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Home My WebLink About3044-53 -15W-4) ' BARS. WHEN D2 IS 1500 mm (60') MANHOLE PIPE TO PIPE (4-- L4 m i8')) LONG, N-- < A ROUND TO 75 mm (3') R 75 mm (31) OC CONTINUEF p F - OPTIONAL FILLET ADDITIONAL BARS PAVED STREETS T 150 mm (61 OC TO INSIDE (- STREET GRADE H BAR- EDGE OF MANHOLE' 150 mm 16'1-,.\; WJ RING SEAT125 ma400 975 mm (39') 1 180 mm (7•) mm 06') FOR PAYE STATION N' T E SPUR 125 mm x 50 mm (5'x ----150 mm (6') 2') PIPE SEAT 3-1) BARS. 75 mm iANY STANDARD (3•) OC CONTINUE 150 mm l6') PIPE JOINT 150 mm (6') OC F F J BARS 4-20M(•6) E BARSPt 75 mm (3') R SEE NOTE 3 - IOM IOM 0 450 mm ('3 o�Q x Bey OR '4 0 le') OC TIE BARS A 8 8 BARS-/ -- - X0,1 4 -- N t-1 M` STATION PT. R= 1 0 E OF SPUR t WITH A MAX. O OF 1050 m" F (3'-61 MANHOLE PLAN SHAFT PER STD. (SHAFT NOT SHOWNI PLAN 324 STEPS 1.2 m OPTIONAL (4•_p•) OUTSIDE EDGE OF CONCRETE Cf tC 4-15M(N) H BARS 900 mm (3'-0') LONG DETAIL "N" (RINGS AND COVER NOT SHOWN) SEE NOTE 2 STREET GRADE -MANHOLE FRAME r AND COVER PER STD. PLAN 630 F: r -D BARS w TIE BARS w rnIIT\TIE F BARS BAR F BARS I1-T-- 125mmx50 nn TIE (5'x2') 5AR50 PIPE SEAT--' F i F A BARS I 125 mm ELEV. 5 ELEV. R (5'1 m r "(s' B Bags . - 15M O 450 mm 04 O 181) OC BOTH WAYS, TO BE SECTION G -G 15M O 450 mm ('4 O I8') OC' USED WHEN 8 IS 1500 mm BOTH WAYS, TO BE USED „ (601 OR MORE SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER WHEN D2 IS 1500 mm (60') MANHOLE PIPE TO PIPE OR MORE I WOR K55-..� 5,.r eueFar3�K C vr.• �_=E SECTION N -M -P -O METRIC 322 1 -CONCRETE RINGS PER OMIT THIS STEP IN STD. PLAN 324 PAVED STREETS 125 mm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (- STREET GRADE H BAR- mm x mm (5' x 1') 150 mm 16'1-,.\; WJ RING SEAT125 ma400 975 mm (39') 1 180 mm (7•) mm 06') FOR PAYE ---150 mmSTREETS, 650 mm (2'-2 I:A' H BAR FOR UNPAVED STREETS 150 mm (6(24'1 _ 1.F - VARIABLE TIE BARS E BARS 150 mm l6') TIE BARS F F J BARS ROUND EDGES TO 75 mm (3') R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER r•u . c r '; ' .r MANHOLE PIPE TO PIPE STANDARD PLAN I WOR K55-..� 5,.r eueFar3�K C vr.• �_=E LARGE SIDE INLET METRIC 322 1 992 600 mm (244 - HF° SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 1 SEE NOTE H 1 H . D 80 mm l31 MIN. J�I I I mI (ROUND ~ EDGE LU LU M m _ TO 75 mm F J w M Z+ 1(3'1 R L z Q \ z E-- - W Y W O 41 W to +M s0 c T SPUR REINFORCING STEEL \\\ 80 mm (3') MIN. SPRING LINE 1/ROUND) '( {� EDGES ELEV. S � 1 IOM O 450 mm ('3 OR '4 O IS,) OC TIE BAR G BARS 15M O 150 mm \ N o 130 mm (51 m - 7- ELEV. E BARS ISM 1451 / 080 mm l3'l OC UNDISTURBED EARTH H I H SECTION Z -Z F BARS 15M ('S) O 75 mm (31 OC CONCRETE CRADLE. 265-C-14 (450-C-2000), SEE NOTE 9 4 LATERAL/ CONNECTOR PIPE �G BARS rF )SM O 150 mm p (•4 0 61 OCC h -IOM O 450 mm (03 OR 04 O 181 OC TIE BARS -E AND F BARS 15M075mm ('5 0 31) OC. SEE NOTE 8 TABLE OF j VALUES FOR T B I T 300 mm 02') 130 mm (5.1 375 mm (15') STA. POINT CONNECTOR 1 80 mm SEE NOTE 3 (3') MIN. 130 mm (5') 600 mm (244 STA. POINT 675 mm (27.) LATERAL SEE NOTE 3 PLAN SPUR REINFORCING STEEL \\\ 80 mm (3') MIN. SPRING LINE 1/ROUND) '( {� EDGES ELEV. S � 1 IOM O 450 mm ('3 OR '4 O IS,) OC TIE BAR G BARS 15M O 150 mm \ N o 130 mm (51 m - 7- ELEV. E BARS ISM 1451 / 080 mm l3'l OC UNDISTURBED EARTH H I H SECTION Z -Z F BARS 15M ('S) O 75 mm (31 OC CONCRETE CRADLE. 265-C-14 (450-C-2000), SEE NOTE 9 4 LATERAL/ CONNECTOR PIPE �G BARS rF )SM O 150 mm p (•4 0 61 OCC h -IOM O 450 mm (03 OR 04 O 181 OC TIE BARS -E AND F BARS 15M075mm ('5 0 31) OC. SEE NOTE 8 TABLE OF j VALUES FOR T B I T 300 mm 02') 130 mm (5.1 375 mm (15') 130 mm (51) 450 mm (18') 130 mm (51) 525 mm (21'1 130 mm (5') 600 mm (244 140 mm (5 1/21) 675 mm (27.) 140 mm (5 1/2') 750 mm (30.)1 ISO mm 16'I 825 mm (33') 170 mm (6 1/2') 900 mm (36') 170 mm (6 1/2') 975 mm (39') 1 180 mm (7•) E �+ O TIE BARS v - H G BARS 1 - SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER R LCAT 3 �� JUNCTION STRUCTURE PIPE TO PIPE INLET STA `�" H, VkK3 S,a96 uS V 3RPFv�4 � VK �E IiG - ID > 600 mm (24) OR ID > 112 MAIN LINE ID � METRRIC 331 -2 a[v +?ee SHEET ) OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �--- t SHAFT r 125 mm x 50 mm (5' x2'l PIPE SEAT N, wI r-0 BARS, D BARS STANDARD PLAN ROUND EDGES METRIC 322-1 II TO 75 mm (3') R P 700 mm T I •_4.1 ELEVATION (I TATI N ELEVATION LONGITUDINAL SECTION ABLE OF BARS SIZES O ABB 0 O F 30 mm(12,)_g 75 mm I M 7 mm 5 O 31l 15Y O 150 mm ('4 O 6') 2250 1050 mm 140)-2100 mm M 7 mm U6 •) 15M O 150 mm (•5 mm - 4141 4' 7 • mm TABLE OVALU ($ NO ) SECTION PAYED STREET UNPAVED STREET MAX. MIN. MAX. MIN. N _M -P -O mm ( ' -I 1/ -) 1060 mm f 3' -69 C -C 2 mm (11' 17 mm ( 1/2'1 1.500 mm (15') AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET 2 OF 4 NOTES I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINES OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 600 mm (24'), B SHALL NOT EXCEED .75 D OR 975 mm (39'). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH, REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATIONS SHALL BE SHOWN ONLY WHEN REOUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450, B IS LESS THAN OR EQUAL TO 600 mm (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN ,5 D OTHERWISE, STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ON. 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 1/2') CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6'). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR, 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 13F FNr,I Ism IINITc AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER - STANDARD PLAN PI JUNCTION STRUCTURE - PIPE TO PE INLET METRIC ID > 600 mm (24" OR > 1/2 MAIN LINE ID 331 -2 SHEET 2 OF 2 NOTES I. VALUES FOR A, B. C. DI, 02, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D( 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 STORM DRAIN WHEN DIAMETER 01 IS 1200 mm(48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE. 4, LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 125 mm (5') FOR D2=2400 mm (96') OR LESS AND 200 mm (8') FOR D2 OVER 2400 mm (961. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE, SH. I. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm 04') TO 375 mm 051 OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- QUATE. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. B. LATERAL = 300 mm (12') TO 3600 mm (144') INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LINE. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) METRIC 322-1 SHEET 3 OF 4 QPDFE W No. 31M Exp. I 31 J+J� C VV % �' 1 OF CAI 3(OV6 Li REV RIDWI" DESOW7101 DATE I EWM. a1Y DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT RL:CARD .DRI WI Iv i +4& VV 6.qpy COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 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 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 mm (36') WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (LARGE SIDE INLET) Pr1ETRIC SHEET 4 OF 4 v+ 3 v Q rn I co .o 0 _N O Door CITY OF FONTANA CALIFORNIAr►eman Inc. ,o M y �SHUR 1:11:117 Civil Engineering - Planning - SC13urveying - Public Works SUMMIT F �C iTs ii T s 1 Vr1Yr1 � WM� � uE' �o E W m 1152 N. Mountain Ave. Ste. 100 " Upland, CA 91786-3669.909-982-7777 AWN BRNM AS SHOWN o � � No. 31681 Z � P * Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF: ED BY- DET %EET ATE CN sJ �Q. MADS/GMC �A 12-4-01CD I ql�, CIVIC (p �N OF CALF O w�°2 acED BY vED we NO.: r� �N HAROLD A. GARCELON R.C.E. 31681 DATE: RLB - (o L 4 co - IC -I ENGINEERR.C.E. 11DATE: 8 %�