25O - AGMT ENGINEERING SERVICES WELL 29 REHAB

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and provide concept drawings of the new building. This rendering will need approval by the City's Planning and Building Division. 3. Identify new Well 29 station improvements needed to improve operations, reliability, and safety. It is the City's assumption that this well will require rehabilitation and or redevelopment. Provide recommendations for well redevelopment and or rehabilitation and incorporate elements identified on the Alternative Analysis (Attachment -4) as appropriate. Note: this well site is not expected to have a permanent back-up power system on-site. 4. Prepare preliminary horizontal alignment and profile of water distribution main upgrades including all utility relocations, Optional - storm drain improvements for the drain to waste line during well startup procedures. 5. Prepare preliminary horizontal alignment and profile of well discharge piping system. 6. Identify site improvements that will be altered due to the construction and by adding a new well building tennis court relocations, drainage improvements, and other facility improvements. 7. Prepare the Storm Water Pollution Prevention Plan (SWPPP) and Best Management Practices (BMP's) Plan as applicable to this project. 8. Prepare a preliminary assessment to apply for ENVISION Sustainable Infrastructure (Bronze) 9. Prepare a preliminary estimate of probable cost. 10. Prepare the staging phase for construction including a traffic management plan and traffic control plans. 11. Outline the submittal and approval process of all required permits for the project. This includes estimated time frames for processing said permits. 12. Prepare required documents and assist in Environmental approvals. In the event that an Environmental Impact Report (LIR) is deemed necessary, the Consultant shall prepare all necessary documentation as required by CEQA. The Consultant shall include an initial study and mitigated negative declaration in their proposal fee. A fee for an EIR shall be an optional item in the event that an EIR is required. Upon receiving comments from the Project Manager, the Consultant shall incorporate all appropriate and agreed upon comments and submit the final Basis of Design Report. The final submittal of the Basis of Design Report shall include five (5) hard copies and one bound accordingly and one (1) electronic copy and shall be delivered to the Project Manager. Task 7. 60% Construction Document (PS&E) Submittal The Consultant shall prepare 60% design plans, specifications and estimate of probable costs (PS&E's) in accordance with the approved criteria as outlined in the Final Basis of Design as prepared in Task 10 above. The 60% completion documentation shall be prepared using current City Standards, other agency standards where applicable, and good engineering practice. The 60% completion documentation shall be submitted to the City for review. Other agencies' review may be required if noted in the Final Basis of Design Report. Two (2) hard copies of full size (36x24) plan sets, four (4) hard copies of half size (11x17) plan sets and one (1) electronic pdf copy of the 50% PS&E's to the Project Manager. All electronic CAD files must be in the MicroStation v8i format or compatible. The 60% PS&E submittal should include plans of all disciplines for the proposed storm drain improvements and for the pump station capacity improvements including all civil, mechanical, electrical, geotechnical, structural, and any other design required, overall outline of the City of Santa Ana RFP 16-110 Page AlA 250-16