2131 LAKE HEIGHTS DR 2016-01-01 MF Import

i Type PPB: Pedestrian push button posts shall conform to Standard Plan J-7a or ro one of the following pre- � approved plans: Fabricaror Draa'ing No. Northwest NWS 2252 � Valmont 5000-3-RD Ameron 3723 Ii'ype PS: Pedestrian signal standards shal: conform to Standard Plans J-7a or to one of the following pre- approved plans: IFabricator Drawing No. I Northwcst NWS 2252 Valmont 5000-3-RD Amernn 3723 1 Foundatiuns for various types af standards shall be as follows: Type PP[3 As noted on Standard Plan 1-7a. IType PS As noted on Standard Plan J-7a. p) Concrete Traffic Signal Standards: Traffic signal support structures sl�all consist of a single vertical anchor I base prestressed spun ooncrete pole erected on a concretc foundation H�ith pain�ed steel signal cantilever arms and luminaire arms mounted on tiie concrete pole. I Afler the signals are installed.the pole shall be plumb and cantilever arms shall ha�•e ar. upward slope away from the pole at tlie attachment point. The minimum verticel clearance to any portion of any signal or signal with sign shall be 16' 6" Prom the top of pavement. The signals and signs sh311 be rigidly attached to the artn with appropriate brackets. The pole and arms shall be reend in cross section. The diameter of lhe I arm where it connects to the pole shall not be larger than the pole diameter st t!iat height. A handhole shall be provided in the pole within 18" of the base, complete with reinforced frame aud cover plate that fastens securely in place. There shall be approved wireway fixtures installed to facilitale pulling wire from the base to an outlet at cach signal lumin�ire, cabinet, or illuminated si�n after the structure is erected. The finished structure shall be watertight. The rop of the concrete foundation shall be flush with finishcd bround linc. The pole base shall accommodate the conduit st�bbed up from the foundation. The pole base shall be drained by a ll2" drainpipe through the grout pad. Leveling nuts on the anchor bolts shall be fumished for use in plumbing the pole. Inserts shall be provided for mounting street name signs, pedestrian crossing signs, pedestrian heads, pedestrian pushbuttons, precmption beacons, and weatherhead as indicated on the signal standard details plan sheet. The vertical deflection at the free end of any cantilever arm, due to the dead load of the signals and signs only, shall not exceed 2% of the cantilever arm length. 'The horizontal deflection perpendicular to the arni at the frec end of any cantilever arm due to the design wind load on the signals and signs and sVuctures shall not exceed 5%of the cantilevcr arm Iength. �:w�...00e��nvoo_wc<�o�,ro��.e« David Evans and Associa�cs,lnc. SP-21 71h Ave.SFII(10��tSt.Signai Modifica�ion 1une1998 I