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Home My WebLink About3525-24. MAIN LINE RCP OR � REINFORCED MONOLITHIC �--'�- ARCH, SEE NOTE 2 , H •c4V 80 mm (31 MIN. �1 OI�� eit � LATERAL/ CONNECTOR PIPE SPUR PROMULGATED BY TME I :ROUND I W PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE 80 mm (31) MIN. o 1984 19 `EDGE cmi o cn -- `- mm I (3 17R �}k\- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I-- Z+ (3'-6') MANHOLE I- Z 0 O Z I LLI (r W Y W O 1` m N to 11 O tr 1 I SPUR PROMULGATED BY TME REINFORCING STEEL I STANDARD LAN PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE 80 mm (31) MIN. IIC 331-2 1984 19 SPRING LINE ROUND, REV. 1898 \ USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION f (3'-6') MANHOLE 4, STD. PLAN 630 ' ELEV. S l \ PER STD. ml__ STREET GRADE D BARS (SHAFT NOT SHOWN) PLAN 324 __- m TIE BARS CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 321-1 SHOWN HEREON STEPS H EARTH URBED (S'xl'3 � 5Q m (24.1 H\ i H SECTION Z -Z 15M O 150 mm (r4 O 6•11 OC IOM O 450 mm tri OR 04 a 18') OC TIE BARS E AND F BARS 15M O 75 mm (05 a 3•) OC. SEE NOTE 8 „ STA. POINT CONNECTOR PIPE TABLE 80 mm SEE NOTE 3 VALUES F t3') MIN. STA. POINT B LATERAL SEE NOTE 3 300 mm (121) 130 PLAN 375 mm (151) 130 450 mm (18•) 130 523 mm [21.) 130 IOM a 450 mm 600 mm (249 140 (•3 OR 04 O 18') 675 mm (271) 140 OC TIE BAR 750 mm t30•) 150 G BARS ISM a 150 mm 825 mm (33.1 170 04 O 6') OC 800 mm (361) 170 J�t 975 mm (39•) 180 iv c 4EV. ;BARS 15M (*5) m (3') OC rl FBARS 15M 05) O 75 mm (31 OC \'-CONCRETE CRADLE. 265-C-14 (450-C-2000). SEE NOTE 9 SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE METRIC ID'S 825mm 33' OR SMALLER 321-1) BARS BARS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHER,111 CALIFORNIA CHAPTER PROMULGATED BY TME JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD LAN PUBLIC WORKS STANDARDS INC., GREENBO COMMITTEE ID > 600 mm (W') OR ID > 1/2 N LINE ID IIC 331-2 1984 19 S OF 1050 mm REV. 1898 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 (241. B SHALL NOT EXCEED .75 D OR 975 mm (390)• 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. a. 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 (241 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. S. 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 1/21 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 (6"). 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 331RIC2 SHEET20F2 JUNCTION STRUCTURE - PIPE TO PIPE INLET ID > 600 mm 24" OR > 1/2 MAIN LINE ID 3-15M(r4) J BARS. 4A 1.2 m OPTIONAL 1.4 m (4'-8•) LONG. -ROUND TO TS mm (3') R 75 mm l3') OC CONTINUE F - DI F OPTIONAL FILLET f4'I EDGE OUTSIDE ADDITIONAL BARS T CONCRETE 150 mm (611 OC TO INSIDE * (- EDGE OF MANHOLE 6 C ! 1 C STATION - r E SPUR 4-15[Ar4) H 125 mm x 50 mm (5•x I 150 mm (6•I L_ BARS 900 mm 2') PIPE SEAT r ANY STANDARD(3'-0') LONG 3-D BARS. 75 mm PIPE JOINT (3•) OC CONTINUE DETAIL 'N" 150 mm (69 OC (RINGS AND COVER NOT SHOWN) SEE NOTE 3 BARSF FO SEE NOTE 2 IOM O 450 mm 03 OR r4 O 181) OC 4a 0r, TIE BARS A 13 B BARS QTA*rl^ 1 at N t M R- I D STREET F TI B1 I OF SPUR t GRADE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE WITH A MAX MANHOLE FRAIL 1982 S OF 1050 mm REV. 1898 AND COVER PER F f (3'-6') MANHOLE 4, STD. PLAN 630 PLAN SHAFT a STREET GRADE MANHOLE FRAME PER STD. ml__ STREET GRADE D BARS (SHAFT NOT SHOWN) PLAN 324 __- m TIE BARS CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 321-1 SHOWN HEREON STEPS H F BARS (S'xl'3 � 5Q m (24.1 TIE BARS RING SEAT _ 46 MANHOLE 1 EA. SARs 125mmxn x 50 mm 4 SHAFT - a Wo (5'x27 I 400 mm (161) FOR RS 610 F124") PIPE SEAT j A BARS_ 125 ma W PLAN 324 PAVED STREETS, RI ARDO SANDOVAL R.C.E. 51152 DATE: a= ELEV. R (5") m C) mn E 900 mm (3'-0") ELEV. S �n. mm N m M -- B BARS PAVED STREETS 1' p " T 1050 mm (3'-61 T -- I5M O 450 mm 04 O 181) F- ,. OC BOTH WAYS. TO BE SECTION G -G 15M a 450 mm (94 O 181) OC USED WHEN B IS 1500 mm BOTH WAYS. TO BE USED (601 OR MORE WHEN D2 13 1500 mm (601 "aa 125 50 OR MORE SECTION N -M -P -O w w CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 mm x PAVED STREETS123 mm " I (5) ET GRADE STREET H BAR 125 mm x 25 mm (5' w x 11 150 mm (61) RING SEAT �a N > - 400 mm (I61 FOR PAVED 150 mm (64 STREETS, 650 mm (2'-24 H BAR FOR UNPAVED STREETS) 9 150 mm 6'r m.: �-VAR (ABLE TIE BARS- ' E BARS 150 mm {6•)!- TIE BARS F F J BARS ROUND EDGES TO 75 mm (31) R TTr- SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE LARGE SIDE 1 N LET 322 -1 1982 SHEET 1 OF 3 REV. 1898 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (•►- IL SHAFT m 125 mm x 50 mm (5' x2•) I<I / PIPE SEAT D BARS-, ROUND EDGES TO 75 mm (31 R LONGITUDINAL SECTION B I A88 DORF 300 mm (121-97 M • 15M 0 150 mm (•4 O 6• 1050 mm 42• -2100 mm (84• !i O 7 • ISMO 150 mm 05 O 6• • 1 TABLE OF VALUM FOR ki (SEE NOTE 2) SECTION PAY STREET I UNPAVED STR£ X IN. MAX,MIN. N- - mm -1 IC'6 mm 31- C -C 1282 410 mm (161 1380 mm AR" AM'%RICAN PUBLIC WORDS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) I DETAIL "N" PLAN SHEET 2 OF 4 B '♦' EDGES TO BE ROUNDED 1 TO 75 mm (31) R At A J � y' R = I D OF SPUR t 50 - - mm (61) MI ..__.Ji_... MIN. F ALL STEEL REINF. 15M O 100 mm 04 0 41) OC IN •„ OF INLETS t/2' 25 mm (5') ROUND EDGES 15 mm (i/ INLET TION APPLIES ATTHISSECTION C -C POINT SECTION A -A STATION LINE- 900 mm (3'-0') 200 mm (134 I 450 mm (180) l :L 100 mm (4.1 1 1 'i:+2T-200 rmn [8"T 11 JIOO mm (4') 200 mm t8• 200 mm (81) ' OPTIONAL. BOTTOM GRADE R DE POINTS, SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX• k4IN. MAX. I MIN. A -A 1867 mm (2'-10 1/21) 1060 mm (3' -6') C -C 282 mm (111) 1217 mm IS 1/21) 410 mm (161 1 380 mm (151) ,AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED MANHOLE PIPE TO PIPE ONE OR BOTH DETAIL "N" PLAN oly MAIN LINE I'D'S 825mm 33" OR SMALLER) B REV, f998 11 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PLAN (RINGS AND COVER NOT SHOWN) CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 728 SEE NOTE I 16 CONSTRUCT 36" RCP (D -LOAD PER PROFILE) (SHAFT NOT SHOWN) L.F. STREET GRADE MANHOLE FRAME CONCRETE RINGS STREET GRADE 41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 SHOWN ON SHEET 3 - ANDOY C ER PER PER STD. PLAN 324 25 mm x 25 mm CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 321-1 SHOWN HEREON X 3 Q STD. PLAN 630 610 mm OMIT THIS STEP (S'xl'3 � 5Q m (24.1 IN PAVED STREETS RING SEAT _ 46 MANHOLE 1 EA. OCONSTRUCT 47 MONOLITHIC CATCH BASIN CONNECTION PER APWA STD PLAN 308-1 SHOWN ON SHT 3 4 SHAFT 225 mm (9 a Wo LF PER STD. 400 mm (161) FOR 610 F124") RECORD DRAWING, REV. QUANTITY #43 8#44 03/08 ' W PLAN 324 PAVED STREETS, RI ARDO SANDOVAL R.C.E. 51152 DATE: a= C) mn E 900 mm (3'-0") 650 mm (2'-2') STREETS FOR UN- mm N m M -- PAVED STREETS 1' p " T 1050 mm (3'-61 T -- W y� j ,. 12 15•) ,,, 75 mm r g "aa 125 50 = w w mm x mm (51x2') PIPE SEAT c n v '- • ROUND EDGES 15 mm N > - •„ OF INLETS t/2' 25 mm (5') ROUND EDGES 15 mm (i/ INLET TION APPLIES ATTHISSECTION C -C POINT SECTION A -A STATION LINE- 900 mm (3'-0') 200 mm (134 I 450 mm (180) l :L 100 mm (4.1 1 1 'i:+2T-200 rmn [8"T 11 JIOO mm (4') 200 mm t8• 200 mm (81) ' OPTIONAL. BOTTOM GRADE R DE POINTS, SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX• k4IN. MAX. I MIN. A -A 1867 mm (2'-10 1/21) 1060 mm (3' -6') C -C 282 mm (111) 1217 mm IS 1/21) 410 mm (161 1 380 mm (151) ,AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD PLAN LA" ANUY'MEARDS PUBLIC WORKS STANDARDS INC., GREENBOOICCOMMITTEE 7992 MAIN LINE I'D'S 825mm 33" OR SMALLER) 321 -1 REV, f998 11 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. VALUE'S FOR A. B. C. Of. 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 1/21) 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 STORAX( 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 (969 OR LESS AND 200 mm (81 FOR D2 OVER 2400 mm (961). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615. GRADE' 40). AND SHALL TERMINATE 40 mm (1 1/21 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. 1. 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 041 TO 375 mm (150) 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 PLAN -' METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 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'-60) FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (61 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0"). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF, M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE I. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (W-08) AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8-00). 5. 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. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/21 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 200 mm (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. '14OL@ C 2 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33' OR SMALLER UNIT -SHEET 30F4 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'-60) FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (61 WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0"). BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF, M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE I. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (W-08) AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8-00). 5. 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. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/21 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 200 mm (81. 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 041 TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. '14OL@ C 2 SHEET 2 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33' OR SMALLER TO 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 (36") 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 M PRESSURE MANHOLE SHAFT - 914 mm (36') 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 .20 MATTHEW C. HICKS A ERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 4 OF 4 II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.! STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81 THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (61. C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 (36') WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFOZNIA CHAPTER STANDARD PLAN METRIC 321 - 1 SHEET 3 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33' OR SMALLER UNIT ENGR. II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE A. MAIN LINE = 825 mm (331 INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33") OR LESS.! STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER. B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (81 THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm (61. C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 (36') WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COYER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFOZNIA CHAPTER STANDARD PLAN METRIC 321 - 1 SHEET 3 OF 3 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm 33' OR SMALLER NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALyjL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE) 1169 L.F. 14 CONSTRUCT 30" RCP (D -LOAD PER PROFILE) 728 L.F. 16 CONSTRUCT 36" RCP (D -LOAD PER PROFILE) 1145 L.F. 41 CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN 300-2 SHOWN ON SHEET 3 15 EA. 43 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 321-1 SHOWN HEREON X 3 Q EA. 44 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA STD PLAN 322-1 SHOWN HEREON � 5Q EA. 0 45 CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER APWA STD PLAN 331-2 SHOWN HEREON 2 EA. 46 CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-3 SHOWN ON SHEET 3 1 EA. OCONSTRUCT 47 MONOLITHIC CATCH BASIN CONNECTION PER APWA STD PLAN 308-1 SHOWN ON SHT 3 4 EA. 48 CONSTRUCT CONCRETE BLANKET PER APWA STD PLAN 225-1 SHOWN ON SHT 3 4 LF oQ�pFESSIpHq` w C. ti¢ Fac No. 63494 Exp. Sept. 30, 2008 � UF\P OF CRCE NO. 63494 EXP. 09-30-08 DATE: 4-114-029 � O o DIAL ` TWO w❑RK I NG BEFORE � DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGR❑UND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVALyjL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QO f E $ S I pN9 C. � F� V' m W No.63494 m 0`1'Exp. s/ao/os � sf9� 0I V I � � OF C p�l�o PLANNING ■ DESIGN IN CONSTRUCTION 3536 CONCOURS, SUITE 220 ' .ONTARIO, CALIFORNIA 91764-5592 Ie e 0 909.581.0193 FAX 909.581.0192 www.RBF.com CONSULTING PREPARE U R ESU R ION OF: DATE: CITYOF F® Ti-v1N, CALIFORNIA STORM DRAT IMPROVEMENT PLANS DRAWN BY: J.S. TRACT 164'95 � DETAILS &QUANTITIES - 7 SCALE: JOB NUMBER 15-100034 DESIGNED BY: J. S . APP OVED DRAWING N0. 2 3525 CHECKED BY- J. RECORD DRAWING, REV. QUANTITY #43 8#44 03/08 MCH MATT W C. HICKS RCE N0. 63494 EXP. 09-30-06 RI ARDO SANDOVAL R.C.E. 51152 DATE: Lu U C� 0 N 0 I (n I fL w Q w / 0 / w 0 / J / D Z Q J / D Q U 0 0