24 - Laserfiche WebLink

Engineering 47.The project developer shall provide a bond to the City guaranteeing the installation of all common improvements and infrastructure improvements shown on the approved development plan or otherwise required as part of this development plan approval. The project developer shall provide an itemized cost estimate of said improvements, to be submitted with the bond, for the review and approval the Planning Director prior to issuance of building permits. The bond shall be returned to the project developer upon acceptance of said improvements by the City Engineer. 48.A sanitary sewer lateral with two-way cleanout (located at the back of the sidewalk or curb, whichever is applicable) shall be provided within the development unless otherwise approved by the City Engineer. 49.Approval of the storm drainage system, including the detail of the storm water retention basin, shall be subject to the review and approved by the City Engineer prior to the issuance of a building permit for the project. 50.A detailed grading and drainage plan prepared by a licensed Civil Ergineer including all supporting information and design criteria (including but not limited to any peer review comments), storm drain treatment calculations, hydromodification worksheets, etc., shall be submitted as part of the improvement plans 51.The proposed driveway approach shall be constructed per City's Standard Specifications. A detail of the driveway approach shall be shown on the plans submitted for issuance of building permits and shall be subject to the review and approval by the City Engineer and Director of Community Development prior to the issuance of building permits. 52.The design of the water supply and sanitary sewer systems shall be subject to the review and approval by the City Engineer. 53.The project developer shall install irrigated bioswales as shown on the PUD development plan. The swale shall drain to the bio-retention area located on Lot 4 and then be connected to the overflow swale to the creek when applicable permits from regulatory agencies are obtained. If the applicable permits cannot be secured, the size of the bio-retention areas shall be revised to accommodate the anticipated runoff. The swale shall have a subsurface cutoff wall and subdrain. The design details of the bioswale shall be shown on the subdivision improvement plans, shall be reviewed and approved by the project's Soils Engineer, and then shall be reviewed and approved by the Director of Community Development and City Engineer. 54.Storm drainage swales, bioswale, gutters, inlets, outfalls, and channels not within the area of a dedicated public street or public service easement approved by the