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Home My WebLink About3799-7k MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 cq J SEE NOTE 10 H I H D I � 80 mm 381 MIN.j T 3 I � 1 9 4i LATERAL/ �_ I � CONNECTOR PIPE N (ROUND I G BARS rmn EDGE I p(+4 O 6'? OC am TO 75 mm W1. - :i w`� Zf '(3') R -- _--- IOM O 450 mm I- Z M z E I (93 OR •4 O 18') w w o OC TIE BARS U w Q w O I I z N w w rn E AND F BARS m I I 15M O 75 mm (+5 O 30) OC. SEE NOTE B L- 1 0 -- STA. POINT TABLE OF I_ CONNECTOR PIPE I�»------SEE NOTE 3 SPUR REINFORCING STEEL I 1 80 mm (39) MIN. LINE RNG / 1 / ROUND( II � EDGES-r�- ELEV. IS- A /.. UNDISTURBED EARTH eo mm (3') MIN. VALUES FOR T JUNCTION STRUCTURE - PIPE TO PIPE INLET STA. POINT B T LATERAL 1984 AND COVER PER SEE NOTE 3 PLAN 300 mm (124 130 mm (5.1 375 mm (150) 130 mm (5.1 RING SEAT 450 mm (189 130 mm (5.) H BARS 525 mm (21.1 130 mm (51 IOM O 450 mm 600 mm (241) 140 mm (5 1/2.1 675 mm (27') 140 mm (5 1/24) (•3 OR •4 O 180) OC TIE BAR G BARS 15M O 150 mm (64 O 6') OC h 750 mm (301) 150 mm (68) 825 mm (33') 170 mm (6 1/25) 900 mm (361) 170 mm (6 1/21 975 mm (399 180 mm (71) TIE BARS EN (5') \ c {30 mm E -� m / Q 8ARS 15M ( 0 mm (39# 05) ELEV. R C TIE BARS G BARS . ~ ( 125 mm x 50 mm T F BARS 15M 05) O 75 mm (3'1 OC CONCRETE CRADLE. ! LL H H 265-C-14 (450-C-2000). SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY'WE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARDFU PLAN PUBLIC WORKS STANDARDS INC., GREENBOOK 01A1AITTEE ID 2:600 mm (24��) OR ID > 112 MAIN LINE ID 331-2 1984 AND COVER PER D2 REV' 1998 SHEET 1 OF 2 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 OR 975 mm (39'). 2. IF THE MAIN LINE 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 WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. 0. 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. INLET 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 INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO 600 mm (240) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 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 1/29) 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 (61. 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 STANDARD PLAN M I� 331 2 SHEET 2 OF 2 JUNCTION STRUCTURE - PIPE TO PIPE INLET ID z 600 mm 24" OR > 112 MAIN LINE ID L. I (it C 36637 .9; *k EV. A..: - RECORD®RAINING THESE ESE RECORD DRAWINGS HAI/E BEEN PREPARED, IN ART, ON THE BASIS OF INF:jRMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 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 (481 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(48') 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=2400 mm (96') OR LESS AND 200 mm (80) FOR D2 OVER 2400 mm (960). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/29 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 (360) 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 LAN 322-1 SHEET 3 OF 4 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. .10 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (361 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 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 (360) 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 METRIC SHEET 4OF4 1. -41 J BARS, m (4' 1.4 m (4'-8') LONG, 75 mm (3.) OC CONTINUE FDI F ADDITIONAL BARS ,. 150 mm (66) OC TO INSIDE € EDGE OF MANHOLE STATION 125 mm x 50 mm (5'x 26) PIPE SEAT 3-D BARS. 75 mm (30) OC CONTINUE 150 mm (6') OC 4-20M(x6) E BARS SEE NOTE 3 IOM O 450 mm (•3 OR •4 O 188) OC TIE BARS A at B BARS I - ROUND TO 75 mm (31 R OPTIONAL FILLET r o e ,, Ct 4L SPUR 150 mm (6') O ANY STANDARD - PIPE JOINT OETAIL "r4 (RINGS ANO COVER NOT SHOWNl SEE NOTE 2 1.2'm OPTIONAL 4'-0') OUTSIDE EDGE OF CONCRETE tC --4-15M(64) H CTATI A►1 mT N I I MVRD STREET SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER OF SPUR t GRADE STANDARD PLAN METRIC WITH A MAX MANHOLE FRAME 'D IF OF 1050 mm AND COVER PER D2 (3'-6')w STD. PLAN 630 +F MANHOLE RING SEAT PLAN SHAFT m H BARS -.NOT PER STD. 1 1- 0 BARS (SHAFT SHOWN) PLAN 324 w TIE BARS STREETS STEPS U) F BARS ^ TIE BARS H BARS f- f 61 F BARS 125 mm x 50 mm 2 TIE - (5•x2') I LL BARS PIPE SEAT I A BARS 125 mm F ELEV. S 2 ELEV. R (5') m 650 mm (2'-2') FOR B BARS UNPAVED STREETS 15M O 450 mm 04 O 18') J BARS OC BOTH WAYS. TO BE SECTION G -G 15M O 450 mm 04 O 1803 OC USED WHEN B IS 1500 mm BOTH WAYS. TO BE USED (602) OR MORE EDGES WHEN D2 IS 1500 mm (60') TO 75 mm. OR MORE (3•IR SECTION N -M -P -O SECTION CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS mm 1 �5 STREET GRADE H BAR w 125 mm x 25 mm (5' x I-) 150 mm (6') ;;, m RING SEAL 400 mm (161 FOR PAVED 150 mm (61 STREETS.. 650 mm (2'-2' H BAR FOR UNPAVED STREETS so 61o 150 mm 6•) r 4' _ '° VAR I ABLE TIE BARS E BARS 150 mm (6') a_ TIE BARS F F J BARS -ROUNDERS TO ui 75 mm 31 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRWORKS T RDE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC AND PUBLIC WORKS STANDARDS INC., GREENBo COM44TTEE LARGE SIDE INLET) 322-1 18 1992 STREET GRADE REV' 1998 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION D BARS ROUND EDGES TO 75 mm (31 R p 700 �•- IL SHAFT 125 mm x 50 mm (5' x20) . PIPE SEAT wI i --D BARS -1 u ION ELEVATION LONGITUDINAL SECTION TABLE OF BARS SIZES Op ON B A88 0ORF 300 mm I2' -975 96ISM 9 75 Mm 05 O 3'1 15M O 150 mm (04 O 6•11 1050 mm (420)-2100 mm (820M 0 75 06 0 31) 15M 0 150 m"m5 O 6') 2250 0 -3 • O 6• -TABLE OF VALUES FOR M SEE NO 21 SECTION PAYED STREET UNPAVED STREET Max. IN. MAX. I MIN. N -M -P -O 67 mm 2'-10 11060 mm 3'-61) C -C 282 mm (11.1 217 mm (8 I 410 mm 16•11 1380 mm (15.1 AMERICA-1k)BLIC WORKS ASSOC . ON - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 3228IC -1 -MANHOLE PIPE TO PIPE LARGE SIDE INLET ( ) ID=900 mm (301 OR LARGER SHEET 2 OF 4 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6") FOR UN- PAVED 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 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS _1200 mm (48') OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT -DRAWINGS: A. D2=2400 mm (961 OR LESS. L=1.7 m (5'-6'). P=130 mm (5.1 B. D2 OVER 2400 mm (96'), L=1.8 m (6'-02). P=210 mm (8') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (68) OC. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. 8. THICKNESS OF THE DECK SHALL 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 15M(•4) FOR D2=975 mm(39') OR LESS. 15M(•5) FOR D2 =1050 mm (429 TO 2100 mm (84') INCLUSIVE AND 20M(*6) FOR D2=2250 mm (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 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. 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 (428) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320-1 v -MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm (301 OR LARGER SHEET 3OF4 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. 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. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (304). 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 (368) 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 (360) WITHOUT REDUCER 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 (369 WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (368) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MRIC 3200 - 1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 3611OR LARGER _ DI F OPTIONAL. OUTSIDE Ij~�I EDGES TO BE EDGE OF CONCRETE ROUNDED TO D BARS B I 75 mm (3') R 75 mm (30) OC I- IOM03) TIE BAR �P R=ID OF SPUR Ct 'tC 4-20M(•6). E BARS At 975 mm (3'-3') LONG. -1 SEE NOTE 2 1 -! 4-15M(x4) H D BARS-IOM(a3) TIE BAR BARS 900 3RS900 mm 75 mm (31 OC. SEE NOTE 9 ( 3-15M(04) J BARS 1.4 m (4'-O') (4'-8') LONG 75 mm(30) OC CON'T.ADD'L. BARS 150 mm DETAIL "Nu F D2 F •) OC TO MANHOL E. SI DE EDGE FEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 mm (24•) MANHOLE SHAFT 125 mm x 50 mm _ a of PIPE SEAT LEVEL. PLANS324 PIPE SEAT �� SEE NOTE 8 900 mm (3'-0') E BARS w tL n wl w N E BARS -k TIE BARS LL n� STEPS (T'(7 ')R TIE BAR4-- BARS ( p 125 mm (5•) F F J BARS P 700 W700 IP ROUND EDGES (2'-4'),(2'-4•) TO 75 mm (3') R SPRING LINE 15M(•4) O 450 mm INLET (186) OC BOTH ELEVATION u- GRADE POINTS. w WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D2 IS 1500 mm THIS POINT (600) OR OVE SECTION B -B SECTION A -A PROAATEDBY MANHOLE PIPE TO PIPE MAIN LINE STA STANDARD PLAN METRIC CONCRETE RINGS ID=900 mm 36" OR LARGER 320-1 PER STD. STREET GRADE PLAN 324 125 mm x 25 mm (5'x1') RING SEAT OMIT THIS ti M H BARS STEP IN PAVED = -0 -SEE TABLE STREETS L Nm VARIABLE z0f 150 mm H BARS f- f 61 150 mm (6' 2 E BARS 400 mm 069 FOR LL IOM(93 OR •4) PAVED STREETS. F (6) F TIE BARS 650 mm (2'-2') FOR UNPAVED STREETS J BARS ROUND EDGES TO 75 mm. (3•IR SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROAATEDBY MANHOLE PIPE TO PIPE MAIN LINE STA STANDARD PLAN METRIC PUBLIC WORKSRKS STANDARDS INC., GREENBfl mCDMMITT>`E ID=900 mm 36" OR LARGER 320-1 REV. 1898 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION JA126-2023\storm\sdO8.dwa. 5/17/2005 11:50:10 AM. DJ