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3/8" BRASS DISK, DRILL TO FLANGE <br />PATTERN (FOR USE W/PVC PIPE) 6" MIN TYP BACKFILL WITH MATERIALS <br />10 PAVEMENT IMPROVED UNIMPROVED BETTER THAN OR EQUAL TO <br />18"x36" CONCRETE UTILITY BOX AREAS AREAS EXISTING PAVEMENT AND BASE <br />TO HOUSE BOTH CLEANOUTS WITH GASKET IN QUALITY. NEW PAVEMENT 1 " <br />CAST IRON H2O RATED LID FLANGE ADAPTOR THICKER THAN EXISTING <br />,loco_ PAVEMENT, 0.25 FEET MIN. <br />AC PAVEMENT SS BOLT, - / „ <br />TYP <br />CLASS -III \/ j NEW BASE 1 THICKER THAN <br />- - V/\ / \ II AB EXISTING BASE, 0.5 FEET MIN. <br />PAVEMENT <br />\jAAj AAice SAW CUT <br />\\ 00:)/ \\ <br />9 /V// -36", COMPACT IN 8" MAX <br />LOCATOR WIRE IN BOX LAYERS TO A MINIMUM <br />INSULATION -III RELATIVE COMPACTION OF 95% <br />- <br />ISO -FOAM �,�� o �o°o�( " <br />OR EQUAL ���-, �� ?\ ��?c 6 CLASS II AB — _ — _ _ — <br />VARIES COMPACT IN 8" MAX <br />18" LAYERS TO A MINIMUM <br />�_I I_I=I I_M_ 1 =1 1RELATIVE COMPACTION OF 90% <br />8 6 FM N COMPACT IN 6" LAYERS TO <br />A MINIMUM RELATIVE <br />rl <br />COMPACTION OF 90%, 1/2" <br />\\ CRUSHED ROCK OR SAND <br />7 <br />L <br />lei <br />NOTES: <br />1. CLEANOUT FITTINGS <br />SHALL BE C900 <br />PVC OR DIP <br />2. ALL JOINTS SHALL <br />BE RESTRAINED <br />45' BEND <br />INSTALL LOCATOR WIRE PER 8 <br />C5 <br />CLEANOUT <br />DETAIL vaR <br />SCALE: 1"=l' -O" <br />VARIES <br />NON -WOVEN ��/j\� <br />GEOTEXTILE \<, 10" <br />- <br />FABRIC 10" 10" <br />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"=1'-0" <br />INSTALL BELL RESTRAINT FOR PVC <br />FOR DISTANCE INDICATED ON PP <br />D SHEETS BOTH SIDES OF BEND <br />I <br />FITTINGS & RESTRAINTS SHALL <br />\ BE FULLY WRAPPED & SEALED <br />WITH 8 MIL POLYETHYLENE <br />T <br />v 4 \ DUCTILE IRON <br />OR PVC WITH <br />RESTRAINING <br />EARS OR MJ <br />FITTINGS <br />3 <br />C�� C1A <br />6" PIPE RESTRAINT — JOINT TRENCH <br />2 <br />DETAIL vAR <br />SCALE: 3/4"=1'-0" <br />D <br />Q�QFESS/ SUBMITTED THIS LINE IS 1 INCH <br />DATE AT FULL SCALE <br />IF NOT SCALE ACCORDINGLY <br />1 <br />No. C 7 APPROVED SCALE AS SHOWN <br />Exp. 6-30-08 >f DRAWN BY : DTD <br />Q <br />CA��F\ DATE DESIGNED BY : <br />4 -K -&l PROD. MGR. : G JF NO. ZONE <br />CAST IRON & H2O RATED FRAME & BOLT DOWN COVER, NEENAH <br />R6662 -TP, OR APPROVED EQUAL -7 <br />PRECAST\y\A�yv <br />VAULT - <br />9" CLEARANCE a <br />COMBINATION <br />AIR RELEASE <br />VALVE <br />2" THREADED <br />PLUG VALVE ° a <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 />°° C5 <br />SADDLE <br />4" MIN PIPE BEDDING �V�//���/ice%��� 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 />THRUST BLOCK <br />e4 <br />° 6" FM <br />a\ <br />v <br />//�� �V ` • 6" FM <br />��'—�THRUST BLOCKS <br />POURED AGAINST <br />UNDISTURBED SOIL <br />THRUST BLOCK FOR HORIZONTAL BENDS <br />DETAIL vaR <br />SCALE: 3/4"=1'-O" <br />—CONCRETE SUPPORT <br />i <br />6" CLASS II AB <br />T <br />4" VENT W/BUG <br />SCREEN, SHOWN <br />OUT OF SECTION, <br />SEE PLANS FOR <br />LOCATION <br />IN <br />CONCEALED PICKHOLE, <br />TYP OF 4, EACH LID <br />\ � 6" <br />r� 48" <br />PLAN <br />3. CAST IRON SHALL BE PER ASTM A -48 -CLASS 30 COMBINATION AIR RELEASE VALVE <br />4. PROVIDE MACHINED SEATING SURFACES FOR FRAME & DETAIL 3 <br />COVER 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 />"B" <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />6 C900 (MECHANICALLY <br />90' <br />3'-0" <br />2'-6" <br />TEE OUTLET <br />2'-6" <br />RESTRAINED JOINTS) <br />44' <br />36' <br />18' <br />9' <br />4' <br />22 1/2' <br />— 0 <br />2 —0 <br />45" <br />�i <br />— <br />90' <br />4-0 <br />3 —0 <br />TEE OUTLET <br />3'— 0 <br />3 —0 <br />DEAD END <br />3'— 0 <br />3 —0 <br />6" FM <br />r� 48" <br />PLAN <br />3. CAST IRON SHALL BE PER ASTM A -48 -CLASS 30 COMBINATION AIR RELEASE VALVE <br />4. PROVIDE MACHINED SEATING SURFACES FOR FRAME & DETAIL 3 <br />COVER 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 />"B" <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />BENDS <br />6 C900 (MECHANICALLY <br />90' <br />3'-0" <br />2'-6" <br />TEE OUTLET <br />2'-6" <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 ES Davis, California 95616 <br />( 530) 756-5905 <br />Consulting Engineers FAX (530) 756-5991 <br />REVISIONS BY DATE <br />I <br />MIN <br />TYPICAL THRUST BLOCK <br />BEND <br />45' MAX, TYP <br />1' <br />TYPICAL SECTION THRU <br />THRUST BLOCK <br />THRUST BLOCK AREA IS BASED ON <br />THE SIZE OF THE BRANCH LINE <br />IB" <br />lB <br />y <br />1' ,.A,! <br />A' MIN �� <br />1 I . <br />MIN ::/— <br />TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK <br />TEE OUTLET DEAD END <br />THRUST BLOCK <br />AREA REQUIRED <br />FITTINGS <br />ALLOWABLE SOIL <br />1000 LBS PER <br />BEARING <br />SQ. FT. <br />6 LINE OR SMALLER <br />"A" <br />"B" <br />22 1/2' <br />V-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 END <br />2 —6 <br />2 —0 <br />8 LINE <br />22 1/2' <br />— 0 <br />2 —0 <br />45" <br />— <br />— <br />90' <br />4-0 <br />3 —0 <br />TEE OUTLET <br />3'— 0 <br />3 —0 <br />DEAD END <br />3'— 0 <br />3 —0 <br />S <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 DRAWING NUMBER <br />PP13 <br />SHEET NUMBER <br />PIPELINE 160F 44 <br />DETAILS REVISION <br />N 0 P <br />1( <br />til <br />R <br />7 <br />5 <br />L; <br />3 <br />2 <br />