Pavement Replacement. A. Removal and subgrade preparation:
Pavement Replacement. All Resurfacing of streets or sidewalk and other public and private areas performed by Applicant shall meet the requirements acceptable to landowners and all governmental authorities having jurisdiction thereof. SAN DIEGO GAS & ELECTRIC COMPANY GENERAL CONDITIONS AND SPECIFICATIONS FOR APPLICANT GAS EXTENSION CONSTRUCTION PART Ill INSTALLING 60 PSI GAS SYSTEM EXTENSION 3-INCH DIAMETER AND SMALLER August 8, 1986 PART Ill INSTALLING 60 PSI GAS SYSTEM EXTENSION 3-INCH DIAMETER AND SMALLER Table of Contents .0 Introduction 1 2.0 Joining Methods 1 3.0 Handling Equipment . . . . . . . . . . . . . . . . . . . . . . . .: 2 4.0 Construction General 2 5.0 Protection of Open Ends of Pipe 3 6.0 Repairs 3 7.0 Construction Using Steel Pipe 3 8.0 Qualification of Welders 4 9.0 Welding Procedure 4 10.0 Inspection of Welds 4 11.0 Protective Coating 5 12.0 Inspection and Testing of Coating 5 13.0 Lowering in Pipe 5 14.0 Leak Test Requirements 6 15.0 Construction Using Polyethylene Pipe 7 16.0 Gas in Joint Trench 8 17.0 Stand-Up Test 8
Pavement Replacement. All pavement requiring replacement along the replaced 2-foot concrete curb and gutter shall be saw cut, in a true line, a minimum of 2'' depth in front of the curb and asphaltic concrete surface mix replaced, rolled, and compacted. The sub-grade area between the removed pavement and its front of new curb, shall be compacted as required by the Engineer and specifications, but not less than Type AA (MR-5), clean of any foreign materials, and moistened prior to placing concrete. Payment will be made at the contract unit price bid per lineal foot for "Curb and Gutter, Combined", of the specified type. Curb in front of handicapped ramps, curb transitions, Type C curbs, and other locations not a standard width or section, will be paid for as "Curb and Gutter, Combined" unless otherwise specified.
Pavement Replacement. Revise the fifth paragraph of Article 442.06(e) of the Standard Specifications to read: “Surface variations which exceed the above tolerances shall require removing and replacing the entire repair, except where the pavement is no longer in service.” Replace the second sentence of the first paragraph of Article 442.06(f) of the Standard Specifications with the following: “The texturing operation shall be executed so that the surface matches in appearance the existing adjacent pavement non-wheel path areas, including the removal of surface mortar using a concrete surface retarder, sponge float, water washing, or other methods as approved by the Engineer to expose coarse aggregate for a weathered look. If traces of a drag finish are present, this feature shall be included in the work prior while the concrete is plastic.” Basis of Payment. Revise the first paragraph of Article 420.20 of the Standard Specifications to read: “This work will be paid for at the contract unit price per square yard (square meter) for PORTLAND CEMENT CONCRETE PAVEMENT (HISTORIC), of the thickness specified.” Replace the first, second, and third paragraphs of Article 442.11 of the Standard Specifications with the following: “This work will be paid for at the contract unit price per square yard (square meter) for CLASS B PATCHES (HISTORIC), OR CLASS C PATCHES (HISTORIC), of the type and thickness specified.” EXHIBIT G Old Route 4 (294371W) w w w . i d o t h s r . o r g w w w . c o n n e c t t h e m i d w e s t . c o m Old Route 4 (294371W) Note: Preliminary conceptual layout. Design and land acquisition still needs to be approved. w w w . i d o t h s r . o r g w w w . c o n n e c t t h e m i d w e s t . c o m EXHIBIT H PART A: STANDARD DATA-RECOVERY PLAN FOR PREHISTORIC SITES Introduction The Illinois State Archaeological Survey (ISAS), a joint program of the University of Illinois at Urbana-Champaign (UIUC) and the Illinois Department of Transportation (IDOT), prepared this data-recovery plan for the archaeological mitigation of prehistoric habitation sites. This plan was developed in accordance with the Secretary of the Interior’s Standards and Guidelines for Archaeology and Historic Preservation (48 FR 44716), and “The Treatment of Archaeological Properties” published in 1980 by the Advisory Council on Historic Preservation. All procedures outlined in this plan are implemented using standard ISAS techniques, which are outlined in ISAS 2013 Field Manual: Standard ISAS Field Procedure...
