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HomeMy WebLinkAbout4223-12rH� El ter_"'' �' �...•...+.�� A Rea C.-- ��._._.....�__ .. _ xA PLAID r� �!- ELEV. ZSTA, ELEV. STAt. OPTIONAL COIsTRUCT1011 i JOINT LOBAR C STEEL PATTERN SHOWN I 19 KCT0 IAL ONLY. YTRAKSS�ERSE s1:� �oTs a AND ;� 80TTOM r L-bArR � i cONST>RUCT10H JDtuT SECTI CH B -B AMER"N PUBLIC WORKS ASSOCIATION - $OUTNERN C,ALlFORNIA CHAPTER ►ww"t TRAI�SITtON STRUlow Im CTUF�E ��"��`�" �°°�� � SINGLE RCB TO SINGLE RCB 34`1�'I USE tI1VRlf slfrulclsluum alNOwcAnXe 1a0R Mteuc MiOKt9 SI#>:T I CF 4 I �r' I K 4 BASE uNE I I 14 L/3 $ L 3 C L/3 d R `� =2.251N (-[) t,-LtTVGTiy 4F TAPER ilhf=MAX1M1t1Nl dFFSET DiST'ANCE XaDiSTANCE ALONG BASE UNE Y*wDFFS£T €70111 BASE LINE, m 3'1Q'15'2Q'25'3q3540'45'S0'SS`6D' 6 12 18 24 34 ' 30 42 48 54 60 Bf; 72 ri) 90' '(7.50) 15' 30' 37.5' 45' 22.5' 52.5 6Q' 67.3' '(75-) 82.5' 9+0' 120' 10 2�0' 30 40' �' Fp 70` 8Q' 00' t QO' h (110") 20' 150' 12,5' Z5' 37.5' Sf?' 5Zr.5` aaa` 7Fz.� 125` 137.5' 150' mm mm47 813 422 750 -10' [}_18' 1,41' 2.54' �.OQ' 6.25' 7. sa' 8.59' lcl.ao' 2'4n 0 1(3175') 4.3$'� �.�4' 0_6!3300 7, - 4:75 51 zoo 825 2 11' d.17' t?_69' 2.75' 4.13` 5.57' 6.8a' r�.25' 45" 10.31 10.83' 11.40' 4.360a 56 225 bub uu 1350- d 2' 0.19' i?_75�' 1.89' 3.00' d.54' �'.SO' S_DlJ' 1D.31' 11.25' 11.8-1' '1'LOU' - 15_7lCi0 159 356 N2 11425 2138 785U-- 3562 4275 409-a 5344 -5611 5700 I 1.19' 267' 4.73' 9 a.317' 7.13 9.50' 11.x' 14.25' 1x,33' 17.81' 18_70' ts.oD' 7 6000 20' (1,251 5.00' 12.50' GD' f (2.00 10.00" 1 17.19' 7.54' � 18., 75' 19.69' (20.00') 21` a.33' 1.31' 2.95' 5.25' 7.8B' �D.Sa' 13,1.3' 15.75' ' t8.a5' 18.69' 20.67' 21.04' los 412 928 11650 2475 4950 -5672 5188 6497 6A30 1 22' 0.34' 1,38' 3,0 11F�: � DETERMINE OFFSET DISTANCE Ft7Et ANY LENGTH Ole TAPER USE THE FORMULA v�2.75w�x� FOR THE PORTIONS hB' I1N0 C'D' WNtCH /kR£ PaRAOCUC GURVt� THE PORTION Q'C' ISA C TANGENT. VlrffEN THE BASE UNE IS CURYEA. THE OFFSETS ARE APPLIED TO THE CLt�iVtEL1 BASE UNE, AND B'C' .tS NO LONGER A TANGIETtT, 09MEt�510NS� 5H�}NM ON THIS PL -AN FOR METRIC Ahi4 ENi l,JN1T5 /4�iE NOT EXACTLY EQUAL vi�t.11E5. sa: METRIC UNITS ARE USED. ALL �'Al�I.1E5 USED FOR C�7eV5TRUCTtON SHALL BE 6tI~TR1C Yl�111ES. !F ENGLISH LIMITS ARE USED, A1,t_ VA[.UES USED FOR CDf�'STRUGTt�I SHALL I� ENGLISH VALUES. � osw. MEDIAN TAPER STANQARD PiRM�t W-mic °"oWMIG m7«CA mmm SINGLE RCB TO DOUBLE RCS 140-2 ION resv ��t 1n� SHEET 1 OF t1w 1!1lt1H STAidOARIP $PwNI:11T11C�ls Fi)R PUBLIC IRORK3 C0118TRl=0N REv. rm 2 U9E'WiTH 6TXND1ViD 8>♦'10pIhG171fONS F'OA P{J19LIC 11MaRK8 COtfSTRUCt'lOv+t OR � osw. MEDIAN TAPER STANQARD PiRM�t W-mic °"oWMIG m7«CA mmm SINGLE RCB TO DOUBLE RCS 140-2 ION resv ��t 1n� SHEET 1 OF t1w 1!1lt1H STAidOARIP $PwNI:11T11C�ls Fi)R PUBLIC IRORK3 C0118TRl=0N REv. rm S>;IEfeT 1 OF 2 U9E'WiTH 6TXND1ViD 8>♦'10pIhG171fONS F'OA P{J19LIC 11MaRK8 COtfSTRUCt'lOv+t 9' 5.50` 8.23' 111.OQ' 13.75' 16.S�D' 18,91' 2Q.62` 21.66' 22.00' AMERICM PUBLIC VffQRKB AiAT1OIV - SOUTHERN CALIFaRMA CHAPTER � osw. MEDIAN TAPER STANQARD PiRM�t W-mic °"oWMIG m7«CA mmm SINGLE RCB TO DOUBLE RCS 140-2 ION resv ��t 1n� SHEET 1 OF t1w 1!1lt1H STAidOARIP $PwNI:11T11C�ls Fi)R PUBLIC IRORK3 C0118TRl=0N REv. rm S>;IEfeT 1 OF 2 U9E'WiTH 6TXND1ViD 8>♦'10pIhG171fONS F'OA P{J19LIC 11MaRK8 COtfSTRUCt'lOv+t 9' 5.50` 8.23' 111.OQ' 13.75' 16.S�D' 18,91' 2Q.62` 21.66' 22.00' AMERICM PUBLIC VffQRKB AiAT1OIV - SOUTHERN CALIFaRMA CHAPTER � osw. MEDIAN TAPER STANQARD PiRM�t W-mic °"oWMIG m7«CA mmm SINGLE RCB TO DOUBLE RCS 140-2 ION resv ��t 1n� SHEET 1 OF t1w 1!1lt1H STAidOARIP $PwNI:11T11C�ls Fi)R PUBLIC IRORK3 C0118TRl=0N !i i.i� I. THE Ht}RIZQhITAL, t4N6LE. OF DIVERGENCE NYERG NC $. SHALL NOT EXCEED 5045'. 2, TH REINFORCING STEEL BAR SIZE,, SPACING AND COVER OVER THE STEEL OF STRAiGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS, OF L -BARS IN i'QP AND 80TTalri CORNERS, OF STRAIGHT VERTICAL BARS IN s I DEwAI_LS AND/OR LONGITUDINAL DISTRIBUTION AND TIE BARS IN TOP OR BOTTOM SLABS OR S(OE VifALLS SHALL BE THOSE OF ' WHICHEVER ADJOINING RCB SECTION PROVIDES THE GREATER STEEL AREA hoR EACH; TYPE OF BAR AND GREATEST COYER, THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRAhiSITI+QN. 3. THE T1-itGKNESS OF THE it+YAL.LS AND SLABS SHlil,l. BE THOSE OF THE ADJ04iIkG RC8 SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE T4V4 ENDS. 4, i' a 26 MPa t4000 P31? AT 28 DAYS AND THE CONCRETE SHALL BE THE AME. MIX AS THE ADJACENT RCB. 5. ALL S'f"E.EL EXCEPT LONGITUDINAL STEEL. SHALL 8E GRADE 400 isG? BILLET STEEL CONFORMING TO ASTM A sIS M to 615)ANO BHA.L.L ��HE�VV��WISE HOmm tl 1/0) CLEAR OF CONCRETE SURFACE UNLESS 6. THE TRANS1'Ir101V STRUCTURE SHALL. BE CONSTRUCTED IN ACCORDANCE WiTH THE STRUCTURAL NOTES APPLYING TO RCB STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 7. DETAILS 4F CONSTRUCTION JOINTS AND KEYWAYS SHALL BE AS SHOWN 4N THE PROJECT DRAWINGS FOR SINGLE RCS STRUCTURES. S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH 'UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METR I G Y14LU���, WCEPT REINFORCING BAR'S1ZE5 IN ENGLISH UNIT$ MAY`BESUBSTITUD FOR METRIC BAR SIZES. IF EN:611SN UNITS ARE USED, ALL VALUESUSED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN Ptl80C WORKS ASSOCIATION - SOUTHERN CAL1FOftNIA CHARTER sTANDAM avw. 341 � 1 �F1�3�aAT: TRAN rTi N TR TUR RCB �B TOSINGLE RSB rz�_ 0'U TLE.T5 TEP ­� x 4 sTEPs PE47) R 635 OR 836 A 44tTH LEGS S H O'R'i'Ftt£Q Tb t?x 600 ram (2+') (SZ") MIN IF OEP1F, or uaNH4Y.� PERui i 0 Gl.i IN BASK T.. i; -f • •-r CUSS 339-C--2:1 2x.) RI AN 1� REDUCER DING AND ADJUSTING RINGS INL1: T 910 mm C7Ft 1062 nkm 3a O 4 a 3G4 iso mm \ r (15 ) , 29 mr+, SECTION A- A 'A s 2 25 "twi a mm -INLET a � E� ADJUSTING RING [DETAIL (6SFP*C 21 CL 59 TAP 0- )00 ONE 75 mm 3` �,DJ.iSTta1C F rn C�EE.R,:C7 (( RIMS EGtiPT1QVAt. REA4tC&IL R 671NC vi to Ln E o ,r► � i I T7 w • 00 �. MQFa TAR t10 T ret]fti: 11-IArf 10 rr.rn ALt�CCPF4k0JD JOiNT DETAIL N014-- 75 rrm MNFORCED t Ir a �].II.trTlNtl (3-) 690 � RfNcy. 5. (2.4") ora 1 L .•r 5Ch7 mm � - 1 E T6 mrn AMERICAN LIC WQRI'C$ ASSOC3kTlON - SOUTHERN CALIFORNIA CRAFTERrrmomm . wMAN TRANSITION STRUCTURE 343-1 SINGLE RSB TO DOUAln vT* B 'cwi� Awe ol A STANDARD PLANS F'QR PUBLIC WORKS C(?NSTRUCTiaN . nasu�e SEWER MANHOLE 200-2. TOLL FREE '"IMP'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STRUCTURAL ANALYSIS REQUIRED fAiliElii THIS DIMENSION EXC=8 480 nar► (141 r _ 50 IiO1J8LE r - At AG8 118'1 �..� �........_. ...._ �. �.ar��a�rr�r ��- •._s R TLAN , � B P oPTI o OONSi JOINT ZiLti I 1 VM A -A SECTION B -B 5T�4 PATTE�1 5t'Wi�M i g ll, CTBit I SIL GNIY. $� MGTl8 2 AND d :ONgTlitl.lCTlON JOINT AMERICAN PUBLIC IAtORK$ A83OGlA'Pi+L)IV - SGUTtiMH CALIFORNIA CHAPTER dum-m W THE TRANSITION STRUCTURE STAND °"oWMIG m7«CA mmm SINGLE RCB TO DOUBLE RCS *U3 - 1 REv. rm S>;IEfeT 1 OF 2 U9E'WiTH 6TXND1ViD 8>♦'10pIhG171fONS F'OA P{J19LIC 11MaRK8 COtfSTRUCt'lOv+t .- 1. EXCEPT AS, NaTIrA FtEREaN THE Pit;GAST UNITS SMALL BE MAtl1FA,CTUREGI AND TEST>rU 1N ACCORDANCE AYH ASTM C 475. AS AN A1.,TERNI,'1E CURING METHOD, THE UNITS MAY BE CURED USING SA"ATED SiEAf,A FOR A MINIMUM OF 1.2 HOURS FOLLOKQ 8Y 8 .DAYS OF WATER CURING OR MEMBRANE L'lJR1hJG. IF THE UNITS .ARE CfJR£I3 6Y THE ALTERNATE METHOD, Tl{EY SHALL NOT 8E SNIPPEQ PRVOR TO 8 DAYS AFTER CA571NG NOR UNTIL THE CONCRETE HAS ATTAINED A STRENGTH OF 25 CPQ ( Sala PSI) 2. EA.ANf•i{7LE STEPS SMALL CONFORM TO SPRW'C 835 -TYPE 1 4R 3 OR SPp44lc 63$. TFIE MaNHOI.E. STEPS SHALL BE UNIFORMLY SPAGEO AT A MAXiIb41,1A 4F 400 mm THE LOYfEST STEP SHALL BE PLACED NOT LESS THAN 204 mm (8') NOR MORE THAN 454 mm (1>g") A$t3VIF THE SHELF. THE STEPS SHALL PROJECT 125 mm (5-) INSIDE THE MANF-fOLE, 3, RIR S£CTi(7NS aIAY BE REINFORCED OR U+NREINFORGEp- REItJFQRCls:.Q SECTtt)N.S SHALL BE REINFORCED IN ACCORDANCE WITH ASTM C 478 lLtVQ Sl~taEL HAVE A MItJ!MUM 'rYALI. 7HIGI4NGSS OF 125 mrn (5"). UNRFIRIFOr"tCl:tD t'tiSEA SECTIONS SHALL HAVE A triIN141U141 WALL TKCK[r1ESS OF 150 mm (8"). 4. 'THE 600 mrrl K 1240 mm (24"x46") ECCEEVT"R1C CONES MAY BE RElNi'4RCEd OR UhtREI"JFaRC£D. IF REINFORCED, THE wfiL1 THICKNESS SHALL BE NGT LESS THAN 125 e-nrn EF UNREENF"pRCE>7. T'r1E WALL THICKNESS SCALL NOT 8>; LESS THAN SCI mm (ti-). 5. JOINTS Sl-IALBE TO[wLGLIf= AND CRC)OVE, JOINTS FOR REINFORCED St. UCY).JRES SHALL CONFORM iM1iH ASTM C 4178 SECTION 14.. 6_ PRECAST UNITS SHALL 8E hSSFMeh.£p USING CLASS "B` MORTAR - 7, IF 762 mm (30") DIAMETER PAhNi-Vc7LE FRAME AND COVER IS REQUIRED, IT SHAD BE thtSi'AELEb K,HEf?E 1+NE R'EDUC,'ER RING I -S SHOWt,I IN THE SEGT64N- ©. F'OR hEiNFOR'CEb PRECAST STRUCTURES, ALL R1~UNFbRCENEN T SHALL HAVE A 14IN1P,Al1M OF 50, mm (2") OF COVER OVER TkjE STEEL 0.14 THE INSIDE FADE, fl TtiE CHIP 0?EN1NG OF THE MANHOLE AND THE 5TEPIS SHALL. 5C PLACED DIRECTLY t7111rE? THE OU1'L1=✓T OF T1 -UE STRUCtURE EXCEPT A5 0TN1_:R'H1 ;C ijnTED ON PLANS. 10. CONCRETE EASE AND S1UB WA�LS S#•iAI.L 9E POURED IN ONE OPERATION TO A POINT 50 mm (2") AE3fl1E THE INLET AND OtfTtET PIPES_ ALL PIPES SHALL DE RIGIDLY SUPPoR'T'Cd BY TEMP4arORY BIERS OR OTl-LER h,iE-DaQDS pVRltJG 1N1; 4P£RAT1©h!. CONCRETE SHALL SCT FOR 24 HOURS 8£f'dRE PLACING PRECAST UNITS. STANDARD PLANS FOR PUSUc WORiri x CaNSTRucTlorJ REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � S-gl11LT/ 1ZECaiZD DRAWING �� to I •l0•II COMMENCE WiTHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH /N A DILIGENT MANNER, THE CITY ENGINEER MA Y REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. NOTES (. THE HORIZONTAL ANGLE OF DIVERGENCE DR CONVERGENCE. $, SNCL ' NOT EXCEED 3° 45' . 2. REINF4RGiNG STEEL BAR SIZE, SPACING AND OUTSIDE COYER SHALL BE THAT Of DOUBLE RCS SECTION. FOR CURVED TRANSITIONS. SPACE BARS OiV CENTER LINE AND PLACE TRANSVERSE $TEFL RADIALLY. THE BAR LENGTHS AND DIMENSIONS SHALL. VARY UNIFORMLY THROUGHOUT TRANSITION. LONGITUDINAL BARS SHALL BE CONTINUED THROUGH THE JOINTS WITH THE TRANSITION STRUCTURE. 3, THE CONCRETE THICKNESS SHALL BE THAT OF THE DOUBLE RCS SECTION. 4. PLAN AS SHOWN 19 FOR DOUBLE RCB SECTION DOWNSTREAirA WHEN DOUBLE RCB SECTION IS UPSTREAM TAPER TKE LAST 600 main t240i 0F CENTER WALL 1'0 END IN 40 mm if I/21 RADIUS. S. a 28 �riPc {4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE t AllE bi1K AS THE ADJACENT RCB. 6. ALL STEEL, EXCEPT LON61TUQtNAL STEEL SHALL BE GRADE BOO t601! BILLET STEEL CONFORMING TO ASTM A 61.5 M to 6151 ANO $HALL TERMINATE 44 mrr>i tl 1I2') CLEAR +DF CONCRETE SURFACES UNLESS OTHERWISE SHOWN, 7. TRANSVERSE JOINT KEYWAIirS, AS DETAILED FOR LONGITUDINAL JOINT KEYWAYS AT BASE OF OUTER WALLS ON THE PROJECT DRAWINGS, SHALL BE PLACED IN BATH SLABS AND WALLS AT THE END 01= EACH POUR. g. THE TRANSITION STRUCTURE StiAL1. BE CONSTRUCTED IM ACCORDANCE WITH THE STRUCTURAL NOTES AP'PLYING. TO RCS STRUCTURES SHOWN ON THE PROJECT DRAWINGS. g. DIz'aiENSlaIVS SHOWN ON THIS PLAN FOR, METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES, IF METRIC VALUES ARE USED, ALL iVECSGDREST�MNNM���U99REIQ�INBA$IZEGl5HVNTSESBAUq8E PT SEM�R ICNSTT•IF �ENGLISH, LL IE EHITH R��' ALL YAIUESUQFOR�CIONFABGIiSI fl el4flf w _ r 41" ?��sss �r�}� Tam 2+d 440 d� #fes . a aLn _ ' rn NYMOAAD MeIMlc � I' No. 24 200-2 , i� Exp. 12 31-1i �'�� +`ll I Prepared Under The Supervision Of QRpFESS/p ��O ky�l DRAWN BY: No. 37 o .6/30/082001 East First Street DESIGNED BY: � :OF Q 6 Santa Ana, CA 92705 � �q C1V1L TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: - ate r:. Q a C.� 46'/ (Lo dl rZ cD Lu Lo 5 CO l rn W W 2 / 0 N W CITY OF FONTANA, CALIFORNIA BASELINE AVENUE IMPROVEMENTS 0 SCALE: z APWA STANDARD PLANS � NONE DATE: Q m 05-16-07 � 7,..,O.v ED DRAWING NO.:12 � 4Z23 4� ITV ENGI R.C.E. 51152 DATE: a i~E RCB w _ r 41" ?��sss �r�}� Tam 2+d 440 d� #fes . a aLn _ ' rn NYMOAAD MeIMlc � I' No. 24 200-2 , i� Exp. 12 31-1i �'�� +`ll I Prepared Under The Supervision Of QRpFESS/p ��O ky�l DRAWN BY: No. 37 o .6/30/082001 East First Street DESIGNED BY: � :OF Q 6 Santa Ana, CA 92705 � �q C1V1L TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY: - ate r:. Q a C.� 46'/ (Lo dl rZ cD Lu Lo 5 CO l rn W W 2 / 0 N W CITY OF FONTANA, CALIFORNIA BASELINE AVENUE IMPROVEMENTS 0 SCALE: z APWA STANDARD PLANS � NONE DATE: Q m 05-16-07 � 7,..,O.v ED DRAWING NO.:12 � 4Z23 4� ITV ENGI R.C.E. 51152 DATE: a