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Home My WebLink About3021-101. -15M(#4) J BARS. ,,,,_� ,a 1.4 m (4'-8') LONG, m (4' STANDARD PLAN METRIC 75 mm (3') OC CONTINUE F DI F ADDITIONAL BARS 1992 150 mm (60) OC TO INSIDE u -D EDGE OF MANHOLE € SHEET 1 OF 4 STATION ROUND EDGES 125 mm x 50 mm (5'x IP 20) PIPE SEAT I I I_ 3-D BARS. 75 mm 240 mm 9 1/2' 1575 mm (63') 1-4.) ELEVATION i (3') OC CONTINUE 260 mm (10 1/40) 150 mm (61 OC • 275 mm (10 3/4') ROUND TO 75 mm (3') R OPTIONAL FILLET B `�O T t SPUR 150 mm (6') ANY STANDARD i PIPE JOINT 4-20M(*6) E BARSP SEE NOTE 3 IOM 0 450 mm (•3 ic, �c' oQ� OR •4 0 180) OC TIE BARS AZ 4 A 5 B BARS STATION P NL M R= 1 D STATIONI £ OF SPUR i WITH A MAX. tO OF 1050 mm F D2 F 113'-61 MANHOLE PLAN SHAFT PER STD. (SHAFT NOT SHOWN) PLAN 324 -� STEPS e o' � N Tf F BARS ---\,,i125 mm x 50 mm (5•x2•) 1.2 m OPTIONAL (4' -0■) OUTSIDE EDGE OF _ CONCRETE Ct 1C L 4-15M(+4) H BARS 900 mm (3'-0•) LONG If DETAIL "Nu (RINGS AND COVER NOT SHOWN) SEE NOTE 2 STREET GRADE -"_-,MANHOLE FRAME AND COVER PER STD. PLAN 630 J 1 -D BARS -- ---- w /-TIE BARS F BARS TIE BARS - TIE r BARS-_7PIPE SEAT IF j F A BARS I 125 mm 1 ELEV. S 125, cs' ELEV. R (5') 00 B BARS 15M Q 450 mm (+4 0 18.1 �'- OC BOTH WAYS. TO BE SECTION G -G 15M Q 450 mm (+4 0 181 OC USED WHEN B IS 1500 mm BOTH WAYS, TO BE USED (601 OR MORE WHEN D2 IS 1500 mm (601 OR MORE SECTION N -M -P -O CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS 125 mm STREET GRADE H BAR w 125 mm x 25 mm (5' x 11 150 mm (6') ;;, s W� RING SEAT 400 mm (16') FOR PAVED ~ 150 mm (69 STREETS, 650 mm (2'-2') H BAR FOR UNPAVED STREETS so 150 mm (6')'1 R VAR IABLE TIE BARS = E BARS 150 mm (6•)/ TIE BARS F F J BARS ROUND EDGES TO 75 mm (3') R SECTION C --C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE (LARGE SIDE INLET 322-1 1992 0 N u -D REV. 1996 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FOR M (SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MI N. N -M -P -O 867 mm (2'-10 1/2') C -C 282 mm (II'} 217 mm (8 1/20) 41 1380 mm (151 TABLEOF �►- C SHAFT Q4 E 1 l25mmx50mm(5'x2") A a B E PIPE SEAT 15M 0 75 mm *5 0 36) 0 N u -D BARS D BARS to ROUND EDGES 1 ( IP TO 75 mm (31 R I 1425 mm 5 I_ P 700 mm ATI N 240 mm 9 1/2' 1575 mm (63') 1-4.) ELEVATION i I 260 mm (10 1/40) 1725 mm (69') 275 mm (10 3/4') 1600 mm (72') ~`~ 1950 mm (78') STATION 2100 mm (84') 320 mm (12 1/2.1 ELEVATION 335 mm (13 1/4') LONGITUDINAL SECTION TABLE OF VALUES FOR M (SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MI N. N -M -P -O 867 mm (2'-10 1/2') C -C 282 mm (II'} 217 mm (8 1/20) 41 1380 mm (151 TABLEOF TABLE OF BARS SIZES Q4 OR B A a B DORF 300 mm (121-975 mm (399 15M 0 75 mm *5 0 36) 15M 0 150 mm (04 0 61 1050 mm (421-2100 mm (841 20M 4 75 mm (116 0 31 15M 6-150 mm (#5 0 61) 2250 mm 90')-360 mm 144' 205 mm 8') 20M 0 150 mm 06 0 6' TABLE OF VALUES FOR M (SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MI N. N -M -P -O 867 mm (2'-10 1/2') C -C 282 mm (II'} 217 mm (8 1/20) 41 1380 mm (151 TABLEOF VALUES OR Q4 IT 900 mm 36' 165 mm (6 1/2') mm 180 mm (7') 1050 mm (421 190 mm (7 1/2') 1125 mm (45') 195 mm (7 3/4') 1200 mm (48') 205 mm 8') 1275 mm (511 215 mm (8 1/21 0 mm 230 mm (9') 1425 mm 5 235 mm 9 1/4') 1500 mm (601 240 mm 9 1/2' 1575 mm (63') 255 mm (100) 1650 mm (661 260 mm (10 1/40) 1725 mm (69') 275 mm (10 3/4') 1600 mm (72') 280 mm (II') 1950 mm (78') 300 mm (11 3/4') 2100 mm (84') 320 mm (12 1/2.1 2250 mm (901 335 mm (13 1/4') 2400 mm (961 355 mm 041 2550 mm (1021 395 mm (15 1/21 2700 mm (108') 405 mm 16' 2850 mm 014') 420 mm (16 I/2' 3000 mm 0201 430 mm (174) 3150 mm (1261 430 mm (170) 3300 mm (132') 445 mm (17 1/21 3450 mm (13(1') 445 mm (17 1/21 600 mm 144' 455 mm 08' TABLE OF VALUES FOR T STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 300 mm (12') 100 mm (41 375 mm (15') 110 mm (4 1/41 450 mm (181 115 mm (4 1/21 525 mm (21') 125 mm (51 600 mm (24') 135 mm (5 1/4') 675 mm (271 140 mm 5 1/2' 750 mm (301 150 mm (61 825 mm (33") 160 mm (6 1/41- .900 mm (36') 165 mm (6 1/2") 975 mm (39.) 180 mm (71 1050 mm (42') 190 mm (7 1/2') 1125 mm (45') 195 mm (7 3/41 1200 mm (48') 205 mm (81 1275 mm (51') 215 mm (8 1/2') 1350 mm (541 230 mm (91 1425 mm (57') 235 mm (9 1/4.1 1500 mm (60') 240 mm (9 1/2') 1575 mm (63') 255 mm (10') 1650 mm (66') 260 mm (10 1/41 1725 mm (69') 275 mm (10 3/4' 1800 mm (721 280 mm (II") 1950 mm (781- 300 mm (11 3/4') 2100 mm (841 320 mm (12 1/2') 2250 mm 90' 335 mm (13 1/41 2400 mm (961 355 mm (140) 2550 mm (1021 395 mm (15 1/21 2700 mm (1080) 405 mm (16') 2850 mm (1141) 420 mm (16 I/21 3000 mm 0201 430 mm (17) 3150 mm (126') 430 mm 071 3300 mm 132') 445 mm (17 1/24) 3450 mm (138') 445 mm (17 1/2') 3600 mm (144') 455 mm 081 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN SHEET 2 OF 4 OWNER /DEVELOPER: BENCHMARK: NEW WEST CRY B.M. NO. 361 REV.= 1365.00 NAIL IN POLE #1536697E PROPERTIES S.W. CORNER SULTANA &BASELINE 369 SAN MIGUEL DRIVE SUITE 375-A NEWPORT BEACH, CA 92660 (949) 640-6420 + FAX: (949) 640-6484 NOTES I. VALUES FOR A. B. 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 PAVED STREETS OR 1060 mm (3'-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 mm (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 D1 IS 1200 mm(48") OR LESS. IIN 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=2400 mm (96") OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (96"). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/21 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 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. 11. 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 IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (361 INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12") TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN SHEET 3 OF 4 13. MANHOLE FRAME AND COVER 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. 18. 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") 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 STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STANDARD PLAN SHEET 4 OF 4 MANHOLE FRAME FINISHED GRADE OR MANHOLE FRAME AND COVER PER SPECIFIED ELEVATION STD. PLAN 630 AND COVER PER ri STD. PLAN 630 E COLLAR. CLASS C MORTAR E 0. E E ON o STD. CONCRETE RINGS. 75 mm o cu - (3'), 150 mm (6•) OR 400 mm (16') ' 'o " �- _ IN THICKNESS. SEE NOTE 6 ----� R=50 mm WHEN POSSIBLE USE 4- R=50 mm (20) (2') 1100 mm (4') 100 mm (4 ) 65 mm (2 1/2') RINGS OR ; 11 EQUIVALENT �-�-- 450 mm 610 m (180) MAXIMUM 610 min (24') I mm ' F24 24•) SEE RING SECTION DIA. , 15 mm(#4) E 5 mm (5• FOR JOINT DETAILS a 1 I WIRE o z- 6 mm(02) COILS. a m 12 mm HOOPS • o 7 REQUIRED E g I 6 5 mm (5') - I E Z I tn� 6 mm(#2) TIE BARS, o - = E ., 4 REQUIRED 0 125 mm 5' E i