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Home My WebLink About2688-6E LATERAL/CONNECTOR PIPE 1 E MAIN LINE RCP Bp v ` 01 R' CLASS C otia MORTAR STA PT E� . ' 413 INLETNPIPE V ��A BACKFILL WITH ,64450 45° 265 %qq 14 Mpa (450-C-2000) CONCRETE OR COMPACT SOIL TO RELATIVE DENSITY REQUIRED BY SPECIFICATIONS - CASE I PLAN . 265 Kgg--14 Mpa (450-FC000) . CONC. ENCASEMENT. SEE NOTE 5 -� SEE NOTE UNDISTURBED EARTH N/� B>45°- -- CASE 2 (SEE NOTES 9 a 10) 100 TO SUIT )INS PLAN CONC. PIPE, RCP OR CSP 100IN LINE RCP SEE NOTE 4 5q SEE NOTE 6 I BEDDING. PER SPECIFICATIONS CASE 1 SECTION B -B 1/2 OD MIN. y 4 BACKFILL o4: 4: BEDDING OD CASE I SECTION C -C CLASS C MORTAR Ea to cum CAS CAS E 3 SADDLE CONNECTION SECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER FOR OUTLET SEE STD. 0� CATCH BASIN PLANS 4Q Mtn > CATCH BASIN FLOOR 332-1 MMITTEE REV. 19% 750 mm (301) 450 mm (181) CONC. PIPE. USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RCP OR CSP N/� B>45°- -- CASE 2 (SEE NOTES 9 a 10) 100 TO SUIT )INS PLAN CONC. PIPE, RCP OR CSP 100IN LINE RCP SEE NOTE 4 5q SEE NOTE 6 I BEDDING. PER SPECIFICATIONS CASE 1 SECTION B -B 1/2 OD MIN. y 4 BACKFILL o4: 4: BEDDING OD CASE I SECTION C -C CLASS C MORTAR Ea to cum CAS CAS E 3 SADDLE CONNECTION SECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATEDBYTHE JUNCTION STRUCTURE --STANDARD TO PIPE STANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBOOe� [ID < 600 mm'(24 332-1 MMITTEE REV. 19% 750 mm (301) 450 mm (181) SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GENERAL NOTE I. 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. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. NOTES CASE 1 AND CASE 2 I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm (24"), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 3. THE INLET PIPE SHALL ENTER THE' MAIN LINE RADIALLY. IF THE INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (10) MINIMUM TO 75 mm (3') MAXIMUM. 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF .LAID ON FILL WHICH HAS NOT BEEN DENS I F I ED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE. CENTER LINE OF INLET PIPE. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO VEHICLE TRAFFIC. 10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 II. CONNECTIONS TO PIPES 525 mm (210) OR LESS IN. DIAMETER WITHOUT JUNCTION STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN -CALIFORNIA CHAPTER STANDARD PLAN METRIC 332 - 1 SHEET20F2 JUNCTION STRUCTURE --.PIPE TO PIPE332-1 11113:51600 nim (24" 1 CONSTRUCTION OF ANCHOR FOR TRENCH W/ SLOPING SIDE WALLS 8" TRENCH WIDTH 8" 'ZONAL CONSTRUCTION `#48ARS('TYF) JOINT SURFACE OVER PIPE 7` NCHORS 3" CLR. 3" CLR . 3"CLR. Notes: 1. Pipe anchors shall be constructed at 7' vertical interval on all slopes of 5:1 or steeper. 2. All reinforcing steel shall be #4 bars. 3.. Concrete shall be class 500-C-2500 concrete. ORANGE COUNTY ENVIRONMENTAL MANAGE ENT AGENCY STD. PLAN APPROVED C. R. No , Director o/ P+'Jcblic Works Adopted= Res. 82-718 1333 CONCRETE PIPE SLOPE ANCHOR SHT. I OF I - 15M 0 300 mm (#4 0 12' L/2 (TYP.)--% a NEW OR EXIST. PIPE PLOW A 15M QI 300 mm (•4 a 12') 150 mm fi') MIN 330-C-23 (560-C-3250) CONCRETE 25 mm (i') (TYP.) a� -FV r / P <A -3-15M (a4) CIRCULAR TIES, SEE NOTE 9 CUT NO. 2 CUT NO. I LINE 4 90° CUT. 2 LINE 150 mm CUT N( 6') MIN 3.14 (Do DETAIL "A' (SEE NOTE 10) SONO -TUBE. OR EQUAL. INTERIOR FORM CUT NO. Is 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 (12') 300 mm 021 100 mm (41) 450 mm 081 300 mm (121 125 mm (50) 600 mm (248) 300 mm (129) 150 mm (60) 750 mm (301) 450 mm (181) 175 mm (7') 900 mm (360) 450 mm (180) 225 mm (90) 1050 mm (424 450 mm (186) 225 mm (91 1200 mm (48') 450 mm (180) 250 mm (109 1425 mm (571 450 mm (18') 250 mm (10') 1500 -mm (60' 525 mm (21') 275 mm (II-) 1650 mm (66' 525 mm (2I1 275 mm 011 1800 mm (72`) 600 mm (24' 300 mm (120) '- INTERIOR SURFACE OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER Lt CONCRETE COLLAR FOR RCP sTANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBORTEE -.1•e.C.• 1. 1992 QA. d. '- INTERIOR SURFACE OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE CONCRETE COLLAR FOR RCP sTANDARD PLAN METRIC PUBLIC WORKS STANDARDS INC.. GREENBORTEE 300 mm 12" THROUGH 1.800 mm 72" 380-2 1992 1500 mm (60') TO 1800 mm (72') USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REVissz ' SHEET 1 OF 2 QipFESS10 L e0/y `may yt� 2 ca NO. m c 0024573 7D EV. 12-31-aS J'l CMI. FC LIF 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 (10).. BUT IS LESS THAN 75 mm((38) 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 (6') OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT 13E 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=D1 OR D2. WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN -I)p-, 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 (210) AND ON ALL PIPES --WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3`) OR LARGER. CIRCULAR TIE PIPE DIAMETER N0. OF S WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. 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 (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 � CIRCULAR TIES 525 mm (211 OR LESS 3 600 mm (24") TO 750 mm (300) 3 825 mm (336) TO 1425 mm .(57") 4 1500 mm (60') TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. 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 (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. 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 PLAN CONCRETE, COLLAR FAR RCP380-2METRIC 300 mm 12" THROUGH '1800 mm..'(7Z" SHEET 20F2 RECORD DRAWING the i fottnetiuon on this drawinSuDummu'Ohmoftysafld rest t verified in the field. by anyone pnor to use or conatr eft WALL & FOREMAN, INC. is not responsible for underground facift bcaltions or depictions. All above ground fscll%s can be reamw seen and verft by the panes that C