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HomeMy WebLinkAbout4223-1115M 0 300 mm (.41 Ck 120 L/2 (TYP FLOW W I � Pi 15m 0 $00 nen fd4 0 12•l 3-t5U 04► CIRCULAR TIES. 3El= NOTE 9 CUT No, 2 CUT NO I LINKS 4 90' cuT Na. 2 LINE ISQ MIN CUT NC 3.14 f Dbp -. DETAIL "Art (sec more to) S(MO-TUft. OR COUAL. INT1ERt-OR FORM CUT Na, 1l SAW THE TWE AT AN AMME OF Aft WITH THE TRAMS - VERSE KNE, RMRSE'ONE SECTiON AND TAPI: BOTH SECTIONS TOGETHER FOAMING THE DEFLECTION ANGLE A_ CUT NO, 21 SAW THIr TUBE LONOITUDINJLLY REMOVIR4 A STRIP 3.14 (t-8 I WIDE ON, THE SIDE OPPOSITE THE OPEN JOINT. BEND THE WS Of THE. CUT TOGETHER AND iNSERT THE TUBE IN THE PiM 330-C-23 1560-C-3:2501 CONCRETE 25 mm (I-) (TYPA D L T 300 Oft (11271 300 WM Hr) 100 mm 14l 450 me [It) 300 .riii 02-) 125 mm (51) 600 o► 1241 30o mm fir) Iso me ch•) no nw 111(r) 450 mm IWI 115 mm Irl ODD mm 136'► 450 mm (Wg W mm (91} 1050 mm 142' 430 map iv) 225 mm (9•) 1200 m.14e' 430 m.m IIIA•► 2Z10 etre 110.1 14 25 rte 1"57-F 45-0tnai 118') 0 mm () 0' ) 1300 "m Iso• 525 rrrai (2r) 2T5 m 1111) 1650 mmn Ifib' 525 me (2r) 2T"J lam 1"•) Jim) ma treq 600 sm 124-J300 mm ct2' DETAIL "13" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMWCAN PUSUC WORKS ASSOCUtMON -SOUTHERN CAUFORNIA CHAPTER Fia�_ �F CIRCULAR TIES CCNCM OR LESS 3 311110 Man i comm"m � 2 LIGH 1840 �r m 380-3 .MIN tlS! ST t 4TM01 Ft1�i PUiLBG IIrOAKlL n SHE571 OF # �Z cm w� i o O w ►�' t~ � 4 "r= 4' �rr ��-- - _T ' A .rr - ' - rw...-�.. r..w-.r tA RCP OR tTG ARCtf* 0 0c~` PLAN . ARCO iA+AY HAVE A HORSE24OLr- o SHAPER CIRCULAR. ELLIPTICAL m OR SIMILAR CROSS. SECTI*PL m us FpI-PEE NOTE s EL". STA. SECTION A -A 91 ^---^-- STM PA TVI SRO" IS PIAN1) TAL 41i.Y. 3 FE "rn Als- 1 Rep AAtH� OPTIONAL C�QMST'R'UCTION JOINTI RRRCCS OR ARCH TO RCP USE "war. J 0114T Of RIS Off ARM R TO CH. USE OorT, JOINT OM SECTION B- B AC>>~N PUBUG WORKS A$SOGIr4T'fO1N = SOUTHERN GAUFORNIA CHAPTER p,m vt nA.OL$_'VW0RG OrAAM" DO INC, e TRANS R CTURE � "" ,I= C O TC} I 342-1 A6V.14R4 IJSG YNTH II'I'J4M14Ai} &" N'$ trQ1R WD:tISB t.ON91'miG'itON SHiiE1 t di' -2 si ddo Ap� I%' CIV IE I f C60 Fia�_ �F CIRCULAR TIES 525 mm 121• OR LESS 3 600 mm (24'] TO �St} rnm I3Q�'� 5 625 rrtim E3�'► TO i4 �5 rtuet l57•l 4 15Ctt? rnm i6C!•) TO 1800) mm (72'} 3 (il;7 PN�.ET (TYPO �p NOTES (. A CONCRETE COLLAR 1S REQUIRED wvtfERE THE CHANGE IN GRADE GRADE EXCEEDS 10 PERCENT. 2, FOR Clli"tYE JaINTS (SEE DETAIL B. SHEET IM IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT 15 GREATER THAN 25 mm 11'x, BUT 15 LESS THAN 75 merr(0`f A CONCRETE COYER 15 REQUIRED IN ACCORDANCE WITH SUBSECTION 346-1..2.4 4F THE SSPwC. .1F THE EXTREME ENDS OF THE PIPE LEAK A CLEAR SPACE THAT IS EQUAL TO OR GREATER itfAFi 75 mm (3`). BUT LESS THAN 154 mrrt {C'I, A CONCRETE COLLAR IS aEQu1RED. IF THE CLEAR Sf'hC£ IS 150 mm (68) OR GREATER, A TRANSITION STRUCTURE IS RE4UIREp. 3. CokcRETE'COt.LA-R SMALL ta4T BE USED FOR.A SIZE CHANCE ON THE MAIN I.tNE. a. CONNECTOR PIPED A. wrtERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL RE THOSE 4F THE LAR -GER PIPE. 0= OI 4R Oz. Wi-1 r GHE'JER IS GREATER, e. wHE1i DI tS EC}UaL TO OR LESS THAN p JOIN INVERTS AND WHEN Oa IS GREATER THAN D2, JOIN SOFFITS. 5. 5. FdR PIPE LARGER THAN ISOC} rfun {721 SPECIAL COLLAR DETAILS ARE REOUtREE3, 5. FOR PIPE SIZE NOT tRl$TE(3 USE NEXT SIZE LARGER. 7, REiNFCaRCEMENT SHALL t✓©NFORtdI TO ASTM A fIg llf IA 515) GRADE 344I4C>'i. 8. WHERE REIi'rf4RC1HG 1$ REOUTAEO THE Ot,4NiETER OF THE CIRCULAR TIES $HAL[. BE 0+12X WALL THICKNESS] +-T, S. REINFORCING SHALL 8E USED WHERE THE PIPE DIAMETER 1$ GREATER THAN 525 mm (21•] AND ON AL1, PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (30) OR LARGER. CIRCULAR TIES 'i{'NERE THE SPACE BETWEEN PIPE ENE�S EXCEEDS 75 rnrn E3'?. THE r'�Ul'ABER OF CIRCULAR TIES SHALL BE INCREASED Y4 MAINTAIN AN APPROXIMATE SPACING G�' BSf3 r�rn, (6,') d.C. 10. WHERE THE PtP'E IS 525 mm {21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL DE USED TO r'R(7V10E A $1+14t)TN INTERIOR JOINT, TH.E ('APER FORA Y BE LEFT IN PLACE (SEE. b£�`AIL Ai, WHEN THE P'1t�E is GOO mm 1246} 0>R LARGER A REMOVABLE INTERIOR FORM SHa.1.L. 6E USED OR THE. INTERIOR JOINT SHALL BE COMPLETELY Flt:,l,Ep WiTt<i [►e1}RTAR AND NEATLY POINTED. ti_ DtlwtEt�S14NS 5H0'�N ON THIS FLAN fit�R 1�TRIC AND ENGLISH UNITS ARE NOT Exat:T EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REtI�lI°QRCINC BAR SiZES iN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL V,4LUES U$EQ FOR CoriSTauGTla[Y sHaLL 8E Et�GI�ISFt UNI 3 PIPE t�IaMETER Fia�_ �F CIRCULAR TIES 525 mm 121• OR LESS 3 600 mm (24'] TO �St} rnm I3Q�'� 5 625 rrtim E3�'► TO i4 �5 rtuet l57•l 4 15Ctt? rnm i6C!•) TO 1800) mm (72'} 3 It,.A�l PUBI.tC WORKS ASSOCIATION - S�3UTHI;�iN' FCfRNT.l4 C['iAP'1�R STANI�Kk 1'+Sl�f�i waluc CONCRETE CC�L1l Ed�R RCP goo �,m i ��� THROUGH 11800 rnm (72 OE f. THE HORIZONTAL ANGLE OF DIVERGENCE OR GONVERG�N�, O. SHALL NOT EXCEED 5.45', 2. REINFORCING STEEL OAR SIDES, SPACING,. PATTERN AND COVER OVER THE STEEL SHALL 8E AS FOLLOWS! RCB TO RCP AND RCe TO ARCH -- THAT OF RCB SECTION. ARCH TO RCS -THAT OF ARCH SECTION, ARCH TO ARCH - THAT OF ARCH SECTION HAVING 't`a`tE THICKER V+fAtrL9. THE 9AR LENGTHS SHALL Y�4Ry UNIFORMLY THROUGHOUT THE TRANSITION - 3. TiME CONCRETE THICKNESS SHALL BE 145 FOLLOWS: RCB TO RCP AND ARCH TO RCP' -THAT OF A,RGN OR RCB SECTION UNLESS THE WALL THICKNESS OF THE t21:P FLUS 104cYtam (4•) GREATER. IM WHICH CASE THE CONCRETE THiC#QaESS SNa1�L MARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS ItyQrnm 14.1, F7CB TO ARCH AND ARCH TO ARCM -THAT OF THE ADJOINING RCS 4R ARCM SECTION AT EACH E110 OF THE TRA[451i[QN A� SHALL VARY UNIFORMLY BETWEEN THE TY�b ENDS, 4_ THE INTERIOR SURFACE SHALL BE Sl�iC3C)TH AND VARY UNIFORMLY BETWEEN THE Ti1fQ ADJOINING SECTtON�. 3. AT RCP JUNCTURE, EI+BF..DIJEMT P SHALL BE ISOn1rr( 151j POR PIPE SIZE OF 24 QOmm (96"1 OR LESS, AND PCjDmrn (801 FOR PIPE SIZES OVER 24dOn9m t96'>>. @. t� a 28 MPo E4000 P511 AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME fr41X ,4.5 THE ADJACENT RGB. 7. ALL STEEL, EXCEPT LOtJGITUDIMAL STEEL. SMALL BE GRADE 440(60) BILLET STEEL GOJ�IFORIiAIAIt� TO ASTM .4 615 A�A cq 615► AN6 >3HAt_L TERMINATE 4�Qrnm (I 1/201 CLEAR 4F CONCRETE SURFACE UNLESS OTHERWISE SHAWN. S. KEYED CONSTRUCTION JOINTS 4F THE SAME DIMENSIONS AS THOSE OF THE RC8 0R ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUtrTURF' AT THE COAITRde';T�►R'Q OPTION, SEE SECTION 13-5_ B, THE TRAN$ITIt�N STRUCTURE SHALL BE CDl'�STRUCTED 1W A,CCORDA►tHCE WITH THE STRUCTURAL NATES APPL`f1NG TO RCB OR ARCH STRUCTURES Slrit7WN ON THE PROJECT DRAWINGS. ICI. DIMENSIONS SHOWN C)M THIS PLAN FOR METRIC AND ENGLISH UMTS ARE NOT EXACT EQUAL VALUES. tJ: MET`R1G VALUES ARE USED,. ALL VALUES USED FOR CONSTRUCTION 9N1�L BE METRIC VALUES, IF EN:CLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL 8E ENGLISH UNITS. AMERICAN [}UREIC INCFi�tS ASSOCIATION -SOt�TNERN Cltt1J]f=C�RAH,�► CHA.P'T'ER girhi�s� 342-1 SHl:E'r2dF z TRANSITION STRUCTURE RCB TO PIPE .tom► EACH FACE- OLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2-651►1 re51 150 ess (6' I SQ oaad f 6' 3 mrn 100 -i� {• j � CgA.*.S.�� T CS' -44 N, 941•Ct.i� �ROIW� S-0 � 120).1 �01tiAL 81IR9 THAT WQ11E.D !1 OTHERWISE TALL iN OPENING 150 - 1.6 m (5, -01) 50 em [2 [iYP.) 11�R1 I2 '>Irrris,) X=_ ELEVATION 10r�4 4� 300 sell r3-2Q1ir! 19 61 A_!�_ at 2.5 �► (O'-2') (•'4a'IE`•) � �►*��n� SO rwih t!t'1 ��`�' "U"e. MULTIPLE RCB STRUCTURES 382-1 R Iiia -- � 1ki1'H 1}TI11:DA.AD SPECIFiC`.ATtONB F04i PUBLIC iA�OVIKB C�t)d+t ISO ras til � 158 � w t . SOFF1 T Cal tA (il;7 PN�.ET (TYPO gyp - ISM (+�1>I STIRRUPS PLAN aa � RE9 SECTION E eLEv. STA. ELEV. 151 IeSi A.S. a R IN E5 2.5 ra I8�`-Z'1 SEGTIQh1 A -A � 4, BTEfl P�tTTERN Bt4OrWN 19 PICTORIAL ONLY. 5f� NOr7ES 2 AND S OPTIONAL IL CONSTRUCTION JOINT Iv -ADO 2rNl� ir�l E•1r YARIE'S a Yp Td T14 1�J)RIE>li TO' AD G4MSTRVGTtGIN JOthIT SECTION 8-E� AT in t� � IN IS#A (tel gTIIiNU3*5' -- 3-20a cava r►.e. x 2_5 m le' -2"1 SECTION A -A cc I AMERiCAN i�UB�.iC W'CRf�8 A$$I�GiAT1Ci�I, - SOUTHERN CALIFORNIA CHAPTER �►*��n� 1�IN.DC3V�1 DETAILS FOR ��`�' "U"e. MULTIPLE RCB STRUCTURES 382-1 R Iiia SFEt:T I Of � 1ki1'H 1}TI11:DA.AD SPECIFiC`.ATtONB F04i PUBLIC iA�OVIKB C�t)d+t 141�ERlCA,IV PU8L1C 11tifQR1� ASSOCIATION - SOUTHERN GALWQRl�tl#� CNAPIER. �u��aY � TR�lN�SITIC�IV STRUCTURE � ��� "� tv � �- DOUBLE RCB TO DOUBLE RCB 344-1 " �' SHM a * a: w t . At Cal tA gyp - PLAN 1"M R r eLEv. STA. ELEV. STA. SEGTIQh1 A -A � 4, BTEfl P�tTTERN Bt4OrWN 19 PICTORIAL ONLY. 5f� NOr7ES 2 AND S OPTIONAL IL CONSTRUCTION JOINT YARIE'S a Yp Td T14 1�J)RIE>li TO' AD G4MSTRVGTtGIN JOthIT SECTION 8-E� 141�ERlCA,IV PU8L1C 11tifQR1� ASSOCIATION - SOUTHERN GALWQRl�tl#� CNAPIER. �u��aY � TR�lN�SITIC�IV STRUCTURE � ��� "� tv � �- DOUBLE RCB TO DOUBLE RCB 344-1 " �' SHM uaE wm� sT�a at�lc�rl� tdolat FUI>!uMMM c OOIRlSTtitUC'1110Ef REV. REVISION DESCRIP110N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � AS- UIL I/ReCORD DRAWIAIG 'Its !•�o•�l COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, THE CI TY ENG/NEER MA Y REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTES I. THIS STRUCTURE TO BE USED WHERE: v, DEPT" OF COVER !}CES NOT EXCEED 3,0 m (10'). b. CLEAR SPAN OF ONE BARREL ONES Nr•OT EXCEED 3.6 m t120l. . WHEN THESE LIMITS ARE EXCEEDED. WINDOW OPENING DETAILS SHALL 8E A$ SHC}Wtd. DW PROJECT DR4WfKGS, 2. LONGITUDINAL BARS T4 8E CUT IN THE FIELD 'SO hurt (2`) FROM OP'EN[NG, 3. ROUND ALL EDGES TO 50 mm 12'? RApIUS. 4_ NO TRANSVERSE CONSTRUCTION JOINT -TO 8E PLACED WITHIN LS rn (5' -0*) OF Y111Np01N. 5. piMEN$IQNS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES_ 1F METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VAL.UE3, E�tt�pT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR iViETIR I C BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE Et:GLfSH UNITS. \ IICAN PU6LiG WORKS ASSOCIATION - SOUTHERN CALIFORMA CHAPTER 13rrawUNW PIM 382-1 1AFINDt�Vtit DETAILS FOR MULTIPLE RCB STRUCTURES BMW :cIFs N- 1, H'dRtZt)NTAL, ANGLE OF DIVERGENCE OR CONVERGENCE. B. SHALL NOT EXCEED 5'45'. 2. REINFORCING STEL BAR SIZE, SPACING. LENGTHS, AND OUTSIDE. COVER SHALL 19E THAT OF WHICHEVER ADdC}1N1l+G DOUBLE RCS SECTION PRQYiDES THE GREATER STEEL AREA FOR EACH TYPE OF BAR, LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOiN'f$ WITH THE TRANSITION STRUCTURE. 3• THE THIC1cWSS OF THE WALLS AND SLABS SHALL BE THOSE OF THE ADJOINING DOUBLE RCB SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS_ 4. = 28 IrPn (4,000 PSI) AT 28 DAYS ANO THE CONCRETE SHALL BE THE SAW MiX AS THE ADJACENT RCB. 5. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHA{{toL BE GRADE 4C30 (SO) TERMINATE STEEL 4L(} �mDm (IORf21'N G�EARSOFI CONCRETE SURFACEDUt�L��� OTHERWISE SHOWN. G, TRANSVERSE JOINT KEYWAYS, A5 DETAILED FOR i.4NGl't1Ja[NAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON T'HE PROJECT DRAWINGS. SHALL BE PLACED iN BOTH SLABS AND WALLS AT THE ENI OF EACH POUR. T. THE TRANSITION STRUCTURE SHALL 9E CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING T4 DOUBLE RCB STRUCTURES SHOYM;lrt ON THE PROJECT DRAIKINCS, B. DIMENSIONS R6E tNVSfiT ExASHOWN ' � EaUAIN, VALUES PLAN FOR METRIC YALUESQ ARE USED. ALL ALL VALUES USED FOR CONSTRUCTION SMALL BE MIETRiG VALUES EXCEPT RE NEOR tt4G BAR` SIZES IN ENGLISH UNITS MAY BE SIJEXCEPTTiT'UTE�y FOi� METRIC�BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. cn F4RNtA C#iAPTER AMERICAN PUBLIC VIit,RK8 A8S4GMlTtQN • SOUTHERN Ci1LMET STAN LAN UC 344 - 1 20F2 TRANSITION! TRUCTU RE DOUBLE RCB TO DOUBLE RCB Prepared Under The Supervision Of QRpFESS/0 i�0 �IE9k�l No. 37 DRAWN BY: p .6/30/08/m � 2001 East First Street DESIGNED BY: Santa Ana, CA 92705 TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: OF CA� F - - Date 0 a� 0 Q N n 0 0 N 0 I 0 N 0 0 t N m / w w 0 N W CITY OF FONTANA, CALIFORNIA _ / BASELINE AVENUE IMPROVEMENTS 0 / W SCALE: APWA STAN R® PLANS NONE w DATE: m 05-16-07 � APP OVED BY DRAVI9NG NO.: 1 41 1 rn X223 CI Y ENGINE R.C.E. 51152 DATE: