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20061298-20061299 Belanich duplexes_3_.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 DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering Plan Review Corrections # bld20061298 & bld20061299 August 3, 2007 Application : Date: th Belanich / 7510 & 7512 210 St SW Project Name/Address: Jordan Kostelyk / e-mail: jordyk@earthlink.net Contact Person/Address/Fax: Reviewer: Jeanie McConnellDivision:Engineering During review of the subject submittal it was found that the following information, corrections, or clarifications will need to be addressed: GENERAL 1.ok 2.ok 3.ok 4. – Traffic control plan was submitted, thank you. Please revise the traffic control plan to include road 8/3/07 construction ahead signage, flagger signage and placement of flaggers. This will be required during the paving operation. 5.ok 6.ok 7.ok 8. – A couple of standard details were not provided with this plan set. Details noted to be missing were 8/3/07 those shown on sheets C-2 & C-4. 9.– Please submit a performance bond for all right-of-way improvements in the amount of $29,541.55. 8/3/07 Bond forms can be obtained from Theresa Umbaugh, Permit Coordinator. SHEET C-1 – DEMO & ESC PLAN 1.ok 2.ok 3.ok 4.ok 5.ok 1 of 2 DATE E-MAILED 8/3/07 PAGE SHEET C-2 – STREET PLAN 1.ok 2.ok 3.ok 4.ok 5.ok 6.ok 7.ok 8.8/3/07 – The driveway is proposed to be constructed with an inverted crown as shown on the last couple civil plan submittals. I just noticed that the cross slope on each “side” of the driveway well exceeds our standard of 2% and is shown to be between 1.3% - 4.5%. Please revise to be consistent with City standards. My apologies for not noticing this in the last go around. 9.ok 10.ok 11.ok 12.ok 13.ok 14.ok 15.ok SHEET C-3 – GRADING AND DRAINAGE PLAN 1.ok 2.ok 3.ok 4. – Lowest footing elevation has been shown to be at 426.50 for the west building and 426.00 for the 8/3/07 east building. These elevations are approximately 1’ to 2’ lower than existing site topography grades. On June 25, 2007 the City received copy of a geotech investigation for site and foundation improvements for this property from HWA. This report indicates foundation excavation will be at least 4 feet deep or greater. Please revise the grading calculations to be consistent with the results of this report. SHEET C-4 – WATER AND SEWER SERVICE PLAN ok S1 – Site Plan ok Please resubmit 3 copies of the revised plans/documents to a Development Services Coordinator. Please contact me at 425-771-0220 or by e-mail at mcconnell@ci.edmonds.wa.us if you have specific questions regarding these plan corrections. 2 of 2 DATE E-MAILED 8/3/07 PAGE