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bld20130323 _Echelbarger-1.pdf City of Edmonds TH 121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221 Website: www.ci.edmonds.wa.us PUBLIC WORKS DEPARTMENT Engineering Division Plan Review Corrections Plan Check : Date: # BLD20130321 April 22, 2013 th Project Name/Address: Echelbarger New Single Family Residence 18129 86 PL W Contact Person/Address/Fax: Tod todd@echelbarger.com Reviewer: JoAnne ZulaufDivision:Engineering During review of the subject submittal, it was found that the following information, corrections, or clarifications would need to be addressed. All Handouts and Standard Details referred to in these comments can be accessed at our website: www.edmondswa.gov : Please Note: Building Handouts do not include updated Engineering Division Requirements. Refer to Engineering Handouts for all Engineering Requirements. Site Plan: 1. The plot or site plan needs to show the location of all the utilities (ie water line, sewer line, etc.) from the property line to the house and the detention system location and connection to the house but does not need to include the details (length, size, etc.). 2. Show final grades on this plan. 3. Please note the location of the nearest fire hydrant on plan and note the distance between the property line and the hydrant. 4. Notes #2 and #3 indicate XX sf, please change to 0 sf or remove notes. 5. Note the proposed driveway material. Please note that the area from the edge of road to the property line shall be asphalt. 6. Call out the width of the driveway at the property line. Please note that driveway approaches are limited to a max of 24’ for a two car garage. 7. Rockeries are not shown on this plan. Rockeries shall be located a minimum distance back from the property line equal to the wall height. Storm/Utility 1. Note length and material of sewer pipe. 2. It appears that a lateral connection will be made to the sewer main in the road. Please call out pipe size, material, and approximate slope. Sewer laterals are generally 6”. 3. Are footing drains required for this project? If so, please show where they will discharge. Footing drains can not be connected to the detention system. 4. Call out size of side sewer clean outs ( 4” at house and 6” at property line). Note that 6” clean out at property line shall have a 12” Cast Iron Locking Lid with ½” Hex Bolts. DATE FAXED/E-MAILED 4/22/2013 PAGE _1__ OF _2_ 5. In the Notes section on this sheet #6 does not appear to be consistent with the drawings. Please revise. 6. In the impervious surface calculation box, line 6 refers only to the regulated area and therefore should be the same as the total regulated amount on line 4. Please revise. Erosion/Grading 1. It is preferred that vegetation outside of the active construction area remain to provide natural erosion/sediment control. If it is possible, please note that “MU” area as a “No disturbance area”. 2. Rockeries shall be located a minimum distance back from the property line equal to the rockery wall height. Please call out distance from property line to proposed rockeries. Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please contact me at 425-771-0220 if you have specific questions regarding these plan corrections. DATE FAXED/E-MAILED 4/22/2013 PAGE _2__ OF _2_