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HomeMy WebLinkAboutL16041_170515_Alex Morganroth Engineers Surveyors Planners 620 7th Ave Kirkland, WA 98033-5565 Phone: (425) 827-3063 Fax: (425) 827-2423 Toll Free: (800) 962-1402 www.drstrong.com July 27, 2017 Project No. 16041 Alex Morganroth City of Renton 1055 South Grady Way Renton WA 98057 Re: “On Hold” Notice / Cedar at the Highlands, (LUA17-000189) Dear Mr. Morganroth, This letter is provided as response to the comments received dated March 10, 2017. Each item has been carefully reviewed and considered and the following is a summary of how each item was addressed. 1. The geotechnical report should include the measured infiltration rate and state if full and/or limited infiltration is an option for the project. This information should be used in addressing Core Requirement #9 regarding on-site BMP in the TIR. An infiltration evaluation study has been provided by the geotechnical engineer. It has been included with this submittal. 2. The water availability certificate should be provided for the project. The water availability certificate has been included with this submittal. 3. Provide a paved driveway from the cul-de-sac of the proposed street to the storm water vault in addition to the driveway to access to the gravel 162nd Street currently shown. The driveway access should be in tract not in an easement. Provide a minimum 20 feet wide public storm water easement for the 2 public storm water lines (bypass line and storm line to project storm vault). The storm line easement can be located in the tract for the driveway access to the storm vault. The layout has been revised and the access to the vault has been provided. 4. A flood problem flow control standard flow control facility, or a Level 3 downstream analysis with the project providing corrections for all the analysis identified downstream problems, is required to be provided for this project. This is required because t here is existing downstream flooding problem within the drainage basin tributary to the SE 144th Street storm system. The detention facility has been designed to flood problem flow control standards. The report has been updated. Alex Morganroth July 27, 2017 Page 2 of 2 Other Review Comments: 1. Per RMC 4-6-060, curb bulb out is required on the side of the internal street where on-street parking will be provided. The bulb out has been added to the on-street parking side. 2. The sewer main should be extended to the lot line of Lot 2. The sewer main has been extended to Lot 2. If you have any questions or concerns regarding the information, please do not hesitate to contact me. Sincerely yours, D. R. STRONG Consulting Engineers Inc. Yoshio L. Piediscalzi, P.E. Project Engineer YLP/heb R:\2016\0\16041\Correspondence\Letters\out\L16041_170515_Alex Morganroth.docx