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Home My WebLink About3249-4z 3 -� � O I � o I oa I m U I /U Z_ LNi �� X O �� a �� o �� 0 �o p N �- o LL v �� w 00 3-ISM1�4) J BARS. � q 1.4 m (4'-8'} LONG, 1.2 m OPTIONAL ROUND TO 73 mm (3•) R OUTSIDE PROMULGATEDerTHE PUBLICY40RK55TANDARDSINC. TS mm l3•) pC CONTINUE F DI F OPTIONAL FILLET (4'-0') EDGE OF srANM�i� LAN STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STAtM1DA�RRiCPIAN .. ADDITIONAL BARS 150 I6'I OC TO p CONCRETE (- f--- � SHAFT PUBLIC WORKS STANDARDS INC.. GREEN800KCOMMtTTEE 1982 Rte'' /� LARGE SIDE INLET 322 - � 320 - 1 METRIC 322 - 1 MErR1� 320 - 1 mm INSIDE f B 1 125 50 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) NOTES MANHOLE PIPE TO PIPE (LARGE SIDE INLET) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ID=900 mm 36" OR LARGER EDGE OF MANHOLE N o Ct TC � mm x mm (5• PIPE SEAT x2•) ID=900 mm 36" OR LARGER SHEET 4 OF 4 SHEET 3 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION - ,, � SPUR ^) �i�+, D BARS I. D D ELEVATI ON R AND ELEVATION S ARE VALUES FOR A, B. C, I, 2, 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 125 mm x 50 mm f5'x 4-15M(•4) H 150 mm (s•) L BARS 900 mm D BARS SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE UNLESS OTHERWISE SHOWN. 2') PIPE SEAT � 13'-0') LONs WALL OF STRUCTURE. 3-D BARS. TS mm (3•) OC CONTINUE ANY STAIiDARD PIPE JOINT DETAIL "N" ROUND EDGES ' TO 75 � I I p 2. WHEN DEPTH M FROM STREET TO f4. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS 150 mm (6') OC � mm (3•) R 700 � I` GRADE THE TOP OF THE BOX IS LESS OTHERWISE SHOWN. � (RINGS AND COVER NOT SHOWN) P mm ELEVATION THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR 4-20M(•6) E BARS SEE NOTE 3 o SEE NOTE 2 � �_4) '� �� UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND I5. WHERE A MANHOLE SHAFT - 900 mm (36"} WITHOUT REDUCER IS IOM O 450 mm (•3 oQo �y �� s a I I DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER 01 IS 1200 (48'} SPECIFIED REFER TO STANDARD PLAN 326. � oR •4 O IB') oc � �o� � V ELEVATION mm OR LESS. CENTER TIE BARS �,�. OF SHAFT MAY BE LOCATED PER NOTE 3. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS A a B BARS , LONGITUDINAL SECTION SPECIFIED REFER TO STANDARD PLAN 328. N M 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF - � R ° l o GRADET STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48') OR LESS, IN WHICH 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT IS WITHPARAIAX- MANHOLE FRAME CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH SPECIFIED REFER TO STANDARD PLAN 329. 'D OF 1050 Irnn AND COVER PER ABL of BARS slz s CENTER LINE. F •'-----_� �F c3'-6'1 HOLE W STD. PLAN 630 mm 1 • - mm ISY A a B DOR F 7 mm .s ISIr o Iso mm c.4 o s•) t6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE PLAN SHAFT m 1080 mm lag• _2100 mm (e4•)• Ow O 75 mm �8 O 3') 15M O ISO mm (•s o s•) � 50 • 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. CHANGE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES PER STD. a � � ►- D BARS m BUT ANY IN LOCATION OF SPUR MUST BE APPROVED BY THE USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING (SHAFT NOT SHOWN) PLAN 324 TIE BARS STEPS N A L of ENGINEER. BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF � MAN HOLE STRUCTURE DETAI L F BARS � s no 21 PAVED STREET UNPAVED STREET 5. � � � P SHALL BE 125 mm (5) FOR D2=2400 mm (96) OR LESS AND 200 mm (8) ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL -- TIE BARS � � SECTION wx. MIN. N-hf-P-O 66 w►x. IIIN. FOR D2 OVER 2400 mm (96'). 8E ENGLISH UNITS. F BARS mm 2'-O , C -C 82 mm 111.) 217 mm 8 1 410 mm 16• 1060 mm (3'-6- 380 mm (IS• THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN= 4. NOT TO SCALE 125 mm: so 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615. 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER ,^ (5'x2') I I GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SUR- eaRs PIPE SEAT I A BARS 128 mn FACES UNLESS OTHERWISE SHOWN. 326 MANHOLE SHAFT - 900 mm (36'1 WITHOUT REDUCER ELEV. R (5.1 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC T' ELEV. s �''°" s B BARS TABLE OF VALUES FORT 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. � 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT '� REDUCER �Tr .--. oo mm s• Is mm s mm 190 mm lr) 300 mm cI2•) 378 mm 15• loo mm ca•1 IID mm 4 1/4') g, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION 630 610 mm (24') MANHOLE FRAME AND COVER 15M O 450 mm (•4 tp 18•) to O mm 142') 190 mm 1/ • 430 mm f19• Its mm 4 1/2•I EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY 633 914 mm (36') MANHOLE FRAME AND COVER SECTION G -G 15M O 450 mm (•4 O 18•) OC USED WHEN B SS ISOOEmm " 0 mmt43•) zos �(e•)/4•) 600 �, ii4) i3s mm c5•v4•I MAY BE PLACED AT SPRING LINE. 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP BOTH WAYS. TO BE USED (60•) OR MORE 1275 mm sJ•• I mm B I/2•) s7s mm (2r) mm / WHEN D2 IS 1500 mm cso•) mm 2 o mm 19•) Iso mm 30• Iso mm s• 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A OR MORE mm 35mm 9 1/4• 1800 mm (80• 828 mm 33.1 900 mm 36• 160 mm (6 1/4•) 163 mm 6 I/2• LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF SECTION N -M -P -O 15 mm s •) 2ss mm 110.1 978 mm 139.1 1 o mm 7• F SHOWN ON TABLE, SH. I. I mm 98• 260 mm 110 I/4•) 1030 mm (42.1 190 mm (7 1/2.1 CONCRETE RINGS PER mm 2 mm 1 3/4• leoo mm 290 mm c1I.1 II28 mm 45•) I2o0 mm a9• 195 mm (7 3/4• los mm a• 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE OMIT THIS STEP IN STD. PLAN 324 °� Isco mm 7b•1 3 mm Ilt 3/4• 2100 mm (84•) 320 mm <12 1/2•) 1278 mm csl• 1330 mm 154') 218 mm s I/z•1 230 (9•) LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. PAVED STREETS '�1� 1 (S•) STREET GRADE 2250 mm 190• 333 mm 13 1/4•) 1425 mm I5r1 mm 235 mm 9 I/4•) H BAR �� w 125 mm x 25 mm (5' x I•) 2400 mm 198•) 333 mm 14• 2550 mm (102.1 395 (15 1/2•) 1500 mm 60• zoo mm 9 1/2' II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE 150 mm (6) w-� RING SEAT AM wm �"Ia- mm Z700 mm 108• mm (I 1875 mm (63') 1650 mm 66• zss mm 10.1 260 mm 110 I/4• SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•} TO 373 mm (15') OC. 400 mm (16•) FOR PAVED 150 mm (6') zsso mm cI14• 420 mm Is 1/ o0o mm n2o•) 430 mm ur 1 25 mm 89.1 78 mm l0 /4• THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. STREETS, 650 mm (2'-2• H BAR i•) mm Iaoo mm 172•) 2ao mm ca•1 FOR UNPAVED STREETS 3900 rtmm+mlii 443 [i� I/2•) 2100 mm e4•) 320 mm iiz 1211 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE 130 mm (6•) 2�'1 c � _ VARIABLE 3430 mm 138.1 448 mm 17 1/2' 0 mm 80• 338 mm (13 I/4•I TIE BARS � _ � E BARS cls• 2400 mm (96.1 2880 mm 102•) ass mm cl4•l 393 mm IIS 1/2.1 A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- I50 mm 6' TIE BARS 2700 mm clog• 405 mm Is• QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. F F J BARS 2830 mm (II4•) 4z0 mm I9 1/ 3000 mm 120' 3150 mm 1126' 430 mm (17•) 430 mm I7• B. LATERAL = 300 mm (12') TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, ROUND EDGES TO 3300 132• 4 mm / THE INSIDE DIAMETER SHALL NOT EXCEED THE I NS I OE DIAMETER OF 75 mm (3•) R 3eoo m i ass mm THE MAIN LINE. TTr� liaa lis•1/ SECTION C -C �� F EDGEOOF CONCRETE EDGES TO BE 75Umm (3•) R 75BmmSI3') OC 8 _ I f NOTES �P Ci iC TADBLE OF VALUES FOR F 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR IOM(•3) TIE BAR � R=1D OF SPUR 4-20M(•6}. E BARS At THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE 900 mm (36') 165 mm (6 I/2') 975 mm (3'-3') LONG. - -' PAVED STREETS CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C ANO UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT SEE NOTE 2 I- J 4-15M(•4) H 975 mm (39•) 180 mm 7• DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE 1050 mm (42• 190 mm 7 I/2') D BARS _ IOM(•3) TIE BAR BARS 900 mm II25 mm (45•) 195 mm (7 3/4•) PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER 75 mm (3•) OC, 1.2 m I3'-0•) LONG 1200 mm (48•) 205 mm (8•) LINE OF THE LATERAL ENTERS THE MANHOLE. I OF SHAFT MAY BE LOCATED PER NOTE 2. SEE NOTE 9 � I 3-ISM(•4) J BARS 1.4 m (4'-0•) 1275 mm (51•) 215 mm (8 I/2•) C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO • (4'-8•) LONG 75 mm13') OC 1350 mm 54•) 230 mm 9• CON'T.ADO'L. BARS 150 mm DETAIL °N° 1425 mm (57•) 235 mm 9 1/4•) 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OYER CENTER LINE OF THE MANHOLE BE GREATER THAN 750 mm (30•). F DL p (6') OC TO INSIDE EDGE IS00 mm (60•) 240 mm 9 I/2•) STORM DRAIN WHEN DIAMETER DI IS 1200 mm {48') OR LESS, IN WHICH CASE OF MANHOLE, SEE NOTE 2 (RINGS AND COYER NOT SHOWNI 1575 mm (63•) 255 mm (10•) PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 PLAN NOTE I) 1650 mm (66•) 260 mm (10 I/4•) AND OMIT J BARS. UNLESS OTHERWISE SHOWN. 1725 mm (69•) 275 mm (10 3/4• (SHAFT NOT SHOWN) 1800 mm (72•) 280 mm (II•) 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS I mm 78• 300 mm (II 3/4.1 ON THE PROJECT DRAWINGS OTHERWISE SHOWN. 2100 mm 84•J 320 mm (12 I/2•) MANHOLE FRAME 2250 mm (eo• 335 mm I3 I/4•) A. 02=2400 mm (96') OR LESS. L=1.7 m (5'-6'), P=130 mm (5') STREET AND COVER PER 2400 mm (96•) 355 mm (t4•) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0•), P=210 mm (8') 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED GRADE STD. PLAN 630 2550 mm (102•) 395 mm (15 1/2•) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ER TO STANDARD PLAN 326. 610 mm (24') 2700 mm 108•) 405 mm (16•) MANHOLE SHAFT w ^ zl 2850 mm (114•) 420 mm 116 I/2•) ENDS. WHEN L GREATER THAN THAT SHOWN A80VE IS SPECIFIED, D BARS 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS 125 mm x 50 mm � a o 3000 mm (120•) 430 mm (17•) SHALL BE CONTINUED 150 mm (6') OC. SPECIFIED REFER TO STANDARD PLAN 328. PER STD. (5•x2•) m FI PIPE SEAT LEVEL. a E SEE NOTE 8 3150 mm 126• 430 mm (17•) PLAN 324 PIPE SEAT � F- e a 1-I 3300 mm 132' 445 mm (17 1/2.1 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER I7. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36) WITHOUT REDUCER IS 900 mm (3'-0') E BARS w � � � � 3450 mm 1 8') 445 mm (17 I/2•) LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329. N' E BARS I � 3600 mm 144• 485 mm (18•) REFER TO THE PROLONGED INVERT GRADE LINES. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT T I L 4 TIE BARS _ MANHOLE PIPE TO PIPE D E A � c fV -J n • I 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED TIE GARP-� tE o I i D38ARs _ GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR 125 mm (5•) c FACES UNLESS OTHERWISE ,SHOWN. SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. LI. F J BARS P 7ooxIm700 I P IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL NOT TO SCALE ROUND EDGES 12'-4•),(2'-a•) 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS. TO 75 mm (3•I R SPRING LINE TABLE OF VALUES FORM (SEE NOTE I} THE FOLLOWING STANDARD PLANS ARE. INCORPORATED HEREIN 15M(•4) O 450 mm INLET -� PAVED STREET UNPAVED STREET 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION (18') OC BOTH � ELEVATION u- GRADE POINTS, SECTION MAx. MIN. MAX. MIN. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER WAYS TO BE USED APPLIES AT SEE NOTE 4 A -A 867 mm (2'-10 I/2•) 1060 mm (3'-6•) BE PLACED AT SPRING LINE. 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER • WHEN 0¢ IS 1500 mm THIS POINT C -C 282 mm (II') 217 mm (8 I/2•) 410 mm 116•) 380 mm (15•J (60') OR OVE SECTION B -B 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC SECTION A -A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COYER SHOWN ON TABLE SH. 2. 633 914 mm (36•) MANHOLE FRAME ANO COYER CONCRETE RINGS PER STD. STREET GRADE � • 635 STEEL STEP PLAN 324 125 mm x 25 mm (5•x1•) 9. D BARS SHALL BE 15M( 4) FOR D2=975' mm(39) OR LESS, ISM( 5) FOR �_ RING SEAT Dz =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR 636 POLYPROPYLENE PLASTIC STEP OMIT THIS ti � H BARS D2=2250 mm (90') OR OVER. PAVEDIN �-. SEE TABLE 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT STREETS � Nm VARIABLE SPRING LINE UNLESS OTHERWISE SHOWN. 25 130 mm H BARS L cs') II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE 150 mm (6 E BARS SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC. 400 mm (1s•) FOR � SO IOM(•3 OR •4) THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. PAYED STREETS. F (s•) F TIE BARS 650 mm (2'-2') FOR 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE UNPAVED STREETS J BARS A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN • ROUND LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42') '-'-�-' EDGES INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR TO 75 mm (3•IR LESS STANDARD PLAN 321 SHALL BE USED. SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATEDerTHE PUBLICY40RK55TANDARDSINC. PROMULGATED BY THE MANHOLE PIPE TO PIPE srANM�i� LAN STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STAtM1DA�RRiCPIAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �' M°sic � MANHOLE PIPE TO PIPE MAIN LINE MANHOLE PIPE TO PIPE MAIN LINE PUBLIC WORKS STANDARDS INC.. GREEN800KCOMMtTTEE 1982 Rte'' /� LARGE SIDE INLET 322 - � 320 - 1 METRIC 322 - 1 MErR1� 320 - 1 322 - 1 "�I° 320 - 1 322 - 1 MANHOLE PIPE TO PIPE MAIN LINE METRIC 320 - 1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) MANHOLE PIPE TO PIPE (LARGE SIDE INLET] MANHOLE PIPE TO PIPE (LARGE SIDE INLET) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ID=900 mm 36" OR LARGER SHEET 1 OF 4 I D=900 m m 36 O R LARGER SHEET 2 OF 4 ID=900 mm 36" OR LARGER SHEET 4 OF 4 SHEET 3 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 4 OF 4 �� F EDGEOOF CONCRETE EDGES TO BE 75Umm (3•) R 75BmmSI3') OC 8 _ I f NOTES �P Ci iC TADBLE OF VALUES FOR F 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR IOM(•3) TIE BAR � R=1D OF SPUR 4-20M(•6}. E BARS At THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UN- EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE 900 mm (36') 165 mm (6 I/2') 975 mm (3'-3') LONG. - -' PAVED STREETS CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C ANO UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT SEE NOTE 2 I- J 4-15M(•4) H 975 mm (39•) 180 mm 7• DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE 1050 mm (42• 190 mm 7 I/2') D BARS _ IOM(•3) TIE BAR BARS 900 mm II25 mm (45•) 195 mm (7 3/4•) PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS, CENTER SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER 75 mm (3•) OC, 1.2 m I3'-0•) LONG 1200 mm (48•) 205 mm (8•) LINE OF THE LATERAL ENTERS THE MANHOLE. I OF SHAFT MAY BE LOCATED PER NOTE 2. SEE NOTE 9 � I 3-ISM(•4) J BARS 1.4 m (4'-0•) 1275 mm (51•) 215 mm (8 I/2•) C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO • (4'-8•) LONG 75 mm13') OC 1350 mm 54•) 230 mm 9• CON'T.ADO'L. BARS 150 mm DETAIL °N° 1425 mm (57•) 235 mm 9 1/4•) 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OYER CENTER LINE OF THE MANHOLE BE GREATER THAN 750 mm (30•). F DL p (6') OC TO INSIDE EDGE IS00 mm (60•) 240 mm 9 I/2•) STORM DRAIN WHEN DIAMETER DI IS 1200 mm {48') OR LESS, IN WHICH CASE OF MANHOLE, SEE NOTE 2 (RINGS AND COYER NOT SHOWNI 1575 mm (63•) 255 mm (10•) PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45° WITH CENTER LINE 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 PLAN NOTE I) 1650 mm (66•) 260 mm (10 I/4•) AND OMIT J BARS. UNLESS OTHERWISE SHOWN. 1725 mm (69•) 275 mm (10 3/4• (SHAFT NOT SHOWN) 1800 mm (72•) 280 mm (II•) 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS I mm 78• 300 mm (II 3/4.1 ON THE PROJECT DRAWINGS OTHERWISE SHOWN. 2100 mm 84•J 320 mm (12 I/2•) MANHOLE FRAME 2250 mm (eo• 335 mm I3 I/4•) A. 02=2400 mm (96') OR LESS. L=1.7 m (5'-6'), P=130 mm (5') STREET AND COVER PER 2400 mm (96•) 355 mm (t4•) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0•), P=210 mm (8') 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED GRADE STD. PLAN 630 2550 mm (102•) 395 mm (15 1/2•) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ER TO STANDARD PLAN 326. 610 mm (24') 2700 mm 108•) 405 mm (16•) MANHOLE SHAFT w ^ zl 2850 mm (114•) 420 mm 116 I/2•) ENDS. WHEN L GREATER THAN THAT SHOWN A80VE IS SPECIFIED, D BARS 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS 125 mm x 50 mm � a o 3000 mm (120•) 430 mm (17•) SHALL BE CONTINUED 150 mm (6') OC. SPECIFIED REFER TO STANDARD PLAN 328. PER STD. (5•x2•) m FI PIPE SEAT LEVEL. a E SEE NOTE 8 3150 mm 126• 430 mm (17•) PLAN 324 PIPE SEAT � F- e a 1-I 3300 mm 132' 445 mm (17 1/2.1 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER I7. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36) WITHOUT REDUCER IS 900 mm (3'-0') E BARS w � � � � 3450 mm 1 8') 445 mm (17 I/2•) LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND SPECIFIED REFER TO STANDARD PLAN 329. N' E BARS I � 3600 mm 144• 485 mm (18•) REFER TO THE PROLONGED INVERT GRADE LINES. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT T I L 4 TIE BARS _ MANHOLE PIPE TO PIPE D E A � c fV -J n • I 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED TIE GARP-� tE o I i D38ARs _ GRADE 40), AND SHALL TERMINATE 40 mm (I I/2') CLEAR OF CONCRETE SUR- FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR 125 mm (5•) c FACES UNLESS OTHERWISE ,SHOWN. SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. LI. F J BARS P 7ooxIm700 I P IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL NOT TO SCALE ROUND EDGES 12'-4•),(2'-a•) 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. BE ENGLISH UNITS. TO 75 mm (3•I R SPRING LINE TABLE OF VALUES FORM (SEE NOTE I} THE FOLLOWING STANDARD PLANS ARE. INCORPORATED HEREIN 15M(•4) O 450 mm INLET -� PAVED STREET UNPAVED STREET 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION (18') OC BOTH � ELEVATION u- GRADE POINTS, SECTION MAx. MIN. MAX. MIN. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER WAYS TO BE USED APPLIES AT SEE NOTE 4 A -A 867 mm (2'-10 I/2•) 1060 mm (3'-6•) BE PLACED AT SPRING LINE. 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER • WHEN 0¢ IS 1500 mm THIS POINT C -C 282 mm (II') 217 mm (8 I/2•) 410 mm 116•) 380 mm (15•J (60') OR OVE SECTION B -B 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC SECTION A -A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 329 PRESSURE MANHOLE SHAFT 914 mm (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COYER SHOWN ON TABLE SH. 2. 633 914 mm (36•) MANHOLE FRAME ANO COYER CONCRETE RINGS PER STD. STREET GRADE � • 635 STEEL STEP PLAN 324 125 mm x 25 mm (5•x1•) 9. D BARS SHALL BE 15M( 4) FOR D2=975' mm(39) OR LESS, ISM( 5) FOR �_ RING SEAT Dz =1050 mm (42') TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR 636 POLYPROPYLENE PLASTIC STEP OMIT THIS ti � H BARS D2=2250 mm (90') OR OVER. PAVEDIN �-. SEE TABLE 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT STREETS � Nm VARIABLE SPRING LINE UNLESS OTHERWISE SHOWN. 25 130 mm H BARS L cs') II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE 150 mm (6 E BARS SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') TO 375 mm (15') OC. 400 mm (1s•) FOR � SO IOM(•3 OR •4) THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. PAYED STREETS. F (s•) F TIE BARS 650 mm (2'-2') FOR 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE UNPAVED STREETS J BARS A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN • ROUND LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36') TO 1050 mm (42') '-'-�-' EDGES INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR TO 75 mm (3•IR LESS STANDARD PLAN 321 SHALL BE USED. SECTION C -C i -- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA Q � �� " �� 1Z�� fl S �' 1'30• SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o eR°��Se�O�� e�arn�na ealr�o�r�lvn . ��`� �� o F 11331 WEST SIXTH STREET, ONTARIO, CA 91762 CITRUS AVENUE STORM DRAIN IMPROVEMENTS o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN � �� s � (90 933-5225, (909) 933-5228 FAX DRAWN BY: �� --- STRUCTIO DETAILS/ SCALE: DIAL TWO WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � � repared Under The Supervision Of : DESIG-�'eY:�A A A STA RD AILS DA.�. NO SCALE BEFORE �� DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/05 "" s �- VC RE AV E 6 03 YOU DIG You DIG �9 CIV �� TOLL FREE 1-800-227�260o INTO .CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. rF of CA��F�� , CHECKED BY: ROVED DRAWING NO.: q. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � Date : �'��- OS �� 3249 �L CITY E NEER R.C.E. 51152 DATE: 22 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATEDerTHE PUBLICY40RK55TANDARDSINC. MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN MI�RIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE MANHOLE PIPE TO PIPE MAIN LINE GREENBooKCOMlIITTEE ��° ID=900 mm 36" OR LARGER 320 - 1 MErR1� 320 - 1 "�I° 320 - 1 MANHOLE PIPE TO PIPE MAIN LINE METRIC 320 - 1 REv SHEET 1 OF 4 ID=900 mm 36" OR LARGER SHEET 2 OF 4 I D=900 m m 36 O R LARGER SHEET 3 OF 4 ID=900 mm 36" OR LARGER SHEET 4 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION i -- REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FONTANA, CALIFORNIA Q � �� " �� 1Z�� fl S �' 1'30• SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT o eR°��Se�O�� e�arn�na ealr�o�r�lvn . ��`� �� o F 11331 WEST SIXTH STREET, ONTARIO, CA 91762 CITRUS AVENUE STORM DRAIN IMPROVEMENTS o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN � �� s � (90 933-5225, (909) 933-5228 FAX DRAWN BY: �� --- STRUCTIO DETAILS/ SCALE: DIAL TWO WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � � repared Under The Supervision Of : DESIG-�'eY:�A A A STA RD AILS DA.�. NO SCALE BEFORE �� DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/05 "" s �- VC RE AV E 6 03 YOU DIG You DIG �9 CIV �� TOLL FREE 1-800-227�260o INTO .CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. rF of CA��F�� , CHECKED BY: ROVED DRAWING NO.: q. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT � Date : �'��- OS �� 3249 �L CITY E NEER R.C.E. 51152 DATE: 22