Laserfiche WebLink
42" DOUBLE COVER M.H. <br />DWG. FRAME AND COVER PINKERTON <br />SEE <br />N0. DW A635 OR APPROVED EQUAL <br />u <br />42" <br />2' MAX. PIPE <br />SPACER ECCENTRIC CONE <br />_ CUT DOWN TO <br />42" DIA, AT TOP <br />SEE <br />SEE DETAIL <br />DETAIL "A" - <br />WATERPROOF _ °B" - 48 DIA' <br />JUNCTION <br />BOX <br />w <br />SEE z <br />DWG. = GALVANIZED Ci iAN <br />N0, pR CABLE. <br />67A d <br />CHECK <br />VALVE <br />FLEXIBLE <br />EXTRA HEAVY OR MAX. JOINT <br />DOUBLE EXTRA HEAVY <br />PIPE GUIDES (2 REQ'D). <br />DUCTILE IRON PIPE INLET <br />SIZE TO PUMP _ <br />DISCHARGE (3" MIN.). MORTAR <br />2" PVC SCH. 80 i. 2'_6" <br />PIPE. BOTTOM OF MIN. <br />PIPE 12" BELOW 12" 12" <br />PUMP SHUT OFF. I� <br />-::. 0„ <br />T. <br />MORTAR .,..:•..' ... - <br />SUBMERSIBLE PUMP WITH <br />SLIDE AWAY COUPLING. #5 BARS AT 12" <br />O.C. BOTH WAYS, <br />REV. NO. REV DATE W. BY TEMPORARY MAINTENANCE HOLEREYI510NIAPPROYEDBYCITYENCINEER <br />5 6/1/2003 HL/EA �i^rooN J- 0P„__ <br />DICMZND 1/1/92 S.S. PUMPING STATION BATE: 11 /25/03 i7 <br />DWC. BY Rc SCALE CITY OF STOCKTON Dpi p ISS DRAArNc No, <br />CK BY NONE DEPARTMENT OF PUBLIC WORKS 01/09/02 6// <br />(CONT'D FROM DWG. 67) USE 2" ELEC. CONDUIT TO <br />PULL CONDUCTOR TO PANEL. <br />POLYETHYLENE TUBING NO CONNECTION IN SUMP. <br />(TO CONTROL PANEL, SEE SEE VALVE BOX DETAIL. <br />NOTE NO. 1). <br />�I SEE NOTE <br />SEE_,, <br />-SEE <br />s <br />1' CONDUIT. <br />SLOPE TO <br />DRAIN. <br />MOTOR 4" <br />5'-0" CABLE <br />LENGTH DUCTILE <br />OF CAST IRON <br />IRON PIPE. 3" -►1 If 3" FLANGED <br />COUPLING <br />TRANSITIONADAPTER <br />COUPLING 12" w <br />Z <br />J SEE DWG. <br />NO. 67 <br />12" � <br />PRESSURE 1 `�' "gyREDUCER <br />LINE, IRON 1 1 POLYETHYLENE <br />DUCTILE - <br />4"x4"x 4° TUBING. <br />ANGLE PIPE SPACER AS <br />BRACING. SUPPLIED BY PUMP <br />MANUFACTURER. BOLT <br />TO ANGLE BRACING. STANDARD4 TAPER <br />PIPE CAP. PIPE THREAD, <br />O 4"x4"x 4" PLATE WITH SOLVENT <br />2" SCH. 80 ll�WELD AIR <br />. <br />(2 DIA. HOLES. ) 2 PVC PIPE <br />WELD TO ENDS OF TIGHT. <br />DETAIL "A" 4"x4"x 4" ANGLE DETAIL "B" <br />NOTES, BRACING. SEE NOTE <br />NO. 4. <br />1. PANEL SHALL HAVE EXTERNAL RESET, EXTERNAL LOCKABLE "ON" OR "OFF", AND KEY <br />TYPE H -O -A IN WEATHERPROOF PANEL, <br />2. PUMPING STATION TO BE USED FOR TEMPORARY INSTALLATIONS ONLY WHEN APPROVED <br />BY THE CITY ENGINEER. <br />3. PUMP DATA; <br />30 220 VOLTS HIGH HEAD SEWAGE PUMP WITH "SLIDE AWAY COUPLING" OR EQUAL. <br />4. CUT THE ENDS OF THE 4"x4"x 4" ANGLE BRACE TO FIT THE CURVATURE OF THE M.H., <br />VERIFY IN FIELD. <br />5. INTERIOR OF M.H. TO BE COATED IN ACCORDANCE WITH SECTION 71-1.09 OF <br />STANDARD SPECIFICATIONS, <br />6. SCREW CAP WITH 2Z" STANDARD FIRE HYDRANT CONNECTION, <br />REV. NO.1 REY. DATE IMY. BY TEMPORARY MAINTENANCE HOLE RE SIONAPPROYEDBYCITY ENCINEER <br />5 6/1/2003 HL/EA qp,���� <br />incTTiall 1/1/92 S.S. PUMPING STATION Ems°" 5 3 - <br />DATE: 11 25 03 <br />DNC, BY RC SCALE CITY OF STOCKTON 01C °ATBD I D6ANC A <br />CK. BY NONE DEPARTMENT OF PUBLIC WORKS 01/09/02 <br />WETWELL AND FORCEMAIN MODIFICATION NOTES <br />1. ELIMINIATE ECCENTRIC CONE AND PROVIDE 48" DIAMETER RINGS TO GRADE. <br />2. MANHOLE COVER SHALL BE FLUSH WITH PROPOSED GRADE AND BE SIZED BY THE PUMP <br />MANUFACTURER/SUPPLIER TO ALLOW FOR THE REMOVAL AND INSTALLATION OF THE <br />PUMPS. <br />3. DISCHARGE PIPING SHALL BE 4" DIP, CLASS 350. DISCHARGE PIPING SHALL BE LINED <br />WITH PROTECTO 401 CERAMIC LINING. <br />4. INSTALL A TOTAL OF TWO DISCHARGE MANIFOLDS (DIP, CHECK VALVE, AND 90" BEND). <br />DISCHARGE PIPING SHALL BE SPACED AT 18" ON CENTER. <br />5: INSTALL A TOTAL OF 2 PLUG VALVES LOCATED OUTSIDE OF THE WETWELL, 5' AWAY. <br />INSTALL VALVE CAN WITH TRAFFIC RATED COVER OVER PLUG VALVE NUT. <br />&. MANIFOLD BOTH DISCHARGE PIPES DOWNSTREAM OF THE FORCE MAIN BYPASSES SHOWN <br />IN 67A. <br />PUMP NOTES <br />1. INSTALL 2 FLYGT NON -CLOG SUBMERSIBLE PUMPS. Q = 135 GPM AT 21' TDH 2.2 HP <br />EACH PUMP. FLYGT PUMP MODEL NP 3085 MT 3 -ADAPTIVE 463, 3 PHASE 230 V. 1735 <br />RPM OR APPROVED EQUAL. IF A DIFFERENT PUMP IS SELECTED, CONTRACTOR SHALL <br />VERIFY THE TWO PUMPS FIT INSIDE THE 48" DIAMETER WETWELL <br />2. INSTALL ULTRASONIC LEVEL TRANSDUCER (PRIMARY SYSTEM) AND BACKUP FLOATS <br />(SECONDARY SYSTEM). <br />3. PUMP CONTROL PANEL WILL BE LOCATED ADJACENT TO THE WET WELL. INSTALL 2-3" <br />CONDUITS FOR PUMP POWER CABLE. INSTALL 1-2" CONDUIT FOR PUMP CONTROL CABLE. <br />CONTRACTOR SHALL RUN THESE CONDUITS TO THE BUILDING ELECTRICAL ROOM AND <br />VERIFY AND COORDINATE PUMP POWER REQUIREMENTS, BREAKERS, AND CONDUITS INSIDE <br />THE BUILDING. <br />4. PUMPS SHALL ALTERNATE IN USE. <br />5. CONTROL PANEL SHALL BE MOUNTED ON A UNISTRUT RACK SUPPORTED BY A CONCRETE <br />FOUNDATION TO BE DESIGNED AND CONSTRUCTED BY THE CONTRACTOR. CONTRACTOR TO <br />PROVIDE SHOP DRAWING TO CIVIL ENGINEER FOR REVIEW. <br />6. INSTALL TRACOM FIBERGLASS SUN SHADE (OR APPROVED EQUAL) ON UNISTRUT RACK. <br />FRONT OF CONTROL PANEL AND SUN SHADE SHALL FACE NORTH. CONTRACTOR SHALL <br />CONFIRM 6" CLEARANCE IN ALL DIRECTIONS BETWEEN PUMP CONTROL PANEL AND <br />SUNSHADE. SAMPLE DETAIL IS BELOW AND CAN BE FOUND HERE: <br />HTTPS://TRACOMFRP. COM/PAN EL- SUN -SHADES/ <br />7. CONTRACTOR SHALL TIE IN CONTROL PANEL ALARMS TO THE BUILDING ALARM SYSTEM. <br />B 7 6 5 4 3 2 1 <br />FEATURES: REINFORCED MOUNTING SURFACE <br />H BUCK EDGE TRIM H <br />G G <br />---------------------------------- <br />I <br />JF I I F <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />E E <br />I I <br />I I I <br />I I <br />I I <br />4'-3' <br />4,_6„ <br />I I <br />I I I <br />I I <br />D D <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />C I I C <br />FRONT ELEVATION RIGHT ELEVATION <br />B e <br />TRACON PANEL 40 INSTRUMENT PANEL SHADE, <br />54-1/2" W X 36" D X 60" H WITH <br />REINFORCED MOUNTING SURFACE <br />FlBERGLASS PRODUCTS <br />DWG. . PANEL -40-01 R <br />EV <br />A 1) EDGE TRIM NOT SHOWN FOR CLARITY A <br />2) ALL VALUES ARE ACCURATE TO 1/8" PROJECT STANDARD PANEL SHADE SIZE DATE 3/19/15 <br />8 1 7 6 5 4 3 1 2 1 <br />Z <br />Z LL <br />LL <br />0 <br />O <br />O � <br />� o Q Z <br />o W U) <br />O <z0 <br />LUY <br />C/) Of O <br />Q za z <br />C7 <br />O <br />Z <br />¢ <br />Of <br />Lu <br />W U) <br />C!) J <br />} Q <br />Q L1J <br />0 <br />z <br />Q <br />U) <br />C-605 <br />