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