25E - AGMT - ON-CALL ENGINEERING SRVS

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SCOPE OF SERVICES GENERAL ENGINEERING (OPTION 13) Preliminary Design A. KiCA-bPF MEETING Prior to the start of the project, wgwill have a kickoff liieeting with Cita! Staffand the project team to review the project objectives, schedule, the scope and approach. At this meeting; we Will establish a point of contact for the projeot arid request all available information related to the project, in addition• the NV6 P.rojaet Manager will coordinsteall aspects of the project p. no manage the schedule end costs to ensure the project's cgntplatlon to the abtlsf8001 of the City. B. DATA': COLLECTION. AND PROJECT DOCUMENTATION We will research all informstiiin pertinent tg.the project suoh.a&the Isteststreet improvement Plans, eight .o¢ way maps, previous loterseodons and med]4n Improvement plans, storm drain, water and sewer plans, and utility plans In order totndudethls.Information in the.projeot pians. C. DESIGN SURVEY The survey tasks include, but are not limited to, the following: We will perform a topographic survey and prepare base maps. Wa Wlll make sure our base maps showthe right of way,'curb and gutter, sidewalk, parkway, street centerline, access ramps, driveways, signs, poise, etc. In addition, we will Include all Information obtained from ailaffeoted utility comparrias Within the roodway and parkways. The brise maps will then be confirmed during outfield walks. The main objective Is to have all existing Improvements accurately depicted in our bass maps sc that all constraints are considered.during our design of the project The survey will include cross sections the street to adequately show the condition of the project site prior to _ Construction. p. UTILITY INVES'r[GATION AND COORDINATION We will research and establish record location of all utilities and utility easements, as necessary, Utility coordination on the project will be ongoing and will generally consist of the following sub tasks: • Nottfy each utility purveyor, in writing, of the City's proposed plans and schedule and request copies of record drawings or atlas maps of existing and proposed facilities within the project boundary. • obtain wdstingdry and wet utility plans/records within the prvjact'limfts. It also Ihcluttes the coordination of the a4listmaritof any utilities per city or Other agen'eY standards. Onde the plans are completed we wilt send them toast utility conmaalssaffected by the project. • Cbordlnate all utilltles and obtain approval In writing from affected utility companies regarding conflicts, relocations and IMPrOveeriaRts. • Access the Underground Service Alert's website and compiles list of member agencies that own facilities within the project limits. • Augment and/or refine the above list based on available Information st.the dty9Records Department and from field investigation. • Utilities shown On the record drawings will be surface varlfied,.and added to the Kase map, atongwith the most recent easement I hias shown for each fsaltity: • identify Interfaoos daetwseri eXistingle liittes and. future project eonstrrfation, • Consult 'with the servicapiaiiners and othersas necessary within each utility company to resolve any cordlfots. • Keep city staff Informed on all discussions with utility companies via written.maeting minutes or records of telephone conversation. • Prepare a Utility Notification Log to track utility oghipagy contacts and responses Including contact Information grid dates of all outgoing and Incoming correspondence. F, PAVEMENT EVALUATION We will provide geotechnical investigation, recommendations, and reports to determine the exact rehabilitation methods Including but not to limited to reconstruction areas and the proper pavement thickness for reconstruction areas And overlay. We will perform a geotoohnical.reconnaissance Of the site and take up to six borings samples at strategic locations within the project area to observe the existing pavement thickness and soil conditions beneath and to facilitate collection of sub -grade soil samples for lab testing. The results of our field and laboratory testing will be provided in a report which will include; thickness of pavement section, site soil characterization, Il -Value of sub -grade soils, and pavement improvements recommendations. F. PRELIMINARY PLANS Utilizing the above data and base plans, we will prepare a preliminary street Improvement plans and profiles Using V - 40' horizontal and V = 4' vertical scale. In K 25E-454