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Bayley Construction LP 6/18/2025
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Bayley Construction LP 6/18/2025
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Last modified
7/3/2025 10:03:31 AM
Creation date
7/3/2025 9:59:54 AM
Metadata
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Contracts
Contractor's Name
Bayley Construction LP
Approval Date
6/18/2025
Council Approval Date
6/11/2025
Department
Administration
Department Project Manager
Scott Pattison
Subject / Project Title
Outdoor Event Center - Design Phase 1A of the project
Tracking Number
0004869
Total Compensation
$2,901,602.00
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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Everett – Outdoor Multipurpose Stadium <br /> <br /> Page 1 <br />Request for Survey Information <br />The survey shall include full topographic surface data and underground utilities a minimum of 50 <br />feet past the edge of the project boundaries as defined in the attached exhibit. We request the <br />following specific items: <br />· Survey shall be performed and documents prepared in such a manner so as to fully <br />comply with all local codes, ordinances and other requirements. <br />· All public and private utilities, both active and abandoned, shall be shown. Surveyor <br />shall coordinate with Owner, City, County, State (or any other AHJs), and ALL utility <br />purveyors in and around the project area to gather record documentation and verify site <br />utility information. This activity is in addition to the coordination with utility locate <br />services. <br />· Surveyor shall use a locate service for locating utilities. Existing utilities shall be <br />indicated by appropriate paint marks. All located utilities shall be incorporated into the <br />survey, including sizes obtained from record drawings. <br />· Surveyor shall coordinate paint marks and as-built documentation and resolve any <br />discrepancies. <br />· Show inverts at manholes and drainage structures for all pipes. Show pipe diameters, <br />pipe material, and direction of pipe. Include the structure size for all manholes and <br />drainage structures. <br />· Manhole and catch basin symbols shall be shown at center of structure, not center of lid. <br />· Gravity systems, i.e. storm drain and sewer, shall be surveyed to the next downstream <br />structure and the next upstream structure beyond the limits of survey. <br />· Utilities shall be shown continuous. Utility lines shown terminating shortly after a <br />structure or at survey limits are not acceptable. They should be shown to the next <br />downstream/upstream structure regardless of location. <br />· Include callouts for utility structures, control points, etc directly on the plan. Placing <br />these items in tables is not acceptable. <br />· Show overhead utility lines (eg: primary & secondary power, telecommunications, etc) <br />· Obtain topography by recording spot elevations at a maximum 25-foot on center spacing <br />(including along roadway centerlines, top of curb, bottom of curb, etc). Additional spots <br />will be required to adequately identify grade breaks and other topographic features. <br />Spot elevations shall be to the nearest .01 foot. <br />· Provide contours at 1’ intervals. Smaller intervals may be required in low-slope areas. <br />Larger intervals may be required in steep slope areas (ie > 1:1). <br />· Horizontal and vertical datum shall be clearly shown and have two reference points <br />within the area of the project. Include a description of the datum used on the survey <br />drawing. <br />· Provide a stamped and signed hard copy of survey (PDF is also acceptable) at no more <br />than 1" = 30' scale. Provide electronic file in AutoCAD format. <br />Design-Build Contract for Everett Outdoor Events Center <br />Exhibit C - Phase 1A Work and Fee Proposal
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