MARCH 21, 2005SHAWNEE PLANNING COMMISSION MINUTESPAGE 26
Department indicating one (1) primary sign color, and up to two (2) additional accent colors.
One (1) monument sign is allowed on each lot in Perimeter Park, although no monument is proposed on the site plan. Any proposed monument sign shall not exceed seven (7) feet in height, and the sign face shall not exceed 50 square feet. All signage shall conform to requirements of SMC 5.64 and permits shall be obtained prior to installation of any signage on the site or exterior of the buildings.
The applicant is not proposing any solid board screen fences in conjunction with the project. Therefore, no exterior storage of equipment or materials will be allowed on the site.
Small, residential-style AC units will be located on the ground adjacent to the rear wall of the building. Each unit location shall be screened with a 4’6” solid fence enclosure. This enclosure will also protect the units from vehicles using the loading and delivery area.
13.The storm drainage improvements required for this development shall be designed in accordance with Division 4600, Storm Drainage, of the Shawnee Manual of Technical Specifications and Design Criteria. The enclosed and open components of the drainage system must be designed to convey the stormwater runoff from a 4 percent (25-year return period) design storm. The overflow components designed to convey the runoff from a 1 percent (100-year return period) design storm.
The applicant has submitted a preliminary storm drainage study with the site plan showing a conceptual drainage system, a drainage area map, and a drainage table summarizing the hydrologic and hydraulic analysis for the development site and all upstream tributaries. The preliminary study is substantially complete and adequate for the purposes of reviewing the site plan although the following design issues and any additional issues discovered during the review of the site development plans must be resolved prior to the issuance of a building permit.
Drainage point 12 should be moved closer to the driveway approach or the drive aisles graded in a matter to reduce the area draining directly to the street.
The applicant needs to submit calculations to verify that the proposed runoff coefficient of 0.65 accurately reflects the correct amount of impervious area on Lot 2.
The storm sewers downstream of drainage points 11, 12, and 13 must be identified as private lines.
The applicant is responsible for submitting a final storm drainage plan as an integral part of the site development plans to be submitted for a building permit.