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Attachment A Scope of Services Bernal Community Park Phase 2 Harris Design Prepared 10/6/08 Page ~ of Fl 1.08 Site Access, Parking, and Utilities Study Develop a range of feasible options for vehicular access, pazking, extension of site utilities to Phase 2, and provisions for Phase 3 site utilities, described in more detail below: • Prepare layout for a Bernal Turn Pocket alternative entrance. Turn pocket study will include: a) survey of trees, edge of pavement and ditch as needed for preliminary mapping, b) layout of turn pocket which best fits existing trees and Phase 1 entrance, c) meeting with City staff to review turn pocket length and location, and minor revisions to turn pocket design. • Prepare Phase 2 hydrology calculations for site and vehicular drainage for drainage discharge co the roadside channel along Bernal Avenue. Bellecci will use previous hydraulic study from City (of the downstream future culvert at Pleasanton Avenue) to develop the "starting HGL" for the Bernal roadside channel connection. • For drainage to Phase 1, it is assumed the Phase One - 24" pipe is oversized to accept drainage from Phase 2. Therefore, the pipes discharging into Phase 1 will be sized based on a "stazting HGL" from the Phase 1 hydraulic study. • The Sanitary Sewer study will involve Master Planning of the sewer laterals xo the two restroom building sites and the trash container (Phase 2 and Phase 3). Sewer connections from Phase 1 will be compared to sewer connections along Bernal. The preferred alignment will be based on cost and engineering benefits of each design. • The Joint Trench study will involve Master Planning of the joint trench to the two restroom building sites and the Phase 2 and Phase a lighting controller. Joint Trench / electrical service point will be from the north side of Bernal. This task will include contacting PG&E [o coordinate service connection requirements and available power. • The Water Line study will involve Master Planning of the water laterals to the two restroom building sites, drinking fountains and the irrigation backflows for Phase 2 and Phase 3. Water connections/meters from Phase 1 will be compared to water connections/meters along Bernal. The preferred alignment will be based on cost and engineering benefits of each design, along with cost of meters. 1.09 Staff Review Meeting Meet with Staff to review site access, parking, and utilities study as a basis For schematic site planning. Review architectural components to confirm program, space needs, operational & maintenance needs, materials and initial design intent. Discuss goals for stadium component and outline strategies to address programmatic needs while considering visibility, potential for iconic forms, and visual impacts within park. Receive direction to proceed with schematic design plans. 1.10 Oak Woodland Study Prepare study to establish design concepts for the native woodland/grassland component. The study will identify proposed plant species and will correlate them to anticipated environmental conditions including site soils, landform grading, shade, and drainage. Planting techniques,