OVERFLOW GRATE—
ELEV. 117.20
NOTES:
MANHOLE COVER AND FRAME TO BE CAMPBELL No. 1203 OR APPROVED EQUAL, SET IN A FULL BED OF MORTAR TO CONFORM TO THE GRADE AND CROWN OF THE ROAD. 2 IF WALL CONSTRUCTION IS OTHER THAN CONCRETE THE WALLS SHALL BE PLASTERED, BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 3 FOOTING TO BE N.J.D.O.T. CLASS "C" CONCRETE. 4 INVERT TO BE N.J.D.O.T. CLASS "C" CONCRETE. 5 FRAME AND GRATE TO BE TYPE NO. 1202 AS MANUFACTURED BY CAMPBELL FOUNDRY CO., OR EQUAL. 6 PROVIDE 3/4" DIA. ALUMINUM LADDER, RUNGS 18" ON CENTER. 7 WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE TOP OF MANHOLE FRAME TO INVERT, SHALL BE 12" THICK. THE FOUNDATION DIMENSION SHALL INCREASED TO 12" IN WIDTH AND TO 12" IN DEPTH.
PLAN
END VIEW OF INLET END ONLY
OUTLET STRUCTURE N.T.S.
DS-231 2 ft. Cast Iron Trench Drain Grate Black 1 15.00 22.6 2 ft. heavy duty cast iron trench drain grate. ADA compliant Open surface area 15.27 square inches per foot. H-20 Load Rating.
DS-232 2 ft. Ductile Iron Trench Drain Grate Black 1 16.00 22.6 2 ft. heavy duty ductile iron trench drain grate. ADA compliant Open surface area 15.27 square inches per foot. H-20 Load Rating.
"O" RING FLEXIBLE WATERTIGHT RUBBER GASKET JOINT AS PER ASTM C443
STORM DRAINAGE MANHOLE
GENERAL NOTES: 1. ALL EDGES TO BE CHAMFERED 1" 2. CONCRETE TO BE N.J.D.O.T. CLASS "C" 3. APRONS TO BE 6" THK. CONC., FLAT AT OUTLET END, DISHED AT INLET END
B
4. EXPOSED PORTIONS OF WALL TO BE RUBBED AND FLOATED. 5. FOR ARCH PIPE, THE SPAN SHALL BE SUBSTITUTED FOR D.
GENERAL NOTES 1. FOOTER AND INVERT TO BE NJDOT CLASS "B" CONCRETE.
A
B 4
CASTING TO BE CAMPBELL FOUNDRY NO. 26 OR EQUIVALENT
GENERAL NOTES
. PROVIDE ALUMINUM LADDER RUNGS 18" O.C
1. FOOTER AND INVERT TO BE NJDOT CLASS "B" CONCRETE. 2. IF WALL CONSTRUCTION OTHER THAN CONCRETE THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 3. CASTING TO BE CAMPBELL FOUNDRY NO. 3425 OR EQUIVALENT 4. PROVIDE ALUMINUM LADDER RUNGS 18" O.C. 5. WHEN ADDITIONAL DEPTH IS SCHEDULED WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12" THICK IF CONCRETE OR DOUBLE BLOCK IF BLOCK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH. 6. SLAB TO BE NJDOT CLASS "B" CONCRETE.
. WHEN ADDITIONAL DEPTH IS SCHEDULED WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT, SHALL BE 12" THICK IF CONCRETE OR DOUBLE BLOCK IF BLOCK. THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.
A
A 4
STORM SEWER PIPE BEDDING
N.T.S.
6" IF CONCRETE OR CONCRETE BLOCK 8" IF CONCRETE BRICK
12" Thick Stone Footing
SECTION A-A THROUGH INVERT DETAIL
SECTION B-B TERMINAL INVERT DETAIL
ELEVATION
N.T.S.
TYPE B INLET
6 YARD TRASH BIN
TYPE "E" INLET
USE ONLY DS-231 CAST IRON OR DS-232 DUCTILE IRON GRATES WITH DUCTILE IRON FRAME
WEIGHT OF PLATE = 300 LBS
PLAN VIEW
DUMPSTER ENCLOSURE
FRONT ELEVATION
SECTION B-B
N.T.S.
SECTION A-A
1. USE DRIVEWAY ACCESS PLATE ON TYPE B, B1, B2, OR C INLET WHERE CURB PIECE HEIGHT OF 2 INCHES IS REQUIRED AT DRIVEWAYS OR AT GUIDE RAIL TERMINALS. 2. THE NEW INLET TYPE B OR TYPE C CASTING WILL BE FITTED WITH DRIVEWAY ACCESS PLATE IN LIEU OF CURB PIECE. PAYMENT WILL BE MADE UNDER EITHER "SET INLET TYPE B, CASTING" OR "RECONSTRUCTED INLET, TYPE _ , USING NEW CASTING."
Set trench drain in channel surrounded by 8" of concrete with a minimum of 3,500 psi. Install #4 re-bar to stabilize drain while concrete is being poured. Make sure re-bar is 1" below finished surface.
Set trench drain in channel surrounded by 8" of concrete with a minimum of 3,500 psi. Install #4 re-bar to stabilize drain while concrete is being poured. Make sure re-bar is 1" below finished surface.
FRONT ELEVATION
3. SEE INLET TYPE B AND TYPE C CASTING DETAIL.