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City of Lino Lakes – West Shadow Lake & LaMotte Street & Utility Improvement Projects – Proposal for Final Design <br />August 4, 2017 <br />Page 2 <br /> <br />K:\02988-450\Admin\Contract\Final Design - Proposal\2017-07-12 LL Shadow Lks & LaMotte - Proposal for Final Design - Final.docx <br /> <br />SCOPE OF ENGINEERING SERVICES <br />WSB is pleased to provide professional engineering services for the West Shadow Lake Drive <br />and LaMotte Neighborhood Area Street and Utility Improvement Projects including preliminary <br />and final design, facilitation of the Chapter 429 Special Assessments/City Charter process <br />(municipal utilities), topographic surveys, soil borings and geotechnical evaluation, wetland <br />delineations, permitting, and public involvement with project stakeholders. Below is a detailed <br />description of the engineering services and WSB’s proposed approached. <br /> <br />I. Data Collection & Field Documentation <br />The scope of services for this phase includes gathering the necessary data and performing <br />field documentation activities in order to complete the final design of the project. The <br />information gathered will be used to develop an accurate AutoCAD basemap and document <br />current conditions in the field. The following is a detailed list of the work tasks to be <br />performed. <br /> <br />Project Management & Meetings (Jim S., Diane H.): <br />WSB will lead the project design process including communication and coordination efforts <br />to facilitate the design and biding of the proposed project. WSB will hold two project <br />meetings with the City of Lino Lakes or other governing entities during final design. We <br />will provide the necessary graphics, maps, and presentation materials for these meetings. In <br />addition, email correspondence, conference calls, and other related day-to-day <br />communications techniques will be used. <br /> <br /> Topographic survey (Pete H): <br /> Collect, review and establish survey control points necessary to perform <br />topographic survey along the project length. Iron monuments (property corners) <br />will be used as control whenever possible. Survey control points will be located <br />such that will not be disturbed by construction. There will be enough control <br />points throughout the project to allow for staking during construction. Each <br />control point will be visible from minimum of two other control points. The <br />control points will be within an error tolerance of 0.03 feet or better for X,Y,Z. <br /> Perform topographic survey along the project corridor using total station <br />equipment. <br /> The extents of the survey will be 15 feet beyond the right of way, the locations of <br />the existing wells will be included in this Survey, the survey will continue around <br />radius of intersections at the project limits. Trees include additional information, <br />such as size and type. All possible property irons will be located. First floor or <br />garage floor elevations will be collected as a part of the topographic survey. <br /> Use topography survey data to develop an existing conditions base map. <br />The base map will include the survey points, line work (as survey figures where <br />applicable), and existing ground surface. <br /> Data pertaining to the city’s storm sewer, sanitary sewer, and water main shall be <br />collected in the field. This data includes rim elevations, invert elevations, pipe <br />sizes, and structure sizes. <br /> Private and other utilities (gas, telephone, electric, cable, etc.) data will be <br />collected with design level locates.