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SEC 10N B -B
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E ChS T- 4WINT OF` RCB OR ARCH,
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JGMT OF RC 6
AfOERIC-px pm a3C � ORKS ASSOCfATION - S€�U`;s HERN CALIEOR NIA CHAPTER
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FiFFti' 1K(ti tTIMIFl_E•
.1. RCB TO PIPE 34,E
1+�:,. „t �r�k'z�fIH ST,i',NDARD SPECIFI��R�TIQNS FOR PLIBL-l�.'vVi�F,KZ ''0Wz'TRUC'CI;UN :;tit r-. � „t
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t'IO0TESS
I_ THE HG14{3ITAL AIa>`aLE 0� E z'ER�EI�CE ORS:}uRUEi tE, �rH1,.
NOT ZX FEED 5' 46t .
Z_ RE1NFQ1RCING' STEEL LIAR SIZES,-S-PACHNG. PATTERN AND COVER OVER '
THE STEEL SHALL_ 6 As FOLLO 7�ti -
F1C8 TO IP ALIO RG`8 Tt?#� : -- TN AT 0 RGB 'SEc� T IOi�I.
ARCH TO RCP - THAT OF ARCH SEC�TION-
ARC-Li 'TO A RCE - THAT OF ARCH SEI: t i0N HAVING THE T'HICK�R
i��'�LIz`. TMEaR i Et�IrIIS }N v;R'W IJNIFOr�11_'a' y HEiIGIi�aU T
THE TR, raSIT1014
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RCI3 -0 ERCP A� ARCH l� RCI �- THAT OF ARCS! OR RC8
ECTIOP� i�rdL.ESS •IhE i;t'ALL"Hl+u;,hIESSF TFlE R�'P ILLI iOirni�i
b4') GREATER, Iso ':4HICH CASE THE COI��:�E7E T�-I�i;:t,I~lESS -511 ALL:
VARY iso#IFQIFMLY FROM THAT OF THE: ARCH Off; RCI $EC oro
TO TH, f. GF Ti I EL RCP WALL P}_#.� t0ovrim (4' 11,
�tC>' TMJ ARCH ANO ARS: TO?CI! --rATF 'IE r'\t�10(ING ROEc
OR ARCH SECTION A.T EACH END OF" THE T*�ANSI� 030 AND S.;-fA; L
VARY UNfFORMLY DET"WEEN 'rHE _ ij ENDS,,
4. TELE [INTERIOR SURFACE SHALL 6E SMOOTH' A.ND VARY UNIF'ORML.Y
BETWEEN THE= TWO AD,,10I�ItNG SECTIONSl
b. AT RCP � Ut"I ,,TUBE •EMBE MENT ,P Sk•tALA, BL s �t�snrsi L.,°) f" �}R PIPE
SIZE OF 27'400.mm (96•) OR LESS. AND `�00m.m I�') FOR PIPE =-fZES
OVER 4DOmrm (30'3.
6. f4 = i8 NlPe (4000 PS!) AT 2F3 . AYS ANI:; THE CONCRETE SHALT. BE THE
SAME #> IX A(S' "'"HE ADJAOENT RC�).
7. AILTE�L. E;CIy;? I it^,,IiTf�4('dL STEEL11t $I~ t,R,�I:,r" ';�3i;.+Oa
ILII -SET STEEL ' ONT sF'I~, !NG TO AS T&I A -6i M (A O#6} AND ' HA€.`i.
TE fv4Is ATE A C')mj-s4 (I I, �") 'L.EAP Or• CONCRE.T'E SLIP A4�E NLESS1
QTHESRV ISE S.HOA'N.
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P,- I`ryE ED CONSTRUCt:ON JO:N1 � OF THE SA:?� 0111MEs�SIGINS Aa THO E
OF �CHE R{;B .C.TR bR't,;l=t SECTIuN iv��tY 8k :ARF?[F-D THRIiIOGH THE
TRANSIT ] ON S'TRUCTi RE A'T THE COINTRACTOR' S 0?PT10N, SZE.
SEsrTION B -B.
9. THi 1 RANS", T10;< S RUCTURE SHALL BE CONS Z RUCT.ED IPS ACcOR1~ At- CE
WITH THE. STRUCTURAL NOTES APPLYING Tse RCa 0R A CH
.-- U :T�;RES S# IC iN11 4N TP+ : PF OJEC T DR AY>h1INGS.
►O. DIME-N'SJONS 'SH{'jWN ON THIS PLAN FOR METRIC A:NO E-Na.ISH I:.tNIT'L
AtE (YOT EA;T E►L '�`AL3Ji+S. I=►TETE;#:1L+ES ARE ;IaE, ALL
'�`ALUES USED flwic CDN5TRIUCTII~N SHALL BE til(E`,'r,tC �:�LUES. IF
EraLlr•� UI#r ,RE 1,10EI1, ALL VEL UES I#ED �OR CNTUGTIO;�
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A PUBUC SERVICE BY
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BENCHMARK ELEV. 1077.40
LOCATION:
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e RECORD DRAWING 7/01/07 ' '� • Il -d1
N0. REVISION DESCRIPTION DATE ENGR. CITY DATE
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 STANDARDS IN EFFECT.
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EXPIRATION : m
'*'.• 6-30-2006 - */
1 Jam' • clvl\. • ' *
1�1`F , .CAS-��`� �!
ISO TES
#. THE i -i 7R t "FO �Tt�L A; GLF- CSF "ONVERGENCE OR DI VERGEENCE, �s SHAL L
NOT EXC.EE D 5"A 5s .
2. VAI UES F'OR A. B,, 0, DI AND D2 ARE SHOWN ON THE PROJE�C`�”
DRAWINGS. EL E'L'ATION R AND EL E�ATI€ N S ARE SHOWN WHEN
REQU IRI:.D BY NOTE i0.
3. F1 OOR OP �TRUCTUTRE SHALL. BIS STEEL T RO'1�'E'� EO TO SP€ I# G L•1NE,
4. REiNFORCE-MENT STEEL SHAi..i: C�. NFORM TO AQTM A 615 M (A 615).
GRADE 5f�0i,40). AMD SHALL TERMINATE 4.0 mm tit. 1/2"') C; -EAR OF
i ONCRETE �SURI~ACE:S I. NL.ESS OTHERWISE SHOWN• Z ONGITUiOINAL-
'BARS SHALL BE 10M 0 450 , r (P3 Did *4 '81 OC OR LESS,
5. ESLEVAtTION S APPLIES AT INSIDE 'WAL.L. OF STRUC7URE.
6• TRANSITION STRUCTURE SHALT BE POU�:ED IN ONE C'ON`Y;NIJQUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTI0N OF PLACING AT THE SPRING LINE A C;��NaT•RUCTI N JOIN T
L.ONGITIJOINAL. KEYWAY,
7. T,•-�E LEiNGTH OF TELE STRUCTURE 3+€iAY BE INCREA,aED AT THE OPTION
OIC` THE :}0}"R'A0'0R ""{ DEET RCP EIIL LJS it 0 DItSP
LONGITUDINAL AND B T STM RE N`F� RCEI' ENT i N EXTENDED PORT ON
OF E Ota iMETER ANG SPACING AS SPEC#' IEII N THE T ABLE, BUT
ANY CHANGE Ilk THE LOCATION OF SPUR MUST BE APPROVED BY Ti -•)E
L�'�GIt,�E.�R.
8. EMBEDMENT P SHALL, BE AS 5F-GtFIED IN T. HE TAIBLE. UNLESS
O"i"I'IEFI ISE SN WN ON T fE I RO�JECT DRAWINGS.
'fi�l� ��d TiE.Rin IS NOFUF� R0{JI RE1 A BARS SI+fA�..!. O! T T ED.
I0, WHEN EL.,EVATION :R AND EL.EVATtON i ARE NOT SHOWN ON PROJECT
DRAWINGS. Itl4-ET i�IPE SH�,LL ENTER MAIN L..INE RADIAL. LY. 'ir�'HEN
INLET P IPE ENTERS MAIN LINE OWNER THAN RADIAL -LY, EI,EVA,TION S
SI-IALLI'.IW f.3( r4Os:E IRAW'ING t, r`,I Ii~L.ET PIPE Si'4A1.�.
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CA"r B:�SIN
t�R GRA,tE BREAD: tN FILET L�NE. ELEATItN. I'� SI�AI~L SHtW3 ISN
PROs ECT DR1�,W NGS ON Y INHEN STUB IS TO BE PROVIDED IN MAIN
LINE IiOR FUTURE C S RL.It TION OF INLET PIPE.
II. THE MAXII�IUNi CGVER ABOVE THIS STRUOT'URE SHAL..L. BE ',O m (25'1.
iF THE CODER E `EEDS 7.5 rn (25`I A SPECIAL STRUCTURE SHALL BE
DE�I���ED FOR TH'E CO I R €SND DI; AILED ON THE PROJECT DRAWIN��S.
I2. DIMENSIONS SHOWN ON THIS P AN POR ME -I' IC AND EISIGL_ISH UNITS
ARE NOT .EXACT EQUAL VALUES, IF I;rlt'ETR IC VALUES ARE US1ED, ALL.
WALT IES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT
REINFORCING B!AR SIZES IIS ENGLISH UINITS IY>IIAY BE SUBSTITUTED FOR
MET•R I C BAR SIZES. I F ENGL.I SH UNITS ARE USED, >ALL VALUES US'!ED
FOR CONSTRUCTit'�I\t SHALL BE ENGLISH IJNITS.
A. ERICA N PUSL,IC ' ORKS. AS OCIATI€ N SOU` H N CALIF€ RNIA CHIAPT .R
T NS TIO T U T R 1
P TO PIPE
HulrrzouARs
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
PREPARED UNDER THE SUPERVISION OF MAURICE H. MURAD
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DRAWN BY: SCALE: 5 -
DESIGNED BY:
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33366 6-30-06 9 7q_.a�y
R.C.E.
EXPIRES DATE
DETAILS DATE:
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CI ENGINEER R.C.E. 51152 DATE: � (a¢ 5