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Home My WebLink About4082-5AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN PROMULQATED BY THE CATCH BASIN FACE PLATE ASSEMBLY METRIG PUBLIC WORKS STANDARDS INC., GREENBOOK COMMFT7EE 310-1 1984 AND PROTECTION BAR REV� 1996 SHEET I OF 6 USE MTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SUPPORT BOLT AND FACE PLATE (150mm (6") TOP SLAB) CURB LINE 270 mm (10 1/2") �-3-15m (04) BARS X (W + 150 rran(6')) 150 mm (61 IN ADDITION TO REINFORCING STEEL PER APPLICABLE CATCH 8 mm x 348 MITI 5 mm (1/40) El.- BASIN STANDARD PLAN F (5/16, x 13 11/16 )0 1/4) RADIUS FACE PLATE rk, -A 2 I FACE PLAT'E ANCHORS E 200 mm (8) ......... . ... STANDARD PI -AN i_6_;-7___<TYPICAL METRIC 310-1 PROTECTION BAR SHEET 3 OF 6 SHEET 1 OF 2 4 IDENTICAL WITH ADJOINING SPECIAL SIDEWALK AS SHOWN /0 ON PLANS E 65050' N 4> 20 mm 01/169 0 0 j E RADIUS E u , q7� 0 ca 104 4 w 13 mm (1/210 STEEL ANCHORS, .525 mm (211O.C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWn HOOK ANCHOR 120 mm (4 1/21) TOP SLAB --<TYPICAL 3 0 mm (1 1/8* E HOLE IN PLAT 30 10 mm mm W=z (1 1/41 I FACE PLAT'E ANCHORS E 200 mm (8) ......... . ... STANDARD PI -AN i_6_;-7___<TYPICAL METRIC 310-1 PROTECTION BAR SHEET 3 OF 6 SHEET 1 OF 2 E ckj E N 9 0 0 N, 0 u , q7� 13 mm (1/210 STEEL ANCHORS, .525 mm (211O.C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWn HOOK ANCHOR 120 mm (4 1/21) TOP SLAB --<TYPICAL 10 mm 7. ca E cm ZZ, 13 nun 0/2') X 200 mm (W) STEEL ANCHORS. MAX. 375 mm 05*N.C. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR 120 mm (4 1/2") TOP SLAB 6 mm V 50(2) (1/4) 13 mm (1/2')0 STEEL A ORS� 52.5 mm (21') O.C. MAXI M Ile ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN - HOOK ANCHOR - 150mm (60) TOP SLAB. AMERICAN PU13LIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER ......... . ... STANDARD PI -AN CATCH BASIN FACE PLATE ASSEMBLY AND METRIC 310-1 PROTECTION BAR SHEET 3 OF 6 DRILL 13 mm 0 /2") HOLE. 6 m m (1/4') DEEP - w c,,J 0 __j Li c I ) 0 METRIC 310-1 ,SHEET 4 OF 6 0 FACE PLATE -20 n-Im (3/41 HOLE ILL. 15 mm (5/8') EYE BOLT 0_1 WITH HEX. NUTS VPROTECTION BAR _R=16 mm (5/8') EYE BOLT DETAIL 001011i m FACE PLATE I/so) HOLE SUPPORT BOLT R=�6 mm 15 mm 0/2'� 01� FIXED STIRRUP PROTECTION BAR If STIRRUP DETAIL st palm, nil milm CATdfl____B ------ A - S--'- i _N _FA- C- - E-- -P L, - A T -"E-, - A - - 8 - S-- -EN B_ LY' A- -'N-- _D_ PROTECTION BAR m Ic 310-1 SHEET 5 OF 6 NOTES: GENERAL I - 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. 5, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC, BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. FACE PLATE 6, FACE PLATE LENGTH$ SHALL BE CATCH BASIN W PLUS 300 mm 02') EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAYo. 7� WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 6.5 m (22') AND 13 m (43'), TWO SEC- TIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 13 m (43), THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED 300 mm 09 FROM A SUPPORT BOLT. 8� WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, T14E MAXIMUM CHORD LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED 25 mm (M. WHERE MORE THAN ONE CHORD IS REOUIRED, CHORD LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLI- CABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED 300 mm W) FROM THE SPLICE. 9. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSN WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. SLJPPORT BOLT 10. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING 15 2 m (7') OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN I m (3'-6*) ON CENTER NOR GREATER THAN 1.5 m (5) ON CENTER. STIRRUP 11. FOR TYPE A. MATERIAL SHALL BE CAST STEEL. Pft,0TECLTION BAR 12� TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 13. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN 'W" IS OVER 6 m (21'). THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF' A 125 mm (5) LENGTH OF STANDARD 20 mm (3/4') PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR, 14. FOR TYPE 8, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED. 15. NUMBER OF PROTECTION BARS AND LOCATION($) ARE A3 FOLLOWS*. MAXIMUM CURB FACE T5_0n�m_ 175 mi .00 -5-5 -mm 5_6 -mm �775-rrW 3-5- T2-5n� _�S_Onw 375 400 45 -mm 450 w W) W) 80) (90) (100) (110) 02") (131 041 (151 (161 (Ir) 081 0.12 0 0 90 mm 90 mm 90 mm 115 mm 115 mm 140 mm 90 mm 90 mm 115 mm 115 nwn 115 mm (3-50) (3-51 (5.5*) (4,51 (4,51 (5.5) (3�50) (3.51 (4.5') (4.51 (4.5') uj z 1.12 0 9 0 rrwn 90 mm 90 mm 115 mm H5 mm 140 mm 90 mm 90 mm 115 mm 115 nmnm T4 -0m m 0 (3.5') (&51) (3.51 (4�5') (4.51 (5.5*) (3-51) (3.5*) 0,51 (4,59 (5.5') 90 mm 90 rw 115 mm 115 mm 140 90 mm 90 mm 115 11 140 mm -140mm CO 2:12 0 0 (3.5") (4.5) (4-50) (5.50) (3.5") (3.5") (4-59 (4,50) (5.59 (5-54 u' w____ - ' - - ___, :2 tr 3:12 0 0 90 mm 90 MITI 115 mm 1115 mm 140 m 90 mm 115 mm 115 mm 140 140 mm 115 mm (4.5') (4.5) (5.5') (3.50) (4.50) (4.5") (5.59 (5.50) (4.50) 4-12 0 90M 0 mm 115 rnm 115 40 mirN;ll 190 mm 115 mm 115 mm 140 m 115 mm 115 mm �jm(9 .5 �357 �("4N') (4.5m")r3 1(5.5*) Cl (4.5) (4.15'). (4.51 0 3* NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS * TYPE A PROTECTION BAR ONLY AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN CATCH BASIN FACE PLATE ASSEMBLY AND METRIC 310-1 PROTECTION BAR SHEET 6 OF 6 I DRILL AND TAP HOLE AND INSTALL 20 mm x 32 mm (3/4' x 1 1/4') STAINLESS STEEL SOCKET SET SCREW WITH 10 mm (3/es) 20 mm (5/4") DIA. RECESSED HEX HOLE ALL PICK HOLE THREADS TO BE NC. 50 mm x 25 mm (2' x 1") DIAMOND MAT 3 mm (1/80) AGENCY DESIGNATED I TION. ALL LETTERS 2,5 mm 0") HlbH INSTALLATION LOCKING DEVICE E E INSTALL LOCKING ICI E DEVICE LO At tA LOCKING DEVICE E- 2 mm (1/161) 350 mm (14') E '2 mm (1/161) 0 2 mtn' (7/89 3 mm (/81) 3 m Val PLANL n, m -, mm (1/8') R E' nun E- 0/8-) R EN E �4 600 mm (25 5/8') OUTSIDE DIA. OF COVER DETAIL 'B* E E 6 mm x DETAIL 'C' 4EEEE -mm (1/4*) 0 0 2 mm 20 mm 12 mm X (1/2") 3 mm 3/4") EE 559M 21 DIA. CL vrtrqINta 7- 559 mm (22') DIA. CLEAR OPENING SECTION A -A DETA I L "Bu AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED By THE CATCH BASIN STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE MANHOLE FRAME AND COVER 312-2 1954 REV.1,996, USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRIlCI16N SHEET 1 OF 2 NOTES L THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B. 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE'COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIG14T OF FRAME SHALL BE 15 I<g (30 POUNDS). WEIGHT OF COVER SHALL BE 40 kg (85 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 6, THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE- ACCEPTANCE WILL, BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD 6 OF THE STANDARD SPECIFICATIONS IS 13,000 kg (28,600 POUNDS). 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR.,CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. w ILAN METRIC CATCH BASIN MANHOLE FRAME AND COVER 312-1 SHEET 2 OF 2 mm "' 356 mm (14") 13 mm (1 /2 19 mm (3/4") 5 mm (3/16") 330 mm ('1311) 29 mm (1 1/8") 3 film 24 rim (112") (15/16 REBAR SEC-FION A -A TOP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD PLAN PUBLIC WORKS STANDARDS INC., METRIC GREEN BOOK COMMITTEE POLYPROPYLENE PLASTIC STEP 1991 636-1 REV. 19�6 USE NTH STANDARD SPECIFICATIONS FOR' BLIC WORKS' CONSTRUCTION SHEET 1 OF 2 NO"FES: I STEPS SHALL BE STEEL -REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING TO: (A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL eE 6,7 kN (1,500 LBS)� (B) ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR. (C) CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY SAFETY ORDERS. 2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 95 N.m (70 FT -LBS) AT --7-C (207) WITHOUT CRACKING OR FRACTURING. 3- THE MINIMUM TOTAL CROSS- SECT! ONAL AREA OF THE EXPOSED PORTION OF THE STEP, INCLUDIN ' HE DEFORMED STEEL BAR AND EXCLUDING THE NON --SLIP TREAD SURFACE, SHALL BE 645 mm2 (1�O SQ IN). 4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 5 mm (3/16"), 5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES I FHROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORY SHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WITH A REQUEST FOR APPROVAL. 6. E = 86 mm FOR VAULTS AND MANHOLES, D = 140 mm (5-1/2"). FOR 01 -HER INSTALLATIONS, D = 190 mrn (7-1/2"), THESE DIMENSIONS MAY BE PLUS OR MINUS 6 mm (1/4"). T STEPS SHALL BE EVENLY SPACED, MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 400 mm (16"), WITH THE 130TTOM STEP A MAXIMUM OF 600 mrn (2') ABOVE FLOOR OR SHELF - 8. IFF TAPERED STEPS ARE INS-FALLED INTO STRAIGHT DRILLED OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHT AND PARALLEL. EXCEPT AS OTHERWISE NOTED, STEPS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED PROCEDURES, -9. A DROP STEP WTH A MINIMUM DROP OF 19 mm (3/4") MAY BE USED. THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN. 10� DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUQTION SHALL BE METRIC VALUES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHA STANDARD P METRIC POLYPROPYLENE PLASTIC STEP 636 - SHEET 2 OF 2