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HomeMy WebLinkAbout3047-4E B MANHOLE PIPE TO PIPE (ONE OR BOTH STA ME RDC LAN h R,5 N .1 -. 4" /-- EDGES TO BE ROUNDED SHEET ) OF 9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION _ TO 75 mm (3") R �o U %N Co �a G no.: 4 00 III At - 4 1 J _j/ /// R=1D _ OF SPUR t - --� MIN. ALL STEEL REINF. ISM - E, O 100 mm (•4 O 4') OC E DETAIL "N" PLAN PIS B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE T--- AND COVER PER PER STD. PLAN 324-," '25 mm x 25 6t0 mm STD. PLAN 630 OMIT THIS STEP WWI w (24') IN PAVED STREETS - RING SEAT MANHOLE -,� W Wm OD a SHAFT 225 mm (9'i . �- PER STD. 400 mm (16') FOR 6.10 E w PLAN 324 PAVED STREETS. __` (24') �' E E - 900 mm (3'-0') 650 mm (2'-2') ' ' I! "•x a p ^ _ - STREETS FOR UN-: m 10 T 1050 ow (3'-6') T w W w PAVED STREETS _ - -,� °D -j F- �25 mm 75 m• In < i (51 125 mm x 50 mm (5'x2') PIPE SEAT o 41W o v 10 mm (3'-6' T ROUND EDGES 15 mm N i >_ N OF INLETS 1/2' 25 mm (51) ROUND EDGES 15 mm 0/2, INLET ELEVATION SECTION C -C APPLIES AT THIS POINT SECTION A -A STATION LINE -� :: 900 mm (3'-0') 200 mm (8') STEPS T" T - 450 mm (18•) ,75 mm (3') 100 mm (41 1 L+2T-200 mm (8') 100 mm (4•) 200 mm (89 200 mm (8-11-3 OPTIONAL BOTTOM GR, SEI SECTION B -B TE15TS, TABLE OF VALUES FOR M (SEE NOTE I) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAx. MIN. A -A 1 1867 mm (2'-10 1/2') 1 1 1060 m• (3'-6•) C -C 1282 mm (11') 1217 mm 18 1/2'1 1410 mm (161 1380 mm (I5•) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P,. MANHOLE PIPE TO PIPE (ONE OR BOTH STA ME RDC LAN h R,5 N MAIN LINE IDS 825mm 33 OR SMALLER 321 - 1 IF 1w I "N' SHEET ) OF 9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL iS GREATER THAN 600 mm (24'). B SHALL NOT EXCEED .75 D CR 975 mm (39•). 2. IF THE MAIN L'NE IS A. REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH, REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH_ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE W1 TH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A, S, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R, AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. IN' -ET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDCATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALL`! IF ANGLE A IS GREATER THAN 45° B IS LESS THAN OR EQUAL TO 600 mm (24•) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D1 OTHERWISE, STANDARD PLAN _40 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE, 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED, 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, GRADE 40). AND BE PLACED 40 mm (! 1/2') CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6'). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. 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 SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER SI ANDARD PLAN JUNCTION STRUCTURE - PIPE TO PIPE INLET MEIRIC ID > 600 mm 24" OR > 1/2 MAIN LINE ID 331 - 2 ( ) I SHEET 2 OF 2 i A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8'). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (IS') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE 321 IN �o�F PIP(: r No lal•aso m t�3 011 •4NN) OC ROUND EOMs TO RAOIYS OF APPROXNMTE ID Of 4 LATERAL. IItAXItNIM 9 soo ..I tas•) A & s EDSEs TO 75 .w (b') R r can r P P t IMIN 111E M0� O J.Oiei)fs I A� Ml�lls � � y .♦ STATION _ • STATION No M IIpN (•3 oR 0+1. sEE �� + STATION PT. 0 tIIARS � � • �. B � PLAN D SARs lol°Me •t+i 111111111 qwy TIpC1E5 ioe a so + � g - 375 IS MO 41/+ -----^--on r • +50 N Ito + 1/t ( I !! Iso S I No s u+ 675 t7 MO 51/! ■ � E SO { 34 00 61/4 _" I - !e0 3{ 175 { 1/t e75 39 MIO 7 - N150 42 MIO 7 1/! = 13M•+SO � (•4•M'1 OC, MI5 +5 7 3/4 I t80TN WAYS. TO BE USED MIE11 Ileo +{ tlw • � 8 of Is Isoo .- IIID-) oR noltE � � ; � {; LONGITUDINAL SECTION Im 57 :+o s u+ o SARs MMO {O 230 s 1/t A SARs I OAR MI 1{75 {i t{O q i BARS � MIeO K t{O 101/4 rm {e t{o l0 3/4 � Ie00 72 tM0 M I aw4so ... I n+ � °floc Ileo w sso : • am e0 34W li t/+ ELEV. 8 t+oo K aso I+ r r � 1550 +e0 Is 1 t7e0 lee 410 N � ie{O N4 +30 K 1/t i IdIM+sO OII) (•+•11') 1000 Ito 440 17 EE tgT11 WAYS. TO BE us°E�d 300 In 4M0 17 MEN EIS Is00 iw (609 3100 1 In +70 17 t (((MIN LIIE� 3+50 lie +50 17 1/t • - 4 - - 1,+ +so le � SECTION N N N PROJECTED ^��� ID'S 825mm 33" OR SMALLER 1 SHEET20F3 /QRp�FESS/�i� ICY�cO r Z rn U.j � No. 31681 Z � * Exp. 12/31/04 \sI, CIV1V lF OF- CAI\ ^��� TRANSITION STRUCTURE � �P""' ,.� PIPE TO PIPE 340 -1 '�". ,••• �T, aF z USE wrtN sTANDAfIE sPltolllnl.A711oNs role r'elnlc rMCRII(s ooNs7RucelDll SHF -FT i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �o U %N Co �a G no.: 4 00 III � 4 1 O N M-fill-N- II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36') TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36') 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 (8') 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. THEN 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. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') 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 (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 630 610 mm (24' A�CJ1N rllSLIC MIORICf Ai�•OCIATION - SOUflit�l CALFORMA CHAPTBt ^��� TRANSITION STRUCTURE � �P""' ,.� PIPE TO PIPE 340 -1 '�". ,••• �T, aF z USE wrtN sTANDAfIE sPltolllnl.A711oNs role r'elnlc rMCRII(s ooNs7RucelDll ) MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER NOTES I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, ©, SHALL NOT EXCEED 5'45'. Z. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3, FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615), GRADE 300(40), AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM 0 450 mm (•3 OR o4 t! 18") OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 8, EMBEDMENT P SHALL BE AS SPECIFIED 1N THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9, WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATIONS ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATIONS TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. II, THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE METRIC ID'S 825mm 33" OR SMALLER SHEET 3 OF 3 DETAILED ON THE PROJECT DRAWINGS. 12. 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. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE REV. REv�lon oEsc�IPnon DACE a+cR. an DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT � REc-orZP �zA�JiNG 2-0q HG •►s COMMENCE PIPE TO PIPE �"ETRIa 340 - 1 SHEET 2 OF 7 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 CONDITIONS AND STANDARDS IN EFFECT. NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/2') FOR PAYED STREETS OR 1060 mm (3'-6•) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') 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 BE USED. FOR H (IN SECTION C -C) SEE NOTE I. 3, L SHALL BE 1.2 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 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0') AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0'). 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. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (I I/2') MAIN LINE RCP OR REINFORCED MONOLITHIC (-- ARCH, SEE NOTE 2 rq J , I SEE NOTE 10 N � H D Rti I �� i BO mm (3'I MIN. \\�� w It SPUR REINFORCING STEEL i 80 mm (3•) SPRING LINE I/(ROUND EDGES �- 1 ELEV. S - UNDISTURBED ' EARTH k i --G BARS FFj 15M 0 150 mm (•4 p 61) OC ) -IOM p 450 mm (•3 OR •4 p 181 OC TIE BARS E AND F BARS 15M O 75 mm (•5 P 3') OC. SEE NOTE 8 TABLE OF VALUES FOR T B T 300 mm (12') 130 mm (51 375 mm (15') 130 mm (51 450 mm 08') 130 mm (59 525 mm (21') 130 mm (51 600 mm (24.) 140 mm 15 I/2'7 675 mm (27.) 140 mm (5 I/2'7 750 mm 130'i I50 mm (6') 825mm (33.7 170 mm (6 I/2') 900 mm (36') E 4p _-j o --- STA. POINT CONNECTOR l� 60 mm SEE NOTE 3 STA. POINT LATERAL SEE NOTE 3 PLAN IOM O 450 mm 1.3 OR •4 O 18•) OC TIE BAR G BARS ISMO 150 mm (•4 O 6') OC rl ` N \ o 1�30-mm�(5') m ELEV. R /E BARS 15M (i5) p 80 OC F BARS ISM (•5) O 75 mm (31 OC CONCRETE CRADLE, H 265-C-14 (450-C-2000), SEE NOTE 9 SECTION Z -Z LATERAL/ CONNECTOR PIPE w v)� � IROUND � J o(EDGE °C w M � m Fv TO 75 mm K-� z E = W W O UW Q W O ' o w ITO mm (6 1/2'7 475 mm (39•) 180 mm (7•) SECTION M -M BARS G BARS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER J -PIPE TO PIPE INLET STA �ETRDC UNCTION STRUCTURE `�" PRGA"JLGT. C. 9" Tom•= 1 Al �•A'^.HKSS'av�Fw�s,�� ,RFFVFSppK ID > 600 mm (24") OR ID > 1/2 MAIN LINE ID 331 -2 pMM171tE a=v 19W QR�F�a CD � No:31M1 I � Ev g' � N.E: SHF -FT i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �o U %N Co �a G no.: 4 00 III SPUR REINFORCING STEEL i 80 mm (3•) SPRING LINE I/(ROUND EDGES �- 1 ELEV. S - UNDISTURBED ' EARTH k i --G BARS FFj 15M 0 150 mm (•4 p 61) OC ) -IOM p 450 mm (•3 OR •4 p 181 OC TIE BARS E AND F BARS 15M O 75 mm (•5 P 3') OC. SEE NOTE 8 TABLE OF VALUES FOR T B T 300 mm (12') 130 mm (51 375 mm (15') 130 mm (51 450 mm 08') 130 mm (59 525 mm (21') 130 mm (51 600 mm (24.) 140 mm 15 I/2'7 675 mm (27.) 140 mm (5 I/2'7 750 mm 130'i I50 mm (6') 825mm (33.7 170 mm (6 I/2') 900 mm (36') E 4p _-j o --- STA. POINT CONNECTOR l� 60 mm SEE NOTE 3 STA. POINT LATERAL SEE NOTE 3 PLAN IOM O 450 mm 1.3 OR •4 O 18•) OC TIE BAR G BARS ISMO 150 mm (•4 O 6') OC rl ` N \ o 1�30-mm�(5') m ELEV. R /E BARS 15M (i5) p 80 OC F BARS ISM (•5) O 75 mm (31 OC CONCRETE CRADLE, H 265-C-14 (450-C-2000), SEE NOTE 9 SECTION Z -Z LATERAL/ CONNECTOR PIPE w v)� � IROUND � J o(EDGE °C w M � m Fv TO 75 mm K-� z E = W W O UW Q W O ' o w ITO mm (6 1/2'7 475 mm (39•) 180 mm (7•) SECTION M -M BARS G BARS AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER J -PIPE TO PIPE INLET STA �ETRDC UNCTION STRUCTURE `�" PRGA"JLGT. C. 9" Tom•= 1 Al �•A'^.HKSS'av�Fw�s,�� ,RFFVFSppK ID > 600 mm (24") OR ID > 1/2 MAIN LINE ID 331 -2 pMM171tE a=v 19W QR�F�a CD � No:31M1 I � Ev g' � N.E: SHF -FT i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • 1 3l sl c�v�� �TFOF CAt�( 1:11:11:117 reman, Inc. ❑❑ 17 A Civil Engineering •Planning •Surveying •Public Works Awn BY: 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 MADS/RNM PREPA ED UND R TH SUPERVISION OF: m BY- MADS/GMC 14 I 0 Z CKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: ix RLB y Ztz �a4 xTAMM11:0 FL"c M i &_ I 'o� O ][ N Q � V 10, -7, 10 = IF, = 1112 0 a g' � N.E: AS SHOWN N 'ICN �o 11-30-01 %N Co �a G no.: 4 00 3047 � 4 1