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12 cabinets. Street lighting plans will be prepared on 40-scale sheets; we estimated three (3) street lighting plans for this segment. Segment V – Hacienda Drive to Stoneridge Drive Fehr & Peers will provide Plans, Specifications and Cost Estimates for traffic signal improvements in Segment V at the following intersections: • Stoneridge Drive/West Las Positas Boulevard • Street Lighting about 3,100 feet Traffic signal plans will be prepared on 20-scale sheets; we estimated four (4) traffic signal plans will be needed for this segment. These traffic signal plans will show the locations of poles, equipment, and cabinets. Street lighting plans will be prepared on 40-scale sheets; we estimated four (4) street lighting plans for this segment. Submittal and Design Coordination The traffic signal and street lighting PS&E for each segment identified above will be submitted at the 65%, 95%, 100% (pre-final), and Final (Bid Set) design levels and will be reviewed by the City of Pleasanton. Comments will be addressed and incorporated into subsequent submittals. An engineers estimate and specifications will be provided at 65%, 95%, 100%, and Bid Set design levels. This scope assumes we will receive one set of consolidated comments from the City at each review level. Task 6.6. Draft and Final Storm Water Management Plan Mark Thomas will prepare a Storm Water Control Plan in accordance with the City of Pleasanton Stormwater Permit requirements including a Storm Water Control Plan Checklist, Storm Water Requirements Checklist, Storm Water Management Plan (SMP), and Clean Bay Blueprint. The project is anticipated to require Provision C.3 Numerically Sized Treatment Requirements to size C.3 planters for reconstructed roadway pavement areas. C.3 planters are not required for bicycle and pedestrian facilities built within the existing paved roadway as they will direct stormwater runoff to adjacent vegetated areas. As such, preparation of sizing worksheets, special project worksheets, hydromodification calculations and flow duration controls are not included in this scope of services. A water pollution control plan showing the types and locations for BMPs during construction and permanent erosion control measures, including slope restorations measures, will be included in the final project plans. Task 6.7. Draft and Final SWPPP Mark Thomas’ Qualified Storm Water Pollution Prevention Plan (SWPPP) Developer (QSD) will prepare a design phase Conceptual SWPPP (CSWPPP) in compliance with the statewide National Pollutant Discharge Elimination System (NPDES) CGP, Order No. 2009-0009-DWQ, most recently updated by Order No. 2012-0006-DWQ. The CSWPPP will comply with City standards and any Project-specific requirements from the RWQCB. Mark Thomas will use the SWPPP template and guidance developed by the California Stormwater Quality Association. The CSWPPP will include the evaluation and documentation of the risk assessment as presented in the CGP. Mark Thomas will identify potential temporary water quality and erosion impacts of the Project and propose appropriate temporary construction site and erosion control BMP measures. These BMP measures will be identified on the Water Pollution Control (WPC) Plans included in the CSWPPP. Permit Registration Documents (PRD’s) will be prepared including the Notice of Intent (NOI), a risk assessment, post-construction calculations, a site map, a SWPPP, a signed certificate, and the first annual permit fee to be paid by the City. Mark Thomas will coordinate with the City for review and approval. The CSWPPP will be based on design-level information to be used for reference purposes only and will not be a construction document. Mark Thomas assumes no QSD or Qualified SWPPP Practitioner role during construction and that the selected Contractor’s QSD will be required to develop an independent SWPPP for approval by the City and uploaded to the State Water Resources Control Board’s Stormwater Multiple Applications and Report Tracking System (SMARTS). Docusign Envelope ID: CFB4D269-E371-4DA6-B769-59DDBD4C7856Docusign Envelope ID: B363250F-E21F-4652-B170-E77C9043D4FB