Marshbank Construction 5/9/2016 - Laserfiche WebLink

I I 1 All shop drawings and the cover page of all calculation 2 submittals shall carry the Professional Engineer's original 3 signature, date of signature, original seal, registration number, 4 and date of expiration. The cover page shall include the contract 5 number, contract title, and sequential index to calculation page 6 numbers. Two copies of the associated design calculations shall 7 be submitted for approval along with shop drawings. 8 9 Details for handholes and luminaire arm connections areI 10 available from the Bridges and Structures Office. 11 12 Foundations for various types of standards shall be as follows: 13 14 Type PPB As noted on Standard Plan J-20.10-02 15 Type PS As noted on Standard Plan J-21.10-03 16 Type I As noted on Standard Plan J-21.10-03 17 Type FB As noted on Standard Plan J-21.10-03 18 Type RM As noted on Standard Plan J-21.10-03 19 Type CCTV As noted on Standard Plan J-29.15-00 20 Type II As noted in the Plans. 21 Type III As noted in the Plans. 22 Type IV As noted in the Plans and Standard Plan J-27.10 23 Type V As noted in the Plans and Standard Plan J-27.10 24 Type SD As noted in the Plans. 25 26 When so indicated on the plans, the steel traffic signal standards and any 27 associated mast arms or luminaire arms shall be powder coated with a protective 28 coating for exterior galvanized steel. The pole fabricator also has the option to 29 submit to the City for approval, their process of coating galvanized steel in order to 30 paint/coat the poles. The City of Everett will provide the paint color chip to the pole 31 supplier for color matching. 32 33 CN 20 2(9 9:t;".;07. p ;§ T�.. I DA traTk t 34 Traffic Signal Standards 11 35 Traffic signal standards shall be furnished and installed in accordance with the 36 methods and materials noted in the applicable Standard Plans, pre-approved 37 plans, or special design plans. 38 39 All welds shall comply with the latest AASHTO Standard Specifications for 40 Structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding 41 inspection shall comply with Section 6-03.3(25)A Welding Inspection. 111 42 43 Hardened washers shall be used with all signal arm connecting bolts instead of 44 lockwashers. All signal arm ASTM A 325 connecting bolts tightening shall comply I 45 with Section 6-03.3(33). 46 47 Traffic signal standard types and applicable characteristics are as follows: 48 49 Type PPB Pedestrian push button posts shall conform to Standard Plan J- 50 20.10 or to one of the following pre-approved plans: 41st STREET TO WMVD FREIGHT CORRIDOR IMPROVEMENTS FED AID#STPUL-9931(012); PW#3472 SP-120 February 10, 2016