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HomeMy WebLinkAbout2544-7E •AAA- ! As" I KLOW OPENMO$ I Ir UNI. - � �I S• A 11,7oeE •AR! - I A$OV[ • : KL" .Pe1wlls \�k A oM • left C $ARS PLAN CORNER CONNECTION /.A 0 MRS- 2 A90VE •2 KtrQ1N 7)A . /'" R �ML /I i C Mrq PLAN SIDE CONNECTION f .sem N' � •4 � It• SECTION A -A STRUCTURAL DATA $ f C 1ARS OSE MRS t C GARS 0 4k AARS 12" f 4" i4 = 42" 7 / 45" 7W 41' 1- 51" • 54" ! 57" ! 14 0 60" ! 12 13" 10" 46" 10 i!" 10w 72" , r i i • 15" 41/1 1$" 41/2 21 " S. 24" 51/41 27" S V 30" 1" 33" 1'/4 36" 6 39" 1" a• A NAR$ • FOR $ GREATER THAN 7Y SEE PROJECT PLAN NOTES.: 1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHEW WISE SHOWN. 2. REINFORCING STEEL FOR WSIOE FACE OF CATCH BASM 3"ALL BE CUT AT CENTER OF OPENINO AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2' INCHES CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIWAGAINST A CURVED FORM WITH A RADIUS OF 3 IMCHES. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. (8) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER iiii:...�Li t STAIOARO PLAN PRMLJOINT OATS BY THE APWA-AOC COOPEMTNE COYMITT'EE MONOLITHIC CATCH BASIN CONNECTION 308-0 t'MI "CL. 3. S' {ISS WRM ST 6" 0=1 1 OF ! FACE PLATE AS$EY•LY TOP SLA• REINFORCEMENT (sell; CATcw aAssu STAnOAM FLAW s iiii:...�Li t AAS tf BARS C BARS D BARS E BARS • W "CL. 3. S' J 6" — *44 !8" N NAA•` — i - C NAR! — 3.5' '^ : a• A NAR$ • =»CL — is ` f NAR$ •• — « A NAR$ f >At N NAR$ I DETAIL -r tr �'-" •NAM 14' 4' 6" 6" — #4(u 12" #4w 18" — X/Z(YIN.) DOTY" SLAG — TYPICAL REINFORCEMENT DETAILS 8" — MAX. W MAX. V t AAS tf BARS C BARS D BARS E BARS F BARS G BARS 3. S' 8' 6" — *44 !8" — — — '�4 * /6°" — 3.5' 12' 8" 8" #4.4Q Ag — — — *44 Af — 230/i" OUTSIDE DM. OF COVL44 DETAIL -r i 14' 4' 6" 6" — #4(u 12" #4w 18" — — — 14' 8' 6" 8" — #4((t 12" #4(a 18" — — — 14' 12' 8" 10" — #41tt 6" #4 (tt 18" — — — 28' 28' 4' 5' 6" 6" 6" #4 0 24" 8" 1 #4 r<t 24" — — — — — — #4((t 18" #4 (it 18" — — 28' 6' 6" 8" 1 #4 (u 18" — — — #4(' 18" — 28' 7' 8" 8" #4((-t 17" — — — #4(-(t 18" — 28' 1 8' 8" 8" #4(d 13" — — — #4((-1 18" — 28' 1 9' 8" 10" #4(a- 15" — — — #4 (- 18" — 28' 1 10' 8" 10" #4 (it 12" — — — #4 �a 18" — 28' ill 8" 10" #5(a 15" — — #4(u 10" 1 #4ra 18" #4cit 18" 28' 12' 8" 10" 1 #661 18-1 #46t 9" 1 #4((, 18" #461 18" FOR W > 28',.V > 12' OR B > 4' SEE PROJECT PLANS CURB OPENING CATCH _BASIN REINFORCEMENT VOW t in. SIDE AND END WALL STEEL MAX G BARS 4 6 #4C 10" 8 e #14 Ca 6" 12 10 #f5 Ca 6" FOR V > 12' SEE PROJECT PLANS A, !' C > s" cl. • NAR$ • NARN + • &AR$ GRATINQ CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS NOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND GRATING CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE. AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER •, ��" CATCH BASIN MANHOLE FRAME AND COVER STANIMAD PL#II AM ►w CATCH BASIN REINFORCEMENT 30" t»� .� LOCKING DEVICE um WRM STANDARD SPECIPICATIONI POR PUBLIC WORKS CONSTRUCTION Sow i OF i 0. 1/4" DIA. PICK HOLE r X 1" ©IM10W MAT '/i" DEEP INSTA!LATgM lAmNG DEVICE DRILL AND TAP HOLE AND INSTALL '/." X I'/,' STAINLESN STEEL SOCKET SET SCREW WITH 34" AWASSEO HEY HOLE. ALL THREADS TO BE N.C. AGENCY DESK04ATED INSCRIPTION. ALL LETTfin 11" 11 N6N FINISHED SL OUTLINE WHERE •�• RIB JOINS RIM — - OUTLINE WHERE RI®S JOIN -- SAME ANGLE " I ',•" -7 THROUGHOUT LIRA► w RMA Of COVER OPPO•ITE PICS( HOLE ' '" 34" BOTTOM OF MANHOLE COVER DETAIL "C" TES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-46 CLASS 35E. 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 ONGN N MARKINO MI OO�ArL1ANCE WITH FEDERAL REGULATIONS. S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE IS POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. •. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PAiOR TO ICT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,DQ0 POUNDS. AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER •, ��" CATCH BASIN MANHOLE FRAME AND COVER STANOARO PLAN 312-0 SHEET 1 OP 2 USE 1#ffH STANDARD SPECIFICATIONS FQA PUBLIC WORKS CONSTRUCTION INSTALL .� LOCKING DEVICE f 230/i" OUTSIDE DM. OF COVL44 DETAIL -r i DETAIL "C" 'I 01A. I. * CLEAR OPENING 11" 2.22 S Q V 22" DIA. CLEAR OPENING SECTION A -A r." 4 4 ,1 o t 'A 4 p p a $ r- DETAIL "B" FINISHED SL OUTLINE WHERE •�• RIB JOINS RIM — - OUTLINE WHERE RI®S JOIN -- SAME ANGLE " I ',•" -7 THROUGHOUT LIRA► w RMA Of COVER OPPO•ITE PICS( HOLE ' '" 34" BOTTOM OF MANHOLE COVER DETAIL "C" TES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-46 CLASS 35E. 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 ONGN N MARKINO MI OO�ArL1ANCE WITH FEDERAL REGULATIONS. S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE IS POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. •. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PAiOR TO ICT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,DQ0 POUNDS. AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER MIOMULum $Y TME APWA-AOC JOINT COMMAcoYYrtTEE CATCH BASIN MANHOLE FRAME AND COVER STANOARO PLAN 312-0 SHEET 1 OP 2 USE 1#ffH STANDARD SPECIFICATIONS FQA PUBLIC WORKS CONSTRUCTION