The URL can be used to link to this page

Home My WebLink About3487-5.21 r EDGES TO at ROUNDEL TO T5 nrn (31 R r OF SPUR Il: 150 won 16.1 MIN. ►- ALL S TEFL REtNF. 'ISM E 0 100 ani 04 r 4.1 OC E fC T 450 mm (IS') rs .'. Is•) I II = )OO mm U•1 I I .2 nm, ( I 100 won t41 200 mm N. 200 MM (6.1 OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B -B TABLE Of VALUES FOR M (SEE NOTI 1) STANDARD PLAN 314-2 SHEET 2 OF 2 �-� TR T DETAIL `N` PLAN MIN. 8 - B PLAN (RINGS AND COVER NOT SHOWN) 0 m0 1"5 1 a R1119 INS ( z SEE NOTE _i • s (SHAFY,NOT SHOWN) AND COVERRANK I t l4 -MAIM STREET GRADE MANHOLE FRAME CONCRETE RI0109 STREET GRADE + 'stMTNI BASOLE "ME (12•)AAI1X.. (3•)N71 AND COVER PER PER $TD. PLAN 324 25 25 AND COVER C 610 ... STD. PLAN 630 OMIT THIS STEP 115.11•) -• OPTt011AL `SUSd1A0Ea�Ti10E (24.) MANHOLE IN PAVED STREETS RING SEAT IT "$ .. (' a A _ ' SECTION A -A SHAFT 22S as tt JL 1 I to 2m =wool •• �' 14.111 yt W PER STD. 400 ma (16.1 FOR PLAN 324 I 'a • •• 124.1 r PLAN DOWEL DETAIL' STRUCTURAL DATA PAVED STREETS. REINFORCEMENT REQUIREMENTS' C a E -. 900 e'el (S'_0•) 650 Ina (2'-2') _ ., I 'r , LO #d3.3'1 2.4 WWI 130 nMd611 ISO "11141) ,, ev O 1�, Lo RAT`) 1.8 j%(B`1 130 .M661 ISO aw(S•) 2.0 err) 3.5 ft(Ir) too Inds-) too I'llds•t STREETS FOR N- v PAVED STREETS '- T IOSo .. t3 �h r W w L4 4(81 150 ft*89 200 IN464 4.0 1141 3.5 mpg') 200 a149 :So 'ISId10.1 N F' Lt IM(41 ISO fats-) ISO W1949Ir T5 Ill is nds'i no mN(S•) No R"61C 0 r 1400 food 2.4 'MS') g00 mnAs`1 x00 "a'1 M A 3.0 Ni(104 200 IMdsi t50 NON001) N E •,•• r too mats•1 250 101109 T D FoR W r' 100.1, V > 3.5 at12') oft e ► 1.2 IM41) SEE PROJECT PLANSmum AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PnoIA%.ailnttrvn+A CURB OPENING CATCH BASIN STANDPUN 125 Ion % 50 Ind) (5.121 PIPE SE 300 -:2 a!vi'r) * 2 " • 4 ROUND RDOtI Z Ili ... OF INLETS _ , S '1111 t!•1 ROUND EDGES Y s • IS 11'11 (I� • INLET E SECTION C -C APPLIESLEVATION AT THIS POINT SECTION' A -A STATION LINE X900 mm 13'-O•) 200 nwn (b't T 450 mm (IS') rs .'. Is•) I II = )OO mm U•1 I I .2 nm, ( I 100 won t41 200 mm N. 200 MM (6.1 OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION B -B TABLE Of VALUES FOR M (SEE NOTI 1) STANDARD PLAN 314-2 SHEET 2 OF 2 SECTION PA TR T UNPAVED TR T MAX. MIN MA MIN. A -A 7 '- 1/ ' 1 "m - 2s2 m• III') 1217 me Is 1/21 410 mm 11 0 m0 1"5 1 AMERICAN PU13LIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 314-2 SHEET 2 OF 2 MANHOLE PIPE TO PIPE (ONE OR BOTH P`"" ,, commr"uMAIN UNE ID'S 825mm M=111 OR SMA11R I 321-1 SMM 1 OF 3 (KE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (Rev-, 3/29iml) NOTES 1. MODIFICATIONS ARE TO BE USED AS REQUIRED BY THE PROJECT DRAWINGS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. 2. DETAILS NOT SHOWN SHALL BE PER THE APPLICABLE CATCH BASIN STANDARD PLANS. 3. REFER TO THE PROJECT DRAWINGS FOR DETAILS OF THE UTILITY AND CULVERT. 4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE REMOVED ON A LINE NORMAL TO THE CULVERT CENTER LINE AND A PORTION OF THE CULVERT RECONSTRUCTED IF REQUIRED. SAW CUTTING SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED SURFACE AND TRANSVERSE STEEL SHALL BE RETAINED. 5. PLACE STEPS IN END WALL OF CATCH BASIN UNLESS OTHERWISE SHOWN. 6. WHEN REINFORCEMENT IS REQUIRED BY STANDARD PLAN 309, IT SHALL BE PLACED TO THE CONFIGURATION OF THE MODIFIED BASIN. IF ANGLE A EXCEEDS 450 THE SLOPING PORTION OF THE INVERT SHALL BE REINFORCED AS THE REAR WALL. LENGTH OF BARS SHALL BE INCREASED AS NECESSARY. T. ELECTRICALLY WELDED STUDS IS mm x 200 mm (1/2' x 8•), NELSON H4F OR EQUAL MAY BE USED IN LIEU OF THE DEFORMED BAR 4NCHORS. IF THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE NOT 1N THE SAME PLANE THE ANCHORS ON THE CULVERT SIDE SHALL BE OMITTED. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 300 CURB OPENING CATCH BASIN 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRICAND 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 SMALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 314-2 SHEET 2 OF 2 MODIFICATIONS FOR SIDE OPENING CATCH BASIN ) ABOVE THE LEDGE At THE. SIDE OF THE MANHOLE. ......... ... AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ItANDARD RAN MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE 321 -1 -ID'S 825mm. 33 OR SMALLERL. 6"EET=OF 3 LQQ 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE, A. MAIN' LINE . 825 mm (33") IN31DE DIAMETER OR LESS'. (EXCEPTION IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 'mm (360) TO 1050 rnm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 1S 1825 mm (330) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT 13 LESS THAN 900 lttm (364 IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL .THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE 'LATERAL TO THE BOTTOM OF THE 200 mm (88) THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6•). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THCN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED, I. PROVIDE A SPECIAL :STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. UNLESOLE S FRAME (SE ANDS OWNOVER SHALL CONFORM TO STANDARD PLAN $30 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14, WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 13, WHERE.A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN :328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm t36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 BAR 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. THE FOLLOWING STANDARD PLANS ARE INCORPORATED :HEREIN! 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 .mrn (360) WITHOUT 'REDUCER 630 610 mm (24•) MANHOLE FRAME AND COVER 633 914 mm (369) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 321 - 1 SWET3OF0 MANHOLE PIPE TO PIPE ONE ORBOTHMAIN LINE ID'S 825mm 33" OR SMALLER 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE, A. MAIN' LINE . 825 mm (33") IN31DE DIAMETER OR LESS'. (EXCEPTION IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 'mm (360) TO 1050 rnm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 1S 1825 mm (330) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT 13 LESS THAN 900 lttm (364 IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL .THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE 'LATERAL TO THE BOTTOM OF THE 200 mm (88) THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (6•). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THCN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED, I. PROVIDE A SPECIAL :STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. UNLESOLE S FRAME (SE ANDS OWNOVER SHALL CONFORM TO STANDARD PLAN $30 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14, WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 13, WHERE.A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN :328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm t36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED :HEREIN! 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 .mrn (360) WITHOUT 'REDUCER 630 610 mm (24•) MANHOLE FRAME AND COVER 633 914 mm (369) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 321 - 1 SWET3OF0 MANHOLE PIPE TO PIPE ONE ORBOTHMAIN LINE ID'S 825mm 33" OR SMALLER ISM • a00 MK04Or2.1 FACE PLATE . ASSEMBLY EACH WAY e 5 I"d1/4•M" STRUT R Y.te LEOCxL IoM SURFACE r - SPE OW LINE t3(3 .1R PLA PLATiE' ITS _} a R1119 INS ( z L CURS LINE ' •n • s i SIP AND COVERRANK I t l4 -MAIM �Ia00 II'n )'!( NO + 'stMTNI BASOLE "ME (12•)AAI1X.. (3•)N71 A 1 ( I AND COVER C M q - 8 S -- OPTt011AL `SUSd1A0Ea�Ti10E E'oa ONN IT "$ .. (' a A _ ' SECTION A -A JL 1 I to 2m =wool •• �' 14.111 DOWEL (TmPJ' }' PLAN DOWEL DETAIL' STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS' REINFORCEMENT MAX MAX f tF REOUIRED IN W: V FRONT IREAR jSOT`TOMj END WALL WALL ELAS WALL LO #d3.3'1 2.4 WWI 130 nMd611 ISO "11141) Lo 043.51 3.s edirs too xwsh zoo Lo RAT`) 1.8 j%(B`1 130 .M661 ISO aw(S•) 2.0 err) 3.5 ft(Ir) too Inds-) too I'llds•t 4.4 ndM'1 1.9 0449 150 a1S4 Iso a1s•1 L4 4(81 150 ft*89 200 IN464 4.0 1141 3.5 mpg') 200 a149 :So 'ISId10.1 N F' Lt IM(41 ISO fats-) ISO W1949Ir is nds'i no mN(S•) No R"61C 0 food 2.4 'MS') g00 mnAs`1 x00 "a'1 M A 3.0 Ni(104 200 IMdsi t50 NON001) N E r too mats•1 250 101109 T D FoR W r' 100.1, V > 3.5 at12') oft e ► 1.2 IM41) SEE PROJECT PLANSmum AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PnoIA%.ailnttrvn+A CURB OPENING CATCH BASIN STANDPUN omNsao%OOMA7'T![ "04 300 -:2 a!vi'r) IINW USE WITH STANDARD IIPEdPtC/1TKItIS PCA PUBLIC WtMKs COgfTRUCTION COUNTY OF SAN BERNARDINO REV p O DEPARTMENT OF PUBLIC WORKS REcoMMENOEo�wEo er: 0 DIAL TWO WORKING REColratlENDEo/ o BY: BEFORE .. DAYS BEFORE N YOU DIG YOU DIG of TOLL FREE 1-800-227-2600 � / A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �� ) (�Y Sea alma oNeectl .ate x A� • nrT 1011TIO LD 5 (51-60) MAX. C9 REINFORCEMENT 525 sets l214 MIN. PER STD. PLAN 340. ISM O 250 slrll R (94 0 106) EACH MIRY JOIN . OPENING PER - :STD. PLAN 310 EXI>1TINd 300 Ates ti2•1 MIN. ' CULVERT ! ^, RIII FOC[mftT !SO Am t10.1 WIDE % 300 Ia1R tith JOIN DEEP 8 AM WITH 2-45M (N) TOP AND ISO OM AND IOM O 300 .sen ryp� 0NT 2 O 12') TIES OC , CTfON ISM a rso tteR tw O io•t IN M 0 (1e11 , ISM O t30 Nnl1M O 104. WITH 300 IIrR t12•) BEND .. tooaoo�Wlsll CONNECTOR• rlrE T4e4l:A 1Aj ��=M T1•DTN UTILITY LOCATION _ AND TYPE PENINS PUS IS0►Retd•. n t31 BEARING EACH END ,SECTION SHOWN DRAWINGS,.PROJECT ORAWING, I s !!16 OR 10 sen (1/4-) R _t ttEEl SEAM �t�ORCE 1AEN RE �, ]HIS IDE FACE �� It1w► ts•} _ OF Cd t4m'"! 1�4 O 4)OC !sIteR nn-re><IS4 teRl t6hMrn.grsotnitl(r)R ANCHOR AT MIOSPAN AND R+O 600 Her '24•) C€NTERlZANCHOIRIS MAYCONCRETE PIER RN dACIGS 14�0300 see!9h 4•)SUPPORTS. SPACErCrH$ otI �4°•ar} ASNECESSARY: AR BEAM. =EE N0 7 25 I1MR Loo 1101111MAX. 2.1 R97--0-1 to.tris•) R DETAIL - A SECTION X -X - • CATCH BASIN DIF1CATlON WITH REAR -CULVERT ENTRANCE - '`' AND.-/ OR .ENTRANCE. PROJECTION, STREET OR LO 11lItEAC[ INSIDE WALL WALL STEPS :.. 20 Ren 13/4•)0 GALVANIZED -� SAFETY GAR• Fall, iFLOOR (�►� SEAS ousLL Tto EDAE of I FROM L � OUTLET I DiRCCT10N UTILITY is R.n �• It - �l 39) R I I t OUTLET _j SECTION 1-i W�IDisTURKDtr/4•)A. 'S't4TE: _ EARTHs�ETYI SEAR• SO Igen (3/4R)aD1AL GALV., OPTIONAL 8W6RAt)E �1IetI MOT-RO{,LED STEEL PER .ASTM DESIGNATION A36M !rrT'^� . 1A3S1' . CASE- ,CATCH BASIN MODIFICATION SAFETY BAR `FOR DROP TO AVOID EXISTING UTILITY QU 0 Omer m pusur WON" TLET CATCH .BASIN AMERICAN PUBLIC NFORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER OMIA,OATIED{Y11. MODIFICATIONS FOR SIDE OPENING - �A"°�°P`"" M EMIMt70KCOMlRTH� METRIC - , , CATCH BASIN 314 i.'2 USE VMSTANDARD SPESPECIFICATIONSCATIOFOR PUOLIC WORKS CONSTRUCTION NoTEs: 1, WHERE THE BASIN 15 TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 19 CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS OF CONCRETE A9 IN THE BASIN. WHEN POURED MONOLITHICALLY SHE SIDEWALK $h.ALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 Ret►(I.1DEEP SAWCUfi CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL. CONFORM IN SLOPE. GRADE. COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 7. ALL CURVED CONCRETE SURFACES SHALL 13E FORMED BY CURVED FORMS, AND SHALL. NOT 8E SHAPED BY PLASTERING. 3. FLOOR OF BASIN -SHALL DE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND It MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE � THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM .ALL DIRECTIONS TO THE OUTLET. 4. OIAAENS t ONS; , d • 970 #tMtl(r'-z•) V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 nI(4.51). VU ■ THE DIFFERENCE' IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL 8E DETERMINED BY THE REQUIREMENTS Of NOTE 3. BUT SHALL NOT BE LESS THAN. CURB FACE PLUS 300 ete11(IE1. 111 � THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB .AND THE INVERT 4F THE INLET. 'NOTED ON THE PROJECT PLANS. H * NOTED OY THE PROJECT PLANS. W � NOTED ON THE PROJECT 'PLANS, A ='THE ANGLE, IN DEGREES. INTERCEPTED BY ,THE CENTERLINE OF THE CONNECtOR:PIPE. AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE .CONNECTOR PIPES AS INDICATED ON THE 'PROJECT' PLANS. UNLESS OTHERWISE 3PEC1- FIED THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM -END OF THE BASIN, WHEF±;E THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE 'BASIN. THE PIPE MAY BE CUT AND TRIMMED AT :A SKEW NECESSARY TO INSURE MINIMUM 80 nwn(34 i tiF f COUNTY OF SAN BERNARDINO REV p O DEPARTMENT OF PUBLIC WORKS REcoMMENOEo�wEo er: 0 DIAL TWO WORKING REColratlENDEo/ o BY: BEFORE .. DAYS BEFORE N YOU DIG YOU DIG of TOLL FREE 1-800-227-2600 � / A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �� ) (�Y Sea alma oNeectl .ate x A� • nrT 1011TIO LD 5 (51-60) MAX. C9 REINFORCEMENT 525 sets l214 MIN. PER STD. PLAN 340. ISM O 250 slrll R (94 0 106) EACH MIRY JOIN . OPENING PER - :STD. PLAN 310 EXI>1TINd 300 Ates ti2•1 MIN. ' CULVERT ! ^, RIII FOC[mftT !SO Am t10.1 WIDE % 300 Ia1R tith JOIN DEEP 8 AM WITH 2-45M (N) TOP AND ISO OM AND IOM O 300 .sen ryp� 0NT 2 O 12') TIES OC , CTfON ISM a rso tteR tw O io•t IN M 0 (1e11 , ISM O t30 Nnl1M O 104. WITH 300 IIrR t12•) BEND .. tooaoo�Wlsll CONNECTOR• rlrE T4e4l:A 1Aj ��=M T1•DTN UTILITY LOCATION _ AND TYPE PENINS PUS IS0►Retd•. n t31 BEARING EACH END ,SECTION SHOWN DRAWINGS,.PROJECT ORAWING, I s !!16 OR 10 sen (1/4-) R _t ttEEl SEAM �t�ORCE 1AEN RE �, ]HIS IDE FACE �� It1w► ts•} _ OF Cd t4m'"! 1�4 O 4)OC !sIteR nn-re><IS4 teRl t6hMrn.grsotnitl(r)R ANCHOR AT MIOSPAN AND R+O 600 Her '24•) C€NTERlZANCHOIRIS MAYCONCRETE PIER RN dACIGS 14�0300 see!9h 4•)SUPPORTS. SPACErCrH$ otI �4°•ar} ASNECESSARY: AR BEAM. =EE N0 7 25 I1MR Loo 1101111MAX. 2.1 R97--0-1 to.tris•) R DETAIL - A SECTION X -X - • CATCH BASIN DIF1CATlON WITH REAR -CULVERT ENTRANCE - '`' AND.-/ OR .ENTRANCE. PROJECTION, STREET OR LO 11lItEAC[ INSIDE WALL WALL STEPS :.. 20 Ren 13/4•)0 GALVANIZED -� SAFETY GAR• Fall, iFLOOR (�►� SEAS ousLL Tto EDAE of I FROM L � OUTLET I DiRCCT10N UTILITY is R.n �• It - �l 39) R I I t OUTLET _j SECTION 1-i W�IDisTURKDtr/4•)A. 'S't4TE: _ EARTHs�ETYI SEAR• SO Igen (3/4R)aD1AL GALV., OPTIONAL 8W6RAt)E �1IetI MOT-RO{,LED STEEL PER .ASTM DESIGNATION A36M !rrT'^� . 1A3S1' . CASE- ,CATCH BASIN MODIFICATION SAFETY BAR `FOR DROP TO AVOID EXISTING UTILITY QU 0 Omer m pusur WON" TLET CATCH .BASIN AMERICAN PUBLIC NFORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER OMIA,OATIED{Y11. MODIFICATIONS FOR SIDE OPENING - �A"°�°P`"" M EMIMt70KCOMlRTH� METRIC - , , CATCH BASIN 314 i.'2 USE VMSTANDARD SPESPECIFICATIONSCATIOFOR PUOLIC WORKS CONSTRUCTION NoTEs: 1, WHERE THE BASIN 15 TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 19 CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING THE SAME CLASS OF CONCRETE A9 IN THE BASIN. WHEN POURED MONOLITHICALLY SHE SIDEWALK $h.ALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 Ret►(I.1DEEP SAWCUfi CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL. CONFORM IN SLOPE. GRADE. COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 7. ALL CURVED CONCRETE SURFACES SHALL 13E FORMED BY CURVED FORMS, AND SHALL. NOT 8E SHAPED BY PLASTERING. 3. FLOOR OF BASIN -SHALL DE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND It MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE � THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM .ALL DIRECTIONS TO THE OUTLET. 4. OIAAENS t ONS; , d • 970 #tMtl(r'-z•) V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 nI(4.51). VU ■ THE DIFFERENCE' IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL 8E DETERMINED BY THE REQUIREMENTS Of NOTE 3. BUT SHALL NOT BE LESS THAN. CURB FACE PLUS 300 ete11(IE1. 111 � THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB .AND THE INVERT 4F THE INLET. 'NOTED ON THE PROJECT PLANS. H * NOTED OY THE PROJECT PLANS. W � NOTED ON THE PROJECT 'PLANS, A ='THE ANGLE, IN DEGREES. INTERCEPTED BY ,THE CENTERLINE OF THE CONNECtOR:PIPE. AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE .CONNECTOR PIPES AS INDICATED ON THE 'PROJECT' PLANS. UNLESS OTHERWISE 3PEC1- FIED THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM -END OF THE BASIN, WHEF±;E THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE 'BASIN. THE PIPE MAY BE CUT AND TRIMMED AT :A SKEW NECESSARY TO INSURE MINIMUM 80 nwn(34 61EET t OF t PIPE EMBEDMENT. ALL .AROUND. WITHIN USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE *A* 13 LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE.: 6. STEPS SHALL BE LOCATED' A9 SHOWN. IF T11E CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(121 APART. THE TOP STEP SHALL BE 175 n+m4T') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 neR(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 Iterd51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 mt7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. a. THE FOLLOWING STANDARD PLANS ARE INCORPORATED ;HEREIN= 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT .310 CATCH 'BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH :BASIN MANHOLE FRAME AND COVER 633 .STEEL 'STEP 636 POLYPROPYLENE 'PLASTIC STEP 9. 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 312ES: IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR, CONSTRUCTION SHALL BE ENGLISH UNit3, AMERICAN PUBUid 8 ION - SO H RN WLIFMIA CHAPTER _ StAlx)AROPIAI( CURB OPENING CATCH BASIN 300 2 s)II:eT: OF , REVISION DESCRIPTION DATE ENGR. CI DATE ' SHOULD CONSTRUCTION OF, TH'E REQUIRED �.e�w�Ny n•3�f KEG 1 Io IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL` SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY. REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 1 i t 4 j r R PLANS PREPARED BY: ' � QROFESSlp,�l Vi/ WI LLDAN � J. R9c� 13191 Crossroads Parkway North, Suite 405 Industry, CA 91746-3497 i DRAWN BY: N0. C042866 (562) 908-6200 FL * EXP. 03-31-04 * UNDER THE SUPERVISION OF: DESIGNED BY: s Q' qtF � IV Date CHECKED BY: OF CAV KENNETH J. RUKAVINA R.C.E. 42866 � KJR NOTE 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 Rtrn (2'-10 1/21 FOR PAVED STREETS OR 1060 mm t31 -60f FOR UNPAVED STREETS. CONSTRUCT SHAFT PER. SECTION C -C AND DETAIL `N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF ISO mm t61 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm t3' -68f OR LESS. 2. H (IN SECTION A -A AND B -B) .SHALL NOT BE LESS THAN 1.2 m (4•-0"). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL 9E USED. FOR H (IN SECTION C -C) SEE NOTE I. 3. L SHA L LL BE 2 m (4'-0*) UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 ITltll (80) FOR VALUES OF H UP TO AND INCLUDING 2:4 m (8•-06) AND .250 01)11 (IO•) FOR VALUES OF H OVER 2.4 m (8'-01). 5.. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT :CENTER LINE OF SHAFT. ELEVATIONS. ARE SHOWN AT CENTER LINE OF .SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. a. 'RIINIPORCEMENT IbHALL CONFORM TO AlsTM A 615M. GRADE 300(A>>ITM A 615. GRADE #o), AND SHALL: TERMINATE 40 mm tl 1/20} CLEAR OF CONCRETE SUR- FACES .UNLESS OTHERWISE SHOWN. 7, FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8, BODY OF MANHOLE. SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY :MAY BE PLACED AT SPRING LINE. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT .SHAD. NOT BE LESS THAN 200 mm (69). IO, STEPS SHALL CONFORM! TO STANDARD PLAN 633 OR 636. UNLESS- OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 0110 (14 •) TO 375 0100 (IS•) OC. THE .LOWEST STEP 'SHALL NOT BE MORE THAN 600 1t7ff1 (246 KECOK0 DMWlkl(r .. CITY OF FONTANA, CALIFORNIA JURUPA AVE. &BANANA AVE. STREET /MPRO VEMEN T SCALE: NTS `r DATE �E01/28/04 APPR BY: DL DRAWING NO.: 5 3487 5 CI ENGINEER R.C.E. 51152 DATE: L.I KECOK0 DMWlkl(r .. CITY OF FONTANA, CALIFORNIA JURUPA AVE. &BANANA AVE. STREET /MPRO VEMEN T SCALE: NTS `r DATE �E01/28/04 APPR BY: DL DRAWING NO.: 5 3487 5 CI ENGINEER R.C.E. 51152 DATE: L.I