Kamins Construction Inc Pacific Ave to Interurban Trail Bicycle Safety

I 1 Submittals and Design Requirements I 2 Excavations 4-feet and less in height do not require design and submittals.The Contractor 3 shall provide a safe work environment and shall execute the work in a manner that does 4 not damage adjacent pavements, utilities, or structures. If the Engineer determines the I 5 Contractor's work may potentially affect adjacent traffic, pavements, utilities, or structures, 6 the Engineer may request a Type 1 Working Drawing from the Contractor.The Contractor 7 shall explain in the Type 1 Working Drawing how the Engineer's concerns will be 8 addressed, why infrastructure will not be damaged by the work, and how worker safety I 9 will be preserved. 10 11 For excavations that have soil types and slope geometries defined in WAC 296-155 part I 12 N and are between 4-feet and 20-feet in height, the Contractor shall submit Type 2 13 Working Drawings. Required submittal elements include, at a minimum, the following: 14 I 15 1. A plan view showing the limits of the excavation and its relationship to traffic, 16 structures, utilities and other pertinent project elements. If the stability of the 17 excavation requires no-load zones or equipment setback distances, those shall 18 be shown on the plan view. I 19 20 2. A typical or controlling cross section showing the proposed excavation, original 21 ground line, and locations of traffic, existing structures, utilities, site constraints, I 22 surcharge loads, or other conditions that could affect the stability of the slope. If 23 the stability of the excavation requires no-load zones or equipment setback 24 distances, those shall be shown in cross section. 25 26 3. A summary clearly describing subsurface conditions, soil type for WAC 296-155 27 part N, and groundwater conditions, sequencing considerations, and governing 28 assumptions. I 29 30 Where WAC 296-155 part N requires an engineer's design, the Contractor shall submit 31 Type 2E Working Drawings. Required submittal elements include, at a minimum, the three I 32 items above and the following additional items: 33 34 4. Supporting calculations for the design of the excavation, the soil and material I 35 properties selected for design, and the justification for the selection for those 36 properties, in accordance with the WSDOT Geotechnical Design Manual M 46- 37 03. 38 39 5. Safety factors. or load and resistance factors used, and justification for their 40 selection. in accordance with the WSDOT Geotechnical Design Manual M 46- 41 03, and referenced AASHTO design manuals. , 42 43 6. A monitoring plan to evaluate the excavation performance throughout its 44 design life. I 45 46 7. Any supplemental subsurface explorations made by the Contractor to meet the 47 requirements for geotechnical design of excavation slopes, in accordance with 48 the WSDOT Geotechnical Design Manual M 46-03. I 49 50 2-09.3(3)D Shoring and Cofferdams 51 The first sentence of the sixth paragraph is revised to read: I 52 CITY OF EVERETT AMENDMENTS I PACIFIC AVENUE TO INTERURBAN TRAIL BICYCLE SAFETY PROJECT 8/12/2019 STATE FUND#HLP PB17(014); COE#PW3688 Page AM-12