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HomeMy WebLinkAbout2832-9� m x Ed IMEMENIM11 I is WIN memmmmmmmmmi m mmmmmmm , Z=111111111=11 mmmimmmmmmm 1111 NEEMENNEEMEMEN off A I.D. OF PIPE 37" TO 60" USE DOUBLE WIDTH OF BRICK I.D. OF PIPE 36" OR LES: USE ON WIDTH OF BRICK ffIV," PROFILE SCALE HORZ: 1� = 40" VERT: 1" = 4' CITY BENCHMARK N0. 289 CONCRETE BULKHEAD DETAIL'vC'w. ELEVATION = 1031.22 SCALE: N.T.S. RR SPIKE IN POLE N0. 61319 NE COR. PER PLANS OF SANTA ANA AVENUE AND CATAWBA AVENUE q OF PIPE 3RICK LAID LENGTHWISE OND MORTARED 1"t CEMENT GROUT�N.INSIDE EDGE OF R.C.P. GROOVE CAPPING AT END OF PIPE SECTION OR END OF PIPE (IF BROKEN) NOTES 1. THOROUGHLY CLEAN AREA OF PIPE TO RECEIVE BRICK AND MORTAR PRIOR TO CONSTRUCTION F F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED D BARS 8 75mm (31) R I 75 mm (3) OC [OM1+3) TIE BAR Ir R=10, OF SPUR ct' tC 4-20M(+6), E BARS A L# J 975 mm I3'-3') LONG, N. L. J SEE NOTE 2------- t 4-E5M04) H D BARS _ s----IOM(+3) TIE BAR BARS 900 mm - - 1.2 m (3'-0') LONG 75 mm (3') O�a SEI: NOTE 9 I 3-15M(+4) J BARS 1.4 m (4'-8') LONG 75 mm 3.1 OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F1 F (61) OC TO INSIDE EDGE OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COYER PER GRADE STD. PLAN 630 610 mm (241 MANHOLE SHAFT r 125 mm x 50 mm Wa N p� PIPE SEAT LEVEL. PER STD. (5'x2') m SEE NOTE 8 PLAN 324 PIPE SEAT F f 900 mm (31-01) W o m E BARS ti n w I w � -rj � £BARS �� w o TIE BARS STEPS11 `75 mm rf _a �� �_ N TIE BAR o 1i D BARS 125 mm (5•}((p o F F J BARS S �a4 zoo I F ROUND EDGES 2` 4'} (2'-4'] TO 75 mm (31) R SPRING LINE 15M(+4) G 450 mm INLET LLT (18') OC BOTH ELEVATION 1 GRADE POINTS, WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D2 IS 1508 mm THIS POINT (601) 4R OYE SECTION B -B SECTION A -A CONCRETE RINGS f -.STREET GRADE PER STD. PLAN 324 �R NG SEAT5 mm (5'x1') OMiT THIS H BARS STEP 1N PAYED - o� SEE TABLE STREETS Nm rVARIABLE / I25 Iso mm H BARS 24 Irpml ON THE BASIS OF INFORMATION COMPILED :{ RNiSHED BY OTHERS. THE ENGINEER WILL RESPONSIBLE FOR ANY ERRORS OR `ONIONS WHICH HAVE BEEN INCORPORATED INTO AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 150 mm (6` E BARS 400 FOR � 0 "` -IOM(+3 OR y4) F o t6•)1 MANHOLE PIPE TO PiPE MAIN LINE STANDARD PLAN METRIC PAYD STREETS. F TIE BARS f:D ETS, � 650mm (2`-2') FORD UNPAVED STREETS!j BARS ROUND EDGES ID=900 mm (30" OR LARGER RECORD �DRA1 K30 rev. Ism TO 75 mm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1125 mm (45') 195 mm (7 3/4'I 13') R SECTION C -C 1200 an (491) 205 Mm (8-) '1aE RECORD DRAWINGS HAVE BEEN PREPARED, Irpml ON THE BASIS OF INFORMATION COMPILED :{ RNiSHED BY OTHERS. THE ENGINEER WILL RESPONSIBLE FOR ANY ERRORS OR `ONIONS WHICH HAVE BEEN INCORPORATED INTO AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCMULGATE0 OY TH' MANHOLE PIPE TO PiPE MAIN LINE STANDARD PLAN METRIC PUKICIACAKS STANDARD INC., GREENB06K"COMM!Tit1 ID=900 mm (30" OR LARGER 320-1 rev. Ism SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TH> EZ-*MENTS AS A RESULT THEREOF. U n d ergrou n d Service Alert. SECTION 4216/4217 OF THE GOVERNMENT FORe Y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 2 122E�i�v t�Rwrr-t!� TOLL FREE 1-800-227-2600 Q Revised CB & Lateral Locations roftles TWO WORKING DAYS BEFORE YOU DIG REv REVISION DESCRIPTION TIENT GROUT CAPPING RICK &MORTAR CLOSURE ELEVATION TABLE OF VALUES FOR F PR„�.oHY, 2 " QFC LARGER 900 mm 361 165 mm 1/21 RCB TO PIPE42 975 mm 391 i8 m m 19,2 1050 mm (421) 190 mm (7 1/2') 5 1125 mm (45') 195 mm (7 3/4'I SHFI 7 OF 2 1200 an (491) 205 Mm (8-) 1275 mm5[ ) t 215 mm 18 I/21 SHALL BE ENGLISH UNITS. 1350 MM (54'1 230 mm (91 NOTES 1425 mm (57') 235 mm 19 1/4' CASE I AND CASE 2 1500 mm 1601 240 mm (9 1/2` { 1575 mm (63.1 255 mm (10` 1650 mm IS 6"1 260 mm (10 1/4') {24'}, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 1725 mm (69') 275 mm (10 3/41 2. 1800 mm (721 280 mm (ll') 1950 mm 1781 300 mm (Ii 3/4' ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 2100 mm (841) 320 mm (12 1/2' 3. 250 mm 90•3.3.5 mm 03 1 4'] 2400 mm (961) 355 14' INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD 2550 mm 0021 395 mm (15 112') 2700 mm (108') 405 mm (I6') 2850 mm 11141 420 mm (16 i/21) THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE 3000 mm (1201 430 mm (Il') 3190 mm (126• 430 mm IT s ) C ) 30 m 1[32') 445 mm (171/211 TO 75 mm {31 MAXIMUM. 3450 mm U 8` 445 mm {t7 112'1 5. .3600 rn 14' 55 I!8'} TABLE OF VALUES FOR M (SEE NOTE Il IF AID WITHIN TH MAIN CAV T TRENCH 0 IF i L E LINE EX A ED R LAID ON SECTION PAVED STREET UNPAVED STREET MAX. I MIN. MAX. MIN, 660 A -A 1867 mm (2'-10 1/21) mm {3'-6') RN R CHIP ND F CONNECTOR PIPE FLUSH WITH INN BU 0 E 0 H ER SURFACE C -C 282 mm (II') 1217 min (8 I/21 1410 mm 16'1 380 mm 15` AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC320�� 1 MANHOLE PIPE i'0 PIPE MAIN LINE /� /gypR �± mm ? �6i) OCARVER Ip=900 SHEET 302 51-1 12/00 PR„�.oHY, TRANSITION STRUCTURE " QFC LARGER 2OF4 LDKin DATE ENGR. CITY DATE FRE'�q�' NO. 16434y Exp. 6/30/01 CIV\ \- q�OFCP OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC ..MANHOLE PIPE To PIPE MAIN LINE 320-1 ID -900 mm 36 L.D. KING, INC. 2151 CONVENTION CENTER WAY Ic I SUITE 100B ONTARIO, CA 91764 (909) 937-0200 CARL J. AN, R.C.E. No. 16434 DATE EXPIRES 6 PR„�.oHY, TRANSITION STRUCTURE " QFC LARGER SHFET3OF4Lr) -30-01 a OFILE J� NOTES t. 'WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BO}( 15 LESS THAN 867 mm t2'-10 I121 FOR PAVED STREETS 4R 1060 mm (3'-61 FOR UN- IPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND (DETAIL IN*. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -G. WHEN DIAMETER D1 IS 1240 mm (48') OR LESS, CENTER SOF SHAFT MAY BE LOCATED PER NOTE Z. 2. CENTER 0F MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D1 I5 1200 mm C4131 OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALE. HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS- A. D2=2400 mm {969 OR LESS, L=1.7 m (5'-6'), P=130 mm {51 B. Dz OVER 2400 mm (96'). L=1,8 m (6'-0`), P=2i0 mm to"} L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, fl BARS SHALL BE CONTINUED ISO mm (61 OC. . OF HOW N ON PROJECT STATIONS MANHOLES DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LiNE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LiNES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40)+ AND SHALL TERMINATE 40 mm (l I/21) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. B. FLOOR OF MANHOLE SHALL 6E STEEL TROWELED TO SPRING LINE. 7, BODY OF MANHOLE SHALL 8E POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 13E PLACED AT SPRING LINE. 8. THICKNESS OF THE DECK SHALT_ VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9, D BARS SHALL BE E5M4.41 FOR D2=975 mm4391 OR LESS, 15M(+5) FOR IDz =1050 mm (421 TO 2100 mm ($41 INCLUSIVE AND 20M(i6) FOR D2=2250 mm (90') OR OVER. lO. CENTER LINE OF INLET PiPE SHALL 3INTERSECT INSIDE FACE OF GONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD FLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm t151 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm {24'} ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL t3E USED FOR THIS MANHOLE= A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT iF THE MAIN LINE RCP DOWNSTREAM Of MANHOLE IS 900 mm (36") TO 1050 mm (42`) INSIDE DIAMETER AND THE WAIN LINE RCP UPSTREAM IS 825 mm (33') S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LENS. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. G. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30'). 13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15. WHERE A MANHOLE SHAFT - 900 mm t3611 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER iS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm {361 WiTHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UMTS 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 DAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 6E ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN; 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm 1:361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm {361 WITHOUT REDUCER 630 610 mm 124"11 MANHOLE FRAME AND COVER 633 914 mm (361 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFi?RNTA cH APTS R STANDARD PLAN MANHOLE RIFE TO PIPE MAIN LINE METRIC � 320 ID -900 mm -(36") OR LARGER SHEET PROFILES AND DETAILS FOR STORM DRAIN IMPROVEMENTS CITRUS AVENUE FROM JURUPA AVE. TO SLOVER AVE. M � �N 0Q cc � OCC W K) Q 4 a At uj cc O_ W B F- ) ` -`�.,...-.... - to ftGP RC ARCH+ OR ! RC ARCHr - i g y_N�+ ARCH MAY HAVE A HORSESHOE - ac '^ SHAPED, CIRCULAR, ELLIPTICAL Q�v 4 cr w Fn OR SIMILAR CROSS SECTION. 0ox ; I.W. F P. SEE NOTE 5 I ELEV. STA. ELEV. I STA. CC 0 cc M � GW.a O W NW SECTION A -A --- STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES _ z AND r RCP OR ARCH � r OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT 4F RC8 0R ARCH, RGB TO ARCH, USE CONST. JOINT OF RCB SECTION B-8 D L T 300 mm (12') 300 mm (12'} 100 mm {4') 450 mm (18'1 300 mm 1121) 125 mm (5'} 600 mm (24•) .344 mm (12') ISO mm {6'} 750 mm (30•) 950 mm (!8') 175 mm (7'} 900 mm (36')1450 mm 118'1 225 mm €9') 1034 mm (42' 450 mm 118') 223 mm {9') 1200 mm (48' 450 mm (18'1 250 mm (t0') 1425 mm (57'1 450 mm (l8'} 250 mm IkO') .1500 mm fFiO' 525 mm (2!'! 275 mm (U') 1650 mm (66' .525 mm {21') 273 mm {Il') tt3a0 mm [72') 544 mm (241 300 mm {1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PR„�.oHY, TRANSITION STRUCTURE STANDARD PLAN 4aF4 PROFILES AND DETAILS FOR STORM DRAIN IMPROVEMENTS CITRUS AVENUE FROM JURUPA AVE. TO SLOVER AVE. M � �N 0Q cc � OCC W K) Q 4 a At uj cc O_ W B F- ) ` -`�.,...-.... - to ftGP RC ARCH+ OR ! RC ARCHr - i g y_N�+ ARCH MAY HAVE A HORSESHOE - ac '^ SHAPED, CIRCULAR, ELLIPTICAL Q�v 4 cr w Fn OR SIMILAR CROSS SECTION. 0ox ; I.W. F P. SEE NOTE 5 I ELEV. STA. ELEV. I STA. CC 0 cc M � GW.a O W NW SECTION A -A --- STEEL PATTERN SHOWN IS PICTORIAL ONLY. SEE NOTES _ z AND r RCP OR ARCH � r OPTIONAL CONSTRUCTION JOINT RCB OR ARCH TO RCP USE CONST. JOINT 4F RC8 0R ARCH, RGB TO ARCH, USE CONST. JOINT OF RCB SECTION B-8 D L T 300 mm (12') 300 mm (12'} 100 mm {4') 450 mm (18'1 300 mm 1121) 125 mm (5'} 600 mm (24•) .344 mm (12') ISO mm {6'} 750 mm (30•) 950 mm (!8') 175 mm (7'} 900 mm (36')1450 mm 118'1 225 mm €9') 1034 mm (42' 450 mm 118') 223 mm {9') 1200 mm (48' 450 mm (18'1 250 mm (t0') 1425 mm (57'1 450 mm (l8'} 250 mm IkO') .1500 mm fFiO' 525 mm (2!'! 275 mm (U') 1650 mm (66' .525 mm {21') 273 mm {Il') tt3a0 mm [72') 544 mm (241 300 mm {1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PR„�.oHY, TRANSITION STRUCTURE STANDARD PLAN aisue xoaks sTANpaf{D$ ��c. S`iREENbCOK COFd1ACTTEE RCB TO PIPE42 �ryy METRIC {t - '` 342-1 19,2 SHEET i OF 2 5 Rte' 19� SHFI 7 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 15M 0 300 mm [+4 CF 121--7 f ------330-G-23 (560-C-3250) CONCRETE (TYP.) SEENOTEg...YY��•• ��• 2`1 150 mm 6'1 MIN CUT - - =-- N0. 2 4 LINE 9 a 90' CUT N4. 2 LINE 154 mm GUT NO. 2 , 6') MIN I 3.14 (DO -D) _ DETAIL "A" (SEE NOTE )o) SONO -TUBE, 4R Et}UAL, INTERIOR FORM CUT NO. Ir SAW THE TUBE AT AN ANGLE OF Aft WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT N0. 2, SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE £NDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. P�. s Ij .A ••Ll. '�• y 6 INTERIOR SURFACE 4f PIPE DETAIL "B" TYPICAL JOINT FOR REiNfORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA GRAFTER PRG4IULGATE')HYTRE _. CONCRETE COLLAR FOR RCP STANDARD PLAN PU9I1C NPokKB 9TANDP.RA$ INC., METRIC. GREEFIBOOK C4R1Mf1S•EE 300 mm '12" THROUGH '1900 mm 72" 380-2 1932 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION t LATERAL/CONNECTOR PIPE CONC. PIPE. RCP OR CSF �tIF40AI'N STANDAROPLAN METRIC 342 _ 1 TRANSITION STRUCTURE RCB TO PIPE SH€E'f 2 OF 2 3 825 mm (33'} TO 1425 mm 1571 4 SHEET i OF 2 5 LINE RCP Iv MAIN LINE RCP m, GLASS C 15 nu v MORTAR � c� SEE STA. PT. 1 � BEDDING OF r� -�� R INLET PIPE E n BACKFILL WITH SEI; 4 45 265 Kyy-G-14 (Npu (450-C-2000) _ C CON ETE OR `v R COMPACTSOIL TO roo mfi 4' RELATIVE DENSITY REQUIRED BY Q SPECIFICATIONS CASE I UNDISTURBED EARTH BEDDING, PER SPECIFICATIONS SECTION i3 -B FOR OUTLET SEE STD. CATCH BASIN PLANS CATCH BASIN F R Q FLOOR STANDAROPLAN METRIC 342 _ 1 TRANSITION STRUCTURE RCB TO PIPE SH€E'f 2 OF 2 3 825 mm (33'} TO 1425 mm 1571 4 ISOO mm (60") TO 1840 mm (721) 5 OF z ENGLISH UMTS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE I AND CASE 2 { IF ANGLE A IS LESS THAN 45" OR IF D IS LARGER THAN sa 0 mm {24'}, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE (}(AMETEK OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD PLAN CASE I THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE a 265 Kg�s(.`„14 Mpu (450-G-2000] CONC. ENCASEMENT. 1/2 OD MiN. SEE NOTE 5 , SSU CONC. PIPE. 'a r61) RCP OR CSP BACKFILL f BEDDING SEE NOTE 3 5 mFn {1/2']�1AIN/ SEE NOT 4 J. -- --- J' CB>45°- -_ CASE 1 CASE 2 SECTION C -C (SEE NOTES 9 & 10) 140 mm [4.) IN i VARIES TO SUIT E CONDITIONS o CLASS C MORTAR -- - - Eb--- +�nsv STA. OPS+ PLAN SECTION CASE 33 SADDLE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER A PLAN STAND RD PROFdU GATF3] 9Y THE l -- PIPE IPE ME'T;21C JUNCTION STRUCTURE T{� P PUHllCW4RKS &?ANHARCS INC.. [ID � �QI� mm ��� 332-1 (3REENHUUK CDMA9ITT<:E REY iia USE WITH STANDARD SPECIFICATIONS FOR PUBLIC Woltxs COtISTRUCTION SHE(=1' I NOTES I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 4, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACINGS, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS= RCB TO RCP AND RCD TO ARCH -THAT OF RGt3 SECTION. ARCH TO RCP -THAT OF ARCH SECTION. ARCH TO ARCH -THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS= RC$ TO RCP AND ARCH TO RCP -THAT OF ARCH OR RCS SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS lOOmm t41 GREATER,. IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100mm t41. RCS TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5, AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130mm {5'} FOR PIPE SIZE OF 2400mm (961) OR LESS, AND 200mm [81 FOR PIPE SIZES OVER 2400mm C961. ti. !el = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MiX AS THE ADJACENT RCS. 7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60) BILLET STEEL CONFORMING TO ASTM A 615 M to 61.5) AND SHALL TERMINATE 40rnm (t 1J2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY f3E CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION s -s. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDAROPLAN METRIC 342 _ 1 TRANSITION STRUCTURE RCB TO PIPE SH€E'f 2 OF 2 3 825 mm (33'} TO 1425 mm 1571 4 ISOO mm (60") TO 1840 mm (721) 5 OF z ENGLISH UMTS ARE USED, ALL VALUES USED FOR CONSTRUCTION NOTES I. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 4, SHALL NOT EXCEED 5' 45'. 2. REINFORCING STEEL BAR SIZES, SPACINGS, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS= RCB TO RCP AND RCD TO ARCH -THAT OF RGt3 SECTION. ARCH TO RCP -THAT OF ARCH SECTION. ARCH TO ARCH -THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS= RC$ TO RCP AND ARCH TO RCP -THAT OF ARCH OR RCS SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS lOOmm t41 GREATER,. IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100mm t41. RCS TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5, AT RCP JUNCTURE, EMBEDMENT P SHALL BE 130mm {5'} FOR PIPE SIZE OF 2400mm (961) OR LESS, AND 200mm [81 FOR PIPE SIZES OVER 2400mm C961. ti. !el = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MiX AS THE ADJACENT RCS. 7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400(60) BILLET STEEL CONFORMING TO ASTM A 615 M to 61.5) AND SHALL TERMINATE 40rnm (t 1J2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY f3E CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION s -s. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDAROPLAN METRIC 342 _ 1 TRANSITION STRUCTURE RCB TO PIPE SH€E'f 2 OF 2 NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS !t) PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1} IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm t!'}. BUT IS LESS THAN 75 mm{t3'} A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2,4 OF THE SSPWC. IF THE EXTREME 1NDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm t39, BUT LESS THAN 150 mm 16'1, A CC)NCRETE COLLAR iS REQUIRED. IF THE CLEAR SPACE }S 150 mr1} (6') OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE, 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WiTH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN tk. JOIN INVERTS AND WHEN DI IS GREATER THAN D2= JOIN SOFFITS. 5. FOR PIPE LARGER THAN lSOO mm t72'1 SPECIAL COLLAR DETAILS ARE REQUIRED. fi. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER, 7. REINFORCEMENT SHALL CONFORM TO ASTM A 815 M to 619) GRADE 300(40). t#. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm {21'} AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME ©LITER ENDS IS 76 mm (31) OR LARGER. CIRCULAR TIES PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm {21'} OR LESS 3 600 mm t241 TO 750 mm (301) 3 825 mm (33'} TO 1425 mm 1571 4 ISOO mm (60") TO 1840 mm (721) 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm 131. THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPADING OF 150 mm (60) O.C. tO. WHERE THE PIPE IS 525 mm #214 OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE iS 600 mm {241 OR LARGER A REMOVABLE INTERIOR FARM SHALL BE USED OR THE INTERIOR JOiNT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTE(}. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE N07 EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USE(} 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 UMTS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANoaanPLAN METRIC 380 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm 72" SHEET 20F2 GENERAL NOTE SHOULD CONSTRUCTION OF THE CITY OF FONTANA,. CALIFORNIA N REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE o DATE OF APPROVAL SHOWN HEREON DRAWN BY: SCALE: d-- AND CARRIED FORTH IN A DILIGENT ccP CITRUS AVENUE STORM DRAIN AS SHOWN MANNER, THE CITY ENGINEER MAY DESIGNED BY: PROFILES AND DETAILS DATE: REQUIRE REVISIONS TO THE PLANS TO MPT aurrE 2000 Q BRING THEM INTO CONFORMANCE WITH CHECKED BY: APP BY: DATE: DRAWING NO.: �I 9 CONDITIONS AND STANDARDS IN EFFECT. DIS � 3 2832 9 0 ACTING -CITY ENGINEER R.C.E. No. 5T152 I. 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 C VA LUES. IF ENGLISH UMTS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE I AND CASE 2 { IF ANGLE A IS LESS THAN 45" OR IF D IS LARGER THAN sa 0 mm {24'}, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE (}(AMETEK OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (i'} MINIMUM TO 75 mm {31 MAXIMUM. 5. ALL CONNECTOR PiPES FOR EASE 2 SHALL BE ENCASED IN CONCRETE IF AID WITHIN TH MAIN CAV T TRENCH 0 IF i L E LINE EX A ED R LAID ON FILL WHiCH HAS NOT BEEN QENSIFIED. 6 RN R CHIP ND F CONNECTOR PIPE FLUSH WITH INN BU 0 E 0 H ER SURFACE 4F MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. B. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL Of MAIN LINE AND THE CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A CRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 3.5 m (129 OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 II. CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LiNE. � 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE - S0 ITS AXIS WILL BE ON THE LINE AND GRADE OE' -THE CONNECTOR PIPE. o i STANDA.Rn !'LAN METRIC 332-1 0) � SHEET OF 2 I LDK JOB #: 124-07 1112 -SD LDK JOB #: 124-07 1112 -SD