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Home My WebLink About3935-1101 F OPTIONAL QUTSII� EDGE OF CONCRETE TO BE 75 mm (511) R �0 BAR$ 79 Imm, (1. 1) 00 ION031BAR-5`RvID OF SPUR ct tc 4-20M06), E IDARS A 4'A k 19715 mm (31-311 LONG, f SEE NOTE: 2--- t� 4-13N04) H jr---1QM(a3) TIE BAR BAR$ 900 mw� -01 LONG D BARS W mm Es"I OC, SEE NOTE 9 Y3-156900 J BAR$ 1.4 m STREET AND COVER PER GR AGE PLAN 630 610 mm (2411) MANHOLE SHAFT '1125 mm x 50 mm _pIpE , t LEVEL, PER STD. tslmr)A SEE No% a PLA 14 524--- PIPE SEAT a w 900 mm (51-0111-1 E BARS w K SARS-1 /-TIE BARS STEPS- 75 TIE BAR IL BARS p 125 mm (s.) p 0 xgo F i�( ROUND EDGES 21-4.)A21 411) 70 75 mm (3111 R SPRI NO LINE 15M(W 0 450 IKET W. (18") OC BOTH ELEVATION GRADE POINTS, WAYS TO BE USED APPLIES AT' SEE NOTE 4 WHOA 02 is 1500 THIS POINT (60") OR OVER— SECTION B-8 SECTION A -A CONCRETE RINGS STREET GRA PECE R $TID, PLAN $24 /— 125 mm x 25 mm 0"xim) RING SEAT OMIT THIS —H BARS STEP IN PAVED SEE TABLE STREM VARIABLE 25 H BARS-— 150 mm ( «E RARS 400 mm 461 FOR F -IOM(03 OR 041 PAVED STREETS, TIE BARS 630 mm (2* -211) FOR UNPAVED STREETS 4 BARS ROUND ED= TO 75 mm (39R SECTION C -C . ... ...... ------ . . . ......... '30UND, TO 75 ffm (31 R — OPTIONAL FILLET ANY STANDARD PIPE JOINT Tfit BARS MANHOLE PIPE TO PIPE STANDARD PLAN METRIC A' 5 BARS LARGE SIDE INLET 322-1 1%2 21AIM PT. N M R = I D STREET -STATION In OF SPUR :t GRADE 2,15 mm 571 Z3:=mj9 /4"l' -0--d WITH A VAX MANHOLE FRAME !2 OF 1050 AND COVER PER F 02 F_ (3"_6%11 w STD. PLAN 630 2100 mm (84") 320 mm 12 MANHOLE 2250 mm (SQ:L 1 1/41111 _j PLAN SHAFT �4 50 mm 23� al (SHAFT NOT SHOWN) PER STD, PLAN 324 2850 mm (1140) 420 mm (16 1/211) 0 BARS 1 11 430 mm (17111, STEPS 3150 mm (1 2611) 43L) mm (171, w TIE BARS w 1 mm (1321 445 mm (17 1 2-11 F BARS ,�422 Mon mm (I S:L_�j TIE UNP E SY-R-EE'r—, SECTION ... . ....... MIN. I. F BARS 125 mm x 50 C -C 262 mm (41,11) 217 inm (a lb?- mm Usi_se's wJ1501- TIFE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTEF STANDARID PLAN MANHOLE PIPE TO PIPE,, MAI N � LIN E METRIC 32071 ID -_900 mm'(36") OR LARGER' SHEET 2 OF 4 BARS— P IPE SEAT F A BARS M5 w ELEV. R . . . . . . . . . . BARS mm (64 0181) OC BOTH WAYS. TO BE SECTION G -G 15M 0 450 mm 04 0 18,11 OC USED WHEN B IS 1500 mm BOTH WAYS. TO BE USED (601 OR MOIRE WHEN D2 13 1500 MM (601 OR MORE ,SECTION - CO T CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 524 PAVED STREETS 123 K BAR STREET GRADE 125 mm 1 25 mm (52 x V) 1,50 mm 16 11) WI RING SEAT 400 mm 061 FOR PAVED 150 mm (611) STREETS, 650 mm (T-21; K BAR FOR UNPAVED $TREET �\_VARIA84E mm i6o) TIE BARS "—E BARS mo mm (6..11)fr —TIE BARS F F —J BARS —ROUND EDGES TO 75 awn (5"11 PRCMLGAT ME BY THE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC IALRUC WORKS STANDARDS; Ma, GREENU00K COMIT'FU LARGE SIDE INLET 322-1 1%2 1200 m." 05 mm (819) REV, 19% 1275 213 mm J8 IV9.2-- SHEET I OF 4 TABLE, OF VALUES FOR F 900 mm (36") 165 mm (6 1/2,9. 57 975 mm -(39") 08.0 mm (r) 1050 mm f4L") 190 mm, (7 1/211) _ff 195 mm (T 01 1200 m." 05 mm (819) 1275 213 mm J8 IV9.2-- 7 930 jm� --mm-1541 1,94 2,15 mm 571 Z3:=mj9 /4"l' -0--d F5 mm [SO-) 1/20), 1650, mm 166a1 8723 mm (69* 7L_MM J10 3/4,11 Isco C-7201 80 mm, 011 125Q mm (78') 300 mmj11_jLCL 2100 mm (84") 320 mm 12 2250 mm (SQ:L 1 1/41111 355 mm 0419 �4 50 mm 23� u 2 2 —na J-1 1; 8,, L � (16 2850 mm (1140) 420 mm (16 1/211) . .. .... . .. ... . . Iwo. Nk!" 1 11 430 mm (17111, .. .. .. .... 3150 mm (1 2611) 43L) mm (171, 1 mm (1321 445 mm (17 1 2-11 ff" S,!38*) 44 5 mm (17 /2111 ,�422 Mon mm (I S:L_�j T�F_Vfk�iQffg_ FR. '01MCWTE-11 UNP E SY-R-EE'r—, SECTION ... . ....... MIN. I. A -A 867 mn"21-10 I i "� j4CL C -C 262 mm (41,11) 217 inm (a lb?- mm Usi_se's wJ1501- AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTEF STANDARID PLAN MANHOLE PIPE TO PIPE,, MAI N � LIN E METRIC 32071 ID -_900 mm'(36") OR LARGER' SHEET 2 OF 4 .1 .. q. 77 611 - - ------ ---- -------- S.N I 1 "TWO WORKING ORE R DAYS BEFORE YOU DIG Yo DIG pill I I 1 11, ri Tom], ff�_l 7 t V114, 4111—i'll 57 —WILWA11", MANHOLE PIPE TO PIPE (LARGE SIDE INLET) . .. .... . .. ... . . Iwo. Nk!" .. . . ..... .. . ....... .. .. .. .... . . . . . . . . . . I 7, Lm mltftl mol, =�V, STANWD PLAN METRI MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SKEET 2 OF 4 77 611 - - ------ ---- -------- S.N I 1 "TWO WORKING ORE R DAYS BEFORE YOU DIG Yo DIG pill I I 1 11, ri Tom], ff�_l 7 t V114, 4111—i'll STANDARD PLAN MFrRIC 1 322-1 SHEET a OF 4 —WILWA11", MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 1101111-11"m I L", I—, I, , I� "'' I 1 �i � 1 11 MO 31 im&mN1jmw] I STAN PLAN MET= MANHOLE PIPE -TO PIPE MAIN LINE 3201-1 it SHERTA OF 4 ID -190 0 m 01, m --- ---------- .. .. .. ..................... .. . .. - --------- 9 LATERAL/CONNECTOR PIPE tAAIM LINE RCP NAMUZEB CASE 2 (SEE NOTES 9, a io) -CONC. PIPE. RCP OR C5F t.YAIN LINE ROP ----i lu SEE, NOTE' 6 0 two-orl; In SPECIFICATION$ CASE I SECTION B -B A N CASE 3: SADDLE CONNECTION SECTION m � '111, 'o 11,'Ti',fqgw STANWO PIAN 14111411 1� "ill '01, A, �_ , �,,, W111 METRIC MANHOLE: PIPE TO PIPE (LARGE SIDE INLET) 322 - I SHEET 4 OF 4 I ,1:\126-2005\storm\InTract16873-74-75\.-,dll-dwo- 1/311200611:58:45 AM. 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