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Davit crane socket <br />Flygt # 14-587918 <br />(stainless steel), or <br />equal. <br />ao 41— <br />r� <br />m <br />— d — — <br />° ° <br />Const. Joint <br />as a <br />a -d 4-3/4" A307 bolts <br />a <br />w/embedded heads <br />I &washers. <br />M d <br />4—#4 Bars (30" long). <br />d d <br />°° ° #3 Stirrups 9" o/c. <br />a 12., 3" <br />a ° <br />�XXJXXlJ LXX X 12" <br />1'-6" <br />p DETAIL (wj <br />9 3/8" _ 1" = 1' —0" I <br />NOTE: <br />Galvanize after fabrication. <br />P. <br />z IA" z In" <br />SUPPORT BRACKET 4 �— <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />SUBMITTED <br />Tony Refuerzo <br />5/97 <br />FILE NAME <br />DRAWER <br />SHEET N0. <br />ACAD <br />REVISIONS DATE <br />e:\tony\projects\lincoln\plan\details <br />9-13 /16" <br />* Verify dimension with guide <br />rail bracket by mfgr. <br />4" conc. slab wf $6 6 W1.4 <br />W.W.F. on 4" sand toyer, <br />2—#4 bars, <br />continuous <br />1'-0" <br />-5/8" T1-11 plywood <br />siding on 2x4 studs <br />16" 0/C. <br />2x4 pressure treated sill <br />plate w/ 5/8"x12" anchor <br />bolts 32" 0/C. <br />SECTION AM <br />3/4" = 1' -0" 4 <br />Pre—fab aluminum cover with <br />epoxy Coating on underside. <br />Support bracket 4 <br /># 4 Thicken slab <br />1 at wet wells. <br />a <br />I <br />"'— Guide rail <br />1-1 <br />3 bracket by aP III <br />62 9 8 T pump mfgr. - <br />24„ <br />Exist. 48" 6 <br />wet well <br />(Pump guide rail <br />2-2" dia. stainless <br />pipes (by Contractor) <br />DETAIL <br />3/4" = 1' -0" 4 <br />2 <br />6" swing check valve <br />with external arm and <br />6" plug valve (2 each.) <br />4'x5' Conc. Vault. <br />Christy, Brooks, <br />or approved equal. <br />5'x6'x6" thick concrete pad. S`o� <br />Form 8" square depressed <br />drain sump for 4" drain. <br />4" Sch. 40 P.V.C.7drainline with screw capg. <br />Pump guide rail <br />z <br />Guide rail support <br />bracket at 10' <br />Install 6" dia. Cast <br />iron pipe (coated). I <br />6"x4" reducer II <br />Quick connect fitting II <br />bolted to sump floor. <br />See Detail O <br />ca pule type anchors. <br />DETAIL___o <br />NOT TO SCALE <br />12'-0" <br />5'-6" 3'-3" 3'-8" 5'-4" 3'-0" <br />° J_� <br />I <br />L� I I <br />T <br />3 \ 12", <br />4 <br />T_ 10, <br />LO <br />O_ — To Main _ <br />2,-3„ <br />FOUNDATION PLAN <br />3/8" = 1' -0" <br />DATE APPROVAL RECOMMENDED DATE <br />�� 111146; COUNTY OF SAN JOAQUIN SCALE AS SHOWN <br />Pre—fab aluminum cover <br />Aluminum manhole <br />frame & cover <br />Install manhole <br />coating on exist. <br />wet wells (3 ea.) <br />Exist. 6" <br />III III � sewer <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />Exist. 12" <br />sewer <br />III <br />I I <br />1 <br />SECTION A <br />1/4" = 1'-0" 3 <br />CONSTRUCTION NOTES <br />OPre—fabricated aluminum cover, U.S. Foundary & Mfg., <br />No. RPS -47 1/2. Underside to be epoxy coated. <br />O2 Aluminum manhole frame and cover, McKinley Iron Works, <br />Type S, or approved equal. Underside to be epoxy coated. <br />O Pump Hoist, Them Model No. 5122M1 with No. 522 base <br />(flush mount). See Detail e3 <br />4 <br />O1" conduit & riser for auxiliary power receptacle. <br />O1-1/4" conduit risers for power cables to wet wells ( 2 each.) <br />O 1/2" PVC Air bubbler pipe to wet well. <br />O7 3/4" conduit & riser for level switch to manhole. <br />O3/4" water service riser. <br />4�s PS <br />, <br />FOUNDATION PLAN I LINCOLN VILLAGE SANITARY SEWER <br />LIFT STATION STATION RENOVATION <br />SHEET TOTAL <br />N0. SHEETS <br />4 5 <br />