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Home My WebLink About3433-3Q BARS '75 mm (34) OC------,, fOM(#3) 'TIE 8AR----- 4-20MOR611, E BARS At 975 mm LONG, SEE NOTE 2------- D BARS 75 mm C59 OC, '/1 SEC NOTC 9--" STREET GRADE - MANH04E SHAFT PER STOW PLAN 324--,--- 900 mm (3'-0*) im ,--EDGE$ TO BE ROUNQD TO 75 mm (31 R R -ID OF SPUR c t a OPTIONAL OUTSiDE I EDGE OF CONCRETE a 4-15M(04) H 'TIE BARB RS 900 MM (31-01) LONG :�-15M(04) 4 BARS L4 m (4'- 0 (41-81) LONG 75 mm(39 OC 11ON1T,ADD'L, BARS 150 mm DETAIL "N F(69 OC TO INSIDE EDGE '--OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT !�44OWN) (SEE: NOTE 0 PLAN OPTIONAL OUTSIDE EDGE OF CONCRCTC (SHAFT NOT SHOWNI GRADE, MANHOLE FRAME 4,L AND COVER PER I 0AJQS 900 mm (Y-01) LONG STD, PLAN 630 STD, PLAN 630 0 131�133 125 mm x 50 mm T BARS V) F BARS TI F BARS-; PIPE SEAT 2 E 8ARS 4 r, TtE BARS STEPS --l", T IE AR ....... ....... 125 Inm f5*)----,""' ' F ROUND EDGES TO 75 mm (39 15M(o4) 0 450 mm 081 OC BOTH =_z - WAYS TO BE USED A, WHEN Dg IS, t500 artem (60') OR OVER___,_._._.__ SECTION AZA CONCRETE RINGS PER STD PLAN 3Z4 ----------- OMIT THIS 'STEP tN PAVED STREETS, H BARS .............. 150 FnM (6AF 400 mm 069 FOR PAVED STREETS. 650 mm (2'-2') FOR P! UNPAVED STREETS.- 3 -15W#4) J BARS, 1A m (41-81) LONG, 75 rmi (31) OC CONTINUE F ADDITIONAL BARS J5O mm (61) OC TO INSIDE EDGE OF MMHOLE t25 mm x 50 mm (5'9 a,) PIPE SEAT 1-0 BARS, 76 mm (39 OC CONTINUE 150 mm (61 Oc` 4�-20m(&6) E BARSP SEE NOTE 3 -,- IOM 0 450 mm (03 OR *4 0 IB") OC TIE BARS ' A ek B BARS�� N t 0 BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT '21 r -PIPE SEAT LEVEL, SEE NOTE 8 E BARS—), U (131.) MIR" BAR$ - GRADE POINTS SEE NOTE 4 SECTION B -B . . . . . .... - E. STREE�r GRAD mm x 25 mm (5'XV) RING SEAT /{ ...... .. ..m H BARS SEE TABLE ,-VARtABLE to 24 E BAR S OR #4) TIE BARS J B A RS ROUND EDGE$ TO 15 mm 4, (3 )R SECTION C -C F PLAN (SHAFT NOT SHOWN) F BARS---\\ TIE BARS - T SECTION G -G M "'i- R '-"l D OF SPUR i WITH A MAX, OF 1050 mm (31 _61 MANHOLE SHAFT PER $TD, PLAN 324 $TEPSi OMIT THIS STEP IN PAVED STREETS -- H BARB 150 mm 400 mrn (169 FOR PAVE6 , STREETS, 650 mm (Z`2' FOR UNPAVED STREETS-` 150 'mm (6, TIE BARS --J" a om Q_"T11 "No (RINGS 'AND 00VER NOT SHOWN) SEE NOTE 2 OPTIONAL OUTSIDE EDGE OF CONCRCTC GRADE, ct 4,L I 0AJQS 900 mm (Y-01) LONG Q_"T11 "No (RINGS 'AND 00VER NOT SHOWN) SEE NOTE 2 F A BARS 125 �11 11 A �RS -15M 0 450, mm (o4 0 lel OC BOTH WAYS, TO BE 15M 0 450 mm (04 0 IS") OC � USED WHEN 8 1$ 1500 rnm BOTH WAYS, TO BE USED (609 OR MORE WHEN 02 $$ 1500 ;T" (60') OR MORE SECTION N -M -P-0 CONCRETE RNNGS PER STD... PLAN 324 -STREET GRADE 125 mm x 25 Mfn ( 5, x I') 11�71" _"Y R1NG SEAT 5c -- ---- __150 mm (69 11 5 AR to VARIABLE. F BARS 9IEIBARS F F 0 BARS ROUND EO(GES TO 75 mm (3') R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AN DARO PLAN PROMULGATEr) BY THE MANHOLE PIPE TO PIPE STMETRIC: PUBUC WORKS $TANLARDS INC, GfqEF,,NSr>QK COMMITTEE 322- 1 1292 1AR ' GE SIDE INLET SHEETI OF 4 REV 19w .. .... USE SPECIFICATIONS -FOR PUBLIC WORKS CONSTRUCTION m V11%,,1101 ill q, SHAFT 125 mm x $0 mm (5* X29 PIPE SEAT u -I ,,-D BARSn D BAR$11� AAAAA A A ROUND EDGES IP TO 75 mm(31 R- 700 mrn T1 9 ELE ON LONGITUDINAL SECTION AVE t- U I AVE- TREE $ECT[ON MAZ --T- M X� 7 m m W 2ff WQ f C -C 82 mm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTIiERN CALIFORNIA CHAPTER MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 1;rANDARL) PLAN METRIC 322 - 1 S ,.HEET 2 OF 4 NOTES mm 1, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm(2'-10 1/2'1 FOR PAVED STREETS OR 1060 mm 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 Tit 1$ 1200 nim (48), OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2, 2CENTER OF MANHOLE SHAFT SHALL. BE �_OCATED OVERR CENTER LJNE OF STORM DRAIN WHEN DIAMETER D, IS 1200 mrn (48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND $HAFT AT 450 WITH CENTER LINE AND OMIT J BARS, 3, L AND P SHALL HAVE THE FOLLOWING VALUES UNLZSS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2;:2400 mm (96') OR LESS, L=1,7 In P== mm (5') B, D2 OVER 2400 mm (96'), L;;I,S In W -O'), P=210 mm (13"') 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 6t5 M. GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm 0 1/2'1 CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6, FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING ERNE. 7 E30DY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A L.ONGITUDINAL, 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(#4) FOR D2--975 mm(39") OR LESS, I5M(*5) FOR D2 =f05O mrn (42') TO 2100 mm (849 INCLUSIVE AND 20M(#G) FOR D2M2250 mm (90') OR OVER. 10CENTER 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, S SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 rnm (15') OC, THE LOWEST STEP SHALL NOT DE MORE, THAN 600 mm (240) ABOVE THE INVERT, 12, THE FOLLOWING CRiTERJA SHALL BE USED FOR THIS MANHOLE; A. MAIN LINE = 900 Trim (361) INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mrn (361 TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33) OR LESS STANDARD PLAN 321 SHALL BE USE( l NOTES 1, VALUES FOR A, B, C, 01 . D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX I$ LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREET'S OR tO6O 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 DR IS 1200 mm (48") OR LESS, CENTER OF' SHAFT MAY BE LOCATED PER NOTE 3, 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF 5TQRM DRAIN WHEN DIAMETER DI IS 1200 mir(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 ENOS, BUT ANY CHANGE IN L.00ATION OF SPUR MUST BE APPROVED BY THE ENGINEER, 5, P SHALL BE 125 mm (5) FOR D 2240 mm (96') OR LESS AND 200 mm (8') FOR D2 OYER 2400 mm (96'), 6, REINFORCEMENT SHALL CONFORM TO ASTM A 6,15M, GRADE 300(ASTM A (515, GRADE 40), AND SHALL TERMINATE 40 ;Tarn (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 BEf 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 $HAIJ., VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHIALL, NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH, I, 0, IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHAL:!L BE LOCATED ON SIDE RECEIVING 'THE SMALL.ER' LATERAL. it. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636,, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 550 mm (14') TO 375 mm 051 CIC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (249 ABOVE THE INVERT i2l THE FOL-DWING CRITERIA SHALL BE USED FOR THIS MANHOLEr 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 (12") TO 3600 mrm (144') INSIDE DIAMETER. HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED 'THE INSIDE DIAMETER OF THE MAIN LINE, BENCHMARK B.M. �361, SPIKE IN NORTH FACE OF P.P. 1536697E @ S.W. CORNER OF BASELINE AVENUE AND SULTANA AVENUE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning GT 8253 Sierra Avenue Fontana, California 92335 (9 9) 356-1815 Fax (909) 356-1795 David S. Ha=ner, R.C.E. 43976 Date (expires 6/30/2005) 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 IINSIDE 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'), 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. t4. MANHOLE SHAFT SHALL, CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15, WHERE A IMANHOI-E SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER 'TO STANDARD PLAN326 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPEGIF@ED REFER TO STANDARD PLAN 326. [7, 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 UNI,r$ 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 UNI'T$ MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGL1SH 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 9I4 mm (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER G33 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 650 UNLESS OTHERWISE SHOWN, 14, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15, WHERE A MANHOL,E SHAFT - '900 mrn (364) WITHOUT REDUCER 1S 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 - 9I4 mm (36') WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329, 10� QIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENOL15H UNITS ARE NOT EXACT CQUAL VALUES, IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL. BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUB$TITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HCREINI 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mrn (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 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STAN TANDARD PLAN METRIC 322 -1 SHEET 4 OF 4 STORM DRAIN PLAN TRACT NO. 16271-1 SCALE: AS NOTED PRY -LINE DATE: 'APRIL, 2004 SUL Nj AVENUE iiAPP ED B I DRAWING NO.: R RY, 3433 CITY ENGINEE.C.E. 51152 FILENAME: M:\DWG\12908\STORM\DRY PIPE\ 16271 - 1 DPO3.df.*( STREET GRADE, -MANHOLE FRAME ANO COVER PER STD, PLAN 630 0 131�133 T BARS V) F BARS TI F BARS-; F A BARS 125 �11 11 A �RS -15M 0 450, mm (o4 0 lel OC BOTH WAYS, TO BE 15M 0 450 mm (04 0 IS") OC � USED WHEN 8 1$ 1500 rnm BOTH WAYS, TO BE USED (609 OR MORE WHEN 02 $$ 1500 ;T" (60') OR MORE SECTION N -M -P-0 CONCRETE RNNGS PER STD... PLAN 324 -STREET GRADE 125 mm x 25 Mfn ( 5, x I') 11�71" _"Y R1NG SEAT 5c -- ---- __150 mm (69 11 5 AR to VARIABLE. F BARS 9IEIBARS F F 0 BARS ROUND EO(GES TO 75 mm (3') R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER AN DARO PLAN PROMULGATEr) BY THE MANHOLE PIPE TO PIPE STMETRIC: PUBUC WORKS $TANLARDS INC, GfqEF,,NSr>QK COMMITTEE 322- 1 1292 1AR ' GE SIDE INLET SHEETI OF 4 REV 19w .. .... USE SPECIFICATIONS -FOR PUBLIC WORKS CONSTRUCTION m V11%,,1101 ill q, SHAFT 125 mm x $0 mm (5* X29 PIPE SEAT u -I ,,-D BARSn D BAR$11� AAAAA A A ROUND EDGES IP TO 75 mm(31 R- 700 mrn T1 9 ELE ON LONGITUDINAL SECTION AVE t- U I AVE- TREE $ECT[ON MAZ --T- M X� 7 m m W 2ff WQ f C -C 82 mm AMERICAN PUBLIC WORKS ASSOCIATION - SOUTIiERN CALIFORNIA CHAPTER MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 1;rANDARL) PLAN METRIC 322 - 1 S ,.HEET 2 OF 4 NOTES mm 1, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm(2'-10 1/2'1 FOR PAVED STREETS OR 1060 mm FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL, "N', SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C, WHEN DIAMETER Tit 1$ 1200 nim (48), OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2, 2CENTER OF MANHOLE SHAFT SHALL. BE �_OCATED OVERR CENTER LJNE OF STORM DRAIN WHEN DIAMETER D, IS 1200 mrn (48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND $HAFT AT 450 WITH CENTER LINE AND OMIT J BARS, 3, L AND P SHALL HAVE THE FOLLOWING VALUES UNLZSS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2;:2400 mm (96') OR LESS, L=1,7 In P== mm (5') B, D2 OVER 2400 mm (96'), L;;I,S In W -O'), P=210 mm (13"') 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 6t5 M. GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm 0 1/2'1 CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6, FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING ERNE. 7 E30DY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A L.ONGITUDINAL, 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(#4) FOR D2--975 mm(39") OR LESS, I5M(*5) FOR D2 =f05O mrn (42') TO 2100 mm (849 INCLUSIVE AND 20M(#G) FOR D2M2250 mm (90') OR OVER. 10CENTER 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, S SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 rnm (15') OC, THE LOWEST STEP SHALL NOT DE MORE, THAN 600 mm (240) ABOVE THE INVERT, 12, THE FOLLOWING CRiTERJA SHALL BE USED FOR THIS MANHOLE; A. MAIN LINE = 900 Trim (361) INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mrn (361 TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33) OR LESS STANDARD PLAN 321 SHALL BE USE( l NOTES 1, VALUES FOR A, B, C, 01 . D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX I$ LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREET'S OR tO6O 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 DR IS 1200 mm (48") OR LESS, CENTER OF' SHAFT MAY BE LOCATED PER NOTE 3, 3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF 5TQRM DRAIN WHEN DIAMETER DI IS 1200 mir(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 ENOS, BUT ANY CHANGE IN L.00ATION OF SPUR MUST BE APPROVED BY THE ENGINEER, 5, P SHALL BE 125 mm (5) FOR D 2240 mm (96') OR LESS AND 200 mm (8') FOR D2 OYER 2400 mm (96'), 6, REINFORCEMENT SHALL CONFORM TO ASTM A 6,15M, GRADE 300(ASTM A (515, GRADE 40), AND SHALL TERMINATE 40 ;Tarn (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 BEf 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 $HAIJ., VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHIALL, NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH, I, 0, IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHAL:!L BE LOCATED ON SIDE RECEIVING 'THE SMALL.ER' LATERAL. it. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636,, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 550 mm (14') TO 375 mm 051 CIC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (249 ABOVE THE INVERT i2l THE FOL-DWING CRITERIA SHALL BE USED FOR THIS MANHOLEr 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 (12") TO 3600 mrm (144') INSIDE DIAMETER. HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED 'THE INSIDE DIAMETER OF THE MAIN LINE, BENCHMARK B.M. �361, SPIKE IN NORTH FACE OF P.P. 1536697E @ S.W. CORNER OF BASELINE AVENUE AND SULTANA AVENUE Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning GT 8253 Sierra Avenue Fontana, California 92335 (9 9) 356-1815 Fax (909) 356-1795 David S. Ha=ner, R.C.E. 43976 Date (expires 6/30/2005) 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 IINSIDE 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'), 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. t4. MANHOLE SHAFT SHALL, CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15, WHERE A IMANHOI-E SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER 'TO STANDARD PLAN326 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPEGIF@ED REFER TO STANDARD PLAN 326. [7, 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 UNI,r$ 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 UNI'T$ MAY BE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGL1SH 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 9I4 mm (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER G33 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 650 UNLESS OTHERWISE SHOWN, 14, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15, WHERE A MANHOL,E SHAFT - '900 mrn (364) WITHOUT REDUCER 1S 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 - 9I4 mm (36') WITHOUT IS SPECIFIED REFER TO STANDARD PLAN 329, 10� QIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENOL15H UNITS ARE NOT EXACT CQUAL VALUES, IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL. BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUB$TITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HCREINI 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER 630 610 mrn (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 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) STAN TANDARD PLAN METRIC 322 -1 SHEET 4 OF 4 STORM DRAIN PLAN TRACT NO. 16271-1 SCALE: AS NOTED PRY -LINE DATE: 'APRIL, 2004 SUL Nj AVENUE iiAPP ED B I DRAWING NO.: R RY, 3433 CITY ENGINEE.C.E. 51152 FILENAME: M:\DWG\12908\STORM\DRY PIPE\ 16271 - 1 DPO3.df.*(