Always Active Service 11/27/2023

CITY OF EVERETT - CITYWIDE BICYCLE WAYFINDING STATE FUND# HLP-PB21(014) WO#3786 September 25, 2023 13 surfacing, paving, channelization and pavement marking, illumination and signals, 1 guardrails and barriers, and signing. Except for the survey control data to be furnished 2 by the Contracting Agency, calculations, surveying, and measuring required for setting 3 and maintaining the necessary lines and grades shall be the Contractor's responsibility. 4 5 The Contractor shall inform the Engineer when monuments are discovered that were not 6 identified in the Plans and construction activity may disturb or damage the monuments. 7 All monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the 8 length of the project or be replaced at the Contractors expense. 9 10 Detailed survey records shall be maintained, including a description of the work 11 performed on each shift, the methods utilized, and the control points used. The record 12 shall be adequate to allow the survey to be reproduced. A copy of each day's record shall 13 be provided to the Engineer within three working days after the end of the shift. 14 15 The meaning of words and terms used in this provision shall be as listed in "Definitions of 16 Surveying and Associated Terms" current edition, published by the American Congress 17 on Surveying and Mapping and the American Society of Civil Engineers. 18 19 The survey work shall include but not be limited to the following: 20 21 1. Verify the primary horizontal and vertical control furnished by the Contracting 22 Agency, and expand into secondary control by adding stakes and hubs as well 23 as additional survey control needed for the project. Provide descriptions of 24 secondary control to the Contracting Agency. The description shall include 25 coordinates and elevations of all secondary control points. 26 27 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on 28 centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and 29 at points on the alignments spaced no further than 50 feet. 30 31 3. Establish clearing limits, placing stakes at all angle points and at intermediate 32 points not more than 50 feet apart. The clearing and grubbing limits shall be 5 33 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise 34 shown in the Plans. 35 36 4. Establish grading limits, placing slope stakes at centerline increments not more 37 than 50 feet apart. Establish offset reference to all slope stakes. If Global 38 Positioning Satellite (GPS) Machine Controls are used to provide grade control, 39 then slope stakes may be omitted at the discretion of the Contractor 40 41 5. Establish the horizontal and vertical location of all drainage features, placing 42 offset stakes to all drainage structures and to pipes at a horizontal interval not 43 greater than 25 feet. 44 45 6. Establish roadbed and surfacing elevations by placing stakes at the top of 46 subgrade and at the top of each course of surfacing. Subgrade and surfacing 47 stakes shall be set at horizontal intervals not greater than 50 feet in tangent 48 sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-49 foot intervals in intersection radii with a radius less than 10 feet. Transversely, 50 stakes shall be placed at all locations where the roadway slope changes and at 51 additional points such that the transverse spacing of stakes is not more than 12 52