The URL can be used to link to this page

Home My WebLink About2839-10I A PLAN ISM 0 300 mwl(•4082•) EACH WAY 5 m•-U/4•)R FACE PLATE ASSEMBLY PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Pue� OI& GA TANn arms INC_� (4•0)R 75 mm GREEN COMMITTL 1904 FLOW LINE 300 = 2 t l USE VATH STANDARD SPEC119CATIONs FOR PIM WORKS CONSTRUCTION a (OTOJ� 1275 mm 1511 215MM115 L1/ 1350 mm 4•1111m, • IF CUR@ LINE 1300 mm (6019 - STEPS 1 • I< t 1725 mm (69* 275 mm 10 3/44 AIN. 0 1950 78' mm 73 mm wL v MAX` 1 (3'!R_ 5 mm I 1/4 4(961 Mi 55 mm 14• FACE PLATE ASSEMBLY itz i1 OPTIONAL SUBGRADE CONNECTOIT IICE CATCH BASIN $ CONNECTION d OV SECTION A -A 200 -we" k 1011(•4) 90• EV DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Pue� OI& GA TANn arms INC_� SLOPE 75 mm GREEN COMMITTL 1904 I mm ' 300 = 2 1996 l USE VATH STANDARD SPEC119CATIONs FOR PIM WORKS CONSTRUCTION ux 205 mm 8' 1275 mm 1511 215MM115 L1/ 1350 mm 4•1111m, (91 IF 35 9 14' 1300 mm (6019 � 1575 mm (631T 1 • I< mm 1725 mm (69* 275 mm 10 3/44 AIN. 280 mm 011 1950 78' mm 73 mm 2100 mm fl4• v MAX` 1 (3'!R_ 5 mm I 1/4 itz i1 OPTIONAL SUBGRADE CONNECTOIT IICE CATCH BASIN $ CONNECTION d OV SECTION A -A 200 -we" k 1011(•4) 90• EV DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Pue� OI& GA TANn arms INC_� CURB OPENING CATCH BASIN PLAN STMMIC GREEN COMMITTL 1904 I mm ' 300 = 2 1996 SHEET 1 OF 2 USE VATH STANDARD SPEC119CATIONs FOR PIM WORKS CONSTRUCTION DIr, F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE 75Umm (31) R NDED TO D BARS B I 75 mm (38) OC ! r IOM(•3) TIE BAR iP �- R=ID OF SPUR Ct t (c 4-20M(•6). E BARS At 975 mm 3') LONG. SEE NOTE 2 L J -IOM(03) TIE BAR BARS 900 mm D BARS 12 m (3'-0•) LONG 75 mm (3•) OC, SEE NOTE 9I I 3-15111104) J BARS 1.4 m (4'-0•) (4'-8•) LONG 75 mm(3•) OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F DL F (60) OC TO INSIDE EDGE `OF MANHOLE. SEE 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 PER STD. (5•x2•) In a rl PIPE SEAT LEVEL. PLAN 324 PIPE SEAT SEE NOTE 8 900 mm t3'-0•) E BARS W n m� W E BARS I _� 41 u_ c V TIE BARS STEPS II 7 mml IR TIE BAR E $I D BARS I G 125 mm (S) F _ J BARS P 1 1700 = 700 I P ROUND EDGES 2'-4.),(2'-49 TO 75 mm (3•) R SPRING LINE I5M(•4) O 450 mm INLET 081 OC BOTH ELEVATION ' GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN D2 IS 1500 mm THIS POINT (60•) OR OVE SECTION B -B SECTION A -A CONCRETE RINGS STREET GRADE PER STD. 125 mm x 25 mm (5•xl•) PLAN 324 RING SEAT OMIT THIS in H BARS STEP IN " .PAVED _ o-. SEE TABLE STREETS $�VARIABLE 2s H BARS i- i s•I ISO mm (6 E BARS rL 400 mm (161 FOR is I IOM03 OR 94) PAVED STREETS.7 F TIE BARS 650 mm (2'-2') FOR UNPAVED STREETS J BARS ROUND �T EDGES TO 75 mm (3•)R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARDS �D'� MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN PUBLIC WORKS INC., METRIC GREENBOOKCOMMITTEE ID=900 mm 36" OR LARGER 320 - 1 1992 REV. 1988 - USE WITH STANDARD SPECIFICATIONS FOR PURLIC WORKR PnNRTRN ltwnnN SHEET 1 OF 4 NOTES I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I-) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE. COLOR. FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN: 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN ,SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1: 12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 970 mm(3'-20) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.51. VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE. LESS THAN CURB FACE PLUS 300 mm(121. V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED -ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER TH TABLE OF VALUES FOR F D F 0 mm 165 mm 1/2') 75 mm (3 I mm ' 1050 mm (4 21 I 1/21) 1125 mm (454 195 mn 7 3/41 1200 mm (48•) 205 mm 8' 1275 mm 1511 215MM115 L1/ 1350 mm 4•1111m, (91 1425 mm IS 35 9 14' 1300 mm (6019 1/ • 1575 mm (631T 1 • 1650 mm 66.1260 mm 1 1/4' 1725 mm (69* 275 mm 10 3/44 1800 mm (729 280 mm 011 1950 78' no II 3/41 2100 mm fl4• 320 mm 12 1/21 2250 mm 5 mm I 1/4 4(961 Mi 55 mm 14• 2550 0029 395 mm (15 1/20) 2700 mm 1081 403 mm (16' 2850 mm (1141) 3000 mm 12 420 mm (16 1/20) 430 nim 071 3150 mm (1261 430 mm (171) 3300 mm (132')L4 5 mm 17 1/ 450 mm (1 3811445 mm 17 1/21) 36 0 mm (14411455 mm 181 E CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED ATA SKEW NECESSARY TO INSURE MINIMUM 80 =W31 PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL.' AND 75 m0(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN- WHENEVER ANGLE 'A• IS LESS THAN 70 DEGREES OR P.REATFR THAN IIA rW&0CCQ .no %WUcurvcn TUr ....._ . TABLE OF VALUES FOR M (SEE NOTE 1) 1.2 m OPTIONAL OUTSIDE SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 867 mm (2'-10 i/2• 1060 mm '-6• C -C 282 mm 11•) 1217 mm fe 1/2') 410 mrn 1611 1380 1 (I •) .a...�•c.� .nc vvnnC{,r, Vl[ rlrC IJ 6V\.AIGU IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE. 175 mm(T) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 nan(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 molts'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN 312 CATCH BASIN FMANHOLE FRAME AACE PLATE NOLCO ER BLY AND PROTECTION BAR RY►-DRA v&!� I , k 635 STEEL STEP �-� rn' 636 POLYPROPYLENE PLASTIC STEP 1 , , j"'a1►ilLi ;4Wk_ 1(xt 1,*„Ilt'•4'".,...r.'' '' 9., DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL U", 1 :. ja(E ttEl i1t�IL a's 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 �,t "' =".`=1At3RSQt�t7M(sStLk`d?f71F�"i FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONS-TRUCTION D (ti'?0?!F DOCUMENTS AS SHALL BE ENGLISH UNITS. I1;LLT AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA Cl AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE .CURB OPENING CATCH BASIN 300-2 tD_40A mmf3R"1 [1R I oiR[�F'R SHEET 2 OF 2 REV. 9-,-Oldvow 0 mma�I�rIIrsNBl�il Ilrw, *II w IR MMM«WM�ICO1l1r;a,IM DIAL TWO WORKING A1®Q'�+LE BEFORE DAYS BEFORE EMIwlI1111'A{��SIB YOU DIG YOU D I G Al i new TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT a•' STAN ARRDCPLAN 320-1 1 RHFFT 7 nF A REVISION DESCRIPTION 3 -1%04) J BARS, 4 AROUND m ) (4'-8•LONG, TO 73 mm (3') R 1.2 m OPTIONAL OUTSIDE 75 F DI F OPTIONAL FILLET (4'-06) GEOF ADDITIONAL BARSNTINUE - T CONCRETE (50 m 1 OC TO INSIDE r 525 "Im 21• MANHOLE EDGE OF MANHOLE 6 Ci TC TATs N E SPUR 0 mIa 30• 125 mm x 50 mm (5•x 150 mm (6.) L 4-I51I90 H BARS 900 mm 2•) PIPE SEAT I i ANY STANDARD (3'-0') LONG 3-0 BARS, 75 mm PIPE JOINT 190 mm 17 1/21) (31 OC CONTINUE DETAIL "N" 150 mm (61 OC (RINGS AND COVER NOT SHOWN) iQ 4-20M(•6) E BARS 1350 mm (544 SEE NOTE 2 SEE NOTE3- ? 15go m" If0• IOM O 450 mm (•3 g oe�+�•' 55 mm 001 OR •4 O 180) OC 60 mm I 1/41 mm ) TIE BARS 1800 m" 172.1 280 mM 1114 A & B BARS 00 mm 11 /44 2100 mm (84*1 Nt M STREET - R 1 0 = GRADE STATIONI OF SPUR t 4 S mm 16• 2850 <m" 0144 WITH A MAX. MANHOLE FRAME 2 OF 1050 m AND COVER PER F D2 "nl ( / 445 mm 1 STD. PLAN 630 455 mm 181 MANHOLE W PLAN SHAFT m P SHALL BE 125 mm (5') FOR D2=2400 mm (96") OR LESS AND 200 mm (86) PER STD. sf H D BARS (SHAFT NOT SHOWN) PLAN 324 -__ W TIE BARS REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300(ASTM A 615. STEPS U) F BARS S. I-^ 0,44 TIE BARS GRADE 40). AND .SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- 630 610 mm (24") MANHOLE FRAME AND COVER F BARS 125 aaa i 50 w -T T (24•) TIE (5•x2') I I BARS PIPE SEAT I A BARS 123 mo ..-.moi a.j,j•,•-,�r.-, ELEV. R ( " ELEV. S I mm • ,�, m CONSTRUCTION SHALL BE tAETRIC VALUES. EXCEPT REINFORCING BAR SIZES 8 BARS -_��•�,r� 15M 0 450 mm 04 O 181 3i a OC BOTH WAYS. TO BE SECTION G -G ISM O 450 mm (04 O 180) OC USED WHEN 8 IS 1500 mm BOTH WAYS. TO BE USED (601 OR MORE WHEN D2 IS 1500 mm (601 0 a _ UNDER SHAFT b OR MORE W 8. SECTION N -M -P -O I CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS1,.�� """ MAY BE PLACED AT SPRING LINE. (5q STREET GRADE HBAR W 125mmx25mm(5•x1•) ISO mm (B•) V - RING SEAT LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF 5,11 400 mm '069 FOR. PAVED 150 mm (69 F SHOWN ON TABLE, SH. 1. STREETS, 650 mm (2'-2' H BAR FOR UNPAVED STREETS 15 0 mm ' - VAR 1 ABLE TIE BARS E BARB 10. 150 min (60)/- TIE BARS F F J BARS LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. ROUND EDGES TO 75 mm (39 R W TABLE OF VALUES FOR M (SEE NOTE U SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE �TO PIPE STANDARD PLAN PUBLIC WORKS STANDARDS INC., METRIC GREENBo9COMMTTTEE LARGE SIDE INLET)322 1 1892 . 1 REV.. 1998 IIRF WITH RTANnARn RPFCIFICAT1nNR FAR PI IRI IC WARKQ CANQTRI IrTIAN SHEET 1 OF 4 D BARS---, ROUND EDGES TO 75mm(31R �-- E SHAFT i125 mm It 50 mm (51 x29 PIPE SEAT liI i -D BARS -i � I Dmm q�)ELE A LONGITUDINAL SECTION F AR I - AA 0ORF 1.- • • 1 M0150m"(•40 10 mm (42' -21 mm •4•) •) 1 N 0 150 mm 1•S O 6') • � r_� :>>! ��1 i7 stn �0 t• : B' �l1 � 4t^�Y � ;'a TABLE OF VALUES FOR T PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. 00 er" 121) loo mm 41 375 a I5') 10 mm 4 1/4' -115 450 ma (18' mm 4 1/2• 525 "Im 21• 125 m" 5• 6 24•)133(5 I/4•) 675 mm (2r) mm 0 mIa 30• 150 mm 825 mm (331) 160 mm (6 i/4•) 900 ""u IS mm 1/2• 75 mm 39.1 8 mm r 1050 mm (421) 190 mm 17 1/21) 11 25 mm 4 195 mm 3/4' 1 O mm ( - 175 mn 51421 mm 8 1/2• 1350 mm (544 230 a" -I (9•) 1 25 mm S mm III I/4•) 15go m" If0• 240 mm 9 1/21 1575 ma 31 55 mm 001 I mm 661 60 mm I 1/41 mm ) 7 I 3/ 1800 m" 172.1 280 mM 1114 IIm 00 mm 11 /44 2100 mm (84*1 320 mm (12 1/24 •"u 35 mm - 2400 n"a 61) 355 mm 04.1 550 m 0024 395 mm (15 1/24 00 mm 1081 4 S mm 16• 2850 <m" 0144 420 mm 16 1/2' 0 6161 430 ma I 150 mm 1 6• 4 mm I 125 8 13 "nl ( / 445 mm 1 3 m" (144*1 455 mm 181 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 1/261 FOR PAVED STREETS OR 1060 (3'-6") FOR SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF SHAFT SHALL BE NOT SMALLER THAN 15M O 100 mm A (•5 O 41) OC OR EQUIVALENT N :FFFFF� ti. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE 125 an x'50 mm (5•1 SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (150) OC. 21 PIPE SEAT THE. LOWEST STEP 'SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE INVERT. LA 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: 900 mm I A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. OMIT FILLET }" I UNDER SHAFT T 11 I B. LATERAL = 300 mm (12") TO 3600 mm (1441) INSIDE DIAMETER: HOWEVER, 175mm(7" THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF STEPS • THE MAIN LINE. SECTION B - B UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. i