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Home My WebLink About2688-5125 mm x 50 I= TIE (3•x21) 900 GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- 324 MANHOLE SHAFT - ECCENTRIC REDUCER PIPE SEAT ' A BARS 1 12s r1lm FACES UNLESS OTHERWISE SHOWN: 326 MANHOLE SHAFT - 900 mm (36'} WITHOUT REDUCER BARS ELEV.R (5•) m 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC T- ELEV. S 1°. S7 CI nAM nc uAAkIUAI C' clam I AG QT1-1-1 TPAW;rl l=n Tn _qPRING I ItJF_ 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT .� Io m F BARS TIE BARS I 300 mm (121) 0 mm A VALUESo M No 2) .975 mm 7391 180 mm (71 5. P SHALL BE 125 mm (5°) FOR D2=2400 mm (96') OR LESS AND 200 mm (S') FOR D2 OVER 2400 mm (96'). a 0frIM=npr%1rAAfrMT RI-1AI I rnNFnPU Tn ASTM A FISM_ GRADE 300(ASTM A 615- OC BOTH WAYS. TO BE IF 'Jn "" ^"'- "�`�' ^" •^`-"`-�' :"""' "" """" """" ""' """'-_ BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN- 195 mm 3/49 3 -15M(+4) J BARS. 4 A ROUND TO 75 mm (31 R 1.2 m OPTIONAL 1.4 m (4'-8') LONG, (4,_O.) OUTSIDE N -M -P -o 867 mm (2'-10 1/2•) 1060 mm (31-61) C -C 282 mm (II•) 217 mm (a 1/2.1 410 mm (16.1 1380 mm 158 215 mm (8 1/21) 1350 man 75 mm (3') OC CONTINUE , OPTIONAL FILLET EDGE OF F "• DI F CONCRETE 1 mm 35 mm 9 1/40 1500 mm (600) 1575 mm 6 WHEN D2 IS 1500 mm (60.1 1656 MM 66• 260 mm (10 1/41 1725 mm OR MORE ADDITIONAL BARS T 150 mm (661 OC TO INSIDE r 280 mm (II') �-- SHAFT ..SECTION N -M -P -O NOTES 320 mm (12 1/24) 3 904 CONCRETE RINGS PER 400 mm (96.) EDGE OF MANHOLE9 t' o C tC .2550 mm 1029) + 125 mm x 50 mm (5' x21) 2700 mm (1089) 405 mm 16' 2850 mm (1144 PAVED STREETS X125 mm • STREET GRADE (5) 3000 mm 1200 530 mm QT - STATION -' SPUR 4 +4 H H BAR W 125 mm x 25 mm (5' x 1") PIPE SEAT 0NI �+- D BARS 445 mm 117 I/2') 1. VALUES FOR A. B. C. DI, D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE 150 mm (69)� ;;, wQ RING SEAT 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 ' 355 mm (140) 125 mm x 50 mm (5'x 150 MM (60) L BARS 9 0 mm 395 mm (I5 1/2.1 D BARS + 405 mm 160) WALL OF STRUCTURE. 420 mm 16 1/2' UNLESS OTHERWISE SHOWN. 430 mm jIrj FOR UNPAVED STREETS 22) PIPE SEAT(3'-09) LONG ANY STANDARD, 3300 mm 132•) 1445 mm (I 1/20)-- 150 mm 6' °° VARIABLE 1445 mm (17 1/21) 3600 mm (1441 1455 mm (18.) 3-D BARS. 75 mm PIPE JOINT DETAIL N ROUND EDGES IIP THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS (3') oc coNT1NUE 150 mm (6•) OC (RINGS AND.COVER NOT SHOWN) TO 75 mm (3'l R P 700 1I I~ THAN 867 mm (2'-10 1/21) FOR PAVED STREETS OR 1060 mm (3'-64) FOR OTHERWISE SHOWN. 4-20M(+6) E BARS a SEE NOTE 2 1-4) ELEVATION I I -� QUATE. MAIN LINE = 900 mm (360) INSIDE DIAMETER OR LARGER. UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETA{L 'N°. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED 15. WHERE A MANHOLE SHAFT - 900 mm (36'} WITHOUT REDUCER IS. SEE NOTE 3 �, IOM O 450 mm (+3 Q� 1 PER SECTION C -C. WHEN DIAMETER DI IS 1200 mm (48') OR LESS, CENTER SPECIFIED REFER TO STANDARD PLAN 326.. i ��o TIE 4 0 18) OC �\�� Q ELEVATION THE MAIN LINE. OF SHAFT MAY BE LOCATED PER NOTE 3. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS A S B BARS , LONGITUDINAL SECTION 3. CENTER OF MANHOLE SHAFT SHALL' BE LOCATED OVER CENTER LINE OF SPECIFIED REFER TO STANDARD PLAN 328. STATION PT, Nt _ M STREET R= 10 GRADE STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH 17. WHERE A PRESSURE. MANHOLE SHAFT -. 914 mm {36') WITHOUT IS STATION OF SPUR t -- WITH A MAX. MANHOLE FRAME CENTER LINE. SPECIFIED REFER TO STANDARD PLAN 329. � OF 1050 MITI AND COVER PER TABLE OF BARS SIZES F p F (3'76') STD. PLAN 630 •�- MANHOLE J A a s o o1i F 300 ' -9 mm 15 75 +S 0 3.1 )SIJ a 150 mm (+4 a 6.1 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE SHAFT m 1050 mm (42.1-2100 mm (ea•1, 5 0 39 151 0 150 mm (+5 0 6•) BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE NOT EXACT EQUAL VALUES. if METRIC VALUES ARE USED, ALL VALUES RLAN PER STD. Ict 1- D BARS 12250 mm 4 ENGINEER. USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING (SHAFT NOT SHOWN) PLAN 324 w //-TIE BARS ,._-.... - I/1 -__-- ------ -- - ----- -- - _ -- BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. r, c.I^1 Inu u1.I-rc AMC , Ieen A, , vAt 1117C 1142C711 C'AP rntveT1*I frTInM IZW Al 125 mm x 50 I= TIE (3•x21) 900 GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- 324 MANHOLE SHAFT - ECCENTRIC REDUCER PIPE SEAT ' A BARS 1 12s r1lm FACES UNLESS OTHERWISE SHOWN: 326 MANHOLE SHAFT - 900 mm (36'} WITHOUT REDUCER BARS ELEV.R (5•) m 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC T- ELEV. S 1°. S7 CI nAM nc uAAkIUAI C' clam I AG QT1-1-1 TPAW;rl l=n Tn _qPRING I ItJF_ 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT .� Io m F BARS TIE BARS I 300 mm (121) 0 mm A VALUESo M No 2) .975 mm 7391 180 mm (71 5. P SHALL BE 125 mm (5°) FOR D2=2400 mm (96') OR LESS AND 200 mm (S') FOR D2 OVER 2400 mm (96'). a 0frIM=npr%1rAAfrMT RI-1AI I rnNFnPU Tn ASTM A FISM_ GRADE 300(ASTM A 615- OC BOTH WAYS. TO BE IF 'Jn "" ^"'- "�`�' ^" •^`-"`-�' :"""' "" """" """" ""' """'-_ BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN- 195 mm 3/49 SECTION PAY STREET UNPAVED STREET IN. MIN. N -M -P -o 867 mm (2'-10 1/2•) 1060 mm (31-61) C -C 282 mm (II•) 217 mm (a 1/2.1 410 mm (16.1 1380 mm 158 125 mm x 50 I= TIE (3•x21) 900 GRADE 40), AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- 324 MANHOLE SHAFT - ECCENTRIC REDUCER PIPE SEAT ' A BARS 1 12s r1lm FACES UNLESS OTHERWISE SHOWN: 326 MANHOLE SHAFT - 900 mm (36'} WITHOUT REDUCER BARS ELEV.R (5•) m 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC T- ELEV. S 1°. S7 CI nAM nc uAAkIUAI C' clam I AG QT1-1-1 TPAW;rl l=n Tn _qPRING I ItJF_ 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT TIE BARSE BARS s 150 mm TIE BARS F F J BARS ROUND EDGES TO 75 mm (3') R ......... SECTION C C TABLE OF 0 Ci AK J 1. 1 L W%01% VI ITIr"111IV1-V. V111"1{ -V VL. V I% -&-L- ...v,.��qv • v• .....--....-. 300 mm (121) 0 mm 15M 0 450 mm (+4 O 180) .975 mm 7391 180 mm (71 1050 mm 421) OC BOTH WAYS. TO BE 1125 man 45' 195 mm 3/49 200 mm (48•) SECTION G -G 15M 0 450 mm 04 0 18') OC USED WHEN B IS 1500 mm 1275 mm 5l•) 215 mm (8 1/21) 1350 man BOTH WAYS, TO BE USED (60') OR MORE 1 mm 35 mm 9 1/40 1500 mm (600) 1575 mm 6 WHEN D2 IS 1500 mm (60.1 1656 MM 66• 260 mm (10 1/41 1725 mm OR MORE 1800 mm (72' 280 mm (II') 950 mm 784 ..SECTION N -M -P -O 2100 mm 841 320 mm (12 1/24) 3 904 CONCRETE RINGS PER 400 mm (96.) 335 mm (141 .2550 mm 1029) OMIT THIS STEP IN IS TO. PLAN 324 2700 mm (1089) 405 mm 16' 2850 mm (1144 PAVED STREETS X125 mm • STREET GRADE (5) 3000 mm 1200 530 mm QT 3150 mm (12691 H BAR W 125 mm x 25 mm (5' x 1") 3300 mm (1321) 445 mm 117 I/2') 450 mm 138' 150 mm (69)� ;;, wQ RING SEAT 0 4' ' 355 mm (140) 400 mm 069 FOR PAVED 150 mm (69 395 mm (I5 1/2.1 2700 mm (1088) 405 mm 160) STREETS, 650 mm (2'-2' H BAR 420 mm 16 1/2' 3000 mm (1206) 430 mm jIrj FOR UNPAVED STREETS 430 mm ! 3300 mm 132•) 1445 mm (I 1/20)-- 150 mm 6' °° VARIABLE 1445 mm (17 1/21) 3600 mm (1441 TIE BARSE BARS s 150 mm TIE BARS F F J BARS ROUND EDGES TO 75 mm (3') R ......... SECTION C C TABLE OF VALUES FOR F 1. 1 L W%01% VI ITIr"111IV1-V. V111"1{ -V VL. V I% -&-L- ...v,.��qv • v• .....--....-. 300 mm (121) 0 mm tum 6 1/2") .975 mm 7391 180 mm (71 1050 mm 421) 190 mm1/20) 1125 man 45' 195 mm 3/49 200 mm (48•) 205 mm 8' 1275 mm 5l•) 215 mm (8 1/21) 1350 man 230 mm • 1 mm 35 mm 9 1/40 1500 mm (600) 1575 mm 6 ' 235 mm (106) 1656 MM 66• 260 mm (10 1/41 1725 mm 5 mm 10 /41 1800 mm (72' 280 mm (II') 950 mm 784 300 mm 11 3/40) 2100 mm 841 320 mm (12 1/24) 3 904 335 mm 13 1/41 400 mm (96.) 335 mm (141 .2550 mm 1029) 395 mm (15 1/24) 2700 mm (1089) 405 mm 16' 2850 mm (1144 16 .1 ' 3000 mm 1200 530 mm QT 3150 mm (12691 430 mart (170t 3300 mm (1321) 445 mm 117 I/2') 450 mm 138' 445 mm 17 1/21 0 4' ' LE OF VALUES FOR T AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 1. 1 L W%01% VI ITIr"111IV1-V. V111"1{ -V VL. V I% -&-L- ...v,.��qv • v• .....--....-. 300 mm (121) 100 mm 41 375 mm (150) 110 mm (4 1/40 450 mm (184) 115 mm 14 1/28) 525 mm 210 125 mm (58) 600 mm 2401 135 mm (5 1/44) 675 mm (270) 140 mm S / ' 750 mm (300) 150 mm (6' 825 mm (331) 160 mm (6 1/4.1 900 mm 36' 165 mm 6 1/2• 975 mm (395) 180 1050 mm (421) 190 mm (7 1/29) 1125 mm 45.) 195 mm 7 3/4' f (480)-205 mm (89 1275 mm (511 215 mm (8 1/2,11) 1350 mm (54.) 230 mm (9.1 1425 mm 570) 235 mm (9 1/40) 1300 mm 601 240 mm 9 1/21 1575 mm 631) 255 mm (10' 1650 mm 660) ZSO mm (10 1/40) 1725 mm 169") 275 mm I /4' 1800 mm (729) 280 mm (110 1950 mm 300 mm (II 3/4•11 2100 mm (840) 320 mm 12 1/28) 2250 mm 90• 335 mm 13 I/49 2400 mm (96•) 355 mm (140) 2550 mm (10211) 395 mm (I5 1/2.1 2700 mm (1088) 405 mm 160) 2850 mm (1144' 420 mm 16 1/2' 3000 mm (1206) 430 mm jIrj 3150 mm 126' 430 mm ! 3300 mm 132•) 1445 mm (I 1/20)-- 3450 mm 1381) 1445 mm (17 1/21) 3600 mm (1441 1455 mm (18.) NOTES t LATERAL / MAIN LINE RCP OR 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER CONNECTOR PIPE T ,N REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE i:3 4OR 50 mm 0c ARCH, SEE NOTE 2 MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER e� NOTES J SEE NOTE 10 THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (398). ROUND EDGES TO RADIUS G H` H OF APPROXIMATE ID OF 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, LLA0T0E1RAA �36A' IMUM P�� 4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, e, SHALL D D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL NOT EXCEED 5`45'. SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME 150 2. VALUES FOR A. B. C, OI, ANDD ARE SHOWN ON THE PROJECT IPEA CONCRETE CRADLE IS NOT REQUIRED FOR A A MANNER AS FOR A P- !3 B BARS (60) ED -- ` ROUND mm 3) R DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN 'r REINFORCED MONOLITHIC ARCH. 150 REQUIRED BY NOTE 10. 80 mm (30) MIN. �j C LATERAL/ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE U. L CONNECTOR PIPE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS p -- 1a' 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. SHOWNON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES SEE I P APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH 9. MAIN LINE NOTE 8 ( U4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615), THE CONNECTOR PIPE CENTER LINE. " GRADE 300(40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF w i G BARS ga- - -I 1- 0- CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL ROUND F a a> ~ I EDGE I F (SAA O 150 mm -i � � „A o (+4 Q 6•) OC 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. � BARS SHALL BE IOM 0► 450 mm (�3 OR �►4 � 18) OC O LESS. w N TO 75 mm �� •� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER+, 5. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE. �- -' I- -= Z�' 1(3•) R __ ____ �h NOTE 5. FOR DIMENSIONS (OM 0 450 mm AND BAR SIZES Imo'- _ z E (•3 OR •4 0 180) m 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS CC w a w o ! ` v OC TIE BARS 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS ,,.� �� STATION IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 1 OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE z N w to M I E AND F BARS N to STATION7 N M IOM 03 OR +4), OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT 0 � I b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A D F LONGITUDINAL KEYWAY. ISMO 75 mm 2 � � ,., SEE NOTE 4 °4 ' (+5 0 3") OC. STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OR OR °° m R STATION PT. D BARS SEE NOTE 8 OF AN INLET PIPE. °° '` E PLAN c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET cc tc a 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION B T o o OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, �_� 0 �. STA. POINT PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE a o D BARS IOM t•3 _ CONNECTOR PIPE TABLE OF (mt1) (INCHES) (mm) (INCHES) oR +4) OF LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION eo UT mm SEE NOTE 3 VALUES FOR T CATCH BASINSHALL BE ORGRADE D ON A RBRE K IAIGHT N LINE FROM ELEVATION S TO THE 300 12 110 4 ANY SCHANGE INAME TTHE LOCATIOER AND N OFNG ASPUR EMUST DBE APPROVED B'IN THE �YBTHE . CAT 373 15 110 4 1/4 0 c ENGINEER. (3) MIN. I I �- + -- 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE 450 18 120 41/2 ,n STA. POINT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN 525 21 130 5 It I I ELEV. ETEAV. I 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS I LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 24 140 5 1/4 -- I I STA. s I OTHERWISE SHOWN ON THE PROJECT DRAWINGS. SEE NOTE 3 300 mm (12•) 130 mm (5•) 673 27 140 5 1/2 I I • 600 mm (24) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN Iso 3o Iso s � o I I PLAN 375 mm (15) 130 mm (5) .5 D� OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 9. WHEN THERE IS NO SPUR REQUIRED, A 81 B BARS SHALL BE OMITTED. 450 mm (180) 130 mm (52) 825 33 160 6 1/4 `` a I I 525 mm (21.) 130 mm (51) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 900 36 170 1 61/2 1%4-11 - 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT SPUR IOM 0 450 mm 600 mm (24•) 140 mm (5 1/2■) g- THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 975 39 180 7 - -to DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN (+3 OR +4 O 18•) 675 mm (27.) 140 mm (5 I/29) 1050 42 190 71/2 15M0450 mm (+40180) OC, INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S OC TIE BAR TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE e 750 mm (30•) 150 men (6•) 1125 45 200 7 3/4 u u E BOTH WAYS, TO BE USED WHEN SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL REINFORCING STEEL I G BARS 15M O 150 mm TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE 1200 48 210 8 0 0 D;2 IS 1500 mm (601) OR MORE BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN (+4 0 60) OC 825 mm (33) 170 mm (6 1/2) CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF ~ 900 mm (36.1 170 mm t6 I/2') 12'75 sf 220 8 1/2 +� " LONGITUDINAL SECTION OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON THE SPUR. 13so 54 230 9 0 PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN 80 mm (3•) MIN.I 975 mm (39') 180 mm (7.1 ,a N / E : 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 1425 57 240 91/4 D BARS LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. Iy IOM (03 1500 60 250 9 1/2 A BARS OR +4) LINING �/� ' E N E & ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A E E , II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). c 130 1YSm (5) m o _ TIE BARS 1575 63 260 10 F BARS JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE101/4t- 0 IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE jROUND - � � 1630 66 260 � m EDGES ;! ELEV. R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE 1725 69 280 10 3/4 DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. l E BARS 15M t 5) MAIN LINE AND TO THE LIMITS OF THE CRADLE. c ELEV. S l O 80 mm l3`) OC G BARS 1800 72 280 If " _ P I 10M0450 mm 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE 1950 78 300 113/4 (+3 OR •4 8 BARS to � ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL T OPPOSITE INLET MAY BE OMITTED. 2100 134 320 121/2 O fee) OC 1 • �� ...• ELEV. s VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT ` F. BARS 15M (+5) ( I 2250 90 3360 13144 0 0 ELEV. R REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR • - 0 75 mm (3"1 OC 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, 2400 96 - " , METRIC BAR SIZES. IF ENGLISH UNITS ARE USED ALL VALUES USED \ / GRADE 40), AND BE PLACED 40 mm (1 1/2) CLEAR FROM CONCRETE SURFACES, 2550 102 400 15 1/2 M o t FOR CONSTRUCTION SHALL BE ENGLISH UNITS. UNDISTURBED CONCRETE CRADLE, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS 2700 foe 410 16 T EARTH H H 265-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6"). 2850 114 420 161/2 v co 15MO450 mm (+4018') OC, ��- SEE NOTE 9 3000 120 440 17 BOTH WAYS, TO BE USED SECTION Z -Z SECTION M -M 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF 3150 126 440 17 n 0 E WHEN B IS 1500 mm (60') w THE SPUR. 3300 132 450 17 1/2 d �' c IN OR MORE 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 3450 tis 4s0 171/2 tu c CU EXACT SECTION N' Np LNC CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARSSIZES IN L VALUES. IF METRIC VALUES ARE FOR 3soo 144 Oso 18 PROJECTED ON M -M -No FNGI ISH UNITS MAY BE SUBSTITUTED FOR METRIG.BAR SIZES. IF ENGLISH UNITS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 1. 1 L W%01% VI ITIr"111IV1-V. V111"1{ -V VL. V I% -&-L- ...v,.��qv • v• .....--....-. ARE USED, ALL VALUES USED FOR -CONSTRUCTION. SHALL BE ENGLISH UNITS. - __ REDUCER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION PROMULGATED BY THE PUBLIC WORKS STANDARDS INC.,METRIC GREENBOOK COMMITTEE ,1. REV. 1ssa 630 610 mm (24") MANHOLE .FRAME AND COVER STANDARD PIAN METRIC 322-1 SHEET 1 OF 4 STANDARD PLAN AMETRIC 3`10 - 1 J SHEET 2 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY STANDARD PLAN METRIC 331 - 2 SHEET 1 OF 2 633 914 mm (36") MANHOLE FRAME AND COVER STANDARD PLAN METRIC 322-1 SHEET 3OF4 STANDARD PLAN METRIC 331 - 2 SHEET 2 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER MAY BE PLACED AT SPRING LINE. MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 635 STEEL STEP MANHOLE PIPE TO PIPE (LARGE SIDE INLET) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 636 POLYPROPYLENE PLASTIC STEP 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. Ii. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14') 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 (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. NOTES t LATERAL / MAIN LINE RCP OR 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER CONNECTOR PIPE T ,N REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE i:3 4OR 50 mm 0c ARCH, SEE NOTE 2 MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER e� NOTES J SEE NOTE 10 THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (398). ROUND EDGES TO RADIUS G H` H OF APPROXIMATE ID OF 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, LLA0T0E1RAA �36A' IMUM P�� 4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, e, SHALL D D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL NOT EXCEED 5`45'. SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME 150 2. VALUES FOR A. B. C, OI, ANDD ARE SHOWN ON THE PROJECT IPEA CONCRETE CRADLE IS NOT REQUIRED FOR A A MANNER AS FOR A P- !3 B BARS (60) ED -- ` ROUND mm 3) R DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN 'r REINFORCED MONOLITHIC ARCH. 150 REQUIRED BY NOTE 10. 80 mm (30) MIN. �j C LATERAL/ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE U. L CONNECTOR PIPE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS p -- 1a' 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. SHOWNON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES SEE I P APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH 9. MAIN LINE NOTE 8 ( U4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615), THE CONNECTOR PIPE CENTER LINE. " GRADE 300(40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF w i G BARS ga- - -I 1- 0- CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL ROUND F a a> ~ I EDGE I F (SAA O 150 mm -i � � „A o (+4 Q 6•) OC 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. � BARS SHALL BE IOM 0► 450 mm (�3 OR �►4 � 18) OC O LESS. w N TO 75 mm �� •� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER+, 5. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE. �- -' I- -= Z�' 1(3•) R __ ____ �h NOTE 5. FOR DIMENSIONS (OM 0 450 mm AND BAR SIZES Imo'- _ z E (•3 OR •4 0 180) m 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS CC w a w o ! ` v OC TIE BARS 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS ,,.� �� STATION IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 1 OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE z N w to M I E AND F BARS N to STATION7 N M IOM 03 OR +4), OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT 0 � I b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A D F LONGITUDINAL KEYWAY. ISMO 75 mm 2 � � ,., SEE NOTE 4 °4 ' (+5 0 3") OC. STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OR OR °° m R STATION PT. D BARS SEE NOTE 8 OF AN INLET PIPE. °° '` E PLAN c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET cc tc a 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION B T o o OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, �_� 0 �. STA. POINT PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE a o D BARS IOM t•3 _ CONNECTOR PIPE TABLE OF (mt1) (INCHES) (mm) (INCHES) oR +4) OF LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION eo UT mm SEE NOTE 3 VALUES FOR T CATCH BASINSHALL BE ORGRADE D ON A RBRE K IAIGHT N LINE FROM ELEVATION S TO THE 300 12 110 4 ANY SCHANGE INAME TTHE LOCATIOER AND N OFNG ASPUR EMUST DBE APPROVED B'IN THE �YBTHE . CAT 373 15 110 4 1/4 0 c ENGINEER. (3) MIN. I I �- + -- 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE 450 18 120 41/2 ,n STA. POINT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN 525 21 130 5 It I I ELEV. ETEAV. I 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS I LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 24 140 5 1/4 -- I I STA. s I OTHERWISE SHOWN ON THE PROJECT DRAWINGS. SEE NOTE 3 300 mm (12•) 130 mm (5•) 673 27 140 5 1/2 I I • 600 mm (24) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN Iso 3o Iso s � o I I PLAN 375 mm (15) 130 mm (5) .5 D� OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 9. WHEN THERE IS NO SPUR REQUIRED, A 81 B BARS SHALL BE OMITTED. 450 mm (180) 130 mm (52) 825 33 160 6 1/4 `` a I I 525 mm (21.) 130 mm (51) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 900 36 170 1 61/2 1%4-11 - 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT SPUR IOM 0 450 mm 600 mm (24•) 140 mm (5 1/2■) g- THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 975 39 180 7 - -to DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN (+3 OR +4 O 18•) 675 mm (27.) 140 mm (5 I/29) 1050 42 190 71/2 15M0450 mm (+40180) OC, INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S OC TIE BAR TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE e 750 mm (30•) 150 men (6•) 1125 45 200 7 3/4 u u E BOTH WAYS, TO BE USED WHEN SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL REINFORCING STEEL I G BARS 15M O 150 mm TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE 1200 48 210 8 0 0 D;2 IS 1500 mm (601) OR MORE BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN (+4 0 60) OC 825 mm (33) 170 mm (6 1/2) CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF ~ 900 mm (36.1 170 mm t6 I/2') 12'75 sf 220 8 1/2 +� " LONGITUDINAL SECTION OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON THE SPUR. 13so 54 230 9 0 PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN 80 mm (3•) MIN.I 975 mm (39') 180 mm (7.1 ,a N / E : 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 1425 57 240 91/4 D BARS LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. Iy IOM (03 1500 60 250 9 1/2 A BARS OR +4) LINING �/� ' E N E & ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A E E , II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). c 130 1YSm (5) m o _ TIE BARS 1575 63 260 10 F BARS JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE101/4t- 0 IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE jROUND - � � 1630 66 260 � m EDGES ;! ELEV. R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE 1725 69 280 10 3/4 DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. l E BARS 15M t 5) MAIN LINE AND TO THE LIMITS OF THE CRADLE. c ELEV. S l O 80 mm l3`) OC G BARS 1800 72 280 If " _ P I 10M0450 mm 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE 1950 78 300 113/4 (+3 OR •4 8 BARS to � ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL T OPPOSITE INLET MAY BE OMITTED. 2100 134 320 121/2 O fee) OC 1 • �� ...• ELEV. s VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT ` F. BARS 15M (+5) ( I 2250 90 3360 13144 0 0 ELEV. R REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR • - 0 75 mm (3"1 OC 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, 2400 96 - " , METRIC BAR SIZES. IF ENGLISH UNITS ARE USED ALL VALUES USED \ / GRADE 40), AND BE PLACED 40 mm (1 1/2) CLEAR FROM CONCRETE SURFACES, 2550 102 400 15 1/2 M o t FOR CONSTRUCTION SHALL BE ENGLISH UNITS. UNDISTURBED CONCRETE CRADLE, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS 2700 foe 410 16 T EARTH H H 265-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6"). 2850 114 420 161/2 v co 15MO450 mm (+4018') OC, ��- SEE NOTE 9 3000 120 440 17 BOTH WAYS, TO BE USED SECTION Z -Z SECTION M -M 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF 3150 126 440 17 n 0 E WHEN B IS 1500 mm (60') w THE SPUR. 3300 132 450 17 1/2 d �' c IN OR MORE 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 3450 tis 4s0 171/2 tu c CU EXACT SECTION N' Np LNC CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARSSIZES IN L VALUES. IF METRIC VALUES ARE FOR 3soo 144 Oso 18 PROJECTED ON M -M -No FNGI ISH UNITS MAY BE SUBSTITUTED FOR METRIG.BAR SIZES. IF ENGLISH UNITS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ARE USED, ALL VALUES USED FOR -CONSTRUCTION. SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC.,METRIC GREENBOOK COMMITTEE ,1. REV. 1ssa MANHOLE PIPE TO PIPE (LARGE -SIDE INLET STANDARD PIAN METRIC 322-1 SHEET 1 OF 4 STANDARD PLAN AMETRIC 3`10 - 1 J SHEET 2 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 322-1 SHEET 2 OF 4 STANDARD PLAN METRIC 331 - 2 SHEET 1 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION -.SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 SHEET 3OF4 STANDARD PLAN METRIC 331 - 2 SHEET 2 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 322-1 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 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES t LATERAL / MAIN LINE RCP OR 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER CONNECTOR PIPE T ,N REINFORCED MONOLITHIC OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE i:3 4OR 50 mm 0c ARCH, SEE NOTE 2 MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER e� NOTES J SEE NOTE 10 THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (398). ROUND EDGES TO RADIUS G H` H OF APPROXIMATE ID OF 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, LLA0T0E1RAA �36A' IMUM P�� 4. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, e, SHALL D D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL NOT EXCEED 5`45'. SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME 150 2. VALUES FOR A. B. C, OI, ANDD ARE SHOWN ON THE PROJECT IPEA CONCRETE CRADLE IS NOT REQUIRED FOR A A MANNER AS FOR A P- !3 B BARS (60) ED -- ` ROUND mm 3) R DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN 'r REINFORCED MONOLITHIC ARCH. 150 REQUIRED BY NOTE 10. 80 mm (30) MIN. �j C LATERAL/ 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE U. L CONNECTOR PIPE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS p -- 1a' 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. SHOWNON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES SEE I P APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH 9. MAIN LINE NOTE 8 ( U4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615), THE CONNECTOR PIPE CENTER LINE. " GRADE 300(40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF w i G BARS ga- - -I 1- 0- CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL ROUND F a a> ~ I EDGE I F (SAA O 150 mm -i � � „A o (+4 Q 6•) OC 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. � BARS SHALL BE IOM 0► 450 mm (�3 OR �►4 � 18) OC O LESS. w N TO 75 mm �� •� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER+, 5. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE. �- -' I- -= Z�' 1(3•) R __ ____ �h NOTE 5. FOR DIMENSIONS (OM 0 450 mm AND BAR SIZES Imo'- _ z E (•3 OR •4 0 180) m 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS CC w a w o ! ` v OC TIE BARS 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS ,,.� �� STATION IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 1 OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE z N w to M I E AND F BARS N to STATION7 N M IOM 03 OR +4), OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT 0 � I b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A D F LONGITUDINAL KEYWAY. ISMO 75 mm 2 � � ,., SEE NOTE 4 °4 ' (+5 0 3") OC. STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OR OR °° m R STATION PT. D BARS SEE NOTE 8 OF AN INLET PIPE. °° '` E PLAN c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET cc tc a 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION B T o o OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, �_� 0 �. STA. POINT PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE a o D BARS IOM t•3 _ CONNECTOR PIPE TABLE OF (mt1) (INCHES) (mm) (INCHES) oR +4) OF LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION eo UT mm SEE NOTE 3 VALUES FOR T CATCH BASINSHALL BE ORGRADE D ON A RBRE K IAIGHT N LINE FROM ELEVATION S TO THE 300 12 110 4 ANY SCHANGE INAME TTHE LOCATIOER AND N OFNG ASPUR EMUST DBE APPROVED B'IN THE �YBTHE . CAT 373 15 110 4 1/4 0 c ENGINEER. (3) MIN. I I �- + -- 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE 450 18 120 41/2 ,n STA. POINT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN 525 21 130 5 It I I ELEV. ETEAV. I 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS I LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 24 140 5 1/4 -- I I STA. s I OTHERWISE SHOWN ON THE PROJECT DRAWINGS. SEE NOTE 3 300 mm (12•) 130 mm (5•) 673 27 140 5 1/2 I I • 600 mm (24) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN Iso 3o Iso s � o I I PLAN 375 mm (15) 130 mm (5) .5 D� OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 9. WHEN THERE IS NO SPUR REQUIRED, A 81 B BARS SHALL BE OMITTED. 450 mm (180) 130 mm (52) 825 33 160 6 1/4 `` a I I 525 mm (21.) 130 mm (51) 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 900 36 170 1 61/2 1%4-11 - 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT SPUR IOM 0 450 mm 600 mm (24•) 140 mm (5 1/2■) g- THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 975 39 180 7 - -to DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN (+3 OR +4 O 18•) 675 mm (27.) 140 mm (5 I/29) 1050 42 190 71/2 15M0450 mm (+40180) OC, INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S OC TIE BAR TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE e 750 mm (30•) 150 men (6•) 1125 45 200 7 3/4 u u E BOTH WAYS, TO BE USED WHEN SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL REINFORCING STEEL I G BARS 15M O 150 mm TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE 1200 48 210 8 0 0 D;2 IS 1500 mm (601) OR MORE BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN (+4 0 60) OC 825 mm (33) 170 mm (6 1/2) CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF ~ 900 mm (36.1 170 mm t6 I/2') 12'75 sf 220 8 1/2 +� " LONGITUDINAL SECTION OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON THE SPUR. 13so 54 230 9 0 PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN 80 mm (3•) MIN.I 975 mm (39') 180 mm (7.1 ,a N / E : 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND 1425 57 240 91/4 D BARS LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. Iy IOM (03 1500 60 250 9 1/2 A BARS OR +4) LINING �/� ' E N E & ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A E E , II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). c 130 1YSm (5) m o _ TIE BARS 1575 63 260 10 F BARS JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE101/4t- 0 IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE jROUND - � � 1630 66 260 � m EDGES ;! ELEV. R CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE 1725 69 280 10 3/4 DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. l E BARS 15M t 5) MAIN LINE AND TO THE LIMITS OF THE CRADLE. c ELEV. S l O 80 mm l3`) OC G BARS 1800 72 280 If " _ P I 10M0450 mm 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE 1950 78 300 113/4 (+3 OR •4 8 BARS to � ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL T OPPOSITE INLET MAY BE OMITTED. 2100 134 320 121/2 O fee) OC 1 • �� ...• ELEV. s VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT ` F. BARS 15M (+5) ( I 2250 90 3360 13144 0 0 ELEV. R REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR • - 0 75 mm (3"1 OC 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615, 2400 96 - " , METRIC BAR SIZES. IF ENGLISH UNITS ARE USED ALL VALUES USED \ / GRADE 40), AND BE PLACED 40 mm (1 1/2) CLEAR FROM CONCRETE SURFACES, 2550 102 400 15 1/2 M o t FOR CONSTRUCTION SHALL BE ENGLISH UNITS. UNDISTURBED CONCRETE CRADLE, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS 2700 foe 410 16 T EARTH H H 265-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6"). 2850 114 420 161/2 v co 15MO450 mm (+4018') OC, ��- SEE NOTE 9 3000 120 440 17 BOTH WAYS, TO BE USED SECTION Z -Z SECTION M -M 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF 3150 126 440 17 n 0 E WHEN B IS 1500 mm (60') w THE SPUR. 3300 132 450 17 1/2 d �' c IN OR MORE 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT 3450 tis 4s0 171/2 tu c CU EXACT SECTION N' Np LNC CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARSSIZES IN L VALUES. IF METRIC VALUES ARE FOR 3soo 144 Oso 18 PROJECTED ON M -M -No FNGI ISH UNITS MAY BE SUBSTITUTED FOR METRIG.BAR SIZES. IF ENGLISH UNITS AKL6UKID UkHYYING the mtornw on on this ding is obta dftwoftrswd mint be verified in the field by anyone prier to use or construction. HALL & FOREMAN, INC. is not responsi* for underground facitity locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend 1n IICP. swe. Q�pFESS/JN � L Bp�q�Fv CO CZ NO. m COX93 PF CAO�� AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ARE USED, ALL VALUES USED FOR -CONSTRUCTION. SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN AMETRIC 3`10 - 1 J SHEET 2 OF 2 PROMULGATEDBYTHE PUBLIC REENBDOK COMMITTEE REV. 1998 "� JUN�ON� STRUC, II URE -PIPE TO PIPE INLET MM ID mm (24" 0l� ID > 1121111AIN LINE ID STANDARD PLAN METRIC 331 - 2 SHEET 1 OF 2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 331 - 2 SHEET 2 OF 2 PROMULGATED BY ME PUBLIC WORKS STANDARDS INC., GREENBO1992 ,TT7=E REV M TRANSITION STRUCTURE PIPE TO PIPE STANDARD PIAN METRIC 340 - 1 SHEET 1 OF 2 TRANSITION STRUCTURE340-1 PIPE TO..P I PE JUN CTI O N . STRU:CTU RE -� PIPE TO PIPE- PE - I N LET I D > 6:00 m 111 (24" 0 R > . 1 I2 MA I N - LINE I D USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AKL6UKID UkHYYING the mtornw on on this ding is obta dftwoftrswd mint be verified in the field by anyone prier to use or construction. HALL & FOREMAN, INC. is not responsi* for underground facitity locations or depictions. All above ground facilities can be readily seen and verified by the parties that intend 1n IICP. swe. Q�pFESS/JN � L Bp�q�Fv CO CZ NO. m COX93 PF CAO��