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Home My WebLink About2514-6SUPPORT BOLT AND FACE PLATE (41/2" TOP SLAB) CATCH BASIN 'FACE PLATE ASSEMBLY CURB LINE T" 3/16"X10" FACE PLATE 1/4" RADIUS 3-04 BARS X(Wt60) IN ADDITION TO SHEET 1 OF 6 SHEET 2 OF 6 REINFORCING STEEL PER APPLICABLE 0 0 3•S• 3.5" 3.S' 4.5' 4.5' 5.5- 3.5' 3.5' 4.5' 4.5' rl., O ' CATCH BASIN STANDARD PLAN ho 3"I I N UJ UJ 651/ 2 II/16" RADIUS 3:12 0 0 3.5' 3.5' 4.5' 4.5 5.5 3.5- 4.5' 4.5' 5.5' 5.51(14.5' C UY 4:11 0 3.S' 3.5' 4.5' 4•S' 5•5 3.5• 3.51 47 5.5' -5' 4.5' 4.5' N it S d •'. NUMBER OF PROTECTION BAR a y 4A • • m W II/4■ V �Ip W- � FW- C IL HEX. NUTS I I/s" HOLE IN m y PLATE - ' 3/8" DIAMETER COUNTERSINK �� I/4 RADIUS :04... . •. • -In C. C. ON SUPPORT BOLT FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS a THAN 7". THREE REQUIRED FOR 7" CURB FACE. ADD ONE COUNTERSINK FOR EACH INCH OF CURB FACE GREATER • THAN 7" ° I"SUPPORT BOLT LENGTH ■ C. F. PLUS 6" ° A-18 FOR CURB BATTER LESS THAN 21 12 :'• •° 90 FOR CURB BATTER 2:12 THRU 4:12 ° ° ■ AS SHOWN ON PLANS FOR ALL OTHER CURB BATTER T SECTION OPENING FOR CONC. PLACEMENT(TYR) 3/16"X10" ,,-LOCATE WELDS IN INTERIOR FACE OF CATCHMENT FACE PLATE- LONGER SPAN SEG - BASIN END WALL 5/16"X10' FACE PLATE1/4 2 \ 3/4' DIA. I \ HOLE (TYP.) 3■I iv I 3/4" s/a X I let's_« Y"224-1 SQUARE „ HOLES I CARRIAGE BOLTS AND• HEX.NUTSl -12 ANCHOR �L END ANCHOR(TYP.) 6"X 3/8"X 8' SPLICE PLATE 2" 4" 411 lt-4 2" 2" 114V2 (ANCHOR JOINT END DETAIL SPLICE DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA•AGC CATCH BASIN 'FACE PLATE ASSEMBLY PLAN "'PLAN JOINT COOPERATIVE �°M'"" AND PROTECTION BAR 310-0 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 6 SUPPORT BOLT AND FACE PLATE (6'' TOP SLAB) CURB LINE 101/t. 5/Ig" X 131y1g" 3-04 BARS X(W+8") IN ADDITION TO FACE PLATE a REINFORCING STEEL PER APPLICABLE "RADI CATCH BASIN STANDARD PLAN In op op11/115* RADIUS J� �'•.� on /SURFACE COURSE TO BE iDEN- / TICAL WITH ADJOINING SPECIALX', N SIDEWALK AS SHOWN ON PLAN '--I I/.' HOLE •. IN PLATE NOTE: FOR DETAILS NOT SHOWN, SEE FACE PLATE (4-1/2" TOP SLAB) SHEET 1. SECTION OPENING FOR CONC. PLACEMENT(TYP.) LOCATE WELDS IN 5/16" X 131y " LONGER SPAN SEG - INTERIOR FACE OF CATCH MENT BASIN END WALL 5/I�■X 13IV, FACE PLATE FACE PLATE IN,3/4" DIA. �HOLE(TYP.) 12 2M 1 3" �• I 3/5"X II/t�� 3/4" s/�1/4 2 SLI SQUAR HOLESE CARRIAGE '\« I BOLTS AND _ I ■ HEX. NUTS ANCHOR '9"X 3/1 X 6" 2" 2" 114V2 ANCHOR END ANCHOR(TYP.) SPLICE PLATE 2" 4" 4" 2.. i END DETAIL JOINT SPLICE DETAIL FACE PLATE ANCHORS 8' r3/87-"-YPICAL 190. cy 1h" 0 STEEL ANCHORS, 21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 41/2" TOP SLAB TYPICAL 3i8 • •p All 1/2" 0 X 8" STEEL ANCHORS, 15" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR - 41/2" TOP SLAB 8• •• . 1/4 2 - �•. • 1 I• e • p 19. 1/2" 0 STEEL ANCHORS, '3/821" O.C. MAX., ALTERNATE, UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 6" TOP SLAB AMERICAN PUBLIC WORKS ASSOCIATION - SOUTI(IERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CATCH BASIN FACEPLATE ASSEMBLY AND PROTECTION BAR 310-0 SHEET 4 OF 6 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR _ SHEET 2 OF 6 1:12 FACE PLATE ANCHORS 8' r3/87-"-YPICAL 190. cy 1h" 0 STEEL ANCHORS, 21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 41/2" TOP SLAB TYPICAL 3i8 • •p All 1/2" 0 X 8" STEEL ANCHORS, 15" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR - 41/2" TOP SLAB 8• •• . 1/4 2 - �•. • 1 I• e • p 19. 1/2" 0 STEEL ANCHORS, '3/821" O.C. MAX., ALTERNATE, UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 6" TOP SLAB AMERICAN PUBLIC WORKS ASSOCIATION - SOUTI(IERN CALIFORNIA CHAPTER STANDARD PUN 310-0 SHEET 3 OF 6 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR PROTECTION BAR AND SUPPORT BOLT(S) WITH ADJUSTABLE STIRRUP(S) = (TYPE A� END ANCHOR WITH 3/4" DIA. PROTECTION BAR COUPLING AND SET FACE PLATE SCREW \r /' SUPPORT BOLT WITH ADJUSTABLE STIRRUP(TYP) END ANCHOR DOWNSTREAM/ END OF BASIN r I W ELEVATION FLATTEN ANCHOR END STD. 3/4" DRILL I/2" HOLE, TO PREVENT TURNING STEEL PIPE I/4" DEEP DRILL AND TAP HOLE AND INSTALL 3/8"-NCX 1/2'SOCKET SETSCREW / WITH 3/16" RECESSED HEX HOLE /• 2" 2" \ i11 11 1 �Ll J 7 J ` o \� STD. 3/4' STEEL COUPLING PROTECTION BAR TO FIT SNUG OVER ENTIRE/ b LENGTH (3/4 NPS THREAD) END ANCHOR DETAIL \ DOUBLE PROTECTION BAR DETAIL \\ ° ' \\ / • V W m m lI SUPPORT m BOLT PROTECTION / I ' 15/ BARADJUSTABLE STIRRUP o .�• I/2" DIA. � ••': DRILL AND TAP HOLE AND INSTALL - ..4' • 3/8"-NCXI/20SOCKET SET SCREW o WITH 3/16" RECESSED HEX HOLE PROTECTION BAR & STIRRUP LOCATION STIRRUP DETAIL (TYP.) I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 310-0 0 1 0 S•5' 3.5' 3.5- 4•S' 4.5-15-513.5- 3.5' 4.5' 4.5- CATCH BASIN FACEPLATE ASSEMBLY AND PROTECTION BAR W SHEET 4 OF 6 PROTECTION BAR AND SUPPORT BOLTS) WITH FIXED STIRRUP(S) - (TYPE B) 3/4" DIA. PROTECTION BAR SUPPORT BOLT AND SECTIONS MIN.) FACE PLATEFIXED STIRRUP(TYR) THREADED EACH END(1/2"NPT) I AP(N PE 1/2" PIPE 1/2" PIPE /2"PPEYE BOLT /COUPLING(NPT)r(2 EYE BOLTS CAP (NPT) ELEVATION FACE PLATE cl WI X3/4"HOLE <11 m m �m -5/8" EYE BOLT WITH HEX NUTS v �-PROTECTION BAR R ■ 5/8" , . D• • O . • , C EYE BOLT DETAIL FACE PLATE I • wl TYP. 1/4 1 I/e" HOLE ml /� i K m / 3Sv SUPPORT BOLT 1/2" 0 FIXED/ STIRRU P� % PROTECTION BAR R•5/8" / STIRRUP DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 310-0 0 1 0 S•5' 3.5' 3.5- 4•S' 4.5-15-513.5- 3.5' 4.5' 4.5- CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR W SHEET 5 OF 6 NOTES: GENERAL 1. ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS. 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION. 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS. 4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. FACE PLATE 5. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12 INCHES EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAY". 6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22 FEET AND 43 FEET, TWO SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL: SPLICE SHALL BE PLACED ONE FOOT FROM A SUPPORT BOLT. 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED ONE FOOT FROM THE SPLICE. 8. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTdR, KSN WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. SUPPORT BOLT 9. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7 FEET OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN 5 FEET ON CENTER. STIRRUP 10. FOR TYPE A, THE MATERIAL SHALL BE CAST STEEL. PROTECTION BAR 11. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 12. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W" IS OVER 21 FEET, THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 5 -INCH LENGTH OF STANDARD 3/4 -INCH PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR. 13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED. 14. NUMBER OF PROTECTION BARS AND LOCATION(S) AR AS FOLLOWS: MAXIMUM CURB FACE D: 0:12 0 1 0 S•5' 3.5' 3.5- 4•S' 4.5-15-513.5- 3.5' 4.5' 4.5- 4.5' W _ Q 1:12 0 0 3•S• 3.5" 3.S' 4.5' 4.5' 5.5- 3.5' 3.5' 4.5' 4.5' 5.5' O m 1:12 0 0 3.5' 3.5' 4.5' 4.5' 5.5 3.5' 3.5' 4.5- 4.5- 5.5- 5.5- N UJ UJ m 2 3:12 0 0 3.5' 3.5' 4.5' 4.5 5.5 3.5- 4.5' 4.5' 5.5' 5.51(14.5' C UY 4:11 0 3.S' 3.5' 4.5' 4•S' 5•5 3.5• 3.51 47 5.5' -5' 4.5' 4.5' N 0 t 2• 3• NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER. SEE PROJECT PLANS • TYPE A PROTECTION BAH ONLY AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN . 310-0 SHEET 6 OF 6 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR ECORD DRAWING" 1V THESE RECORD DRAWINGS HAVE BEEN pREPARED� , IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL' NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH IIWNE BEEN INCORPORATED INTO THE DOCUMENTS AS AWSULT THEREOF •hy, *N* CITY OF FUNTANA'BLANK BASE - 23[0, 2551 PF: 1050 15 05 -Sep -97 02:48 PM / 126-1050-