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Builder Acknowledgement Form Permit #2017-01341 / 1020 Mooney Lake Drive Builder Representative Name: 17-17-4e----- Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing 4A/4- activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. Biologs should be installed in swales after grading is complete to limit potential for erosion prior to establishment of vegetation. Erosion control blanket should be installed on all slopes of 3:1. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site.The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts.. No underground sewer within 20 feet of well. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations must be submitted and approved. In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey)a Temporary Certificate of Occupancy(TCO) may be necessary. A TCO requires a$10,000 escrow. Drainage and Utility Easements should be revised to adequately cover stormwater management facilities used to meet governmental requirements, including access to the outlet control device. The culvert indicated under the driveway to direct flow to the entrance rain garden should have a minimum 12" diameter to limit potential for clogging. The proposed contours on the west side of the entrance rain garden should be revised to ensure runoff does not bypass the facility. A minimum 12" depth in the swale should be provided leading to the rainridr- garden to limit potential for bypass. The proposed contours on the north size of the east rain garden should be revised to ensure runoff does not bypass the facility. The 995 contour should be indicated closer to the rain garden to eliminate potential for bypass. w:\street files\mooney lake drive\1020\builder acknowledgement form 2017-01341.docx