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Home My WebLink About2895-9s w Il AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR.%ORKS'1TEDBY TIE BAR�- 15N O 300 mm(940121- FACE PLATE ti ASSEMBLY CURB,OPENING� CATCH BASIN f GREENBOOK CONY.IITTEE EACH WAY STREET, GUTTER. inu m - 5 mm(1/48)R OR LOCAL DEPRES- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION cc THIS POINT (601) OR OVER SION SURFA SECTION A -A V SEE NOTE 4 I SECTION B -B 1725 mm (69') (s•) 150 mm (6 2 E BARS � 400 mm (16') FOR 50 IOM(03 OR •4) PAVED STREETS. F (61) F TIE BARS w m, L SLOPE 3150 mm (1260) 1430 mm (171) 3300 mm (132')1445 mm (17 1/20) 3450 mm (138') 445 mm (17 1/21 UNPAVED STREETS I I(40)R I E F G FLOW LINE a_ BARS BARS BARS 75 mm� (3 )R 2.4m 150 mm 130 mm FACE PLATE (3•)R E [3.5'f SECTION IDOWEL 2m (TVP.) E E IIJ = 2m SCORINGI c a n ,� �i (141 149 (6') (64(.4 O 12') I.4 O 18') CURB LINE - °' + � (81) (64 18.1 1.4 O 12•) 44 O 18•) ILINE 1 ISTEPS 3.5 m 200 mm 250 mm ISMO 150 mm 15M O x�{{50 mm (14') IF a - 2 EXTRA 15Wr41 1.2 m 150 mm 150 mm 15M O 600 mm 15M O 450 mm 126') (4') (60) (61) 04 O 24') (94 O 18') - 9 m ION 2 SIDES OFU. 15M O 450 mm (281) (51 t61 (8•) Iso O 24.7 04 O 18') ' 9 m 1.8 m 150 mm 200 mm 13M O 450 mm MANHOLE FRAME [281) t 04 O IB•) - 9 m 2.1 m 200 mm 200 mm ISMO 425 mm 15M O 450 mm AND COVER I I (•4 O IB•) - (44MIN 300 mm 75 mm ir 1281 CMANHOL I) 04 O 18') - 9 m (12')MAX. (3•)R (28') (91) (8.) (101) (64 O 15') EAFI E I I 3.0 m 200 mm 250 mm ISMO 300 mm l28') IID') (8') (101 04 O l2'! -- - 04 O 181) ' AND COVER o ; O N 1 "' '�wt.-o� 3.3 m 200 mm 250 mm 13M O 375 mm ?-: d i (2e') 111')(84(101) (s a 154 1104 a lo•) (•4 0 181(•4 o IS•) 9 m J� ISMO 225 mm 15M O 450 mm ISMO 450 mm (28') L_ 1 �--- 1.4 Q 9') (64 O 181 04 O 181) ' FOR W > 9m (28') OR 8 > 1200mm (41 SEE PROJECT PLANS z ¢o -- OPTIONAL SUBGRADE CONNECTOR PIPE yCONNECTION CATCH BASNIC F-2 oU1 SECTION A -A OL� wca u 100 mm (4')R 200 mm(8•) IOM(r4) I11 15b. DOWEL (TYP.)-' PLAN P DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR.%ORKS'1TEDBY TIE BAR�- STANDARD PLAN PROMULGATED BY PUBLIC Y1'ORKS STANDARDS 1l.�C. CURB,OPENING� CATCH BASIN METRIC GREENBOOK CONY.IITTEE TO 75 mm (3') R 300 inu INLET - REV.I° SHEET i OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DI F D BARS 75 mm (3') OC IOM(#3) TIE BAR 4-20M(s6). E BARS A 975 mm (3'-3') LONG, SEE NOTE 2 EDGES TO BE ROUNDED TO i 75 mm (3) R R=ID OF SPUR Ct OPTIONAL OUTSIDE EDGE OF CONCRETE 1C _ 4-15M(+4) H D BARS I IOM(*3) TIE BAR BARS 900 mm --I--- - �L (3'-0•) LONG 75 mm (31 OC, SEE NOTE 9 B all 3-15M(04) J BARS 1.4 m (4'-0') (4'-82) LONG 75 mm(30) OC CON' T.ADD'L. BARS 150 mm DETAIL "N" F D2 F (60) OC TO INSIDE EDGE (RINGS AND COVER NOT SHOWN) OF MANHOLE. SEE NOTE 2 PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) STREET GRADE MANHOLE SHAFT PER STD. PLAN 324 900 mm (3' -0') - MANHOLE FRAME AND COVER PER STD. PLAN 630 610 mm (241) �- 125 mm x 50 mm (5'x2•) m PIPE SEAT 5: E BARS w w -TIE BARS m STEPS j PR.%ORKS'1TEDBY TIE BAR�- PER STD. 125 mm (5') F F J BARS ROUND EDGES ,892 TO 75 mm (3') R SPRING LINE 15M(o4) O 450 mm INLET (18.1 OC BOTH ELEVATION WAYS TO BE USED APPLIES AT WHEN D2 IS 1500 mm THIS POINT (601) OR OVER 1500 mm 1601 SECTION A -A STREETS CONCRETE RINGS PR.%ORKS'1TEDBY of -PIPES PER STD. E� E Q EE NOTE eLEVEL. PLAN 324 ,892 ouI I E BARS-) n75 1125 mm (451 mm 11 (3) R� 'I RING SEAT Incu 11 D BARS o p 700 mn 700 mm I P - E SEE TABLE PAVED T 1500 mm 1601 W GRADE POINTS, STREETS SEE NOTE 4 VARIABLE 130 mm SECTION B -B CONCRETE RINGS PR.%ORKS'1TEDBY MANHOLE PIPE TO PIPE MAIN LINE PER STD. DA116i PUEUC =_NB : STANDi.RDS INC GR-=NBO1992 Ii1EE STREET GRADE PLAN 324 ,892 125 mm x 25 mm (5'x1') 1125 mm (451 REV. IM RING SEAT OMIT THIS FIS E H BARS STEP IN - E SEE TABLE PAVED T 1500 mm 1601 -.0 oNm STREETS 125 VARIABLE 130 mm H BARS / 1725 mm (69') (s•) 150 mm (6 2 E BARS � 400 mm (16') FOR 50 IOM(03 OR •4) PAVED STREETS. F (61) F TIE BARS 650 mm (2'-24) F0� 2850 mm (114') 1420 mm (16 1/24) 3000 mm (120') 430 mm (17') 3150 mm (1260) 1430 mm (171) 3300 mm (132')1445 mm (17 1/20) 3450 mm (138') 445 mm (17 1/21 UNPAVED STREETS J BARS MAX. MAX. A 8< B C 0 E F G ROUND "-'-�--' BARS BARS BARS EDGES 2.4m 150 mm 130 mm TO 75 mm (3•)R 3.3 m 200 mm 200 mm [3.5'f SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PR.%ORKS'1TEDBY MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN METRIC DA116i PUEUC =_NB : STANDi.RDS INC GR-=NBO1992 Ii1EE ID=900 36" OR LARGER320-1 ,892 mm 1125 mm (451 REV. IM SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Unaerc-otmd Service Alert SECTION 4216/4217 OF THE GOVERNMENT o y CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12414 City of Fontana File: E:\dwg\12414\Cherry\12407ASD9.dwg 10/30/01 TABLE OF VALUES FOR F D2 F 900 mm (36') 165 mm (6 1/21) 975 mm (39') ISO mm 71) 1050 mm 1421) 190 mm (7 1/21) 1125 mm (451 195 mm (7 3/4') 1200 mm (481 205 mm (8') 1275 mm (511 215 mm (8 1/2") 1350 mm (54.1 230 mm (91 1425 mm (571 235 mm 9 1/4') 1500 mm 1601 1240 mm (9 1/2") 1575 mm (634) 1255 mm (lo•) 1650 mm (66') 1260 mm 10 1/41) 1725 mm (69') T75 mm (10 3/40) 1800 mm (72') 1280 mm (111 1950 mm (781 1300 mm (II 3/4") 2100 mm (84.1 i 320 mm (12 1/2.1 2250 mm (901 1335 mm (13 1/4') 2400 mm (964) 1355 mm (141) 2550 mm (102') 1395 mm (15 1/21 2700 mm 108') 1 405 mm (161 2850 mm (114') 1420 mm (16 1/24) 3000 mm (120') 430 mm (17') 3150 mm (1260) 1430 mm (171) 3300 mm (132')1445 mm (17 1/20) 3450 mm (138') 445 mm (17 1/21 3600 mm 144') 455 mm (I81 TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET IUNPAVED STREET MAX. I MIN. I MAX. MIN. A -A 1867 mm (2-10 1/2') 1 mm (3'-60) C -C 282 mm (II') 217 mm (8 1/21 1410 mm (161 1 380 mm (151) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 -1 MANHOLE PIPE TO PIPE MAIN LINE ID=900.mrn 36" OR LARGER SHEET 20F4 mmmm mmmm mr mI': =ffmom e�ESS/a�y FRF��U� No. 164342 Exp. 6/30/05 FOFCA�h� FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT (SEE CATCH BASIN STANDARD PLAN) MANHOLE PIPE TO PIPE MAIN LINE .. .r. . ' �° FR01.,UL(3ATE°BYTE CATCH BASIN REINFORCEMENT Go W REAR WALL 2.4 m (8') v� f SO mm E BARS -\ 1 M4 3.5 m (12') (20) CL. BARS SHEET 1 OF 2 (, CBARS BARS EEM 50 mm F BARS 50 mm rN t2') CL B BARS (2') CL. r. t x a in t N T X n: •.. FRONT WALL X/3 BOTTOM SLAB TYPICAL REINFORCEMENT DETAILS MAX. MAX. A 8< B C 0 E F G W V � tf BARS BARS BARS BARS BARS BARS 1m 2.4m 150 mm 130 mm m 3.3 m 200 mm 200 mm [3.5'f (121) (80) (80) -' - 2m 1.8m 130 mm ISO ram (71) 16'1 (61 (61 - 2m 3.5 m 200 mm 200 mm 4 m L2 m 150 ntm 150 mm ISM 0 300 mm 15M O 450 mm (141 149 (6') (64(.4 O 12') I.4 O 18') -" - 4 m 2.4 m 150 mm 200 mm 15M O 300 mm 15M,0 450 mm (l4') (81) (64 18.1 1.4 O 12•) 44 O 18•) - 4 m 3.5 m 200 mm 250 mm ISMO 150 mm 15M O x�{{50 mm (14') 112') (8')(101) I.4 O 6') (04 O 18') - 9 m 1.2 m 150 mm 150 mm 15M O 600 mm 15M O 450 mm 126') (4') (60) (61) 04 O 24') (94 O 18') - 9 m 1.5 m 150 mm 200 mm 15M O 600 mm 15M O 450 mm (281) (51 t61 (8•) Iso O 24.7 04 O 18') ' 9 m 1.8 m 150 mm 200 mm 13M O 450 mm 15M O 454 mm [281) (61) (6.) I81► (94 O 18') -' 04 O IB•) - 9 m 2.1 m 200 mm 200 mm ISMO 425 mm 15M O 450 mm [281 IT) (81 (81) 04 O Ir) (•4 O IB•) - 9 m 2.4 m 200 mm 200 mm ISMO 325 mm 15M O 450 mm 1281 (8') (e'1 (81) (04 O 13.1 04 O 18') - 9 m 2.7 m 200 mm 230 mm ISMO 375 mm ISMO 450 mm (28') (91) (8.) (101) (64 O 15') 04 O IB') - 9 m 3.0 m 200 mm 250 mm ISMO 300 mm 15M O 450 mm l28') IID') (8') (101 04 O l2'! -- - 04 O 181) ' 9 m 3.3 m 200 mm 250 mm 13M O 375 mm 15M O 250 mm ISMO 450 mm )SWI O 450 mm (2e') 111')(84(101) (s a 154 1104 a lo•) (•4 0 181(•4 o IS•) 9 m 3.5 m 200 mm 250 mm 20M O 450 mm ISMO 225 mm 15M O 450 mm ISMO 450 mm (28') (12') (8') (101) i66 O 1811 - - 1.4 Q 9') (64 O 181 04 O 181) FOR W > 9m (28') OR 8 > 1200mm (41 SEE PROJECT PLANS CURB OPENING CATCH BASIN REINFORCEMENT AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN FR01.,UL(3ATE°BYTE CATCH BASIN REINFORCEMENT METRICPUBLICY�ORKSST;,N(LIRDSIN'C.. G�EEN800'R CC11'A7TTEE 2.4 m (8') 309-1 1 M4 3.5 m (12') 250 mm (ID -)l REV' 1990 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE MAIN LINE STANDARD PLAN FR01.,UL(3ATE°BYTE CATCH BASIN REINFORCEMENT METRICPUBLICY�ORKSST;,N(LIRDSIN'C.. G�EEN800'R CC11'A7TTEE 2.4 m (8') 309-1 1 M4 3.5 m (12') 250 mm (ID -)l REV' 1990 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/22) 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 MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=2400 mm (96') OR LESS, L=1.7 m (5'-61. P=130 mm (5`) B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0'), P=210 mm (81 L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (6') OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 15M(#4) FOR 02=975 mm(390) OR LESS, 15M(•5) FOR D2 =1050 mm (420) TO 2100 mm (84') INCLUSIVE AND 20M(io6) FOR 02=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 (140) 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. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) 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 PLAN MANHOLE PIPE TO PIPE MAIN LINE METRIC 320-1 I13=900 mm 36" OR LARGER SHEET 3OF4 SU5TE 1001 CONVENTION CENTER WAY ONTARIO, CA 91764 (909) 937-0200 x.21 -VS CARL J. FREEMAN, R.C.E. No. 16434 DATE EXPIRES 6-30-05 E E -cin, t------- -50 mm (2') CL ? G BARS I :c 50 mm G BARS (2') CL. _j E_ E GEARS u�i M TYPICAL REINFORCEMENT DETAILS V l SIDE AND END WALL STEEL MAX. G BARS 1.2 m (41) 150 mm (69 15M O 250 mm (•4 O 10') 2.4 m (8') 200 mm (8•) 15M O 150 mm (•4 0 61 3.5 m (12') 250 mm (ID -)l I5M O 150 mm (85 O 6') FOR V>3.5 m (121 SEE PROJECT PLANS GRATING CATCH BASIN REINFORCEMENT NOTES I. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (21 FROM FACE OF CONCRETE. 2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 309-1 CATCH BASIN REINFORCEMENT ID =900 mm 36" OR LARGER SHEET 2 OF 2 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30'). 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 mm (361) WITHOUT REDUCER 630 610 mm (24') MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320 -1 MANHOLE PIPE TO PIPE MAIN LINE ID =900 mm 36" OR LARGER SHEET 4 OF 4 CONSTRUCTION DETAILS FOR STORM DRAIN IMPROVEMENTS FOR CHERRY AVENUE NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm((3•) A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (31, BUT LESS THAN 150 mm (61, A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (60) OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D( OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN Qp, JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (38) OR LARGER. CIRCULAR TIES= PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm (210) OR LESS 3 600 mm (24") TO 750 mm (300) 3 825 mm (330) TO 1425 mm (57') 4 1500 mm (60') TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6') O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (240) OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. II. 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. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD ARP LAN 380-2 CONCRETE COLLAR FOR RCP 300 mm 12") THROUGH 1800 mm 72" SHEET 2OF2 15M 0 300 mm (e4 0 12 L/2 (TYP.)-----, I � I I I ' o ' NEW OR J. �•- EXIST. PIPE j FLOW �( t �-O 9 330-C-23 (560-C-3250) CONCRETE 25 mm (I') (TYP.) �� w .c, <A 15M Q 300 mm (s4 Q 12•) 3-15M (v4) CIRCULAR TIES, SEE NOTE 9 150 mm 6.1 MIN CUT NO. 2 CUT NO. I LINE q 90' CUT NO. 2 ---_ - LINE 150 mm CUT NC 6'J MIN 3.14 (Do DETAIL 'A' (SEE NOTE 10) SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. I: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. D L T 300 mm (124) 300 mm 021 100 mm (41 430 mm (18') 300 mm (121 125 mm (50) 600 mm (240) 300 mm (12") 150 mm 1601 750 mm (305) 450 mm (18.1 175 mm (71) 900 mm (36') 450 mm (18') 225 mm (91) 1050 mm (421 450 mm (186) 225 mm (9') 1200 mm (481 450 mm (I8') 250 mm ') (10 1425 mm (571 450 mm (18•) 250 mm (10') 1500 mm (60' 525 mm (211 275 mm (II') 1650 mm (6611 525 mm (210) 275 mm (II') 1800 mm (72') 600 mm (24. 300 mm (121) F F0 S INTERIOR SURFACE OF PIPE DETAIL "B" REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCMULGATED BY THE CONCRETE COLLAR FOR RCP STANDARD PLAN METRIC PU9UC'NORKS S7AM1QAR05 INC_ GREENSOOKC01AMITTEE 300 mm 12" THROUGH 1800 mm 72" 380-2 1992 REV. 1695 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 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. COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION CITY OF F NT T NA, CALIFORNIA CHERRY AVENUE DRAWN BY: SCALE: CHERRY AVENUE�TORM DRAIN PS as SHOWN DESIGNED BY: CONSTRUCT,IbD� DETAILS ,,..E PS CHECKED BY: APZTYEN SCN � . DA 1107 OCTOBER 2003 DTE: DRAWING NO.: 9 2895 16 C.E. No. 51152 Mylar: 10/17/03