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Home My WebLink About2968-11I B 0-. �'' r EDGES TO BE ROUNDED pr !-TO 75mm(3')It T\ tA �y �R•ID OF SPUR ! ISO mm (a•) MIN. ALL STEEL REINF.15M O 00 K O 4.1 OC tC ♦. DETAIL 'N' PLAN 2 S B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE I r�u IF ,. (SHAFT NOT SHOWN) STREET GRADE fill STANME-miDARDd LAN PUBLIC WORKS COMMITTEETANDARDS . OREENBOOK COI,BlITTEE AND COVER PER PER STD. PLAN 324- T\ tA �y �R•ID OF SPUR ! ISO mm (a•) MIN. ALL STEEL REINF.15M O 00 K O 4.1 OC tC ♦. DETAIL 'N' PLAN 2 S B (RINGS AND COVER NOT SHOWN) PLAN SEE NOTE I r�u IF ,. (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS STANME-miDARDd LAN PUBLIC WORKS COMMITTEETANDARDS . OREENBOOK COI,BlITTEE AND COVER PER PER STD. PLAN 324- 321 - 1 M 570. PLAN 630 OMIT THIS STEP USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKB CONSTRUCTION (24•) IN PAVED STREETS - _ _j MANHOLE o SHAFT 223 m1° (91^ PER STD. 400 mm 06.1 FOR PLAN 324 PAVED STREETS. p W mm 630 mm Or -r) 900 m 0 U- 1 PAVED STREETSN " �3) 125 mm x SO mm (3•xr) PIPE SEAT r T ROUND EDGES 9+ OF INLETS ��• , wB (3 1 ROUND EDGES x 4 to 15 BIBI I/ ' INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE -900 mm (3'-O') 200 mm (8'1-� STEPS - 430 mm 01119 7S xBB (3.1 100 m (41 I I L+2T-200 IRI- (6•)- 191 200 BIBI l8' ' OPTIONAL BOTTOM GRj SEI SECTION B -B mm (4') -200 mm (8'11 INTS, s STREET GRADE 2S BBB 125 IS'x1•I RING SEAT W = hm H N W La m ~ <z x = W t5 SECTION C -C TABLE Of VALUES FOR M (SEE NOTE 1) SECTION YED TR T UNPAVED STREET MAXPAIMN. I MNL A -A 1067 mm ('-10 I/r) I IOgo on ('-69 C -C 262 wR 019 1217 IY1 l6 I/r) 410 RUI (161 1 380 RUM (IS•) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANME-miDARDd LAN PUBLIC WORKS COMMITTEETANDARDS . OREENBOOK COI,BlITTEE MAIN UNE ID'S 33" OR SMALLER 321 - 1 t9B2 REV. 1m SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKB CONSTRUCTION STRUCTURAL DATA C DOE C 081E B ( BARS BARS B ( BARS BARS 300 mm (12') Ifs mm (4•) IOSO mm (42') 190 mm (7 I/2') 373 mm (IS') 115 mm (4 1/4•) - 1123 mm (45') 190 Bien (7 3/4'1 - 'a ;o 430 mm (18') IIS mm {4 1/2.1 O 1200 mm (48•) 213 mm (8') O 323 mm (21') 140 mm (S') 1273 mm (SI'l 213 mm (8 I/2') � � In 600 mm (24•) 140 mm l3 I/4•) 1350 mm (34') 240 mm (9') E 673 mm (27•) 140 mm (S I/2') c n 1425 mm (ST') 240 mm (9 I/4') c a 730 mm (30') 163 mm (6') � ISOO mm (60') 240 nyn (9 I/2') '�' 825 mm (33') 163 mm (6 I/4') � IS7S mm (63') 260 mm (10•) O 900 mm (36') 163 mm l6 1/2'I � 1650 mm (66') 260 wn (10 I/4') 973 mm (39') 190 mm (7•) 1725 mm (69') 280 mm (10 3/4.1 1800 mm 172'1 280 mm III-) FOR B GREATER THAN 1800 mm (72') SEE PROJECT PLAN NOTES I. REINFORCING STEEL SHALL BE 40 mm (1-1/2') CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mm (3'). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. 5. 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 CONTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC MONOLITHIC CATCH BASIN CONNECTION 308-1 HIELMAN STA. POINT LATERAL SEE NOTE 3 SHEET 2 OF T SHEET t OF 2D2 C WORKS CONSTRUCTION SHEET p OF 4 CONSTRUCTION NOTES I. REINFORCING STEEL SHALL BE 40 mm (1-1/2') CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mm (3'). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. 5. 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 CONTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PUN METRIC MONOLITHIC CATCH BASIN CONNECTION 308-1 HIELMAN STA. POINT LATERAL SEE NOTE 3 SHEET 2 OF T L'_ IV C; I iV 1_' l� 12 S 221 S GLASSELL ST ORANGE, CA 92866 (714) 744-9700 FAX (714) 744-9312 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-60) 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 (8'-0') AND 250 mm (10') FOR VALUES OF H OVER 2.4 m (8'-0'). 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 (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 200 mm (8'). 10. 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 640 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD MAN MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE 321- 1 ID'S 825mm 33' OR SMALLER SHEET DI F � OPTIONAL OUTSIDE EDGE OF CONCRETE I EDGES TO BE /ROUNDED TO 73 mm (3') R 0 BARS 75 mm (3') OCIOMI.3) OF TIE BAR-R•ID 'q6 SPURCtJC4-20M(•6), E BARSG�975 mm (3'-3') LONGSEE NOTE 2J4-ISM(•4) H -IOM(•3) TIE BAR BARS900mm D BARS(3'-0') LONG 7S mm (3') OC,3-ISMI°4) J BARS 1.4 m (4'-O') SEE NOTE 9�� (4'-8') LONG 75 mml3•) OC j CON'T.A00'L. BARS 150 mm DETAIL 'N' F � OL (61) OC TO INSIDE EDGE I � � OF MANHOLE. SEE NOTE 2 (RINGS AND COYER NOT SHOWN) (SEE NOTE I) PLAN (SHAFT NOT SHOWN) MANHOLE FRAME ,/,,-MANHOLE STREET AND COVER PER GRADE � STD. PLAN 630 610 mm (24') ^I z� MANHOLE SHAFT - 123 mm x SO mm PIPE SEAT LEVEL. PER STD. (5'x2') SEE NOTE 8 PLAN 324 / PIPE SEAT m (3'-O') a900 J E BARS //r- IE BARS TIE BARS � mcy I. STEPS--_ TIE BAR o D BARS ( I I p 125 mm (5') F - J BARS P 700 �w1700 I P F ROUND EDGES � 11 2'-4')',(2'-4•) TO 75 mm l3') R- `SPRING LINE ZII 15M(94) O 430 mm INLET IIJ (16•) OC BOTELEVATION GRADE POINTS, WAYS TO BE -USED / APPLIES AT SEE NOTE 4 � ILI N IS mm THIS POINT OEN OR OVER SECTION B -B SECTION SECTION A -A CONCRETE RINGS PER STD. ,-STREET GRADE --125 mmx 25 m PLAN/ 125 mm m (S'xl') SEAT OMIT THIS�H BARS STEP IN - PAVED SEE TABLE STREETS� $! VARIABLE � 50 e � H BARS 1-- � ISO mm (6 \-E BARS 50 IOM(•3 OR 94) 400 mm (16') FOR PAVED STREETS. TIE BARS 650 mm l2' -2•) FOR UNPAVED STREETS �J BARS ROUND EDGES TO 73 mm ZOF9 STA. POINT LATERAL SEE NOTE 3 (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE "METRIC MANHOLE PIPE TO PIPE MAIN LINE ST"°"'' �`A"' PUBLIC WORKS BTANd111OB BIC., �" ��°""'� ID=900 mm 36" OR LARGER 320-1 REv. /N• UBE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS E MAIN LINE RCP OR � REINFORCED MONOLITHIC ARCH, SEE NOTE 2 ( J 80 IBIS (3') MIN. c W ' \ ~ I EDGE ROUND I / <A �o T07Smm -� w � Zt 1t3•) R W p H _ 0 cc D Z W W O I 1 / Uy <W O C� mN I I UNDISTURBED EARTH �_� � 1O STA. POINT c �^ CONNECTOR PI 80 mm il SEE NOTE 3 I� (3') MIN. STA. POINT LATERAL SEE NOTE 3 PLAN SHEET t OF 2D2 C WORKS CONSTRUCTION SHEET p OF 4 CONSTRUCTION E MAIN LINE RCP OR � REINFORCED MONOLITHIC ARCH, SEE NOTE 2 ( J 80 IBIS (3') MIN. c W ' \ ~ I EDGE ROUND I / <A �o T07Smm -� w � Zt 1t3•) R W p H _ 0 cc D Z W W O I 1 / Uy <W O C� mN I I UNDISTURBED EARTH �_� � 1O STA. POINT c �^ CONNECTOR PI 80 mm il SEE NOTE 3 I� (3') MIN. STA. POINT LATERAL SEE NOTE 3 PLAN SPUR REINFORCING STEEL I 80 mm (31) MIN. LINE NG ROUND EDGES EDGEST�- ELEV. I S - E LATERAL/ CONNECTOR PIPE G BARS ISM O ISO mm (0 4 O 6•) OC IOM O 450 mm (•3 OR •4 O 18') OC TIE BARS E AND F BARS ISMO 73 mm SEE NOTE 8 IOM O 430 mm evv RrR tic -%-)I I+u RBR to v N3 OR M O 181) 673 RIRt (27•) 140 wR IS II OC TIE BAR 730 � (30') ISO m l61I G BARS ISM O ISO mm 825 mm (33') 170 R1B1 (6 t/ (04 O 6') 0- 900 mIR (36•) 170 mm (6 1/ 973 R1111 (39•) 180 IRR1 l711 E N \ o �_ 13_ m1R (5') m O � TIE BARS ELEV. R c - E BARS 15M (°S1 1 O 8D mm l3'1 OC G BARS T � I F BARS ISM (•S) O 75 mm (3.) OC CRADLE CONCRETE SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATEo ar TME JUNCTION STRUCTURE -PIPE TO PSE �T STANDARD N PUBLIC WORKS STANDARD&INC_ �> � mm (�„) � ID > 112 MAIN UNE ID 331 -2 GREElIBOOI( COMMITTEE IBM REV Iwo USE WITH STANDARD SPECIFICATIONS FOR PUBLI TABLE OF VALUES FOR F mm I/ F900 (361163 mm 21 973 mm 9.1 (74 180 mm 1030 mm (4 190 mm 7 I/2• 1125 mm (43') m m 7 3/41) 193 1200 mm (48') 205 mm •) 175 mm SI•) i mm 8 1/21 1350 mm 41 0 mm (91 1423 mm tS7•) mm 1/41 35 1500 mm 4 1/21 1575 mm (63' ) 255 wn 10' 1650 mm (66' ) 260 mm I I/4•) 1723 mm (69') 7 mm (10 3/41 1800 Tln (72•) 280 mm (11•) 1950 mm 78' mm II 3/41 300 10 mm 84•) 320 mm 112 1/21 SO mm 0'1 33 mm I i/4• 2400 mm mm 141 (961 355 2350 mm (102') 395 m (IS I/2•) 70 Brrl (108-1 403 mm (16') 2850 mm (114•) 420 mm (16 I/21) mm (1201 ' 430 mm 17.) m3000 3150 mm (1261 430 mm (IT•) 0 mm 132' 443 mm 17 I/ • 3430 mm (1389 443 mm 17 I/ •) M144') 455 mm SHEET t OF 2D2 C WORKS CONSTRUCTION H 265-C-14 (430-C-2000), SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATEo ar TME JUNCTION STRUCTURE -PIPE TO PSE �T STANDARD N PUBLIC WORKS STANDARD&INC_ �> � mm (�„) � ID > 112 MAIN UNE ID 331 -2 GREElIBOOI( COMMITTEE IBM REV Iwo USE WITH STANDARD SPECIFICATIONS FOR PUBLI TABLE OF VALUES FOR F mm I/ F900 (361163 mm 21 973 mm 9.1 (74 180 mm 1030 mm (4 190 mm 7 I/2• 1125 mm (43') m m 7 3/41) 193 1200 mm (48') 205 mm •) 175 mm SI•) i mm 8 1/21 1350 mm 41 0 mm (91 1423 mm tS7•) mm 1/41 35 1500 mm 4 1/21 1575 mm (63' ) 255 wn 10' 1650 mm (66' ) 260 mm I I/4•) 1723 mm (69') 7 mm (10 3/41 1800 Tln (72•) 280 mm (11•) 1950 mm 78' mm II 3/41 300 10 mm 84•) 320 mm 112 1/21 SO mm 0'1 33 mm I i/4• 2400 mm mm 141 (961 355 2350 mm (102') 395 m (IS I/2•) 70 Brrl (108-1 403 mm (16') 2850 mm (114•) 420 mm (16 I/21) mm (1201 ' 430 mm 17.) m3000 3150 mm (1261 430 mm (IT•) 0 mm 132' 443 mm 17 I/ • 3430 mm (1389 443 mm 17 I/ •) M144') 455 mm SHEET t OF 2D2 C WORKS CONSTRUCTION 77 TABLE OF VALUES FORM (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN. MAX. MIN. A -A 867 mm I2'-10 I/2') 11060 mm (3'-G*) C -C 282 mm (11•) 217 mm (8 I/2•) 410 mm t16'1 380 mm (15.) AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER sTAr�D�PLAN MANHOLE PIPE TO PIPE MAIN LINE 320 - 1 ID=900 mm 36" OR LARGER SHEET TDF♦ 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 BOF THE LATERAL IS GREATER THAN 600 mm (24•). B SHALL NOT EXCEED .75 D OR 975 mm i39'). 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 ELEVATIONS 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 45° B IS LESS THAN OR EQUAL TO 600 mm (24') 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. 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 615M, GRADE 300. (ASTM A 615, GRADE 40), AND BE PLACED 40 mm (1 I/2'I 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 +ISO mm (6'). 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 t3E t=Mrl Isla uMITs AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANaARD PIAN JUNCTION STRUCTURE -PIPE TO PIPE INLET '"'�'('° ID z 600 mm 24" OR > 112 MAIN LINE ID 331-2 SHEET 20F2 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') 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 MAYBE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D( 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 i96') OR LESS, L=1.7 m (5'-6'). P=130 mm (5') B. 02 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, 0 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 (I I/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(04) FOR D2=975 mm(391) OR LESS, 15M(°5) FOR Dz =1050 mm (42') 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. 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 8E 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 (36') TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE "�' I` ID=900 mm 36" OR LARGER 320 - 1 SHEET 3 OF 4 E BARS -2 ABOVE a)1 I 2 BELOW OPENING C BARS •-ISM O 430 mm / l•4 O la') 300 mm nr) MIN. -75 mm (3.) MIN. / A 300 mm (Ir) MIN. 0 IF ff BARS -2 ABOVE 8 2 BELOW OPENING ISMO 430 mm 15M O 450 mm (•4 O 18') (04 O 18.1 C BARS q SECTION A -A ,y0 PLAN CORNER CONNECTION BARS -2 ABOVE 9 BELOW OPENING41, `\\ i:4O 450mat C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED MONOLITHIC CATCH BASIN STµIYE�Pu" PUBLIC WORKS STANDARDS INC.. °R�°°,;. CONNECTION 308-1 REV. iBBB �E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/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 (30'1. 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 (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') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mja m (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 RECOIRD DRAWINGS _ T71,em . nm � � 14; l No. 25742 �. � EXP.1213(� .* ,k 'Ib n ",; f� c��3�ex �:N 221 S. Glassell SUM IV Orange, CA 92866, 00 G ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER sTAr�D�PLAN MANHOLE PIPE TO PIPE MAIN LINE 320 - 1 ID=900 mm 36" OR LARGER SHEET TDF♦ 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 BOF THE LATERAL IS GREATER THAN 600 mm (24•). B SHALL NOT EXCEED .75 D OR 975 mm i39'). 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 ELEVATIONS 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 45° B IS LESS THAN OR EQUAL TO 600 mm (24') 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. 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 615M, GRADE 300. (ASTM A 615, GRADE 40), AND BE PLACED 40 mm (1 I/2'I 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 +ISO mm (6'). 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 t3E t=Mrl Isla uMITs AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANaARD PIAN JUNCTION STRUCTURE -PIPE TO PIPE INLET '"'�'('° ID z 600 mm 24" OR > 112 MAIN LINE ID 331-2 SHEET 20F2 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') 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 MAYBE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D( 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 i96') OR LESS, L=1.7 m (5'-6'). P=130 mm (5') B. 02 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, 0 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 (I I/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(04) FOR D2=975 mm(391) OR LESS, 15M(°5) FOR Dz =1050 mm (42') 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. 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 8E 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 (36') TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE "�' I` ID=900 mm 36" OR LARGER 320 - 1 SHEET 3 OF 4 E BARS -2 ABOVE a)1 I 2 BELOW OPENING C BARS •-ISM O 430 mm / l•4 O la') 300 mm nr) MIN. -75 mm (3.) MIN. / A 300 mm (Ir) MIN. 0 IF ff BARS -2 ABOVE 8 2 BELOW OPENING ISMO 430 mm 15M O 450 mm (•4 O 18') (04 O 18.1 C BARS q SECTION A -A ,y0 PLAN CORNER CONNECTION BARS -2 ABOVE 9 BELOW OPENING41, `\\ i:4O 450mat C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED MONOLITHIC CATCH BASIN STµIYE�Pu" PUBLIC WORKS STANDARDS INC.. °R�°°,;. CONNECTION 308-1 REV. iBBB �E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/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 (30'1. 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 (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') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mja m (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 RECOIRD DRAWINGS _ T71,em . nm � � 14; l No. 25742 �. � EXP.1213(� .* ,k 'Ib n ",; f� c��3�ex �:N 221 S. Glassell SUM IV Orange, CA 92866, 00 G ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w. t3E t=Mrl Isla uMITs AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srANaARD PIAN JUNCTION STRUCTURE -PIPE TO PIPE INLET '"'�'('° ID z 600 mm 24" OR > 112 MAIN LINE ID 331-2 SHEET 20F2 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6') 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 MAYBE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D( 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 i96') OR LESS, L=1.7 m (5'-6'). P=130 mm (5') B. 02 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, 0 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 (I I/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(04) FOR D2=975 mm(391) OR LESS, 15M(°5) FOR Dz =1050 mm (42') 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. 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 8E 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 (36') TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE "�' I` ID=900 mm 36" OR LARGER 320 - 1 SHEET 3 OF 4 E BARS -2 ABOVE a)1 I 2 BELOW OPENING C BARS •-ISM O 430 mm / l•4 O la') 300 mm nr) MIN. -75 mm (3.) MIN. / A 300 mm (Ir) MIN. 0 IF ff BARS -2 ABOVE 8 2 BELOW OPENING ISMO 430 mm 15M O 450 mm (•4 O 18') (04 O 18.1 C BARS q SECTION A -A ,y0 PLAN CORNER CONNECTION BARS -2 ABOVE 9 BELOW OPENING41, `\\ i:4O 450mat C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED MONOLITHIC CATCH BASIN STµIYE�Pu" PUBLIC WORKS STANDARDS INC.. °R�°°,;. CONNECTION 308-1 REV. iBBB �E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/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 (30'1. 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 (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') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mja m (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 RECOIRD DRAWINGS _ T71,em . nm � � 14; l No. 25742 �. � EXP.1213(� .* ,k 'Ib n ",; f� c��3�ex �:N 221 S. Glassell SUM IV Orange, CA 92866, 00 G ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w. (33') OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN MANHOLE PIPE TO PIPE MAIN LINE "�' I` ID=900 mm 36" OR LARGER 320 - 1 SHEET 3 OF 4 E BARS -2 ABOVE a)1 I 2 BELOW OPENING C BARS •-ISM O 430 mm / l•4 O la') 300 mm nr) MIN. -75 mm (3.) MIN. / A 300 mm (Ir) MIN. 0 IF ff BARS -2 ABOVE 8 2 BELOW OPENING ISMO 430 mm 15M O 450 mm (•4 O 18') (04 O 18.1 C BARS q SECTION A -A ,y0 PLAN CORNER CONNECTION BARS -2 ABOVE 9 BELOW OPENING41, `\\ i:4O 450mat C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED MONOLITHIC CATCH BASIN STµIYE�Pu" PUBLIC WORKS STANDARDS INC.. °R�°°,;. CONNECTION 308-1 REV. iBBB �E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/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 (30'1. 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 (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') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mja m (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 RECOIRD DRAWINGS _ T71,em . nm � � 14; l No. 25742 �. � EXP.1213(� .* ,k 'Ib n ",; f� c��3�ex �:N 221 S. Glassell SUM IV Orange, CA 92866, 00 G ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w. E BARS -2 ABOVE a)1 I 2 BELOW OPENING C BARS •-ISM O 430 mm / l•4 O la') 300 mm nr) MIN. -75 mm (3.) MIN. / A 300 mm (Ir) MIN. 0 IF ff BARS -2 ABOVE 8 2 BELOW OPENING ISMO 430 mm 15M O 450 mm (•4 O 18') (04 O 18.1 C BARS q SECTION A -A ,y0 PLAN CORNER CONNECTION BARS -2 ABOVE 9 BELOW OPENING41, `\\ i:4O 450mat C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED MONOLITHIC CATCH BASIN STµIYE�Pu" PUBLIC WORKS STANDARDS INC.. °R�°°,;. CONNECTION 308-1 REV. iBBB �E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO I/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 (30'1. 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 (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') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mja m (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 RECOIRD DRAWINGS _ T71,em . nm � � 14; l No. 25742 �. � EXP.1213(� .* ,k 'Ib n ",; f� c��3�ex �:N 221 S. Glassell SUM IV Orange, CA 92866, 00 G ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w. ��r ERS AMERICAN P gLIC WORKS ASSOC ION -SOUTHERN CALIFORNIA CHAP'Iti'ER STANDARD PLAN MANHOLE PIPE. 1�0 PIPE MA LINEF��fi_'=�� 30 METRIC 1 .ID=900 mm 36" OR LAGER SHEET .w.