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HomeMy WebLinkAbout3516-13DI r, F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED TO D BARS B 1 75 mm (31 R 75 mm (39 OC 1� IOM(+3) TIE BAR >P �- R=10 OF SPUR Ct '�C 4-201(+6), E BARS At 975 mm i3'-31 LONG. SEE NOTE 2 L J 4-15M(+4) H D BARS _ -IOM(+3) TIE BAR BARS 900 mm 1.2 m (3'-0•) LONG 75 mm (3'I OC, SEE NOTE 9 7(4'-8') 1(+4) J BARS 1.4 m (4'-0•) LONG 75 mrn(3•) OC 'T.ADD'L. BARS 150 mm DETAIL "N" F DL F OC TO INSIDE EDGE MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE I) (SHAFT NOT SHOWN) MANHOLE FRAME STREETAND COVER PER GRADE STD. PLAN 630 610 mm (24•) MANHOLE SHAFT 125 mm x 50 mm W o PER PIPE SEAT LEVEL, PLAN S324 PIPE•SEAT } E -I SEE NOTE 8 900 mm (3'-0") E BARS w n ml a H w E BARS U. TIE BARS � STEPS II 75 R TIE BAR -� E c D BAI 125 mm (51) F ` F J BARS P 700 mn 7ROUND EDGES4(2 TO 75 mm (3.1 R SPRING LINE 15M(•4) O 450 mmw INLET 08.1 OC BOTH ELEVATION w GRADE POI7NTSI�� WAYS TO BE USED APPLIES AT SEE NOTE WHEN DZ IS 1500 mm THIS POINT (60') OR OVE SECTION B -B SECTION A -A CONCRETE RINGS STREET GRADE PER STD. 125 m x 5 mm (5'x1') RINPLAN 324 OMIT THIS�+� H BARS STEP IN I PAVED _ o;. SEE TABLE STREETS Nm VARIABLE 25 t50 mm H BARS 6') II 150 mm (6 2a U. so mm E BARS 400 mm 06.1 I0M(93 OR +4) PAVED STREETS. F y (6.1 TIE BARS 650 mm (2'-2•) FOR UNPAVED STREETS J BARS �1 ROUND EDGES TO 75 mm (3911 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER S`STANDARDSINC., MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN PUBLPROMULGATED CRWWOR GREENBO 1992 COMMITTEE ID=900 mm 36" OR LARGER 320-1 REV. 1898 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/29 FOR PAVED STREETS OR 1060 mm (3-61 FOR UN- PAVED 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 (48') 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 mm (48') 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. D2=2400 mm (96") OR LESS, L=1.7 m (5'-6'). P=130 mm (50) B. D2 OVER 2400 mm (96.1. L=1.8 m (6'-0'). P=210 mm (8") L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm .(6') 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. 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. 8. THICKNESS OF 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 BE 15M(M4) FOR D2=975 mm(39') OR LESS. 15M(+5) FOR D2 =1050 mm (421 TO 2100 mm (84') INCLUSIVE AND 20M(+6) FOR D2=2250 mm (90") 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 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (10) TO 375 mm (156) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36") INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320-1 MANHOLE PIPE TO PIPE MAIN. LINE ID=900 mm 36" OR LARGER SHEET 3OF4 TABLE OF VALUES FOR F 2 F 900 mm 36• i65 mm I/2' 975 mm 39•) 180 mm 7• 1050 mm 42` 190. mm 47 1/2.1 1125 mm (45•) 193 m m 7 3/4' 1200 mm i48• 205 mm 8' 1275 mm 151•) 215 mmA8 I/2` I mm 4' 30 mm 1425 mm (5T) 235. mm 9 I/4• 150- mm 60' 240 mm 9 1375 mm (63') 25 (10' k650 mm (66•) 260 mm 40 I/4• 1725 mm t69") 275 mm (10 3/4" : 1800 mm t72') 280 mm (II•) I mm 7 ') Ob mm (II 3/4.1 2100 mm (84' 320 'mm (12 I/2• 225 m (909 m 35mm I i/ 2400 mm 96• 355 mm 14• 2550 mm (102'1 395 mm ll5 1/2•} 2700 mm (108') 405 mm 116• 2850 mm (114•) 3000 mm 1120' 42Q mmm m (!6 1/2") 430 (17•) 3150 mm 126• 430 mm (17•) 3300 mm (132') 445 mm 17 I/2• 450 mm 18') 445 mm p7 I/2•) 600 mm 144• 455 mm 1 AMERICAN F�UBLIC WORKS ASSOCIATION - SOUTHERNCALIFORNIA CHAPTER TABLE OF VALUES FORM (SEE NOTE I) MANHOLE -PIPE TO PIPE MAIN LINE SECTION PAYED STREET MAX. MIN. UNPAVED STREET MAX. MIN. A -A 867 mm (2'-10 I/2•) 8 IOfiO mm 3'-6' C -C 282 mm (II.) 2t7 mm 8 I/2' 410 mm (I6•I 380 mm t5•) AMERICAN F�UBLIC WORKS ASSOCIATION - SOUTHERNCALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE -PIPE TO PIPE MAIN LINE ID=900 mrn 36" OR LARGER SHEET 2 OF 4 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR .EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (300). 13. MANHOLE FRAME AND COYER 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 (36') WITHOUT REDUCER 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 (36.1 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC .329 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 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320-1 sHEET4oF4 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm 36" OR LARGER rou FREE 1-800-227-2600 A PUBLIC SERV10E BY UNDERGROUND SERVICE ALERT 3 -151(+4) J BARS. 1.4 m (4'-89 LONG, 75 mm (31 OC CONTINUE F - D1 F ADDITIONAL BARS 150 mm 16.1 OC TO INSIDE € EDGE OF MANHOLE STATION 125 mm x 50 mm (5'x 21 PIPE SEAT 3-D BARS. 75 mm 13.1 OC CONTINUE 150 mm (61 OC 4-20M(+6) E BARS SEE NOTE 3 IOM O 450 mm 1#3 I OR +4 O 181) OC TIE BARS A & B BARS ROUND TO 75 mm (31 R 1.2'm OPTIONAL OPTIONAL FILLET l4'-0') OUTSIDE EDGE OF � r "'- CONCRETE CZ tC t SPUR 9 L- -1511+4) H 150 mm (6 BARS 900 mm ANY STANDARD (3'-01 LONG PIPE JOINT DETAIL "N" $� (RINGS AND COVER NOT SHOWN) o \ SEE NOTE 2 eT N ! M l.R-:4i D STREET I OF SPUR t GRADE ANDARD STMETRIC PLAN PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE WITH A MAX. MANHOLE FRAME 1ssz 8 OF 1050 mm REV. IM AND COVER PER F 02 ,F (3'_6.) MANHOLE w STD. PLAN 630 PLAN SHAFT a ELEVATION PER STD. H D BARS (SHAFT NOT SHOWN) PLAN 324 --- W TIE BARS STEPS m F BARS TABLE oa1 SECTION PAVED STRUNPAVED STREET TIE BARS F BARS- 125 mm.x 50 mm T T 41 TIE -r (5•x2') 1 BARS 1125 mm 45• 195 mm /49 525 mm (21.1 125 mm 5' _ff00 PIPE SEATI mm (481) 205 mm 81 600 mm (4.) 135 mm is -17- A BARS 125 ar" 1275 mm 151.1 215 mm Ta 675 mm 2T1) O mm I/2' mm mm 750 mm (301 150 mm 6' ELEV. S 25 IN. s ELEV. R (51 co 1575 mm 6 • 55 mm (101) 975 mm 391 180 mm 71 1650 mm 66• 260 mm (10 1/41) 1050 mm (42) 190 mm (7 1/29 mm 69•) 775 mm (10-3/41 1125 45• '95!,74/41) -S BARS 1800 mm 721 280 mm (11.1 120 m 48° 20 mm (6) 1950 mm 7 00 mm 11 3/4' 1275 mm (514 215mm 8 I/2• 2100 mm (841) 320 mm (121/2") 1350 mm (541) 230 mm (91) 15M 04,50 mm 04 O 18') IT- ul OC BOTH WAYS, TO BE SECTION G -G O 18.1 OC 151 O 450 mm (+LBE USED WHEN 8 IS I500 mm BOTH WAYS. TO USED (60") OR MORE 0 0 mm 120• 4 0 mm ll7• 1800 mm (72•) 280 mm 119 WHEN D2 IS 1500 (60") l mm 12681 mm (w 195 mm 78' 300 mm (11 3/49 OR MORE 450 mm 1381 44 mm 17 I/2' 223 mm 1, 335 mm (13 1/4.1 SECTION N -M -P -O 0 44' 4 2400 mm (96•) 355 mm (141 CONCRETE RINGS PER 550 nwo (1021) 395 mm 05 1/21 OMIT THIS STEP IN STD. PLAN. 324 PAVED STREETS ,125 mm 00o mm 120• 43 mm (1119 ; (51 STREET GRADE H BAR w 125 mm x 25 mm (5' x 11 150 mm (6'} 1 - RING SEAT 3600 mm (144• 455 mm 089 F 400 mm (161) FOR PAVED 150 mm (69 STREETS, 650 mm (2'-2' H BAR FOR UNPAVED STREETS 150 mm 6') r r 4.1 . VARIABLE TIE BARS- ` E BARS I5• mm TIE BARS a F F J BARS ROUND EDGES TO 75 mm (31) R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER - PROMULGATED BY THE MAN -HOLE PIPE TO PIPE. - ANDARD STMETRIC PLAN PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE LARGE SIDE INLET 322-1 1ssz D BARS - REV. IM SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE SHOWN 014 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 1/20) 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 01 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 STORM 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 (96') OR LESS AND 200 mm (84) FOR D2 OVER 2400 mm (964). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (I I/2•) 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. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SMALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm (15') 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 (36') INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (121 TO 3600 mm (1441 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 L 322-1 SHEET 3 OF 4 1. �-'L SHAFT 125 mm x 50 mm (5• x2•) PIPE SEAT 0&1 a` D BARS s9B D BARS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ROUND EDGES p II• TO 75 mm (31 R I �t - p 700 mm 1 ELEVATION II ATI N II ELEVATION LONGITUDINAL SECTION TABLE OF BARS SIZES A68 D OFF - R F3 300 0 1. -975 mm 91 ISN 07mm 05 O 311 115M O 150 mm (04 O OV 1050 an (421-2100 mm (64.) 12QM O 75 tmwmn 06 0 3') 115M O ISO mm 5 O 69 W5106, 0' - 144• • 150 0 TABLE SECTION PAVED STRUNPAVED STREET MA MIN Ax. MIN. N-AhP-O1 156 r mm 1/2' 11060 mm 3'-61 C -C 1202 mm 1119 1217 mm (8 1/21 410 gM (161) 1380 mm 1' TABLE OF VALUES TABLE OF VALUES FOR T 900 mm 6' 1 300 mm 121) 100 mm 4` mm 1399 180 mm (T 375 mm 059 110 mm 14 1/4' 1050 mm (42') 190 mm (7 • 450 an (18") 115 mm (4 1/2.) 1125 mm 45• 195 mm /49 525 mm (21.1 125 mm 5' _ff00 mm (481) 205 mm 81 600 mm (4.) 135 mm is -17- 1275 mm 151.1 215 mm Ta 675 mm 2T1) O mm I/2' mm mm 750 mm (301 150 mm 6' mm 23 1! • 825 an (3 •1 160 mm IS 1/4'Y- 1500 mm (601) 4 900 mm 1364 165 mm 1/2- 1575 mm 6 • 55 mm (101) 975 mm 391 180 mm 71 1650 mm 66• 260 mm (10 1/41) 1050 mm (42) 190 mm (7 1/29 mm 69•) 775 mm (10-3/41 1125 45• '95!,74/41) 1800 mm 721 280 mm (11.1 120 m 48° 20 mm (6) 1950 mm 7 00 mm 11 3/4' 1275 mm (514 215mm 8 I/2• 2100 mm (841) 320 mm (121/2") 1350 mm (541) 230 mm (91) 2250 mm 9 335 mm 13 1/41) 1425 mm 57.1 2 mm (9 1/4 ) 400 mm 98• 53 mm 14') 1500 mm (60•) 240 mm 9 1/ ) P 2550 mm (t0 395 mm IS1/2.1 1575 mm (63') 255 mm 10.1 (3"1 OC 2700 mm 1081 405 mm 16 1650 mm 60 mm (10 1/4' 2850 mm (114• 4 0 mm (16 1/21 125 mm (69•) 275 mm 10 /41 CONCRETE CRADLE. 263-C-14 (450-C-2000) 0 0 mm 120• 4 0 mm ll7• 1800 mm (72•) 280 mm 119 l mm 12681 mm (w 195 mm 78' 300 mm (11 3/49 3300 mm (1321) 445 on 17 1/2') 2100mm 184• 320 mm 112 1/2-) 450 mm 1381 44 mm 17 I/2' 223 mm 1, 335 mm (13 1/4.1 0 44' 4 2400 mm (96•) 355 mm (141 550 nwo (1021) 395 mm 05 1/21 700 mm (108' 405 mm 161 2850 mm (114•) 420 mm 16 1/ 00o mm 120• 43 mm (1119 3150 mm 126") 430 mm 67-1 1 - 3300 3300 mm 445 an 4171/2' _1450 mm (138'445 an 11 3600 mm (144• 455 mm 089 AMERICAN PUBLIC WORKS ASSOCIATION CALIFORNIA -SOUTHERN. CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 ------------- 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 (360) 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 (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND JUNCTION STRUCTURE --.PIPE TO PIPE INLET ID z 600 mm 24" OR > 1/2 -MAIN LINE ID SHEET 2 OF 4 COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) OF 4 it JUNCTION STRUCTURE --.PIPE TO PIPE INLET ID z 600 mm 24" OR > 1/2 -MAIN LINE ID MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE' NOTE 2 80 mm (31 MIN. F«i p � I 4. LATERAL/ I I CONNECTOR PIPE w G BARS U) (ROUND F 151 O 150 mIr w m m ~ � EDGE 04 O 61) OC 2 C TO 75 mm WH � o Zf I (3') R -- ---- � IOM O 450 mm z 1w,, Y w o I 1 OC TIE BARS o m w H E AND F BARS 151 O 75 mm UNDISTURBED EARTH (+5 O 31) OC, SEE NOTE 8 `O STA. POINT CONNECTOR PIPE TABLE OF so mm SEE NOTE 3 VALUES FOR T STA. POINT B T LATERAL SEE NOTE 3 300 mm (12.) 130 mm (5•) PLAN 375 mm (I51) 130 mm t51 450 mm (181 130 mm (59 525 mm [211) 130 mm (5•) IOM'O 450 mm 600 mm (244 140 mm .1 (5 1/2 03 OR +4 O 181 675 mm (2T•) 140 mm (5 (/21 OC TIE BAR 750 mm (309 150 mm (6') G BARS ISMO 150 mm 825 mm (33.) 170 mm (6 1/2•) (+4 O 6') 0 900 mm (36•) 170 mm {6 1/29 975 mm 139•) 180 mm (7") � N \ a � 5') to cTIE BARS o � 1130 mm - ELEV. R E BARS 151 (i51 I O 80 mm (3') OC G BARS F BARS ISM 03) O 75 mm - ELEV.S- SPUR REINFORCING STEEL 80 mm (34 MIN. � 11 SPRING �ROUNDI ' EDGES -r- ELEV. S- UNDISTURBED r M rl SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTH(=RN CALIFORNIA CHAPTER PROMULGATED BY THE ^ C STANDARD PLAN PUBLIC WORKS STANDARDS INC., JUNCTION \�� STRUCTUREU'`/�LT�pRG - PIPE TO PIPE INLET METRIC GREI?lBOOKCOMMITTEE ID?! 6OO mm (i.R") OR ID > 1/2 MAIN LINE ID 331-2 1984 Rte' I STANDARD PLAN Mm'G 331 - 2 SHEET 2 OF 2 JUNCTION STRUCTURE --.PIPE TO PIPE INLET ID z 600 mm 24" OR > 1/2 -MAIN LINE ID s9B SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (3"1 OC CONCRETE CRADLE. 263-C-14 (450-C-2000) M rl SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTH(=RN CALIFORNIA CHAPTER PROMULGATED BY THE ^ C STANDARD PLAN PUBLIC WORKS STANDARDS INC., JUNCTION \�� STRUCTUREU'`/�LT�pRG - PIPE TO PIPE INLET METRIC GREI?lBOOKCOMMITTEE ID?! 6OO mm (i.R") OR ID > 1/2 MAIN LINE ID 331-2 1984 Rte' I .INC II. 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 Mm'G 331 - 2 SHEET 2 OF 2 JUNCTION STRUCTURE --.PIPE TO PIPE INLET ID z 600 mm 24" OR > 1/2 -MAIN LINE ID s9B SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION .INC II. 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 Mm'G 331 - 2 SHEET 2 OF 2 JUNCTION STRUCTURE --.PIPE TO PIPE INLET ID z 600 mm 24" OR > 1/2 -MAIN LINE ID r� qp O I� m NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39'). 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. �j 4. VALUES .FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. G. 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 PROJECTDRAWINGSONLY 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 (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 0: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MAGE IN ANY ONE SECTION OF PIPE. 8. 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 6151, GRADE 300, (ASTM A 615. GRADE 40), AND BE PLACED 40 mm (I I/2') 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=70/12 + 150 mm (61 V Q Q C C V HtUUHL) UHAW11mu3 o �J'� BENCH MARK., / 8-17 BASIS OF BEARINGS: C CALTR4NS BENCHMARK 8-17. A THE BASIS OF BEAR/NGS FOR THIS MAP THESE RECORD DRAWIN138 HAVE BEEN PREPARED, IN cx i�0. 36637 < PART, ON THE BASIS OF (INFORMATION COMPILED A10 ., .. .+ BRASS CAP /N THE COCRETE BASE OF IS THE CL OF LYTI,E CREEK RD. FURNISHED BY OTHERS. THE INFORMATION C WILL NOT BE THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'1235 E ON #000 FURNISHED 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MP BLED /N RESPONSIBLE FOR ANY ERRORS OR OMISSIONS VVHKX-t �. '�' '' � ' 2 OF SAN SEVA/NE RD., 2.65 M/ WEST R.S.B. 111 99-103 HAVE BEEN INCORPORATED INTO THE DOCUMENTS © AS, * ° !{ ®'� OF SIERRA AVE. A RESULT THEREOF. / l ELEVAAON.• �1 1428,609 QhAZI f4 09 ge C 1 V 1 �- MA a7 JULY 2003 � L THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN FOFCgLIFO� ate : /g CHECKED BY P WD BY DRAWING NO.: 13 C 6637 EXP. 06-130-04 3516 < EFFECT. WENDELL L. IWATSURU MA -IT/ TY REVISION DESCR/P710N DALE ENGR C/TY DATE Cl1YOFFONTANA CAL/FORNG4 SHOULD CONSTRUCTION OF THE REQU/RED 1MP1T01/EMr_1V1') NOT Prepared Under The Supervision of . COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL MAc�ac�An® TFs ° c STORM DRAIN IMPROVEMENT PIANS n SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE DRAWN Br �. No. 36637 c � .10601 CHURCH STREET , STE. 107 CC TRACT NO, 16427-3, 4, .S SCAB SHOWN I )Ce(*.o1e,D D�/G,t'3�RTIG�c,T' 164rl-3 � ��' iD'L Ito CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING � Exp: 06-30-04 RANCpHONE (909�G948 13 91730 DESIGNED BY- �r 427 DA 7E.- cc ENG/NEER R.C.E. 51152 DA 1 I I I w i J J:\126-1769\storm\sd1 3.dwa. 02/18/2004 04:28:55 PM. GUI - L i RICAN PUBLIC PIPE TO PIPE LINE CHAPTER � 320-1 ID=900 mm 78" OR LARGER