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T NT&AascohateS, |nc On -Call Water Resources Engineering Services Notes & Typical Project Details Typica|Section Sheets will 6eprepared for each bid set (a total maximum of five sheets —2for Bid Set land 3for Bid Set 2).The Typical Section sheets will include typica|details for each street segment and a water line trenching detail. In addition, details for typical water lateral service conoections/ex1aodons, undercrossing, valves and other appurtenances may be included on this sheet. Additional sheets may be included based on the plan development and project needs. If requested by the City, a summary list of bid quantities per Bid Set will be provided on this Sheet. Special details required for construction of connections will be included on separate Connection Detail sheets. Additionally, notes on connection requirements will be included on the Connection Detail sheets. Phasing requirements for the construction of the water main will be included on the water main replacement plans in order to ensure continuous service to the properties affected by the project (and/oronthe traffic control plans, as appropriate). Water Main Replacement Plan & Profile Water main replacement plan & profile sheets will beprepared for the entire project limits with a I^=2yhorizontal and a1"=2'or4'vertical scale. Roadway stationing will bedepicted along the roadway centerline with water improvement stationing being depicted along the proposed water main for all proposed improvements. Location ofwork items will becalled out based enroadway u/ water main stationing, as applicable. Existing roadway, striping, private property, and surface features will bedepicted onthe plans along with callouts for owner, size, and type of all substructure utilities for which records were obtained. The profile will include anexisting ground profiles ofthe approximate roadway surface and apipe network projection of all proposed water main improvements including valves, crossings, and any additional water features. Proposed grades and location ofthe existing sewer main improvement will also be depicted on the water main plans for reference during construction and toensure conflicts are avoided. Locations of existing sewer laterals, if known based on information provided to Tait, will be identified in the plans. Dry Utilities will be identified by notes based on information may available byUtility providers. Water Main Connection & Abandonment Details Connection and abandonment details (as applies) will beprovided for all interconnect or major water main connections along the proposed project limits. Details will be prepared in 1"=I0'sca|e depending on the level of complexity for the location. A maximum of one detail per segment is assumed except for Segment 23, 42, 49 and 59. Segment 23 is assumed to have three connections details and Segments 42'4Band 59are assumed tohave two connections each. The following submittals are anticipated as part of this project: / GO%[S&E | Tu|r Page 15 %`—''—