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CLASS 250 DUCTILE IRON BLIND GASKET <br />FLANGE <br />10 DIP FLANGED RISER <br />18"x36" CONCRETE UTILITY BOX W/TAPPED HOLES <br />TO HOUSE BOTH CLEANOUTS WITH <br />CAST IRON H2O RATED LID J%3" SS CAP SCREW, <br />AC PAVEMENTS TYP OF 8, MIN <br />LOCATOR WIRE IN BOX <br />INSULATION <br />ISO -FOAM 6" CLASS II AB <br />OR EQUAL j `° 2 <br />I 18" 1 <br />NOTES: <br />1. CLEANOUT FITTINGS <br />SHALL BE C900 <br />PVC OR DIP <br />2. ALL JOINTS SHALL <br />7 BE RESTRAINED <br />45' BEND <br />7 <br />lir = I <br />'- INSTALL LOCATOR WIRE PER <br />6 8 <br />J <br />C5 <br />5 <br />4 <br />N' <br />CLEANOUT <br />DETAIL vaR <br />SCALE: 1"=l' -O" <br />PAVEMENT - <br />CLASS J� <br />II AB <br />SAW CUT <br />PAVEMENT <br />6" MIN TYP <br />IMPROVED UNIMPROVED <br />AREAS AREAS <br />77 rffi-777-� <br />=IIIV� <br />III \ <br />i I L_ <br />- <br />BACKFILL WITH MATERIALS <br />BETTER THAN OR EQUAL TO <br />kEXISTING PAVEMENT AND BASE <br />IN QUALITY. NEW PAVEMENT 1" <br />THICKER THAN EXISTING <br />r PAVEMENT, 0.25 FEET MIN. <br />Ij NEW BASE 1 " THICKER THAN <br />EXISTING BASE, 0.5 FEET MIN. <br />-36", COMPACT IN 8" MAX <br />LAYERS TO A MINIMUM <br />RELATIVE COMPACTION OF 95% <br />d1il <br />--�-�-� �_VARIES, COMPACT IN 8" MAXLAYERS TO A MINIMUM <br />RELATIVE COMPACTION OF 90% <br />6" FM COMPACT IN 6" LAYERS TO <br />/j A MINIMUM RELATIVE <br />COMPACTION OF 90%, <br />SAND <br />VARIES <br />10" 10" <br />1 MIN 12" MIN <br />SCARIFY, MOISTURE CONDITION, AND COMPACT TO <br />MINIMUM OF 90% RELATIVE COMPATION <br />FORCE MAIN TRENCH <br />DETAIL vaR <br />SCALE: 3/4"=l' -O" <br />INSTALL BELL RESTRAINT FOR PVC <br />FOR DISTANCE INDICATED ON PP <br />SHEETS BOTH SIDES OF BEND <br />FITTINGS & RESTRAINTS SHALL <br />BE FULLY WRAPPED & SEALED <br />WITH 8 MIL POLYETHYLENE <br />DUCTILE IRON <br />OR PVC WITH <br />RESTRAINING <br />j� EARS OR MJ <br />FITTINGS <br />2 6" PIPE RESTRAINT — JOINT TRENCH <br />DETAIL vAR <br />SCALE: 3/4"=l' -O" <br />CAST IRON & H2O RATED FRAME & BOLT DOWN COVER, NEENAH <br />R6662 -TP, OR APPROVED EQUAL -7 <br />PRECAST\`-/\A;y\y <br />VAULT - <br />9" CLEARANCE <br />COMBINATION <br />AIR RELEASE <br />VALVE <br />2" THREADED <br />PLUG VALVE <br />6" FM <br />PROVIDE 1'0 <br />HOLE W/1 CU <br />FT AB BELOW <br />T2" MIN <br />CLEARANCE <br />- f UNION <br />WALL PENETRATION, <br />TYP. SEE 6 <br />'4 C5 <br />SADDLE <br />4" MIN PIPE BEDDING���/i��/����SECTION <br />NOTES: <br />1. CONTRACTOR SHALL PROVIDE SUPPORT FOR AIR VALVE <br />A 2. CAST IRON COVER SHALL HAVE BITUMINOUS COATING <br />PER AWWA C203 <br />CONCRETE CLASS B <br />DUCTILE IRON OR <br />PVC FITTINGS WITH <br />0I THRUST BLOCK <br />in <br />e� <br />6" FM <br />n — <br />4 \ <br />a a • p <br />A <br />THRUST BLOCKS <br />POURED AGAINST <br />W UNDISTURBED SOIL <br />THRUST BLOCK FOR HORIZONTAL BENDS <br />DETAIL vAR <br />SCALE: 3/4"=1'-0" <br />Q��LSS� SUBMITTED THIS LINE IS 1 INCH <br />DATE : AT FULL SCALE <br />IF NOT SCALE ACCORDINGLY <br />1 No. C66147 <br />APPROVED SCALE AS SHOWN <br />Exp. 6-30-08 <br />f� �Q DRAWN BY DTD <br />CALIF DATE : DESIGNED BY : TTT 1 ADDENDUM NO. 1 <br />-x-01 PROJ. MGR. N0. ZONE REVISIONS <br />-CONCRETE SUPPORT <br />6" CLASS II AB <br />4" VENT W/BUG <br />SCREEN, SHOWN <br />OUT OF SECTION, <br />SEE PLANS FOR <br />LOCATION <br />101 <br />CONCEALED PICKHOLE, <br />TYP OF 4, EACH LID <br />6" <br />48" <br />f� '1 <br />PLAN <br />3. CAST IRON SHALL BE PER ASTM A -48 -CLASS 30 COMBINATION AIR RELEASE VALVE <br />4 CODER PROVIDE MACHINED SEATING SURFACES FOR FRAME & DETAIL VAR <br />5. PROVIDE FLEXIBLE EXPANSION JOINTS APPROXIMATELY 3 SCALE: 3/4"=1'-0" <br />FEET FROM CARV VAULT ON BOTH PIPELINES ON BOTH <br />SIDES <br />6. SCARIFY, MOISTURE CONDITION, AND COMPACT <br />SUBGRADE TO A MINIMUM OF 90% RELATIVE COMPATION <br />MINIMUM REQUIRED LENGTH OF PIPE TO BE <br />RESTRAINED EACH SIDE OF BEND <br />PIPE SIZE &TYPE <br />90 <br />78.75 <br />45 <br />22.5 <br />11.25 <br />6" LINE <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />6 C900 (MECHANICALLY <br />V-6" <br />45' <br />2'-0" <br />2'-0" <br />RESTRAINED JOINTS) <br />pkv <br />36 <br />18' <br />9' <br />4' <br />2 —0 <br />DEAD <br />6" FM <br />�T <br />2'— 6 <br />2 —0 <br />8 LINE <br />22 1/2' <br />2 —0 <br />2 —0 <br />4' <br />48" <br />f� '1 <br />PLAN <br />3. CAST IRON SHALL BE PER ASTM A -48 -CLASS 30 COMBINATION AIR RELEASE VALVE <br />4 CODER PROVIDE MACHINED SEATING SURFACES FOR FRAME & DETAIL VAR <br />5. PROVIDE FLEXIBLE EXPANSION JOINTS APPROXIMATELY 3 SCALE: 3/4"=1'-0" <br />FEET FROM CARV VAULT ON BOTH PIPELINES ON BOTH <br />SIDES <br />6. SCARIFY, MOISTURE CONDITION, AND COMPACT <br />SUBGRADE TO A MINIMUM OF 90% RELATIVE COMPATION <br />MINIMUM REQUIRED LENGTH OF PIPE TO BE <br />RESTRAINED EACH SIDE OF BEND <br />PIPE SIZE &TYPE <br />90 <br />78.75 <br />45 <br />22.5 <br />11.25 <br />6" LINE <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />6 C900 (MECHANICALLY <br />V-6" <br />45' <br />2'-0" <br />2'-0" <br />RESTRAINED JOINTS) <br />44' <br />36 <br />18' <br />9' <br />4' <br />6" PIPE RESTRAINT — MIN. LENGTH <br />DETAIL vAR <br />NTS <br />WEST YOST <br />'1260 Lake Boulevard <br />Suite 240 <br />A S S O C I A T E S Davis, California 95616 <br />TTT 4/07 ( 530) 756-5905 <br />BY DATE Consulting Engineers FAX (530) 756-5991 <br />I <br />THRUST BLOCK AREA IS BASED ON <br />THE SIZE OF THE BRANCH LINE <br />y <br />MN^ <br />TYPICAL THRUST BLOCK <br />BEND <br />45' MAX, TYP <br />1' <br />TYPICAL SECTION THRU <br />THRUST BLOCK <br />�,. ..A" <br />1 <br />MIN <br />TYPICAL THRUST BLOCK <br />TEE OUTLET <br />MIN <br />TYPICAL THRUST BLOCK <br />DEAD END <br />NOTES: <br />1. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL <br />2. CONCRETE SHALL BE CLASS B <br />TYPICAL THRUST BLOCK <br />DETAIL vAR <br />NTS <br />County of San Joaquin JOB NUMBER <br />010-00-07-18 <br />Flag City Pump Station & Force Main <br />DRAWING NUMBER <br />PP13A <br />SHEET NUMBER <br />PIPELINE 160F 44 <br />DETAILS REVISION <br />U <br />0 <br />7 <br />11 <br />5 <br />K' <br />2 <br />THRUST BLOCK <br />AREA REQUIRED <br />FITTINGS <br />ALLOWABLE SOIL <br />1000 LBS PER <br />BEARING <br />SQ. FT. <br />6" LINE <br />OR SMALLER <br />"A" <br />"B" <br />22 112- <br />1'-6" <br />V-6" <br />45' <br />2'-0" <br />2'-0" <br />90' <br />3'-0" <br />2'-6" <br />TEE OUTLET <br />2'-6" <br />2 —0 <br />DEAD <br />END <br />2'— 6 <br />2 —0 <br />8 LINE <br />22 1/2' <br />2 —0 <br />2 —0 <br />4' <br />— <br />— <br />90' <br />4'-0" <br />3 —0 <br />TEE OUTLET <br />3 —0 <br />3-0, <br />DEAD <br />END <br />3 —0 <br />3'-0- <br />NOTES: <br />1. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL <br />2. CONCRETE SHALL BE CLASS B <br />TYPICAL THRUST BLOCK <br />DETAIL vAR <br />NTS <br />County of San Joaquin JOB NUMBER <br />010-00-07-18 <br />Flag City Pump Station & Force Main <br />DRAWING NUMBER <br />PP13A <br />SHEET NUMBER <br />PIPELINE 160F 44 <br />DETAILS REVISION <br />U <br />0 <br />7 <br />11 <br />5 <br />K' <br />2 <br />