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Home My WebLink About3663-9e3M � 304 mm t44 is L,102 (TYPA R iEx: PIPE FLOW 4 a 13M P 300 (4A 0 j2•) /5Q Aft •� owI J OCta 2 �.. LaWt 1,t `a#1 CIRCVLAR TIES, NOTE 4 330-C-28 I;580 --c- szso! CONCRETE. 25 eftim 4111 iTYPA D L T 300 ffm [Irl 300 4w 112*1 100 1w IA -i Iwo 4'50 .mm 081} 4w ata) 425 Awn 1511 Qo wrm (24w) 340 112'l 430 rim [fi-F 5'50 no 130'1 +ISO r►ra (10`) 176 a m, 47•► 200.0* f3441450 ftW 041 2:25 4m 45.3 1030 ow ("43$ mm 114') 225 9200 mm Or 430 MR fir) 230 (10") 1423 mm 157°7 450 rom i[$`) no ,ms Uon) 1500 MR (60" 323 mm (2f41 2?$ R+r 1414 16" as 466' $23 zm (21.1 Zia IIl•1 =0 SWA (i, '1 1900 tie 124. 300 w a (12'1 CUT I O VOW _111 X10, 2 SINE OUT NC Aid I DETAIL W [SEE MOTE 101 sONB TClt 4,R iEOIAt►i,._ INTERIOR FORM CUT' Nil. P $A THE TUBEAT A$ ANGLE OF A/2 WITH THE TR'AI�IS- VEASC :PLANE, REY1145E. 0� BECTIWI AND TAPE DOT14 SECTIONS TQOETKR ,F0AMI`MG• TSEDER(! EGT104 ANriLE A. CUT NO. 2= 'SAW THE. 'TUBE LONCITUDHIALLY REMOVING A STRIP 13.1.4 %-D 1- WIDE 04 THE SODL OPPOSITE T"E OPEI1 j0101T, SINCI THE EROS dF 711E OUT TOGETHER AND INSERT T11E TUSE IM THE PIPi:, r-: IF 101MOR SUAi[ OF :ptP4: DETAIL, "B' TYPICAL. JOINT KOit ACINEOPCED CONCRETE PIPI AMMICAN PUBLIC WORKS ASSWATI01N - SOU HERR CALIFORNIA CHAPTER mum Itw4M1a ply On TH I 380-3 UUi►11T11 NIAMICuum BR'...I WATWNa a'DB rL18UG W=96 C>OM3TIIU0710Dwi 100 9 1 OC ^ Na` OF CI•R COLAR TIES r tL 5 , D Q �. Ba. .42-1. 4 V s e4_ �iif SHEET I OF Z At�. - l�� -.ice. - V W�� .- �.-1•.ii. Rep cag Rel 0cme 9 - ..�._.. ..�......�.._. T..._ 1111 .�. $OFFIT-- 1.. V s �N f + 1-a PLAN w AR4N Y HAVE, A .HORSESMOE- _ SItAP.•1AM. CIRCULAR, ELLIPTICAL c� o OR. 61MI Dili CROS. I�ECT101l, CL u: .r _P,_SEE MOTE 3 - ELEV- ST'�' ELEk_ ►- - SECTION A -A ST1:E4 PATT4 A Sh0'1sa0 I# INCTORI L. OW .T. AX � jrAL CoSTRUCTo". 04 RCS; OR AM TO RCP QfIr- CONST: JOINT OF RC$ dR A,4YHr R051 TOUSE -OONST, JOINT OF 111EK SECTION. B -B AAIEFilCAN PUBLIC WORKS ASSOCIATI1314 - SOUTHERN CIALIFORMA CHAPTER Na` OF CI•R COLAR TIES TRANS R SST U C T'URE ". 600 iK►m (24'1 TO 750 mm 450-1 'Fw .42-1. 4 V s e4_ �iif SHEET I OF Z USE 1 MMI STAROMM lW N1FOR WOMM OiilL�RlICTION NOTES 1. A CONCRETE COLLAR 15 REQUIREL} WHERE THIS CHAP40E• IN GRADE EXGEci1S 10 f�ERCfrtiT, Z. FOR CURVE JOINTS ISEE DETAIL 8, SHEET 1) IF THE EXTPI,ME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS .GREATER THAI'1 25 MA 4111. SUT IS LESS THAN 75 rimIC31 A. CRONCRETE COVER IS REOUIRED IN ACCORDANCE WIYH SUBSECTI0 4 ' 306-1,2.4 OF THE SSPWG. .gF THE EXTREMEL ENDS OF THE PIPE LEAVE A CLEAR. SPACE THAT IS EQUAL TO.OR RGREATER THAN ?5 mm L30), 8 -UT LESS TWAIN 15(61. A CDNCRETE COLLAR IS REOLI-IAED, IF THE CLEAR SPACE IS 150 mm W) OR LREA EIR, A TRANSITION STRUCTURE IS REQUIRED. 3. C014CRETE'COLLAR SHALT, NOT BE 4JSED FOR A SIZE CHANGE Ori THE MAIN LINE, 4, CONNECTOR PIPES A. WHERE PIPES aF.OIF-PERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L ARD I SHALL BE THOSE OF THE LARGER FPE. DUDE OR 02, WHICHEVER PS GREATER. B. WHEN f)1 IS EQUAL TO OR LESS THAN D;!. JOIN INVERTS 04D WHEN 0; IS GREATER THAN D2, JOIN SOFFITS. S. FOR PIPE LARGER THAN 1800 m --n (721 $PECIAL COLLAR DETAILS .ARE REQUIRED, 6. VOR PIPE SIZE NOT LISTED USE NEXT SIZE.LARGER. 7. REINFORCEMENT SHALL,.. CONFORM TO ASTIR A 615 hi fA. 5151 GRAOE 340C�Oy>. 8. WHERE; REINFORCING IS .REOUIREC) THE DIAMEIItR OF THE CIRCULAR TIES SHALL. BE D*(2X WALL THICKNESS) 9. REIiNFORClftC SHALL SE USED 'WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm 121'} AND ON ALL. PIPES SrAAERE THE SPACES BETWEEN THE EXTREW OUTER ENDS IS 75 mm (3.1 OR URGER. CIRCULAR TIES, Plp C of AME TER Na` OF CI•R COLAR TIES 525 MM 1211 OR LESS 3 600 iK►m (24'1 TO 750 mm 450-1 3 825. rxtm 13?;-) TIO 1425 (57'1 4 1500 rrvn• 1130m) T•0-1eOO mm (720) s WHERE THE SPACE .BETWEEN PIPE ENDS EXCEEDS 75 mm (51, THE NUMOER OF CIRCULAR TICS SHALL BE INCREASED TO MA4NTAIN ,AN. APPROXIMATE --SPACING OF 150 mm 4601 O'c., 10, WHERE. THE PIPE IS $25 qwn (20 OR LESS IN DIAMETER. AN it4TERiGR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL 8E USED TO PROVIDE A SMOOTH. INTERIOR JOINT, THE PAPER FOR MAY BE LEFT IN ?LACE (SEE DETAIL M., 1h HEN THE PIPE -AS 600 rmn- J24`) OR LARGER A REMOVABLE INTERIOR FORM. SHALL BE USED OR THD: INTERIOR TAINT' SHALL BE COI*LETEL.Y FILLED WITH MORTAR A# D FEATLY POINTED. 11, D•MENSIONS SHOWN ON THIS PLAN FOR -METRIC ANQ ENGLISH UNITS ARE &IOT EXACT EOU AL. VALUES, IF METRIC VALUES ARE USED, ALL VALVES USED FOR CONSTRUCTION SMALL BE METRIC VALUES, EXCEPT REIINI`OR+CING BAR SIZES, I.N. ENGLISHi NITS MAY BE' SUBSTI3'UTEO FOR. METRIC$AR SIZES. IF ENGLISH UNIT -S ARE USED. ALL VALUES USED E .F47R CONsTRUCTI04 SHALL BE ENGLISH UNITS_ t AM RICAN PUBILI C' W ASSOCIATION - SOUTHERN CAUFOR�.�& CHAPTER_ �u�o 0`:arA '�r IMEiiiC 1111- - CONCRETE COLLAR FOR RCP' MET - O MM 1�' THROUGH 1800� mm 72" 5HE6tA�� NOTES. 1. THE HORIZONTAL. AN* LE OF DIVERGENCE OR G0"VEfRGENCE. 9. SHALL NOT EXCEED 5' 4.5' , 2. REINFORCING STEEL BAR SIZES. SPACING. PATTERN AND COVER OVE.Ft THE STEEL SHALL BE AS F01-1-OWSt LRCS TO R-0 AND R09 TO ARCH - THAT or FtCB S ECT IO N, ARCH TO RCP' - THAT OF ARCH SECTION, ARCH TO ARCH - THAT OF ARCH SECTION RAVING THE THICXER WALLS. THE BAR LEIIGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION, 3, THE CONCRETE T41CKNESS SHALL BE AS FOLLOWS;- RCS OLLOWS;RCS TO RCP AND ARCK TO RCP - THAT OF ARC44 OR RCB SECTION UNLESS T."E 'WALL. THICKNESS OF THE: RCP PLUS 100IIm (44:) GREATEIR, Its W"ICH CASE THE CONCRETE TWI.CKNESS SMALL VARY UNIFORMLY FROM. THAT OF THE ARCH 4R RCB SECTION TO THAT 4F THE RCP WALL PLUS 100mm 1;4'7. :RCB TO ARCM AND ARCD TO ARCH 'I AT OF THE ADJOINI.46 RCB OR ,AROH. SECTION AT EACH, END OF THE TRANSITION AND SHALL VARY UNIFORMLY SETWEEN THE TWO ENDS 4, THE 1"TERIOR SURFACE SMALL BE SMOOTH AND VARY 'UNIFORMLY BETWEEN `THE 'TWO ADJ004I14.G SECTIONS, 5. AT RCP' JUNCTURE. E*M'�ED ENT P SHALL. OE 130 15'1 FOR PIPE SIZE OF 24 C 01rt�r0 (06'1 OR LESS, AND 200mat. 446'1 FOR PIPE SIZES OVER 24004m 49154. 6- 11' = 28- MPo 1:4000 PSI} AT 215 HAYS AND THE CONCRETE SHALL BE THE SAME MJX AG THE ADJACENT R.C.S.. 7, ALL STEEL, EXCEPT LONGITODINAL STEEL SHALL. BE GAA4E 400(60) BILLET STEEL CONFORMING TO ASTM A 613 M 4'A 615) AND SHALL TERMINATE 40mm (i 112`) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. S. KEYED CONSTRUCTION JOINT$ OF THE. SAME. DOWNSiONS AS -THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED T1010UC44 THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION- SEE SECTION 8.6, 4 THE TRANSITION STRUCTURE. SHALL.. BE CONSTRUMD IN ACCORDANCE WITH THE STRUOTURAL NOYES A,PPLYINC TO .9C8 OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS, 10. DIMENSIONS SHOWN ON 'THIS PLAN FOR 44MIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES, IF METRIC VALUES ARE 0SED,ALO. VALUES USED FOR CONSTRUCTION SHALL. BE METR.4C VALUES. IF ENGLISH UWTS ARE USED. ALL VALUES USED FOR CONSTRUCTION $HALL RE ENGLISH U"ITS., AMERICAN PUBLIC WORKS ASSO4 IATtON - gOUUERN Cd1 UFO FINI.A CHAPTER 6Twms m AL1 3��- spim-2 OF 1. M- NSITION STRUCTUREMt€f RCS TO PIPE IJV 9"", ,V: 130 mm ($• 300 Dam 100 t4+ 42-1 4 - 1,6 m 13'-41S m"lFRO 40 rnm i2'a, BAR$ OUT IN FIELD Fi 4ONOCITIJOIMMtL BARS TNtAT WOULD ,1 OTHi tW SE FA -LL. IN OPENING 2-05M 4+53 EACH FACE - Ls r ts'1770 WIm, t2' rrp.l E Z TTP.I Iola,�q- ---. -=lgu;;L-m - 3,i} rtt td'-l4�1 I X23 n+en !3' A ELEVATION 1011 0 300 eftftI t -3-20M (46] A,S a 2.3 as AMIIERWAN PUBLIC WORKS ASSOCIAT)ON - SOU7MRN CALIFORNIA CHAPTER 1�IfIND�►�1 DET>�h�LS Ft�R � �a� ��a MULTIPLE RCB STRUCTURES 1M. lom 4UBJ: tltitTlli lSTJ D:SMC-IFiCI "ONS ima P1,t" vxmt a ct:I mvjcnoer SHUT I ef : Ila � }�� 1♦ iii i ••�T-_- � �.�rla At A 131 A Ml a OPTIONAL CONSTRUCTION JOINT---�' VARIES T TO SECTION A --A i T T4 To TO SECTION B-8 SrttL PAT't£itl"I SH4M1N I! PICtORIAL Q.IILY, 3EE NOTES 2 AJ40 5 U0N$TftCTIQK JOINT - - - -- AMERICAN PUBLIC V K6 ASSOCIATION -SOUTHERN CALIFORNIA CWTER (4{0+12.1 _ __ 15+0 ma id'1 �T,,wWETRfc FhAK� [ -� DOUBLE. RCB TO DOUBLE RCS Y . rrrr »vim SKEET1 OP2. O OAT! FO C N �:A 950 wa (64) a 150 DADA $OFFIT-- 1.. 16''1 FILUT (TVpy Ism ("I 3TIIg1 up ROB SECTION• 5M (v5l JI..S_ r REHblFORC:ENI£wl inI I 2, a► t6' -2'l AJC 2-44 (*51 lief in ri fWERT `. ma (2') I 13a 104) 3T1RRUPS I '�' . 3-20M ii81 A.S. i 2.3 m SECTION A -A AMIIERWAN PUBLIC WORKS ASSOCIAT)ON - SOU7MRN CALIFORNIA CHAPTER 1�IfIND�►�1 DET>�h�LS Ft�R � �a� ��a MULTIPLE RCB STRUCTURES 1M. lom 4UBJ: tltitTlli lSTJ D:SMC-IFiCI "ONS ima P1,t" vxmt a ct:I mvjcnoer SHUT I ef : Ila � }�� 1♦ iii i ••�T-_- � �.�rla At A 131 A Ml a OPTIONAL CONSTRUCTION JOINT---�' VARIES T TO SECTION A --A i T T4 To TO SECTION B-8 SrttL PAT't£itl"I SH4M1N I! PICtORIAL Q.IILY, 3EE NOTES 2 AJ40 5 U0N$TftCTIQK JOINT - - - -- AMERICAN PUBLIC V K6 ASSOCIATION -SOUTHERN CALIFORNIA CWTER - ----- ---1111-- --- pa ►SWA rtr _ ._. - - .. --- - - --- - - -- - - - - - - --- - MAMMON STRUCTURE �T,,wWETRfc FhAK� [ -� DOUBLE. RCB TO DOUBLE RCS 344-1 rrrr »vim SKEET1 OP2. O OAT! FO C N NOTES I. TH)S STRUCTURE TO BE USED WHERE -- a. DEPTH OF COVER DOES NOT EXCEED 3.0 in (10`h b. CLEAR SPAN OF ONE BARREL DOES NOT EXCEED 3.6 inn 1121. WHEN THESE L.4MITS ARE EXCEEDED. WINDOW OPENING DETAILS SHALL BE AS SHOWN ON PROJECT DRAWINGS. 2. L.OHOITUDINAL: GARS TO DE GUT IN THE FIELD 50 mm t24) FROM OPENING. 3, ROUND ALL EDGES TO 50 mm f21 RADIUS. 4, NO TRANSVERSE CONSTRUCTION JOINT TO BE PLACED WITHIN 1.5 m W-09 SOF WINQQWV 5, DIMENSIONS SHOWN ON THIS PIAN 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 E14GLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLIS14 UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMEiR"N PU►31LIC WORKS ASSOCIATION - SOUTHERN C,ALIFOW" CHAPTER STANDARD 382 - � 3'11m2af2 1firlxlN�C1�V �ET�IIL� �� MULTIPLE RCE STRUCTURES ROTE$ 1. HORIZONTAL ANGLE OF DIVERGENCE OR CONYERGENCE, 8, SHALL N40T EXCEED 5a 45' . 2. REINFORCING STEEL BAR SIZE. SPAC11K LENGTHS. AND OUTSIDE COVER. SHALL. BE THAT OF WHICHEVER ADJOINING DOUBLE ACB SECTION: PROVIDES THE GREATER STEEL A14EA FOR EACH TYPE OF BAH LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE. JOINTS WITH TmE TRANSITION S'TROCTURE- �5. THE THICKNESS OF THE WALLS AND SLABS. SHALL. BE THOSE OF THE ADJOINING DOUBLE RCf3 SECTION AT EACH END 4F THE TRANSITION AND SHALL MARY UNIFORMLY BETWEEN THE TWO ENDS. 4. L= 28 We (4.000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE A,ME MIX AS THE ADJACENT RCB, 5. ALL STEEL EXCEPT LONOPTUDINAL. STEEL SHALL Be GRADE 400 (60) %�ul NA IJ� CMM If 1 2IN GL, 0 OH615 ELTEASURFACEaUNL� OTHERWISE SHOWN.. 6. TRANSVERSE JOINT KEYWAYS. AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PROJECT DRAWINGS. SHALL: BE PLACED IN BOTH SLABS AND WALLS AT THE END Of= EACH POUR. 7, THE TRANSITION STRUCTURE SHALL 8E CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL MOTES APPLYING TO DOUBLE RCB STRUCTURES SHOWN ON THE PROJECT DRAWIN-03. 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 EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTk%TE0 FOR METRIC BAIT SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED: FOR CONSTRUCTION SHALL BE ENGLISH UNITS, AMERICAN PUBLIC'WiORKS ASSOMTION - SOMERI4 CALIFORMA CHAPTER STuWIuWAD PILM S HEET 2 O TRANSITION STRUCTURE344--1 DOUBLE RCB TO DOUBLE CS I AS -BUILT.