Design Requirements. The DG Facility shall be installed in compliance with Wisconsin Administrative Code Chapter PSC 119.
Design Requirements. 9.2.1. Metal liner The compressive stress in the liner at zero pressure and 15 °C shall not cause the liner to buckle or crease.
Design Requirements. 8.2.1. Metal liner The metal liner shall have a minimum actual burst pressure of 26 MPa.
Design Requirements. Design calculations shall be used to provide justification of design adequacy. The tensile stresses in the fibres shall meet the requirements of paragraph 6.5. above. Tapered and straight threads in accordance with paragraph 6.10.2. or 6.10.3. above shall be used on the metal end bosses. Metal end bosses with threaded openings shall be able to withstand a torque force of 500 Nm, without damaging the integrity of the connection to the non-metallic liner. The metal end bosses connected to the non-metallic liner shall be of a material compatible with the service conditions specified in paragraph 4 of this annex.
Design Requirements. 38 Developer shall prepare all Design Documents by or under the supervision of a Professional 39 Engineer of the applicable discipline. All RFC packages and Final Design Documents must be 40 stamped, signed, and dated by the responsible engineer. 1 Except as otherwise specified in the Contract Documents or approved by ADOT, Developer 2 shall develop formal Submittals of Design Documents following the steps described in Section
Design Requirements. 17 Developer shall conduct field explorations and subgrade testing necessary to design the Work 18 in accordance with the requirements of the applicable standards listed in Section DR 416.2.1 of 19 the TPs.
Design Requirements. All design standards/signs and pavement markings shall follow and comply with San Xxxx Complete Streets Design Standard & Guidelines (xxxx://xxxxxxxxx.xxx/DocumentCenter/View/74857) and the latest CAMUTCD. o Green pavement enhancement at signalized intersections approaches and departures shall be shown per City of San Xxxx bike xxxx design standard details provided. o Buffer details shall be per the latest CA MUTCD/specific direction provided by the City staff in a standard detail. • Design standards/signs shall comply with Caltrans Highway Design Manual (Chapter 300 & Chapter 1000) and Caltrans Standard plans within Caltrans right-of-way. • Consultant shall verify curb to curb dimensions in the field and/or use Google Earth aerials for accuracy. • If present, existing gutter pan next to median shall be shown on the plans. • All signal loop locations shall be clearly noted on the plans. Information will be provided by the City. • Proposed parking removal shall be clearly noted on first plan set submittal and described on plans by linear feet and number of spaces with a length assumption of 20' per vehicle. A tally table shall be provided for the total parking removal count for each segment. See example PDF. • The standard proposed No-Stopping signs to be used shall be the R26(S) (CA). Existing signs in conflict with new striping shall be clearly noted for removal. • Include bike detection loops and bike detection symbols on major streets at signalized intersections. • Include bike detection loops and bike detection symbols on side streets at signalized intersections. Include existing cross sections and proposed cross sections within Caltrans Right- of-Way per Caltrans Encroachment Permit application requirements.
Design Requirements. The provisions of this section apply to all borrower electric system facili- ties regardless of the source of financ- ing.
Design Requirements. 6.1 Customer’s Facility, and all portions of it used to provide or distribute electrical power and parallel interconnection with the District’s distribution equipment shall be designed, installed, constructed, operated, and maintained in compliance with this Agreement. Compliance with this section is mandatory unless prior written District approval is provided for those specific items not in compliance. Exemptions shall be in writing, signed by the District, and shall be attached to and become a part of this Agreement.
Design Requirements. A. Working Drawings Provide working drawings for items as specified in the contract, or as required by the Engineer, with design calculations and supporting data in sufficient detail to permit a structural and safety review of the proposed design of the temporary work. On the drawings, show all information necessary to allow the design of any component to be checked independently as determined by the Engineer. When concrete placement is involved, include data such as the drawings of proposed sequence, rate of placement, direction of placement, and location of all construction joints. Submit the number of copies as called for by the contract. When required, have the drawings and calculations prepared under the guidance of, and sealed by, a North Carolina Registered Professional Engineer who is knowledgeable in temporary works design. If requested by the Engineer, submit with the working drawings manufacturer’s catalog data listing the weight of all construction equipment that will be supported on the temporary work. Show anticipated total settlements and/or deflections of falsework and forms on the working drawings. Include falsework footing settlements, joint take-up, and deflection of beams or girders. As an option for the Contractor, overhang falsework hangers may be uniformly spaced, at a maximum of 36 inches, provided the following conditions are met: Member Type (PCG) Member Depth, (inches) Max. Overhang Width, (inches) Max. Slab Edge Thickness, (inches) Max. Screed Wheel Weight, (lbs.) Bracket Min. Vertical Leg Extension, (inches) II 36 39 14 2000 26 III 45 42 14 2000 35 IV 54 45 14 2000 44 MBT 63 51 12 2000 50 MBT 72 55 12 1700 48 Overhang width is measured from the centerline of the girder to the edge of the deck slab. For Type II, III & IV prestressed concrete girders (PCG), 45-degree cast-in-place half hangers and rods must have a minimum safe working load of 6,000 lbs. For MBT prestressed concrete girders, 45-degree angle holes for falsework hanger rods shall be cast through the girder top flange and located, measuring along the top of the member, 1’-2 ½” from the edge of the top flange. Hanger hardware and rods must have a minimum safe working load of 6,000 lbs. The overhang bracket provided for the diagonal leg shall have a minimum safe working load of 3,750 lbs. The vertical leg of the bracket shall extend to the point that the heel bears on the girder bottom flange, no closer than 4 inches from the bottom of the member. However, for 72-inch ...
