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!! P�R t t L DEFLECTION I LAPIN AXI UM PERMISSIBLE I LE DEFLECTION IN LAYING ,x ~, _x "i � No " ' r `� <br />4 -0 � 4 -0 � 2® - <br />x ° i O - - - -- - - <br />,' <br />MECHANICAL JOINT PIPE` PUSH ON JOINT PIPE 3-0 <br />- - - -- 0 1E <br />��' ' REQUIRED .`� 3 -0 3 -0 ( it, Z <br />C1j - - - <br />U <br />Q <br />PIPE Dl A. 6` 8' 10, 12" 16" 20 "" 24" 30" �- y � " <br />0 10 20 30 40 50 80 70 >30 90 100 110 120 130 140 t50 IBO ` 170• 180 I90 <br />DEFLECTION 4' -25" 3 ° -51 3 °-42• 3' -8" 2`2t t ° -55 i'.35 i• -f0 <br />THRUST TO BE RESISTED (KIPS) � <br />`L RATING NUT _ _..__— - - - -- � • �' <br />_ -_- AND OR s1DEOF ALLOWABLE DEFLECTION PER JOINT EE TABLE FINAL FINISHED GRAD EXCAVATION <br />L L AND SPIGOT PIPE <br />REINFORCING FITTING SELLS TO � <br />TOWN OFLEXINGTON STANDARD STEEL IF BE KEPT FREE <br />HYDRANT IS AMERICAN DARLING -REQUIRED <br />PUMPER CONNECTION 8- 50-8-3 "OPEN RIGHT HYDRANT ��NE�AL N ®TES F° -� � °1 °i ��OFCONCRETE Z) o <br />FACES ROAD WITH E°MECHANICAL JOINT BASE — <br />- _ <br />- <br />CON1eECTION. TWO HOSE NOZZLES ;, , f I ;. <br />NOZZLE MUST BE SET AT AND ONE STEAMER NOZZLE. i. ALL WATER MAIN PIPE SHALL BE CEMENT p" I-0 TYP <br />AI,IIPtIirAUM OF 1 -3 AND LINEOCAST IRON OR DUCTILE IRON PIPE <br />MAXIMUM OF 2 -0" FOR PRESSURE CLA55 150 THICKNESS CLASS 22 <br />BREAKTYP£FLANGE ANDSHALLCONFORMTOUSAS Ali -6 OR "; `,._:' •: �� �1 -0TYPE <br />T MINI M WITH GRANITE CURB A21 -8 AND A21-e4 FOR CAST IRON AND A21- Si•- '--- -4 <br />® - -- , <br />S -O" WITH BITUMINO CONCRETE CURB" FOR DUCTILE LRON. <br />--�-� { 2 FITTING,5 SHALL BE CEMENT LINED CAST IRON` CLEAR .. 2` O'TYPE I <br />-CRA %S PLOT CLASS 250 CONFORMING TO USAS API -10 - -- -- '- _1_ - -- . -_ - -_ — - --- - -..h- -- <br />TABLE OF BEARING AREAS IN SQUARE FEET AGAINST <br />UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS <br />SIZE OF <br />MAIN (IN.) <br />45° <br />BEND <br />TEES B <br />PLUGS <br />221/20 <br />BEND <br />8" B LESS <br />8 <br />t0 <br />8 <br />I mit, i lil,l::. <br />22 <br />16 <br />13 <br />:# <br />Q U <br />, <br />®� <br />► ► <br />SULM <br />►► <br />Errs <br />�� <br />s • <br />• o <br />• <br />} <br />4 <br />I ss <br />•s <br />s <br />•• <br />!! P�R t t L DEFLECTION I LAPIN AXI UM PERMISSIBLE I LE DEFLECTION IN LAYING ,x ~, _x "i � No " ' r `� <br />4 -0 � 4 -0 � 2® - <br />x ° i O - - - -- - - <br />,' <br />MECHANICAL JOINT PIPE` PUSH ON JOINT PIPE 3-0 <br />- - - -- 0 1E <br />��' ' REQUIRED .`� 3 -0 3 -0 ( it, Z <br />C1j - - - <br />U <br />Q <br />PIPE Dl A. 6` 8' 10, 12" 16" 20 "" 24" 30" �- y � " <br />0 10 20 30 40 50 80 70 >30 90 100 110 120 130 140 t50 IBO ` 170• 180 I90 <br />DEFLECTION 4' -25" 3 ° -51 3 °-42• 3' -8" 2`2t t ° -55 i'.35 i• -f0 <br />THRUST TO BE RESISTED (KIPS) � <br />`L RATING NUT _ _..__— - - - -- � • �' <br />_ -_- AND OR s1DEOF ALLOWABLE DEFLECTION PER JOINT EE TABLE FINAL FINISHED GRAD EXCAVATION <br />L L AND SPIGOT PIPE <br />REINFORCING FITTING SELLS TO � <br />TOWN OFLEXINGTON STANDARD STEEL IF BE KEPT FREE <br />HYDRANT IS AMERICAN DARLING -REQUIRED <br />PUMPER CONNECTION 8- 50-8-3 "OPEN RIGHT HYDRANT ��NE�AL N ®TES F° -� � °1 °i ��OFCONCRETE Z) o <br />FACES ROAD WITH E°MECHANICAL JOINT BASE — <br />- _ <br />- <br />CON1eECTION. TWO HOSE NOZZLES ;, , f I ;. <br />NOZZLE MUST BE SET AT AND ONE STEAMER NOZZLE. i. ALL WATER MAIN PIPE SHALL BE CEMENT p" I-0 TYP <br />AI,IIPtIirAUM OF 1 -3 AND LINEOCAST IRON OR DUCTILE IRON PIPE <br />MAXIMUM OF 2 -0" FOR PRESSURE CLA55 150 THICKNESS CLASS 22 <br />BREAKTYP£FLANGE ANDSHALLCONFORMTOUSAS Ali -6 OR "; `,._:' •: �� �1 -0TYPE <br />T MINI M WITH GRANITE CURB A21 -8 AND A21-e4 FOR CAST IRON AND A21- Si•- '--- -4 <br />® - -- , <br />S -O" WITH BITUMINO CONCRETE CURB" FOR DUCTILE LRON. <br />--�-� { 2 FITTING,5 SHALL BE CEMENT LINED CAST IRON` CLEAR .. 2` O'TYPE I <br />-CRA %S PLOT CLASS 250 CONFORMING TO USAS API -10 - -- -- '- _1_ - -- . -_ - -_ — - --- - -..h- -- <br />TABLE OF BEARING AREAS IN SQUARE FEET AGAINST <br />UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS <br />SIZE OF <br />MAIN (IN.) <br />45° <br />BEND <br />TEES B <br />PLUGS <br />221/20 <br />BEND <br />8" B LESS <br />8 <br />t0 <br />8 <br />t0" B 12" <br />22 <br />16 <br />13 <br />:# <br />r, v- -L <br />_g <br />z 0, <br />�TYP <br />1•- 0- I <br />-- <br />I <br />TYP it <br />U <br />> <br />:# <br />Q U <br />, <br />