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1. Before placing the reinforcing steel, the Contractor shall submit shop drawings to the Engineer as <br /> specified in Section 1-05.3 for the reinforcing cage. <br /> 2. Work shall not proceed until the appropriate submittals have been approved 50 in writing by the <br /> Engineer. <br /> End 8-20.3(4) Foundations (Snohomish County requirements) <br /> 20.3(5) Conduit <br /> 8-20.3(5)A2 ITS and Cabinet Outer and Inner Duct Conduit <br /> Section 8-20.3(5)A2 is supplemented with the following: <br /> Conduit Seal <br /> Existing conduits, entering cabinets, that are scheduled to have cables added or removed shall be sealed with an <br /> approved mechanical plug or waterproof foam at both ends of the conduit run. <br /> Existing Outer duct and inner duct conduit, entering cabinets, that are scheduled to have cables added or removed <br /> shall be sealed according to this section. <br /> 8-20.3(5)E3 Boring <br /> Section 8-20.3(5)E3 is supplemented with the following: <br /> In addition to the requirements for boring with casing, should casing be required, the Contractor shall submit to the <br /> Engineer for approval a pit plan and a proposed method of boring that includes,but is not limited to, the following: <br /> a. A pit plan depicting: <br /> 1. Protection of traffic and pedestrians. <br /> 2. The dimension of the pit. <br /> 3. Shoring, bracing, struts,walers, or sheet pile <br /> 4. Type of casing <br /> b. The proposed method of boring,including: <br /> 1. The boring system <br /> 2. The support system <br /> 3. The support system under and at the bottom of the pit. <br /> The shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed <br /> Professional Civil Engineer. <br /> 13 <br /> Swift II BRT Boeing to Canyon Park Station—Traffic Signal 90%Special Provisions—12/1/2016 <br />