The URL can be used to link to this page

Home My WebLink About3710-9r 2 C9mw on" P MOO! I of aw of pipe im 4- Noll - L PIPE ALE COURSE k kNid is Wit -gem nN RIGr:G►N W& edge of R.C.P. Woo-• or and of pia (H Wskm ) do = = .. = m Also m No re III . _ . • _ . w 4 _11.• ~ «0018i• RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PF?PARED, IN PART, ON THF BAS113 OF R'9 0RMATION COk"'_ED AND FURNISHTO BY CT HERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. Zl,All/-7 �!fir,/` �,�,,� �e (1100' 7 NOTE� t. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. S. SHALL NOT EXCEED 5.45'. 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 613). GRADE 300(40) AND SHALL TERMINATE 40 mnl 0 1/20) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM O 450 mm (03 Olt µ O 1181 OC OR LESS. S. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. T. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUR REQUIRED. A ti B BARS SHALL BE OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LMIE OTHER THAN RADIALLY. ELEVATION S SHALL BE SHOWN ON PROJECT DRAWINGS. AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE COMMUCTION OF INLET PIPE. 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (251). IF THE COVER EXCEEDS T.5 m (259 A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 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 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 PUIRLIC WORKS ASSOCIATION - SOUTHM CAL JFORMA CHAPTER STANDMD PUN NEW 340 -1 MANSITION STRUCTURE PIPE TO PIPE %DIAL / • • BEFORE YOU DIG •,'i� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Xec. awc. i 'ISO 0 300 04040124 F;&mptlyc EACH A•Ilt� 108 413 11 ��,� I...TF� " _ LNE CYM LIME ♦ s I I UnA 15011"ll I I STEN4w 4L ti i1AMID IPlffl_ 1.� I I 1 � •„ M 71 oPT10NAL Subalm 0 PVC :TEN r, t I ( t_ 1 SECTION A -A L � oowa (rn.l PLAN DOWEL DETAIL #11111111111111CPA PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER CURB OPENING C�1•CH BASIN VIMRIM CURBIOPENING CATCH BASIN «•• #A MM 300-2 I N►. m GHAT, Of 2 MUM STAIMAILI SPG IIIIWATIONS POR PRIG rM01r(G =W"11111MON I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SI R SEPARATELY, USING THE SAME CLASS Of CONCRETE AS IN THE BASIN. WHEN POU MONOLITHICALLY THE SIDEWALK SMALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 owdr) DEEP SAMV CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FEU�LL WIDTH OF SIDEWALK. NDSCCORIINNGO 0 EXISTINOGSOOIt CMOPOSED CURB CONFORM ALK I�ALCEENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE Of 1.12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS • PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE Of THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS= B ■ 970 ww(31-20) V • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of THE CATCH BASIN AT THE OUTLET a 1.35 w(4.5'). VU• THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHAT NOT BE LESS THAN CURB FACE PLUS 300 wwtir). VI• THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE ►ROJECT PLANS. H • NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A ■ THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED THE CONNECTOR PIPE SMALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE EETRE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL (SKEW NECESSCT SAARY TO INSURE IMINIMKIINSIDE CORNER OF M •0 ww(3' BASINPIPE PE MAY BE�CUT L OHIO, TRIMMED ITH NAT A THE CATCH BASIN WALL. AND 75 Nwl3•) RADIUS OF ROUDO NDO Of k UCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE EMS. A MONOLITHIC CATCH BASIN CONNECTION SH USED. TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE •A•IS LESS THAN 70 •BEES 011 GREATER THAN MIO DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL SE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 w1Mlr) APART. THE TOP STEP SHALL BE 175 W0170) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 Nw(2-1/2•). ALL OTHER STEPS SHALL PROJECT 130 x1451. 7. BDA E REQUIRED AT EACH CORNER AND AT 2 w r) ON CENTER (MAXIMU1p ALONG THE ALL S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN+ 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 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 UNIT'S ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH UNITS. AM11EWM PUBLIC WOIIKi ASSOCIATION - SOUTHMSW CALWOW CHAPTER STANDARD PUN X20 CURB OPENING C�1•CH BASIN 00 moo [450 m mm ISM 0 300 ■U11 04 0 L/2 (rn. �o LIST. PIPE -# FLOW p �4 A: 330-C-23 (560-C-3280) CONCRETE 25 ww (•) (TV0.) w low ISM o 300 e3- __w.'�/t•4 o Ir)15M (N) CIRCULAR TIES. SEE NOTE 9 150 109) mks 7 4g 1 LIN[ CUT NO. I 7 N •O' NO. 2 LINE ISMO MI CUT W 3.14 (Do _. DETAIL 'A' tt1EE NOTE lo) SONO -TUBE. an 9_%wL. INTERIOR FORM CUT 110. 1= SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE KANL REVOK ONE SECTION AID TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT 00. 1b SAW THE TUBE LONGITUNNNALLY REMOVING A STRIP 3.14 (V 1 WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND TT1M1[E 01106 Of TIME CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. D1(3w)1450 L T 00 moo [450 m mm I0o m M'f ww00 #A MM Sm tSh 00 art 0Q, Nw tt2') ISO A�II I" 750 M (36-11450'm tNM I7S m I'm 9" ww50 Ills tN)') wnl (9')N)50 ww0 � 0" mww !9')1200 ww50 ■w Bo')1425 11w0 ww0mo) BO')1500231 ww t21y mm ar11 tM') 1650 wr1 (66 525 121') Nw dr) N)00 xw (?21600 ww (241Mnw Jl`.t . Y OF PI INTERPEIOR SURFACE DETAIL 'B' TYPICAL JOINT no REINFORCED COMMU PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAL.MFORNVA CHAPTER W. CONCRETE COLLAR FOR RCP T '""°°"RIC 300 mm 12" THROUGH 1800 mm 72" 380 - 2 ow. ""MVM GTANDNO GPBCNPII'.AIIDNIG POR PUN= WONT• OONIBT1=T" I SHEET, OF 2 NOTES 1. 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 me((30) 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 (30). BUT LESS THAN ISO mm (61). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 130 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•DI OR pp��. WHICHEVER IS GREATER. e. WHEN Di IS EO Ui►L TO OR LESS THAN W. JOIN INVERTS AND WHEN DI IS GREATER THAN D2. JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1900 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). S. 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 (21.11 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS T3 mm (38) OR LARGER. CIRCULAR TIES= PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (210) OR LESS 3 600 mm (249 TO 750 mm (300) 3 823 mm (33.11 TO 1425 mm (57-) 4 1 1500 mm (609 TO 1.00 mm (720) 5 �l WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mn (36). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF ISO mm (60) 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 P01 NTED. 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 fXWT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTIMED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORM - SOUTHM CALMfOR1iA CHAPTER GTANIUM PUN 380 2 SHEET 2OF2 CONCRETELLA 300 mm 12" THROUGH 1800 mm 72" DATE E11lLyP. pTY DA>F SHO" CONSTRUCTION OF TAME REOIIIRED AWROVEAIENTS NOT COWFNCE W/ThW TWO YEARS OF TIDE DATE OF APPROVAL SHOWN IEREON AAV CARRKD FORTH IN A 1 DILIGENT NAAMR, ThE CITY ENGMEER MAY REOU/RE REVISIONS TO TIF PLANS TO BRING MEN INTO COIIIIFORNANCE WITH COALITIONS AAV STAWARDS IN EFFECT. 149 t LATERAL/CONNECTOR PIPE ' t MAIN LINE RCP CLASS C i � MORTAR TA. PT. I tB �45• CASE I PLAN 265 Kt -C-44 him (450-0-2000) CONC. ENCASEMENT. SEE NOTE 5 -� SEE NOTE 3� -CONC. PIPE. RCP OR CSP WIN LINE RCP --i E - 115 MGM UK 8. SEE NOTE Al BEDDING of INLET PIPE 5� BACIWILL WITH ':4- • SEE NOTE • Mf4 5 :g -404k ter'•. i JUNCTION STRUCTURE - PIPE TO PIPE D < 600 mm 24" ,. USE WRTM STAMMo SPBCWMTCW POR PU■LIC TIMM OOINITRUCTION COMPACT SOIL TO REOUTIR D SDEYNSITY SPECIFICATIONS uIIDISTUIRBED EARTH �Epp SFI TIONS CASECA SECTION B -B FOR ou $EE STD. CATCH B IN PLANS r -CATCH BASIN FLOOR pA 1 OD MIN. -CONC. PIKE, RCP OR CSP SACKFILL �* CASE 2 (SEE NOTES 9 • 10) ..•lb.rs TO =: no BEDDING 1 CASE 1 SECTION C -C PLAN CASE 3 SADDLE CONNECTION SECTION IRTAR AMERICAN PUBLIC WIORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ►TwwTHE "m"c- mm c wnr a JUNCTION STRUCTURE - PIPE TO PIPE D < 600 mm 24" "Ammmm 332-1 SHEET 1 OF 2 USE WRTM STAMMo SPBCWMTCW POR PU■LIC TIMM OOINITRUCTION 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. NOTE CASE I AND CASE 2 I. IF ANGLE A IS LESS THAN 45. 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 mn (10) MINIMUM TO 73 min (31 MAXIMUM. S. 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 DENSIFIED. 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. T. 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 (129 OF INLET PIPE SHALL BE LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. CASE 3 11. 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 1 AND 2. AME tJCAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALrORNINA CHAPTER STANDMRo P1AH 3ET 1 JUNCTION TRU - PIPMETRICE TO PIPE D <_ 600 mm 24" SHEET 2 OF 2 Z 1� LQ W NX ti Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA V PREPARED IM THE OFFICE OF M" MADOLE AMD ASSOCIATES, INC. DETAILS •, DRAW4 BY 0 7W -A SOUTH ROCHESTER A VEMUF Pm / MA/CVCITRUS AVENUE �' s SHOWN ONTARIO CA 91701 CITRUS BY DA IE• � PHONE !9691 937--9151 JULY 2005 N Dote �•L? CHECKED BY ;;E'NIGINL� � - QRANWG NO. RCE W EXP. 940-05 ��i• AARON T. EERS I'"- ��/�31� Z .C. 11 DATE J ',126-2013��\.Sd09.dwa. 7/27/2005 2:16:49 PM. Emie. Emie