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N1 <br />Sidewalk 9 4" throat <br />�2 Min. opening <br />CUT OR FILL <br />1 0 2S' 0.42 0 25 TO TOP OF DIKE <br />1/2 dia. <br />bolt <br />0 <br />LO <br />BOSS to hold x0 0 — r VARIES <br />grate in place E E <br />24" dia. conc. 12" dia. N -4 L SEE NOTE <br />pipe (see note min. — <br />LEVEL LINE <br />no. 5) S= .01 min. <br />12,> <br />all 6" <br />AC DIKE DETAIL <br />3" <br />NOTE- EXTEND THE TOP LAYER OF ASPHALT CONCRETE ON THE <br />SHOULDER UNDER THE DIKE WITH NO JOINT AT THE EDGE OF THE SHOULDER. <br />CATCH BASIN DETAIL <br />NOT TO SCALE <br />OF SELECT FILL <br />1'=4' <br />--_EL._SWALE_, <br />2 <br />1 <br />MIN. Boss to hold <br />MAX. grate in place <br />4" throat <br />opening <br />CATCH BASIN A <br />CATCH BASIN A NOTES: <br />1. GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW—M7 <br />2. 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON—REINFORCED <br />CONCRETE PIPE AS A MINIMUM. <br />3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br />CATCH BASIN B <br />CATCH BASIN B NOTES: <br />1. All exposed steel shall be dipped with <br />2 coats of coal tar pitch heated to a <br />minimum of 180' or galvanized. <br />2. Grate, frame and side inlet shall conform to <br />South Bay Foundry A-645 frame with either A-390 <br />rivited or A -390—M fabricated steel grate. <br />3. Grate shall be chained to frame. <br />4. Grate shall be depressed 1" below gutter <br />profile grade. <br />5. 24" pipe barrel shall be class II R.C.P., or <br />class 2 or 3 non—reinforced concrete pipe. <br />CATCH BASIN CONNECTION DETAIL <br />NOT TO SCALE <br />12' <br />6' -2 -(MIN) <br />12' <br />I <br />INSTALL 6' HIGH MASONARY <br />SOUND WALL (BY OTHERS) <br />(NATIVE MATERIAL) <br />® BERM DETAIL <br />N.T.S. <br />2' <br />1' LIFTS, 90% R.C. <br />2"0 MANIFOLD LINE WITH <br />0.5"0 EMITTERS ® 2' O.C. <br />LOT DRAINAGE SWALE <br />1"=2' <br />22' <br />ORIGINAL GROUND <br />2' OVER EXCAVATION & REPLACEMENT <br />OF SELECT FILL <br />ACCESS PATH <br />CONSTRUCT V -DITCH - <br />WITH 2:1 SIDE SLOPES <br />0 <br />12" DIA. <br />MIN. <br />24" <br />dia. conc.— <br />pipe <br />(see note <br />-f <br />, <br />no. <br />5) S=0.o1 FT/p. MIN. 12" dia. <br />12„ <br />v <br />r <br />min. <br />/ <br />S= .01 min. <br />3" <br />4 4- <br />.111•.1•:/. 1 <br />/'� C„ <br />CLASL"B <br />. , . •. . <br />; 4 4, 4 4 4 <br />V <br />CONCRETE <br />'� '� '� '� '� '� '� <br />'� <br />CATCH BASIN A <br />CATCH BASIN A NOTES: <br />1. GRATE AND FRAME SHALL CONFORM TO IMPROVEMENT STANDARD NO. CW—M7 <br />2. 18" PIPE BARREL SHALL BE CLASS III R.C.P., OR CLASS 2 NON—REINFORCED <br />CONCRETE PIPE AS A MINIMUM. <br />3. CATCH BASIN MAY BE USED WHERE APPROVED BY THE AGENCY. <br />CATCH BASIN B <br />CATCH BASIN B NOTES: <br />1. All exposed steel shall be dipped with <br />2 coats of coal tar pitch heated to a <br />minimum of 180' or galvanized. <br />2. Grate, frame and side inlet shall conform to <br />South Bay Foundry A-645 frame with either A-390 <br />rivited or A -390—M fabricated steel grate. <br />3. Grate shall be chained to frame. <br />4. Grate shall be depressed 1" below gutter <br />profile grade. <br />5. 24" pipe barrel shall be class II R.C.P., or <br />class 2 or 3 non—reinforced concrete pipe. <br />CATCH BASIN CONNECTION DETAIL <br />NOT TO SCALE <br />12' <br />6' -2 -(MIN) <br />12' <br />I <br />INSTALL 6' HIGH MASONARY <br />SOUND WALL (BY OTHERS) <br />(NATIVE MATERIAL) <br />® BERM DETAIL <br />N.T.S. <br />2' <br />1' LIFTS, 90% R.C. <br />2"0 MANIFOLD LINE WITH <br />0.5"0 EMITTERS ® 2' O.C. <br />LOT DRAINAGE SWALE <br />1"=2' <br />22' <br />ORIGINAL GROUND <br />2' OVER EXCAVATION & REPLACEMENT <br />OF SELECT FILL <br />ACCESS PATH <br />CONSTRUCT V -DITCH - <br />WITH 2:1 SIDE SLOPES <br />0 <br />