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HomeMy WebLinkAbout2892-5�-•-�-- ,E.D.GES TO 'eE ROUNDE:o G: Ta 75 0* 13't . It Fla NpT oii' r �XA I ---�'Z II. THE: FbtL4!D1NPN6 GttLTERIA SHALL 08IE U.$EQ FOR THIS* I+AANNQL;E= L WHEN DER. T IMI FROM STR TGR: E T THE TN A. MAIN LINE .a 825 me" (33') INSIDE DIAMETER .OR LESS: (EX.0 PTION - �4 --- i D �., r` -'•H. R M EE. AC). O E OP O.F.OF E B.+UX I:S .LF,S9 _ �.- .,. t 11 RCP F T F THE MAIN. LINE C DOWNSTREAM i7. a~I MAi�i# f S m or 'SFuft _. _� THAN 8fi7 r►.�t ('2, 1.+C� I/2 } FOR RAVED S3'REETS OR I.Q�O m1n t3 -.6) FDR'. E D �M E OLE '��+� mm. {3$ ) - -_ Tf INSIDE DIAIETER ANO THE. MAIN LNR.CP U PSTREAM It50rmtil UNPAVED. STREETS.. GONSTRLCT.5#AFTaER SECTION Ia� C -D AND p` ASL r; 1 EPT#M MAY, B� REDUCED TO.AN. LIMIT OF #50 sn (6y) tiEh82S rm.{33 i OR LESS.). STANDARDAR) Pal�S2o OR STANDARD-, 3?21BM1+. y ........ �......� Tt4 3 LESS. THAN .900 +aL_ STEEL tom' ;S LARGERVALUES. OF � fUt� RE� .� SEClCSG. T© 'IQ6Q:(3 NCT APP IGAISLE WMER� T�tE iAiN INECNiIT . #J00 sm. tat 0 4.1 0C --r _.,�, OF±< LESS. (36++.) IN DIAMETER. :- - DETAIL "#fin FILA. 2; w (IIr1 SECTI fN A1�A Af!VI} --8:) SHak .NOT T. .Q O. B LL 8E LESS FLAW #.2 m i4 -0.4 8. SEE SECTION .A X Tt* MAXIMUM SIZE :LATERAL TRAT M4Y D+E� --. B (ft 1405... AND COVER tioT $troth ki T .MAY 1 #rIC A PROVIDED THATT P BUT BE INCREASED hE. VALUE E7rF M SI#.ALL N 'T` C(i#+1NECTED TO THIS MANHOLE IS SUCH THAT THE .AISTAN}CE FROM TF#E: .----. SEE ;SOT.: s BE LESS THAN THE MIMMUM SPECIFIEDD AND THAT THE REWCER SH -ALL OUTSIDE ' tTOP) 4F THE AT T THE BOTTOM OF m ` . LATERAL � E Bi) THE 2010 m (9 } t ttAt'T NOT'ss wrc1. BE USED.. FOR:M tIN SECTION CSC) SEE NOTE I', THICK. TOP OF THE MANHOLE CHAM ER, MEASURED VERTICALLY FROM: THE ENO Of'THE: R€GP, SHALL SEA M#NW- M QF 45 -0 mm (8•}: s7 ti :r.. 'c +► warr iairE FRAC Cc tCRElt PIPiC.S S. L 5NA1.L BE t. (9' -0*@) 1;1NLE�SS OT14ERMIIS.E SHg1Mlt. L tiM►Y �tE: ti�- s � r . ANE).CQVF_R PER PEA S. O, PLAN .x.24--. � 23 WN x � CREASED OR LOCATION Of 'Mr�AN.H.0LE SNIFT.ED TO WET POPE ENDS : BUT Y C; if THE. SIZE OF THE LATERAL IS SUCH THAT THE. ABOVE-SPECIFIED STO, y. r 25 , ltwN 4. r PLAN V v c�irlii T+#t'$ 3T€ra �:. # �r' 1 I T P MINIMUiMI DISTANCES OIAf�NgT BE IrEAl1�TAl✓FIEf7. THEN tom. t?Ir TI•IE I.. CHANGE . N LOCAtTIQN OF THE S UA MUST 8E APP OVER BY' THE. ENG#NEER. !�! W PAVED .STRgETs - . RING SEAT: t a.•> Iwi�+ s ,. FOLLOWING ALTERNATE SOLUTIONS M 3T BE Ll:sFlt: �tE _ *. t w. , f 4.. T SH ALL SSE 2C).0 mo (8.. } FOR VALUES OF H UP TO AND I NO:LUDI:NS 2: 4 is :5H AK T 22S.mm. tg"t-'-�"."�". t,�� t �i ► t r �- R T Sao I�ja (� -O .} AND.: S0 Wit: tO ): FOR. VALt SOF .h4 EiYEFt .4 . C$ -+(i: D. PE 5. 0, 400 fm (t:S~) Ff�It � I. PROWS .X SPE-CIAL STRUCTURE. V. P'L.AN 314 MANED 'STREET"S.. ., 6 3 ( l2.Srf.n.rln� fww i .�. '.STA.Ti 4 S OF MANHOLES SHOWN ON IRAWI NCS APPLYLY AT 2: PR{YDETWO STANDARD STRUCTURES; CBNSIST INOFTHIS FOR N 050.mw1- -51 r PAv��. sra>~:SCENTER (IE OFSHAFT.ELEYAT#tNs ARE SHOWNN AT CENTER. tI NE': MANHOLE PLACED UPSTREAM OR DOWNSTREAMFROM APl ilGAdIE SHAFT AMO REFER TO THE PROLONGED INVERTGRAOELINES. SENOTE -3 JUNCTI3N STRUCTURE OR TRANSITION STRUCTURE. >a: 75 m t;i: 1 42:5. snen x. 541- s ►::S'ic2'l PIPE SLAT L715 _ _ o. a.et, 6, REtNFi RCEf11lEldT SHALL CONFORM TO ASTtIr A fi15.M,. taRAt Si1f)(A T!r! A #3 #aIIlA1+M�4+C,1t_ FRAMIE A' 'COVER P ROUND ECzu"E S 6 , 1& � � $HAL1..CDMFORItA 'T4 STANDPAD . LAN &4 � R .. i �49G ter« t3'.: -fir• ,•" t Rirt: �. .. � w .' 0F. t ltETs ulL GRADE 40 , AND SHALL TERMINATE.,40 mm (1 ,i/2v) CLEAit OF CONCREUNLESS T E W E SHOWN. TE SUR- 11. R I . S .Ou"a EI S F.11►CFS...0 X RWLESS. Q.THERWISE. SHOWN: 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3.24 UNLESS 7. FLOOR Of' MANHOLE SHALL. 8E STEEL. TRU1+ FLED TO $PRINS LINE. OTHERWISE SHOWN' [ 9.. rN1.4.:T. ELEVATION. PPL S E:'C T I a ISI C:y: i�9 AT T141:11 8:: SODY OF MANHOLE SHALL BE POORE,D IN ONE. CONTINUOUS. OPERATION I4: WHERE Al MANN -TOLE SHAFT - 900 tim (3661 WITHOUT REDUCER IS EXCEPT THAT A. CONSTRUCTION JOINT WITH A L DNO:ITUDINAt. KEYWAY SPECIFIED REFER TO .STANDARD PLAN. SM. $ MAY. BE PLACED AT SPRING LINE. iS. WHERE: A PRESSURE. MANHOLE. SHAFT + WITH ECCENTRIC REDUCER IS sYazftm 61N>ti.--.,:,,,,� y j.�•....sloo �,m i3 -i! t !:' T4ICfCNESS OF'THE DECKSHALL VARY WHEN �i•1ECESSARY TO PROVIDE SPECIFIED REFEtI! *0 STANDARD PLAN 328. A LEVEL SEAT BUT SHALL NOT BE LESS THAN 20th .mm. (Sir),. 16. WHERE A PRESSURE MANHOLE SRAFT �, 914 .oft (Stl WITHOUT REDUCER !0. STEP$. S."A LCOWORM TO STANDARD ANDAR:D PLA N 6.13 .4 63f. U .Ess OTHERWISE I3- SPECIFIED .REFER TO -STANDARD. PLAN 329. ST;'sSHOWN,:STEPS SHALL SPACED 350 mm (I4 } TO .75. rFlm (15 0) OC: �. :4 0: t►e•t THE LOWEST STEP SHALL NOT -.131t MORE THAN bO( i24') A160 -YE THE (.EDGE: IT: DIMENSIONS SHOWN. ON THIS PLAN FOR METRIG AND EWIGLI'SM UNITSARE is t AT TIDE. -SLOE OF TWE. MANHOLE NOT EXACT EQUAL VALUES.. IF' METRIC :VALUES ARE USED, ALL VALUES: c U F{�R C N T 1 USED o S F�t3CT aw SHALL BE IIrETRtG VALUES. EXCEPT RE{NF(3RCtN6 8AR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR. SIZES. f�.. __�- IF ENGLISH UNITS ARE USED, ALN.. VALUES VIED. FOR GL)N.STRLICTII�d Sf�ALL 8E i00 +1Mf tA't r (* i�2Dt} nen tE)'3 too .. t�-f EI�IFaL.I.SH' CiN:iIfS. _. -. . 2t39 ra�r i a`3 THF FOLLOWINQ STANDARD PLANS ARE. INC`I "CRATED WREilo . 3.2:4 IMIANH01.E SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - SOCI mm. (369 1IVITHOUT REDUCE" OPTIONAL € OT.T010tG�At�..r?t�a.�tTS: 3.28 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 9E£ N©rE 329 PRESSURE MANHOLE SHAFT " 914 r" 136.) WtTWOUT -REDUCER . ~ $ . AMERICAN, iat., OF voitr fait * e* R-0, rr :, 630 910 mm (24`) MANHOL IE FRAME AND CALLER . 633 '914 mm (36 MMHOL.E: FRAME AND COV 533 STEEL STEP 636 PtLYPRQPYLENE PC.AST.IC STEP - ISE Y i`W STMOAM SPEC9t'101tT#0015 FOR PUN' lC 1NURKS: CtmsT'RUCTI1 PAVED TpcEr -� U PAVE ST:?4MEX SJrCTloli i�lit�c :� �,f,.► MAX.. a-R� firs?cr-�0.,j-) fasa m�f t3•= __ _ 2�2 inns. 401 `217 +r* iS. lzr) .. 4IC7 mm tk&.. j miw taS'i PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER' ,�►. 1?Cv. low MANHOLE A P i-fC.� � , , PE T � PIPE OE OR BOTH MN LINE ID'S 825 x» 3T ORSMALLER) 1� faa=°i�c S"Ee'4 1 OF 3 ISE Y i`W STMOAM SPEC9t'101tT#0015 FOR PUN' lC 1NURKS: CtmsT'RUCTI1 f� ■ IP 4. MAIN LINE R:CP OR P E'OiFOftEO *046 I1141t ARCH; SCE ma TE: 2.-- * � k f i..i.ATirii~. r' t w. d T � C Nt+lEC P t €� E 1: �6. ti.A113 RQUMO t 5M O. l.3.p ma 9.06E.. 1 i*� 1M . Q 0 6"I OC a. • ., � TO 73 .him � «1: Z+ IC31.0 su (•3 OR 44 0 I4" w OC TIE 9A f.� i u, ur 01A. � f: ANO 1< $ARi >. ■ . w 4r1 � � .. 131 O 73 rfhw s.EE r�rotl! � S tV Q v. T1 . �, �3LE �r .. 1 cry OF80 "m VALUES � FOR T STA. PO -INT $ . T L A TER AL SES NOTC 3 S00 ma 024 ISO ffM is -r. PLAN STS awn, as-) so awn t5-1 450 r>«m (0#41 130 mm (51 3 fMn D1 50 mm 151. 9OVA 10114 6:450 mm 0.00 mm (24") 140 aur IS !/2 f 1+S. 01R 84 .0 Jr.) 4'r7 (271: 140 1fta t.S W2 0C TIE. SAR 750 maw (30*) 15i?. OARS. 115M •.1'50. +� R'E11DitlIlC STEEL (..+4 • alt`.) OC l,:. 825: +1fAlf f3:3•i r74 mr t6 t/2' 9cyo mm 136'17 r 0 +►wm ita. [/ 2 DO' ftwlll i3') MIN 73 f$ffl1� (3.-91 -teq sm I7" t S RING � r L)NE' . i lam} c++M.t9'►. TFE OARS -. RO ' v. o . U 0 �..gr � EDGES ► 111 t. I3"): 0C ELEv: S e en c A*$ Ilk aR -84RS 1!5M (05). UNQl3TiiR6fQ CONCRETE CRADt;I[. EAlC1'MI N..'C-iA .1430^.C-I�Q•i.. SIwE NOTE 9 S'ECTI0-N Z-2 T10N* M -m AMERICAN PUISUC'WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER F SUNLTiQN 1�TUPIPE TO PIPE INLET �r R mom. N#MCAN:UBRKS VVCiAT7pNr SCCAFtRNIA C1A TR STANDARDP Ia�rmt: AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNLA CHAPTER STIWi?ARD Pt:AM :321 ��1._'1 &FT 3tF 3� NH_ �E PIPE., TO PIPE SNE 3T E IDS n33OR.SMAL MANHOLEPIPE T� PIPEJONE OR BOTH MAIN LINE } rn �N4E IP 4. MAIN LINE R:CP OR P E'OiFOftEO *046 I1141t ARCH; SCE ma TE: 2.-- * � k f i..i.ATirii~. r' t w. d T � C Nt+lEC P t €� E 1: �6. ti.A113 RQUMO t 5M O. l.3.p ma 9.06E.. 1 i*� 1M . Q 0 6"I OC a. • ., � TO 73 .him � «1: Z+ IC31.0 su (•3 OR 44 0 I4" w OC TIE 9A f.� i u, ur 01A. � f: ANO 1< $ARi >. ■ . w 4r1 � � .. 131 O 73 rfhw s.EE r�rotl! � S tV Q v. T1 . �, �3LE �r .. 1 cry OF80 "m VALUES � FOR T STA. PO -INT $ . T L A TER AL SES NOTC 3 S00 ma 024 ISO ffM is -r. PLAN STS awn, as-) so awn t5-1 450 r>«m (0#41 130 mm (51 3 fMn D1 50 mm 151. 9OVA 10114 6:450 mm 0.00 mm (24") 140 aur IS !/2 f 1+S. 01R 84 .0 Jr.) 4'r7 (271: 140 1fta t.S W2 0C TIE. SAR 750 maw (30*) 15i?. OARS. 115M •.1'50. +� R'E11DitlIlC STEEL (..+4 • alt`.) OC l,:. 825: +1fAlf f3:3•i r74 mr t6 t/2' 9cyo mm 136'17 r 0 +►wm ita. [/ 2 DO' ftwlll i3') MIN 73 f$ffl1� (3.-91 -teq sm I7" t S RING � r L)NE' . i lam} c++M.t9'►. TFE OARS -. RO ' v. o . U 0 �..gr � EDGES ► 111 t. I3"): 0C ELEv: S e en c A*$ Ilk aR -84RS 1!5M (05). UNQl3TiiR6fQ CONCRETE CRADt;I[. EAlC1'MI N..'C-iA .1430^.C-I�Q•i.. SIwE NOTE 9 S'ECTI0-N Z-2 T10N* M -m AMERICAN PUISUC'WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER F SUNLTiQN 1�TUPIPE TO PIPE INLET �r R mom. a!f�ei� wortfcs a t� . E ID > 600 +m (2411 OR OD > 1/2 MAIN LINE ID 331 - 2 F 9f:4 Rev esu USE YiFlili STANUAli%! SRECIFICATIalIS: FOR PUBLIC WORKS CONSTRUCT". StiM 1 'OF P NOTES t. THIS JUNCTION STRUCTURE: SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GRATER THAN I/2 THE INSIDE DIAMETER .D 4F THE MAIN LINE:: OR WHEN THE INSIDE.DI'AMETER B OF THE LATERAL I.S GREATER: THAN. 600 mm (24"). 8 SHALL NOT EXCEED .T5 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: REINFO ING STEEL N TR TUR IN TH AME INTO JUNCTION S UC E S M A T. AN M T THE: J q TRE .SAME �. C T N 0 E U. SHALL 08E . MANNER AS FOR A PIPE. A CONCRETE GRAQLt :I'S NOT* R.E-Oul-RED FOR A. REINFORCED MONOLITHIC ARCH. 3',: STATIONS: SHOWN ON THE. PROJECT' ❑R4VtNGS FOR:LATE7AL5 APPLY AT T I1 E INTERSECTION OF CEN" ER LINES OF MAIN.LINE AND LATERAL. STATION$ SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES AP'P'LY AT THE INTER -SECTION OF T . INS:It�' WAI IL .GF THE .MA4N .LINE 'WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B.. C AND D SHALL BE SMO.WN OM THE FROJ£CT DRAWINGS,. ELEVAT10N R AND ELEVATION S SNAiL BE SHOWN 04LY W14EN REO.UIR.00 PER No TE 5, T WIV PALO) T A*" Vil; � R !t S H t) t?!II �H t� tit- NGS E T I +alis Nt! S � BE E E S. a. EL. NEEd T IF THE INLET PIPE. IS TO :ENTER THE MAIN LINE RADIALLY. fir. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS 014LY I F.A STUB.IS TO BE PROVIDED IN T.kF- MAIN LINE FOR: PUTURE CONNECTION OF AN INLEET PIPE. T P R R I I�F. N IND T �+: FI T NGS A E ELE EVA, 'S SHALL SHOW E3#�1 £ (�JEC 0 AW L t. BE 4 PIPE IS TO ENTER THE MAIN LINE >T -ER THAN RADIALLY, INLET PIP E SHALL BE LAID, ON A STRAIGHT GRADE FROM ELEVATION N S TO THE CATCH BASIN OR GRADE 81REAt 1N LJW_ �. TME INLET PIPE SHALL ENTER THE MAIN vNE RAVIALLY U1ti[.ESS Q'THE**I.SE INbFC`ATED,' TMf:..E E. INT .Rf.PE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE .iA IS GREATER THAN 45';..B IS. LESS THAN OR EQUAL. TO 600 mm (24`) AND THE OUTSIDE DIAMETER QF THE INLET PIPE. I5 LESS THAN .5 04OTHER>IYtISE. STANDARD PLAN. 3.40 SHALL DE `USED. 7- Na MOIRE THAN 4.NE OPENING' SHALL BE: MADE. IN' ANY ONE SECTION A.F PIPE. S. THE OPENING. FOR THE BREAKOUT SHALL. BE . RECTAKrAULAR AND CUT NORMAL... TO THE PIPE SURFACE WITHOUT bAAAAGiNG THE REINFORCING STEEL._, THE TRANSVERSE REINFORCEMENT OF THE: MA1N. LINE SHALL. BE CUT. AT THE. CENTER of THE OPENING AND BENT CHT© THE TOP AND BOTTOM SLABS OF THE SPUR.. 9.. THE MAIN LINE SHALL BE REIWO_RCtD WITH. A Cc7ftMETE CRADLE ANIS 1 I F A. PP RENCASEMENT ISR €� A A 1 A ACOwC TEt�U ED. ENCASEMENT ( S C$ E E L LE). JOINT I'N THE MAIN 'LINE FALLS WITHIN THE LIMITS OF THE CRADLE: THE CONCRETE EN4;ASEME.NT SHALL EXTEND. 300 mm (12") ABGtiVE. THE TIP OC THE MAiIR LINE.. AND TO THE LIMITS. OF THE. CR.ADLE.. 10 IF CONNECTINGTO AN. STORIDRAIN PORTION 0F CRADLE. E OPPOSITE INLET MAY BE .OMITTED'.. 10. RE1NFORCING STEEL SHALL COWORM TO ASTM A 6I61oll; GRA.0f 300. tAsTIw A 6'15. GPAUE 40):, ANN 8E PSA E 4Qr tntT► (� i� 3 CLEAR FROI4 CONCRETE SURFACE . UNLESS OTHERWISE SHOWN. F BARS SHALL. BE C,ARRIEO TO A POINT NOT .LESS THAI J DISTANCE FROM CENTER LINE WITH J=7vf2 •+- 1:50 rim (61. IL FLOOR bF 7-14C SPUR SMALL BE STEE.L.-TROWELED, TO THE SPRING LINE Of THE SPUR< 12. DIMENSIONS SHOWN 4N THIS PLAN' FOR METRIC AND ENGLISH. UNITS ARE NOT EXACT EOUAL. VALUES, IF METRIC VALUES. ARE USED- ALL VALUES USE.O' FOR CONSTRUCTION SHALL BE ME.TRIG VALUES. EXCEPT REINFORCING BARS. SIZES. :tN ENGLISH UNITS MAY BESUBSTITUTED FOR METRIC BAR: SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL SE ENGLISH UNITS. . AMERICAN PUBLIC WflRK :ASSATICN - 304JTHERN CALIFORNIA CHAPTER WR sTAwoNworuw. �Tr�c 331-2 T z Q 1 JUNCTION TRU T R --- PIPE. TO PIPE INLET ID z600 mm (24) OR OD >.1 /2 MAIN N L1NE ID Dwg. No. Filename: L:\DWG\10201\15655-3\HEMLOCK\10201ST5.DWG