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Home My WebLink About3817-11t.4.5• N O 1 O U 8 Z I W a 0 v 7 0 T OR 3 I o_ 0 N i 0 r M w O CIO 3 i N N mO N X E a n n v 8 N O w OR 3 -00441 1 OARS. 1.4 w (4'-'O9 lMt, Ts M 139 OC OONTMRR SMITIOwL SASS as M 1411 ,avows ICM "M ISS w r 60 ■rll d (r) PNt SEAT - 3-0 Sant. TS wt: 15•1 Ge CONTIIRIE 40 M 16'1 OC- s4-(10"NOTE 3-61 [SARs it 1100 • 450 ww (09 TK �OARRiN'i 0t / A i t OARS -4 lTATt1W .T Nt F 41 bit PLAN (SHAFT NOT SNOMIIt F IAAF TIE SARs Jt SECTION 6-G OMIT THIS STEP IN PAYED STREETS-,., N OAR Iso M 400 No (16.) FOR PAM STREET$. 6$0 ww (r - FOR UNPAVED $TREETI TIE SARS- 0 SARs 75 M (31 0(:-� 101MRR311 TIE am - 4 -twee). E SARs A O?$ wm 13'-3h LONK SEE NOTE 2 0 SARs Ts = (3•} IEE NOTE ! STREET MASE MMNOLE SHAFT 00 $TO. PLAN 3114 900 ww (3'-0)-• ROUM TO ?a M (3M R 1,201 --- OPTIONAL - MTIO�L /ILLET (4' _ •) (OpFt 111TH A WL 1MINHOLE FRAISE Ct 1C t DP(Nt w STD. PLAN 630 IN w- (O9 L (IMTARMRO �4 W�04) N 19•-O9 LOMI'N1NT PER $TD. PLAN 3M = (ARS STfd:'� TIE OARS //)DtNr\Tlg town AM 5"M N R --1 S STREET OF VW : LIn 111TH A WL 1MINHOLE FRAISE OF 1090 r AND COVER PER 131-69 111IRIOLE w STD. PLAN 630 SHAFT PER $TD. PLAN 3M = (ARS STfd:'� TIE OARS //)DtNr\Tlg _ r F /ARS .. . OA11i, aMrSO t �• 1!•at9 PIPE SEAT i A OARS EL[Y. L OAR$ '4L ISM 0 450 ww (M • 160) OC BOTH WAYS. TO SE ISM • 460 ww 1.4 • NM OC USED AMEN t IS MOO ww WTN WAYS. TO tE USED (60.1 OR I1DRt WHEN Or Is 1500 M (so•)as F MpR�SECTION N -M -P -O CONCRETE RINGS PER $T0. PLAN 324 t>!3 M a 25 we (S• r 11 RNK SEAT ISO am (6.1 N SM THE @ARS a (ARS ROUND [ODES TO TS ww (31) R SECTION C -C EODES TO Of NOUNOED TO Ts ww (31 R k'P 1, a-16OF ww f_>i?w� 4A-1RS�MIMI H - 031 TIC SM (3'-O'O011G low, 441-" LOIN TS rirl3.1 OC OON'T.Ar'L. MRS ISO am DETAIL ■N■ 16h ec To INSIoe EDDE 00010A10 Gem NOT 201,01an men "aF NwNKE, SEE Nott s 11 PIPE` (EAT LEVEL, SEE NOTE TIE am -f LIn ww 15'F X�jems ROUND EMS TO TS ww (3.1 111- SHIM( LIN[ I9w•41 0 450 siiiiiIIIL[T PLAN (21141IFT NOT SNSSfIt MANHOLE FRAM me COVIER STD. PLAN 630 ON) ww tf19 05 ww ■ 60 iirr Is•.r} PME ftAT _ �E SARs rTK SARs STEPS-% TIE am -f LIn ww 15'F X�jems ROUND EMS TO TS ww (3.1 111- SHIM( LIN[ I9w•41 0 450 siiiiiIIIL[T (10') OC DOTH I ELEVATION WAYS TO K USED APPLIES AT WHEN pp�� IS 1500 rru (6011 OR OYE THIS POINT SECTION A -A CONCRETE RINGS PER *TO. PLAN 3t4- OWT THIS STEP NI PAVED STREETS --- N OAR$-•� Ise iiwi Walk - 400 ww N6') POR PAYED STREETS. 650 illi. (r -r) FOR UNPAVED $TREETS- "f t MOTE 4 ---� SECTION B-8 STREET MADE In viii r 25 ww (S•sl•) RING SEAT -H OMs SEE THOLE � VMIASLt L -E (ARS F a't 1010.3 OR M) TIE OARS J SARs TFRcum cam TO 75 iliw (3•Nt SECTION C -C • �-- 4. $NAF1 � If!S ww r SO er11 (5• rt') PIPE SEAT 11 -1 R l0 tARfT 0 OARf -� RouND IroDEs TO 75 ww ! S') R LONGITUDINAL SECTION AMERICAN PUlLIC VMORIti ASSOCIATi(;)N • SOUTHERN CALIFORNIA CMAP'TER sTANpANp P(AH MANHOLE PIPE TO PIPE (LARGE SIDE INLETS 322-1 NOTES 1. VALUES FOR A. B. C. Di. D:. ELEVATION R AND ELEVATION S ME SHOWN ON THE PROJECT DRAWINGS. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS t.E33 THAN 1367 RMn (2'-10 1/20) FOR PAYED STREETS OR 1060 RIIII (3'-61) FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY 8E CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di IS 1200 IIIaI t48•1 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 Dt IS 1200 RI10t45•1 OR LESS. IN WHICH CASE PLACE E HARE SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY HE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. - S. P SHALL BE 125 rtan (S') FOR Os■2400 mN) (980) OR LESS AND 200 RRn td') FOR Ds OVER 2400 Rrn {961. 6. REINFORCEMENT SHALL CONFORM TO ASTM A BtSM. GRADE 300(ASTM A BIS. GRADE 40). AND SMALL TERMINATE 40 mm tf I/2.11 CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. T. FLOOR OF MANHOLE SMALL 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. it. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 836. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 379 mm Its') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 min (240) 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 tnnl (361 INSIDE DIAMETER OR LARGER. S. LATERAL - 300 mrli 02•) TO 3800 nun 6444 INSIDE DtAM£TERI HOWEVER. THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE MANHOLE PIPE TO PIPE MAIN LINE 1900 mm 36" OR LARGER SHEET :OF. .'� E "•t-TFTL�ITi r-'Tf7Ti 7� r:,rr'tL f :iss fig TTtITf " 1 � • fl""ICI L1•li �1r"Tf!i•TZYM 1:MC7+ ir)•iR�TT( TTLTr7 c : r�I L!1'^7<i"7T NPM lF 2r 11"7{ ? Li•t � � T't7:�i1• Ili i t"Z(I iiMiii-T"T{:•'ETZSI r. - Trra<. �F ..• s:..-•rTr LL'111 j ,•ri�alt�� ITZIII i' L')r"Ti ' G13 t i 31"'1<rL Sl>• I ?) '•t.'_7 : � �1>l i 1 SE'�i=11Tt 7flt f 701':"iz'TT)t.Ti IE'1I{ 11 No t"7ilri� E i'. •' T'TIi- F ,il QT l'�z I ilF ;n E'. T•'•T'T►LLTiI[)•bTZi'�>• QE�I r. x'11►.; {may r'ISTRUTI' D■[' �� c� X. I<3.�E ii tf�lt:iUfi 410 no 141tt'.'.'Z'9�➢� 0MeRICAN Pu" 111110Rlcs AMOCMTIION - •oMmlElw t:AUFawIA pUPTER sTA1D1�►IM1 MANHOLE PIPET PIPE EII11N UNE 320-1 IDw00 mm 36" OR LARGER 1111411720F DIAMETER OF THE MAIN LINE. NOTES !. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 887 an (2'-10 11!2') FOR PAYED STREETS OR 1060 nun 13'-6•} FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY 8E CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Oi IS 1200 mm (49•) 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 iuln (401) 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. Ot■2400 null {98') OR LESS. L■1.7 m (5'-8•), P■f3D MI 1191 8. Ds OVER 2400 mm t96•), L■111(3 m (6-1, P■210 ieinl (d•) L MAY 13E INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 130 aril (b') 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. S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm tl 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. G. 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. S. THICKNESS 4F 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 DE I5M(94) FOR D= -9T3 nrnt39•) OR LESS, ISM(•S) FOR O3 ■tOSO mm (421) TO 2100 mm ((341 INCLUSIVE AND 20M(•6) FOR Dt-2250 mm (90.11 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 835 OR 636 UNLESS OTHERWISE SNONM, STEPS SMALL BE UNIFORMLY SPACED 350 au11 (14•} TO 375 n1111 {!S') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 111wm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (369) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 nun (381) TO IOSO nu» (42') fNSiIE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 nr11 (331) OR LESS STANDARD PLAN 321 SMALL BE USED. AMERICAN PUBLIC MI011lCfj ASSOCIATION - SOUTHERN CAt.IF0M11A CHAPTER STA � ft" MANHOLE PIPE TO PIPE MAIN LINE 320 _ I IDz900 mm 36" OR LARGER POE* s OF MANHOLE PIPE TO PIPE MAIN LINE 1900 mm 36" OR LARGER DIAMETER OF THE MAIN LINE. NOTES !. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 887 an (2'-10 11!2') FOR PAYED STREETS OR 1060 nun 13'-6•} FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY 8E CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Oi IS 1200 mm (49•) 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 iuln (401) 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. Ot■2400 null {98') OR LESS. L■1.7 m (5'-8•), P■f3D MI 1191 8. Ds OVER 2400 mm t96•), L■111(3 m (6-1, P■210 ieinl (d•) L MAY 13E INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 130 aril (b') 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. S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm tl 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. G. 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. S. THICKNESS 4F 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 DE I5M(94) FOR D= -9T3 nrnt39•) OR LESS, ISM(•S) FOR O3 ■tOSO mm (421) TO 2100 mm ((341 INCLUSIVE AND 20M(•6) FOR Dt-2250 mm (90.11 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 835 OR 636 UNLESS OTHERWISE SNONM, STEPS SMALL BE UNIFORMLY SPACED 350 au11 (14•} TO 375 n1111 {!S') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 111wm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (369) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 nun (381) TO IOSO nu» (42') fNSiIE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 nr11 (331) OR LESS STANDARD PLAN 321 SMALL BE USED. AMERICAN PUBLIC MI011lCfj ASSOCIATION - SOUTHERN CAt.IF0M11A CHAPTER STA � ft" MANHOLE PIPE TO PIPE MAIN LINE 320 _ I IDz900 mm 36" OR LARGER POE* s OF 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 830 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 900 nwn t380I WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. ' 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3281 E7. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (38•) 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 SMALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 min {381 WITHOUT REDUCER 630 610 mm 124•} MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 6 35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STA I�W'IW 322-1 >n+EST . OF . S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS TiIAM OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LITE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LIME SMALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SNAi.I THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 730 Rrn (301). 13. MANHOLE FRAME AND COYER SMALL CONFORM TO STANDARD PLAN 830 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 19. WHERE A MANHOLE SHAFT - 900 mi11 136•1 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32e. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 erli {364 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ME NOT EXACT EQUAL VALUES. 1F METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING SAN SO ENOL15H UNITS MAY BE SUBSTITUTED FOR ARE USED. ALL VALUES USED R METRIC ZS F ENGLISH HALL BE ENGLISH UNITS, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 min (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 11un 1241 MANHOLE FRAME AND COVER 633 914 itN11 (361 MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP SEE AMERICAN PUBLIC WORKS ASSOCIATION - sOUTNERYtI CAtFORNA CHAPTER • MANHOLE PIPE TO PIPE MAIN LINE 1900 mm 36" OR LARGER 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 830 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 900 nwn t380I WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. ' 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3281 E7. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (38•) 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 SMALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 min {381 WITHOUT REDUCER 630 610 mm 124•} MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 6 35 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STA I�W'IW 322-1 >n+EST . OF . S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS TiIAM OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LITE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LIME SMALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SNAi.I THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 730 Rrn (301). 13. MANHOLE FRAME AND COYER SMALL CONFORM TO STANDARD PLAN 830 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 19. WHERE A MANHOLE SHAFT - 900 mi11 136•1 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32e. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 erli {364 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ME NOT EXACT EQUAL VALUES. 1F METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING SAN SO ENOL15H UNITS MAY BE SUBSTITUTED FOR ARE USED. ALL VALUES USED R METRIC ZS F ENGLISH HALL BE ENGLISH UNITS, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 min (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER 630 610 11un 1241 MANHOLE FRAME AND COVER 633 914 itN11 (361 MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP SEE AMERICAN PUBLIC WORKS ASSOCIATION - sOUTNERYtI CAtFORNA CHAPTER �A�o rL�N 320-1 NCO ,OF< MANHOLE PIPE TO PIPE MAIN LINE 1900 mm 36" OR LARGER