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SITEWORK SPECIFICATI 'S <br />BEVERLY PARK SUBSTATiuN <br />,- DWG. N0. 0-4117 <br />REV. Q <br />PAGE 5 <br />Gate framea shall be cans[racted of 1-1/2" standard <br />(1.900" O.D., weight 2.72/ per llneal foot) or larger <br />steel pipe and shall catty thre2 strands of barbed vite. <br />Corners shall be fitted and tiveted eo ae to fore a rigid <br />frame. Gates ehall be x-braced vith tvo diagonal ttues <br />rods to keep [hem rigid, and ptevent sagging, buckling, <br />and side veave. Hinges shall be industrial sttength, vith <br />180 degree sving. Hinges shall De insialled to allov the <br />gates to sving Snto Che substation yard only, and be <br />fitted so [hat the ga[e cannot be lifted off of them. <br />Ga[es shall extend dovn to cleat station grade by not more <br />than 2", and shall be equal in height [o the adjacent <br />fence. <br />Double-sving gates shall have a center stop and out gate <br />keepers. Double gates shall be equipeed With a center <br />locking bar cons[ruc[ed of 1' eteel pipe. Latches shall <br />be ins[alled so that one side of the double ga[e may be <br />opened �ithout lifting the center locking bar. The free <br />ga[e shall be equipped with scops [o preven[ it froro <br />passing center when closed. Latches, stops, and brackets <br />ehall be constructed of 3/16" eteel bar stock. Bol[e <br />holding latches and other locking hardvare shall be peened <br />to prevent removal of nats. All parts shall be hot-dip <br />galvanized aftet fabrication per latest revislon of ASTM A <br />153. Cen[er locking bat, gate latch, gate stop, and athet <br />de[ails necessary ior locking ga[e-to-gate are a[tached [o <br />this specification. <br />Barbed vire shall be compoaed of tvo /12-1/2 gauge wires, <br />tvisted w1[h four point barbs spaced 5" apart, galvanized <br />per latest revision of ASTM A 121, 41ass 3, .80 oz. zinc <br />coa[ing. <br />The vood cutb shall be constructed of 2" x 8" number 2 <br />rough Pacific Coast Douglas Fir [rea[ed vi[h cteosote <br />(APWA S[d. PI) by pressure process to give a minimum final <br />re[ention of tAe presetvative of 10 pounds per rubic foot <br />in accordance vith APWA Stds. C1 and C2. The vood curb <br />shall be secured [o [he posts as ehovn in Sectlon A-A and <br />Detail I. No subs[itutions shall be alloved. Each board <br />shall be cut tu its ptoper length wi[h no splicing <br />allowed. <br />FABRIC WITH SLATS <br />Fabric shall be number nine gauge wire voven in[o 3-I/2" x <br />5-I/2" mesh, galvanized per la[es[ revision of ASTM A 392, <br />Class 1, 1.20 oz, zinc coa[ing. The selvage shall be vide <br />bow knuckle a[ both ends [o secure slats in position in <br />the fabtic. <br />DC-4518.5 <br />