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Home My WebLink About3288-93 - M(0) J BARS. L4 M (4'-8•) LONG. 75 mm (31 OC CONTINUE ADDITIONAL. BARS 150 mm (61 OC TO INSIDE EDGE OF MWOL.E 125 mm x 50 mrs (51x 21) PIPE SEAT 3-D BARS. 73 mm (39 OC CONTINUE 150 Into (69 OC-� 4-20106) E BARSFY SEE NOTE 3 IOM O 450 mm (•3 OR s4 O 18') OC TIE BARS A 5 0 BARS °TATIAN r1T N L4 DI _F EA I Da PLAN (3HAFT NOT SHOWN) r D STREET OF SPUR t GRADE WITH A MAX. MANHOLE FRAME OF IOSO an AND COYER PER (3'-6•) MANHOLE � STD. PLAN 830 SHAFT PER STD. � t- BARS PLAN 324 w EBARSSTEP3-�� //�-Trl 123 mm.x 50 14 MANHOLE PIPE TO PIPE TIE (S•x2h / LARGE SIDE INLET BARS PIPE SEAT ' 123Ixl.ELEV. S ( s •�.s rAAR (5'OD USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 7 mal (2 P T40 (I~ ma( _4) ELEVATION 0 mm (s4 O 181) II STATIONI S arm 39• OC BOTH WAYS. TO BE TLEABARS� DETAIL 'N' � sI (RINGS AND COVER NOT SHOW)0 r D STREET OF SPUR t GRADE WITH A MAX. MANHOLE FRAME OF IOSO an AND COYER PER (3'-6•) MANHOLE � STD. PLAN 830 SHAFT PER STD. � t- BARS PLAN 324 w EBARSSTEP3-�� //�-Trl H F BARS 123 mm.x 50 14 MANHOLE PIPE TO PIPE TIE (S•x2h / LARGE SIDE INLET BARS PIPE SEAT ' 123Ixl.ELEV. S ( s •�.s rAAR (5'OD USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 7 mal (2 P T40 (I~ ma( _4) ELEVATION 0 mm (s4 O 181) II STATIONI S arm 39• OC BOTH WAYS. TO BE TLEABARS� H F BARS 123 mm.x 50 14 MANHOLE PIPE TO PIPE TIE (S•x2h / LARGE SIDE INLET BARS PIPE SEAT ' 123Ixl.ELEV. S ( s •�.s rAAR (5'OD USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 7 mal (2 P T40 (I~ ma( _4) ELEVATION 0 mm (s4 O 181) II STATIONI S arm 39• OC BOTH WAYS. TO BE SECTION G -G 15M O 450 mm (04 O 18•) OC USED WHEN B IS 1500 mm sI BOTH WAYS. TO BE USED (60') OR MORE 127 WHEN 02 1S 1500 mm (60') 1 O mea ( 4•) I S dxa (4r21 - mal ( 4*1 Y 7 ( 3•115M 0 150 mr •S - • 154 OR MORE TABLE OF VALUES f o ma SgCTION N -M -P -O i3 acre (634 CONCRETE RINGS PER aaa (fill OMIT THIS STEP IN STD. PLAN. 324 8 7 ma III I/rI41 eaa i S PAYED STREETS123 mm I role H BAR 1'(y) STREET GRADE 125 mm x 23 mm (5• x 1•) 150. MM (61 RING SEAT 1050 MM ( now / a m. (as• 11 mal 45' 19 nae (7'974j_. ma 102 7 salt (loan 400 mm (161) FOR PAVED 30 mm (60) 1 m (51 m. IS STREETS. 650 Intel (2'-21 H BAR 1 axe 126 FOR UNPAVED STREET SIG mm 2*1 00 MM (3611 16 Iso mml (61) tea•' VARIABLE TIE BARS E BARS mm tma I !4 1459 I Mal (' TIE BARS mx B' Mwo /4 F F J BARS Zt mr (84 3 tam 02 1/ (91 ROUND EDGES TO 40 M0 6• 33(SVI 240 75 mm (31) R 255 00rr) 39 Mn IS r) SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED" THE MANHOLE PIPE TO PIPE STANDARDP"'N mETmc Pig EENB OKT0NDAR�IIIC. GRF.ENfx)1992 MttTff LARGE SIDE INLET 322 -1 1992 D BARS S ( REV' 19% SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 10 R� V t LATERAL /CONNECTOR PIPE CASE I PLAN 263 Kg -C-14 Mpo (450-C-2000) CONC. ENCASEMENT. SEE NOTE 5--_ SEE NOTE CASE 2 (SEE NOTES % 9 10) t MAIN LINE RCA a.sill B INLET BACKFILL WITH 450 265 K -C-14 *a CONCRETE OR) COMPACT SOIL TO PIPE. RCP OR CSP t1401N LINE RCP = 00 BACKFILL CONC. PIPE, 4: -:• RCP OR CSP • '? '; BEDDING SEE NOTE 677,74 RELATIVE DENSITY / REQUIRED BY _J SPECIFICATIONS UNDISTURBED EARTH BEDDING PER SPECIFICATIONS CASE. � SECTION B -B FOR OUTLET SEE STI). CATCH BASIN PLANS . r -CATCH BASIN FLOOR 00 CASE . SECTION C -C -CONC. v•n.re TO s% )NS PLAN CASE 3 SADDLE CONNECTION SECTION IRTAR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATIMfffTM JUNCTION STRUCTURE - PIPE TO PIPE RARO PLAN STAN ETR PUBM WOR" SeAM ARM INC_ G� [ID <600 mm (24") 332-1 4 taA I D BARS S ( REV. 19M SHEET 1 OF 2 USE VM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i+- E SHAFT STANDARD PLAN 322R� 1 I 123 mm x SO mm (S' x2•) mA 1 PIPE SEAT MM Is• �1 BARS 4 taA I D BARS S ( 1 ROUND EDGES IP BOO rely (24'1 TO 75 mm (3•)R I 7 mal (2 P T40 (I~ ma( _4) ELEVATION 825 ( II STATIONI S arm 39• ELEVATION LOS mm aY LONGITUDINAL SECTION 1 m m sI 1 0 48 A I D Off F 127 7 . 31ISM e 150 1 O mea ( 4•) I S dxa (4r21 - mal ( 4*1 Y 7 ( 3•115M 0 150 mr •S - • 154 1423 mm 57 TABLE OF VALUES f o ma SECTION PAVED "TREET i3 acre (634 MAX I I r3 Mf N aaa (fill 1-M e67 MIS ur-10 Win 1060 mal 13. - 1 rwa 109 8 7 ma III I/rI41 eaa i S 18 O axa T VALUES I role ara I rMe ! 2100 are (8{• rMa 18 M0 In nlm 1050 MM ( now / a m. (as• 11 mal 45' 19 nae (7'974j_. ma 102 7 salt (loan 1200 ma axa 8• 2850 coal ( 4• 1 m (51 m. IS O mr t tarty 2 ms 1 axe 126 axa ms 1/4• I 4s o3s• mm 2*1 00 MM (3611 16 60o xvf o {• I alp sIt s f mm 66*SO O 1/4• mm tma I !4 1459 1 rMx 280 ao mx B' Mwo /4 Zt mr (84 3 tam 02 1/ (91 7Y MM ( 0' 33 mm I 40 M0 6• 33(SVI 240 255 00rr) 39 Mn IS r) 270 ma 1081mel 85 am 114• 420 ME i I axt 1 + rm (Ir awt 120• ma r ema 13r 44 mm rl 4 rrme 138• 44 mm 1 Ir 4 TABLE OF VALUES FON STANDARD PLAN 322R� 1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) mA 1 1 alm 4•) MM Is• a cart vv 4 taA I Ifs «aa 1/ S ( 12 mr (S• BOO rely (24'1 13 axle (5 / 7 mal (2 etn / ma( I 825 ( t 1/4 1 ma / S arm 39• 18 aaa LOS mm aY 19 aaa ( 1/r 1 m m 19 a�oa 4• 1 0 48 0 trm 127 mm ( !/2 1 O mea ( 4•) 230 ma 1423 mm 57 Iwa f o ma axe c I/r i3 acre (634 255 mm I •) aaa (fill -mo rna I I - 1 rwa 109 7 I 18 O axa T 80 mea [If• I role 3 ms /4• III 2100 are (8{• 3 mt 1 t/2' nlm ma (1 /{• a m. (as• s 4 ma 102 7 salt (loan 3 S Ina OS V atm i 2850 coal ( 4• trxa / O mr t 4 rna 1 axe 126 n1e1 I 4s o3s• 445 07 e» ! elet 1 60o xvf o {• rnm u AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN. CALIFORNIA CHAPTER GENERAL NOTE 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 VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE I AND CASE 2 I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm (24'). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER 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 rrrcn (I•) MINIMUM TO 75 mm (3'} MAXIMUM. 5_ ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON FILL WHICH HAS NOT BEEN DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE (LUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. 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 GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT T0. VEHICLE TRAFFIC. 10. FOR CASE 2. NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 !I. CONNECTIONS TO PIPES 525 mm (210} OR LESS IN DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MAGE 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 70 FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE. LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE STANDARD PLAN 322R� 1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) SHEET 2 OF 4 SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION =SOUTHERN CALIFORNIA CHAPTER sr � Pu�N JUNCTIO STRUCTURE -� PIPE. TO PIPE 332-1 [I®� 600 min 24")] SHEET NOTES I. VALUES FOR A. 8. C. DI . D2. ELEVATION R -AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/20) FOR PAYED STREETS OR 1060 mm l3'-6') FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N•. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 rnln (48') OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm(4(3'} OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION- OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=24Q0 rlvn t96') OR LESS AND 200 mm (88) FOR 02 OVER 2400 mm t96'). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. GRADE 40). AND SHALL TERMINATE 44 trml (i I/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE. SHAWN. 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 8UT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•} TO 375 mm (15•) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. THIS STANDARD PLAN 13 USED WHEN STANDARD PLAN 320 IS INAO£- QUATE. MAIN LINE- = 900 mm (360) INSIDE DIAMETER OR LARGER. B. LATERAL 300 mm (128) TO 3800 mm (1445) INSIDE DIAMETER: HOWEVER. THE INSIDE 2oF2 SIDE INLET) DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE.METIM AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANfaaRn PLAN MANHOLE PIPE TO PIPE (LARGE 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 (36') 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 (36') WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329. !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 NITRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY 8£ 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 (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 rnm (36') WITHOUT REDUCER 630 610 mm (24'} MANHOLE FRAME AND COVER 633 914 mm (361 322g� SIDE INLET) ) MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEPMETRC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD 1'lAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET RECORD DRA WIN 40F4 TIicSF Fs<CCr^�D DRA'vrl-- ►v� !a0 H,r � t3EFl•: Fr'"`��e�..9;';4.� ^I� �_.. P,�PT ON T! -:E (3ASlS OF IP!FORt.�,AT€GP4 r�U"fit tl~EC` i tI�IEp t3YOTi-lcRs.'17-(E FtJG?I�EEFi't�+`e(t (5'"T FESf�O��S113LE FOR ANY ERRORS OR Clh�6Sv�f3?`�S �,;)?!CH RAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT TfiEF1E� ROUND TO 73 mm (3•} R 1.2 m OPTIONAL -- OPTIONAL FILLET (4'- •) OUTSIDE EDGE OF *CONCRETE B C t 1 Ci r T E SPUR Iso mol (6•) AL: 4-1sa((•4) BARS 900 ANY STANDARD (3'-0.) LOI PIPE JOINT J:1126-14841stormlSTDETSHT2.dwg, 12!18/2002 07:27:55 AM, PH