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Home My WebLink About3969-4w I-_ 0 0- :2 0- (0 0 U) 00 0 c 0 LL_ r m id 0) c1q 0 0 N FACE PLATE SCORING L114E 2. EXTRA 15160411 ON 2 SIDES OF MANHOLE FRAME AW COVER CATCH BASIN MANHOLE FRAM)Ej AN,) COVE Co in w i: V z _T_ COW STEPS At- rT jL �1 DOWEL rrypa-J PLAN 15M 0 300 EACH WAY - 6 MwAl149)R "1 11 1 100 mm If (46111% . FLOW LJONE WEL TYP.) L CURB LINE STEPS -�!!qomm FA Sf PLATE I AS EMBLY OR LO 0 SION suftirk I R + 100 (49)MIN. Sao. MM 73 11214MAX. (30)R -OPTIONAL 3118GRADE CONNECTOR PIPE �OLITHIC CATCH BASIN B CONNECTION SECTION A -A ,_ 200 nvn(139) IOW041 h DOWEL DE -TA I L AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P11MMUL"M By nG PROM=AT90 BY THE PUWJC %"M STANWDS INC. CUR6,OPENING CATCH BASIN STANDARD PLAN METR1C UMDOWCOMM'"M METRIC 313-1 300-2 ION UBE VMH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION w NVAM SHEEr I OF 2 USE WM STAXDAftSrWM0A=M FOR PUBUG WORIKS CONSTIMICTION N Im -d W 4. -d A D L CURB OPENING CATCH WIN (8) - - - - - - CU=POINT 4"1" Tn \-POINT D CURB <POINTi POINT a POINI c� "T Ef &MME R I --,�Vgr POINT E H RIEFGE c LO -A Lo -B ;POINT F POINT G #A; -MCt)DN OF KOW PLO -DIRECTION OF FLOW K ------ W L N -0,1 L 1-4- F \-POINT S POINT C POINT D \�OINT A ELOW LINE PROFILE FLOW LINE -CAS-E A. (Of - �; 1 L -&-_ W L --N CURB OPENING - - - - - - cc CATCH BASIN (S) f5Q r rc CUR�O POINT A"� \--POINT D CURB POINT 8 & T_ POINT C GUTTER) POINT E Diwznw OF POIW F L* -C '\-POINT G nm PLAN W. N W L N ?a D L- - - - - - POINT A \-POINT 8 2POINT C POINT D ELOW LINE PROFILE -FLOW LINE _CAS E B. 25 (1") Ilib M'M (6') 25 mm G') 150 MM (G-) 25 mm 0') M_ M,G,OR VAR.�-- 450 mm -VAR.- -VAR.� so MM -VAR.711- 0) ? 1 *4 RIDGE CTRS - & 7-1.0 1Y - FACE+ H 4.1� VALLEY- 7, VALLE j S99TION &A SECTION B -B SECTIO 4 C -C AMERICAN PUBUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P11MMUL"M By nG LOCAL DEPRESISIONS STANDARD PLAN PUSIX VVOFM STAhVAM INC., 0V4MM900KC0MMrffU IN4 AT CATCH BASINS METRIC 313-1 REV. "" SHEET I OF 4 UBE VMH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION NOTgSt' L'. WHERE THE.BAS.IN IS TO'SE CQN�TRUCTED WITHIN -THE Ll T F EXISTING OR PROPOSED SIDEWALK. Oft'-)& CONTIGUOUS TO: SUCIf-SIDEWALK. THE 0 SLAB OFTHE*9A3I*N:`MAY- BE POURED* EITWER M0NOLt,T14iC- *WI.TH' THE 111DEWALK OFf. . SEPAR-ATELY..USIN SAME. CLASS 0 . COAgR9-TE` AS' -IN THE 801W WHEN *P.OtJREa MONOLITHICALLY. THESIDE K- $HALL BE P&OVI D -WITH: A. WEAKENED PLANE OR A. 25 mmUll DEEP SAWCUT CONTtNU U OtO SLY AROUND T E- EXTERNAL. -PER I ME ' TER' -OF THE -CATCH BASIN WALL$.- INCLUDING ACR S THE FULL WIDTH OF* THE- SIDEWALK. SURFACE OF"ALL EXPOlIED CONCRETE $1HALL CONFORM IN SLOPE. GRADE. COLOR. FIN11H;* AND.SCORING TO* EXISTING OR PROPOSED CURB -AND WALK ADJACENT* TO THE SAS IN. 2. ALL . CURVED CONCRETE SURFACES SHALL BE FOAMED BY CURVED FORMS. AND SHALL NOT BE ..SHAPED OY P.LASTEAINO. 3. PLOOR OF**SASIN SHALL BE GIVEN A STEEL. TROWEL FINISH AND SHALL HAVE A . LONGITUDINAL AND LATERAL SLOPE OF 102:19.1NIMUM AND 1.3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT IN WHIC14 CASE -THE LONGITUDINAL SLOPE OF THIE FLOOR SHALL BE THE SAME AS THE '6TTER'GRAPE. SLOPE FLOOR FF40M ALL DIRECTIONS TO THE OUTLEt. 4. DIMENSI.ONSI. 970 �-21101 7_2 THE -DIFFERENCE IN -ELEVATION BETWEEN THE.TOP OF THE CU . RS AND THE INVERT OF YHE*CATCH 13ASIN AT. THE OUTLET.- 11.35 mC4.5'). VU -s THE -DIFFERENCE- IN ELEVATION BETWEEN -THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM* END'OF THE BASIN. ANa-SHALL BE. DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300'mm(120). V-1 n THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE . CURB AND THE INVERT OF THE INLET. NOtED ON THE PROJECT PLANS. H. a NOTED ON THE PROJEC! P'LiNS. W - NOTED ON THE PROjECT PLANS. A x THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE C*ONNECTOR PIPE -AN6 THE'cATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI - FIED. THE. C-ONNECTOR.PIPE SHALL SE'LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE- CONNECTOR PIPE- IS SHOWN AT A CORNER..THE CENTERILINE OF TH PIPE SHALL INTERSECT -.THE INSI-09 CORNER OF THE BASIN. THE PIPE.MAY BE CWT. AND TRiMMED AT A SKEW NECE53ARY TO- INSURE MTIMUM 80 MM(31 PIPE EMBEDMENT.- ALL. AROUND. WITHIN THIE. CATCH SA6114, WALL, 'AND 7 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL. AROUND. ADJACENT -TO PIPE.'ENDS. A MONOLITHIC. CATCH BASIN CONNECTION SHALL 13E USED TO JOIN. THE CONNECTOR PIPE. TO THE CATCH BASIN WHENEVER ANGLE OA! IS LESS- THAN 70 DEGREES* OR, GREATER THAN 110 DEGREES. OR WHE14EVER THE CONNECTOR 01PE 1$ 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 SMALL BE LOCATED AS SHOWN. It THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY $HALL BE LOCATED AT THE tENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL SF_ SPACED 300 mrh(121- APART. THE TOP STEP SHALL BE 175 mm(74) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 MM(50), 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT -2 m(79 ON CENTER (MAXIMUW ALONG THE SACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 30S MONOLITHIC CATCH: BASIR CONNECTION 3.0% CATCkt BASIN REINFORCEMENT. - 310 CATCH BASIN FACE PLA ' TE ASSEMBLY AND PROTECTION BAR 312 CATCR BASIN MANHOLE. FRAME- AND COVER 635 STEEL.STEP 636. POLYPROPYLENE PLASTI*C STEP D.-. DIMENSIONS SHOWN ON -THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES, IF ME -TRIG VALUES ARE USED.'ALL VALUES USED FOR CONSTRUCTION SHALL BE . METRIC VALUES, EXCEPT REINFORCING. SARs SIZES tN ENGLISH UNITS *MAY BE SUEISTITUTED 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 300-2 CURB OPENING CATCH BASIN STANDARD PLAN mem SHEET 2 OF 2 NOTE: 1. -ALL EXPOtED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS 0 AND'C SHALL BE THE NORMAL CURB FACE-bF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. -IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATIOt4 OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE, 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL --BE SET. --H, -HIGHER THAN. THE:GUTTER - FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET� H2 HIGHER THAN - THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY. . THE ELEVATION OF POINT S SHALL BE SET 1:1, 1410-14ER THAN THE ELEVATION AT THE NEAREST GUTTER LINE. WHERE THME IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS; H w NOTED ON THE PROJECT PLANS. HI a NOTED ON THE PROJECT PLANS. H2 - NOTED ON THt PROJECT PLANS. H3- NOTED ON THE PROJECT PLANS. G - 600 Mm (2 Feat) K a 1.5 m (5 Feet) L - 1.8 m (6 Feet) M w 1.2 m (4 Faet) N - 1.5 m (5 Feet) WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 min (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EGIUAL VALUES. IF METRIC UNITS ARt USED, ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN *ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES.— IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION $HALL BE ENGLISH VALUES. IERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNA CHAPTER STANDARD PL I METRIC LOCAL DEnDIESSIONS AT. CATCH BASINS 313 SHEET 4 OF, IL MAIIII LINE RCP OR ' REINFORCED MONOLITHIC ARCH. SEE NOTE 2 --- so Mrn (31 -MIN. j .1% `\XI:V It LATERAL/ CONNECTOR PIPE Pww"Tm WANE FUDIX WORKS STAWA4111 1W., M 0 450 mm STANDARD PLAN mem 4010.*. 1 088) 300 0M mm (128) V ta.. j 150 MM (61 '. VD. I TO 15, MM w 1- = zf. 0 1. 11 225 mm (ST 0 � R .", - I Ld w Z ,!§50 MM (661" 525 mm (216) 275 mm (11-1 (05 0 30) OC. w I ww '00 SEE NOTE 8 STA. POINT TABLE OF M. CONNECTOR PIPE 80 MM SEE N . OTE3 .1% `\XI:V It LATERAL/ CONNECTOR PIPE rLAINI 375 "M (1501 450 RM (180) 130,; �wi 325 M (210) - _F30 an 451) SPUR IOM 0 450 mm .600 mm (F4_1 140 ;-m _(5ur (o3 OR o4 0 1180) 6.7-5 mm 1211- I -to mu (5 1& OC TIE BAR 't - REINFORCING STEEL 6 BARS' 13M 0 150*mm .790AM 13611) tao (#4 0 6") OC 825 MM (331) 1 900 MM (361 170 mm (6 1/2- 80 MM (3*) M I N. 575 (3911 180 MM171 SPRING LINE OUND 0 ISO ffim TIE BAR$ E GES OGES E SARS 15 ELEV. R ELEV. S, so MM 11 Oc A � 0 BARS a F BARS 15M 05) Z014 own (30) OC 'URBED I EARTH H L .1 263-C-14 (430-C-2000). UNDISTURBED CONCRETE CRADLE. I T SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC., ORKS AS.S... IATION $OqHgRN PAWFORNIA CHAPTER Pww"Tm WANE FUDIX WORKS STAWA4111 1W., M 0 450 mm STANDARD PLAN mem 4010.*. 1 088) 300 0M mm (128) (93 OR 04 0 180) 331-2 150 MM (61 OC TIE BAR$ S FOR PUBVIC-WE"RKS CONSTRUCT'110-N - .�qO. Am (360) 460 mn (1132) E AND IF BARS 16�0.pdn (4r . q 450 MM (Is 225 mm (ST .1200 min (48"4459 mm (10-1 250 mm (1011) .142S min 11571 450 mm Ilel 250 mm (100) lam 0 T5 Min 275 mm (if-) ,!§50 MM (661" 525 mm (216) 275 mm (11-1 (05 0 30) OC. SEE NOTE 8 STA. POINT TABLE OF M. CONNECTOR PIPE 80 MM SEE N . OTE3 VALUES FOR T 131 MIN. STA. POINT T LATERAL SEE NOTE 3 300 (fall 13Q mM (3 rLAINI 375 "M (1501 450 RM (180) 130,; �wi 325 M (210) - _F30 an 451) SPUR IOM 0 450 mm .600 mm (F4_1 140 ;-m _(5ur (o3 OR o4 0 1180) 6.7-5 mm 1211- I -to mu (5 1& OC TIE BAR 't - REINFORCING STEEL 6 BARS' 13M 0 150*mm .790AM 13611) tao (#4 0 6") OC 825 MM (331) 1 900 MM (361 170 mm (6 1/2- 80 MM (3*) M I N. 575 (3911 180 MM171 SPRING LINE OUND 0 ISO ffim TIE BAR$ E GES OGES E SARS 15 ELEV. R ELEV. S, so MM 11 Oc A � 0 BARS a F BARS 15M 05) Z014 own (30) OC 'URBED I EARTH H L .1 263-C-14 (430-C-2000). UNDISTURBED CONCRETE CRADLE. I T SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PUBLIC., ORKS AS.S... IATION $OqHgRN PAWFORNIA CHAPTER Pww"Tm WANE FUDIX WORKS STAWA4111 1W., 4UNC11.014 PIPE INLEr WMAE -P STANDARD PLAN mem 4010.*. 1 088) 300 0M mm (128) ID (24'). OA 00 >. N LINE ID Z 1//22 331-2 150 MM (61 $MEET I OF 2 S FOR PUBVIC-WE"RKS CONSTRUCT'110-N owl low 71 0SSWffV*tAND0O 8010 -CIA ON 15M 0 300 mm (@4 0 12* L L/2 (TYP.) v N1 330-C-23 (560-C-3250) CONCRETE - 25 min (10) (TYP.) _%rrz Vr% -_ __f___ - . .. ... - . . EXIST. PIPE FLOW <A 15M 0 300 Min (84 0 l2w) 3_15M (-,4) CIRCULAR TIES. SEE NOTE 9 (Rev. 3/29/99) D L . T 0 3 300- (�M (12..): 300 MM (1201 100 MM 446) 4010.*. 1 088) 300 0M mm (128) 125 MM (50) �O.O -mm. (244) 3.00- Mm (121 150 MM (61 750 nwn 430!L 458 mm (in!)- . 125 mm - ( 70) - .�qO. Am (360) 460 mn (1132) _ _ 225 mm (9 11) 16�0.pdn (4r . q 450 MM (Is 225 mm (ST .1200 min (48"4459 mm (10-1 250 mm (1011) .142S min 11571 450 mm Ilel 250 mm (100) 1500 mm -4600. '525 mm (210) 275 mm (if-) ,!§50 MM (661" 525 mm (216) 275 mm (11-1 1806'mm (72*q 600.mm 124,1300 mm (121' 130 MM CUT 7 NO, 2 CUT NO, I LINE CUT 90 NO. 2 LINE :it's CUT NO. 2 3.14 (DO -D) DETIAIL uA4 (SEE NOTE 10) INTERIOR SURFACE OF PIPE �3690-fUSE.. OR EOUAL. INTERIOR. FORM CUT.NQ. It SAW THE TU4E AT -AN AI(GLE OF A/2 WITH THE TRANS- jjcjt�*SE PL'A'N , -ONLr.;SECT'ION*AND TAPE BOTH SECTIONS DETAIL OBO LECTION ANGLE A. TYPICAL JOINT FOR NE "DEF CUT"kO.. 2.t..SA*:.11Ht,Tu8E LONOITUDINA.LLY REMOVING A STRIP 1,44. -D.-YWlbt`�QK-jHE SIDE OOPOS'tTE THE OPEN JOINT. REINFORCED CONCRETE PIPE SEND E Ehft-'OF 4tHE'CU-Y* TOdETNER AND INSERT THE TUBE IN THE PIPE. Of ss, AMERICAN'PUBUC. WORKS AS 90WHERN CALIFORNIA CHAPTER ..$221A _N D 1011OWULGAM By TK STANDARD PLAN WORMS 8TN4wjm Im., COLL4A FM RCP METRIC 1 UG 380 ITHRO H. 14M MM (MI -3 U.35w 'N - - I I!CIMCATf" FOR.PUSUC WORKS CONSTRUCnON SHEEr I OF 2 Lu No. 36361 rl. _j cr. Up. 06-30-12 x (Rev. 3129199) c 1. THIS JVNICTION �51RU CTU.Rg $HALL BE.USED WHEN THE OUTSIDE DIAMETER QF -THE LA-f9RAL`1,S'-4RkA1-ER THAN.A.Z.2 -THE INSIOE DI.AMtTtR D OF TH`E �A'141`0'N-61`614' WHItN'Tkt. IWSIbE'.bIAM E'TER 8 -OF THE LATERAL IS GREATER tHAN 6*00 :t2`48Y."t SH.ALL-NO.T EX'CEED .75 D OR'975 mm (390). .2. - IF. THE MAIN LINE, tS. A REJNFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL :RE FE --.R 1.6"TRE cL*tAR_-SPAN.0F THE ARCH, REINFORCING STEEL CV-. -AN SH-ALL,BE It "' D `OtNT. INd'O THE 4UNCTION STRUCTURE IN THE SAME MANNE-9 AS' FO'R -A-PIPE. A -'CON.-CAVE. CFtAoLE IS NOT REQUIRED FOR A OEINFORCED.-MONOLITNIC ARCH. STATION!�:-.SHOWN ON - TH9 -PR.OJECT'DRAWINGS FOR LATERALS APPLY AT THE INTERS.ECT4�9-_N- - Of - qflOTE'R L-I*N'tS`-0.F MA'IN'LINE -AN . D LATERAL. STATIONS S H.OW N; efN ---W1NdS'-t6R '�A'tCH-BAS.IN CONNECTOR..- PIPES ORA .* A0.0LY AT ThE INTEASECT"'104-6F "'THE ' :IkStOE WALL OF -THE MAIN LINE WITH TkEt6NNEtTOR P.IPE CENTER LINE. -4� VALUKS. FOR'A. a - AND_ -D SNAI, I PE SHOWN ON THE.PROjECT DRAWINGS. ELEVATION R A14t)`*EL_tVAtI'ON S'*SHALL BE . "SHOWN -ONLY WHEN REOUIRED' PER NOTE 5. 5.. 0. CLE ' YATIONS.R -AND. S. NEED NOT BE SHOWN -ON THE PROJECT DRAWINGS . IF. T14E -JISILEt'PIPE I -S. To &TER'714E MAIN LINE RADIALLY. b. 'ELEVAT116N. R SkACL BE SHOWti ON DRAWINGS ONLY IF A STUb'. i� '10*�Bt- PROV115ED IN THE -MAIN LINE FOR FUTURE CONNECTION OF AN INLET -PIPE. c. ELEVATION. S. S*H.ALL BE - SHQWN ON THE PROJECT DRAWINGS IF AN INLET ..PI-0e--t'S'T0 ENTI�ft 'TH.E*MA1W.L.W- OTHER THAN RADIALLY. INLET PIPE �14ALL BE LAIlb.,014 GRAbE FROM ELEVATION S TO THE A CAfCH' gArS*IN OR GRADE BREAK IN LINE. 6. THE tNLET.PtPE SHALL ENTFR THE MAIN LINE RADIALLY UNLESS -OTHERWISE 1,NDICATtD.'' TME I-NLE'T Pl.-'PE MAY- ENTER' THE MAIN LINE OTHER THAN RADIALLY— IF.- ANGLt, A 'IS 'GREATER THAN*. 450. S 'IS LESS THAN OR EQUAL TO 6.00 Mn* 'i24`j'.A'ND' "THE-- OUTSIDE DIAMETER OP --THE INLET PIPE IS LESS THAN .5 D: OTHERWISE, 'STANOAAD PLAN 340 SHALL BE USED. 7. NO MORE 'THAN. ONE OPENING SHALL BE MADE IN ANY 'ONE SECTION OF PIPE. S... THE OPENING FOR' THE -BREAKOUT. SHALL BE RECTANGULAR AND CUT NORMAL -TO THE P,1'PE- SUPWACt *'WI7rHdQT DAMAIIINid *THE REINFORCING STEEL. THE TR.ANS*V.ERSE-.-REI'NFORCEMENT'OF THE MAIN LINE SHALL BE CUT AT THE CENTER Of THE OPEN.ING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9.. THE MAIN�.LINE $HALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCA$EMENT ('AS .'APPLICARLP'.. A-CbNC1§E_TE ENCASEMENT IS RE0U-tRED IF A JOI-Nt-,.04 THE -MA -IN' L-'-'I'NE PALLS Witk`[N 'THE LIMITS OF THE CRADLE. THE CONC991E tNWEMENT Sk-ALL" EXTEND 30'0 mm (120) ABOVE THE TOP OF THE .MAIN VNE 'AND TO THE LIMITS* OF THE CRADLE. If CQJ.YNECTI.NG TO' Aht EX-fSTING STORM DRAIN.' PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. )0. REINFORCING STEEL $HALL -CONFORM TO ASTM A 615M, GRADE 300. (ASTM A 615. GRAP9.40t" AND'..BE -PLACED .40 mm G 1/21 CL.EAR FROM CONCRETE SURFACES. -UNLESS:O-'r &WtSE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS .Kt. T-RAN4 DISTANCE' Fk6M CENTER LINE WITH--J=7D/12 4- 150 MITI (61. 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. : I ' 2.- DIMEN.SIONS SHOWN ON THIS.PLAN.-FOR. METRIC AND ENGLISH UNITS ARE NOT E).( ' ACT COVAL VALUES... IF'. METR-1-C VA�UIES -ARE- US.EQ. ALL VALUES USED FOR CONSTPOCTION'SPIAL4. 'SE 'REINFORCING BARS SIZES IN VN`fTSWAy- BE' -S-USS'Tt TUTED FOR M ETRIC BAR SIZES. IF ENGLISH UNITS USE6.1 AL U - S Vg . 1`-F�OR U.. -CONS-TRU.CT ION... $HALL BE ENGLISH UNITS. AMPRieArtOuB 6, W u ORKs 0,66 YX H9AN'dAUFbR'N`IA CHAPTIER STANDMID FL.AN "URE -PIPE . TO PIPE INLET METRIC' N JUNCTI -0 T 331-2 41>.�.� -,#qQ'M'M.(94") 0A -dtY*>;A/2-'MAIN LINEID SHEEr20F2* (Rev. 3 NOTES A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINT S (SEE DETAIL B. SHEET 1) IF THE. EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE .THAT- fS-QREATER 'THAN 25 mm (19).-.SUT IS LESS THAN 75 mm((34) A.'QOf4CRETE CQVCR.IS REOUIR�D. IN ACCORDANCE WITH SUBSECTION' 3-06-1.2.4 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 (61 OR SREATER. A TRANSITION STRUCTURE IS REQUIRED, 3. CONCRETE'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON E MAIN L4NE,--. 4. CONNECTOR PIPES WHERE P-IPES OF DIFFERENT DIAMETERS -ARE JOINED WITH A ONCRETE -COLLAR. L AND T SHALL BE THOSE OF THE LARGER PI -PE. D=Di OR D2. WHICHEVER IS GREATER, S. WHEN Dt IS EQUAL TO OR LESS THAN 02, JOIN INVERTS AND 'WHEN Di IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (721 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 30000). S. WHERE REINFORCING IS.REOUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2 -X WALL THICKNESS) +.T. S. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER. THAN 525 p1m (211 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (5") OR LARGER. CIRCULAR TIES: 010C PkIALICTCM NO. OF 'WHERE THE.SPACE BETWEEN PIPE ENDS EXCEEDS 75 MM (30). THE NUMBER QF CIRCULAR. TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 MM (6-) O.C. 10. WHERE THE PIPE IS 525 mm (211 OR LESS IN DIAMETER AN INTERIOR FORM'O-F UNSEALED SONO -TUBE OR EQUAL SHALL BE US -ED TO .PROWDE 'A SMOOTH I.NTER16R J014T. THE PAPER FORM MAY BE IN PLA�E (SEE DETAIL A), WHEN THE PIPE IS 600 mm (241 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 OWTHIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT E-00AL VALUES. IF METRIC VALUES ARE USED. ALL VALUES US0 FOR CONSTRUCTLON -SHALL.BE METRIC VALUES. EXCEPT REINFORCING BAR SiZESjN-INGLISH UNITS MAY'BE SUBSTITUTED FOR -M8TR!,C`BAR SI-ZES.* I'F ENGLISH -*UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. kM0RI.2AN:Pu0L1c WORKS A$W IA709.- $10LITHERN CALIFORNIA CHAPTER STANDAFID PU CR ETE'COULAR METRIC OR 80 - LAR RCP SHEET 2 OF..c 3 12") THA 0:001H 1.800 mm (72") CIRCULAR TIES 525 mm (212) OR LESS 3 600 -mm (241) TO 750 mm (300) 3 825, mm (�31 TO 14,25 Irm (57') 4 1500 mm (60") TO 1800 mm (724) 5 'WHERE THE.SPACE BETWEEN PIPE ENDS EXCEEDS 75 MM (30). THE NUMBER QF CIRCULAR. TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 MM (6-) O.C. 10. WHERE THE PIPE IS 525 mm (211 OR LESS IN DIAMETER AN INTERIOR FORM'O-F UNSEALED SONO -TUBE OR EQUAL SHALL BE US -ED TO .PROWDE 'A SMOOTH I.NTER16R J014T. THE PAPER FORM MAY BE IN PLA�E (SEE DETAIL A), WHEN THE PIPE IS 600 mm (241 OR*LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE"COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED, 11. DIMENSIONS SHOWN OWTHIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT E-00AL VALUES. IF METRIC VALUES ARE USED. ALL VALUES US0 FOR CONSTRUCTLON -SHALL.BE METRIC VALUES. EXCEPT REINFORCING BAR SiZESjN-INGLISH UNITS MAY'BE SUBSTITUTED FOR -M8TR!,C`BAR SI-ZES.* I'F ENGLISH -*UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. kM0RI.2AN:Pu0L1c WORKS A$W IA709.- $10LITHERN CALIFORNIA CHAPTER STANDAFID PU CR ETE'COULAR METRIC OR 80 - LAR RCP SHEET 2 OF..c 3 12") THA 0:001H 1.800 mm (72")