches of compact sheet, which meets FDOT load requirements. Will show on
plan.
• Indicate the overflow - parking layout on the site plan.
Will show on plan.
• Driveways shall be clearly marked "Entrance Only" and "Exit Only" and shown as
such on the revised site plan.
Will show on plan.
• The site plan must show the destination of the proposed stormwater runoff.
Will show on plan.
Building Department
• No comments on this plan.
Environmental Services
• The size and type of culvert is not identified on the plans. The culvert needs to be
sized correctly and, with the culverts being driven over. I would recommend them
to be concrete pipes.
Pipes are existing corrugated metal. Will show on plan.
Fire Department
• It appears the one -way entrance into the parking lot does not meet the minimum 20
feet width as required by NFPA 1, section 3 -5.2.
Revised comments stating that it appears this project meets the requirements of all
applicable codes and standards.
Legal Department
• No comments
City Engineer
• Plan must show size and material of new culverts, and the length of each.
Culverts are existing, pipes are corrugated metal. Will show on plan.
• Drainage computations must be submitted for the design of the culverts.
Specs were provided.
• Specifications required on the retaining wall:
• Length of wall
• Top elevation of wall
• Number of log bolts and length
• Spacing of posts.
Will show on plan.
• If no endwalls are noted, then a cross - section of the culverts must be shown with
slope of bank.
Will show on plan.
Written response to these comments are required with submittal of seven (7) sets of revised
Site Plans.
While every effort is made to assure that projects reviewed by this office comply with all
applicable codes and standards, we do not certify or guarantee that they do. It is the
responsibility of the applicant to assure compliance with all applicable codes and standards
prior to the project being issued a certificate of occupancy