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IF
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REfE_ - 0 33 1500 MA 114101
AMERICAN PUBI.IIC WORKS ASSOCIATION - SOUtHERIN CA JFORMP, JGilA416'rliE'R
::�
SECTION N —til—P-0
MANHOLE PIPE
PE TO PIPE
r -CO GPETE RONGS PIR
*1011 'THIS $Trp IN
I $70, PLAN S24
0-AiV9B S'TRVxTS
% _
ST iE€T GRADE
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+: I
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FOR UNPAVED BYREEt
385 8F 190
14
- VA IR IANUE
TIE BARS
-t BANS
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'FIDE BARS
—
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T V2
115 Rrn (SRP A.
SECTION C—C
AMERICAN PUBI.IIC WORKS ASSOCIATION - SOUtHERIN CA JFORMP, JGilA416'rliE'R
::�
rNtSit �tiRllSr NY'►ie
MANHOLE PIPE
PE TO PIPE
� 1W011 � I
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tixe_+��ao+c ,acc(LARGE
1
SIDE INLET
322-1
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1
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TRANSITiON STRUCTURE
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LONGITUDINAL SECTION
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F - 1 r."�. L
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AMERICAN PUBLIC WORKS AASWCIAI,VMN , SOtATHEM C'ALIF40R NPA CHAPTER
STA4tit7V�Ra Pi�►r
322.1
MANHOLE PIPE TO PIPE (AGE SIDE INLET)
SHRET t 0f 4
NOTi!
I, THE FiomzoNrA' L ANGLE OF CONVERGE NQt OR DIVOGEINC€, C', SMALL
-NOT EXCEED 5+45' .
2. VALUES FOR A. B. C, Di AND C g ARE SHOWN ON THE P ROJEtT
DRAWINGS, ELEVATION R AND ELEVA►'TfON S A INE SHOWN WHEN
REOUIRM et NOTE 10.
3. FLOOR R OF STI + OTURE SH AAL.L SE STEEL T'R !AIM -ED TO SPR INO •L I bila.
A. REINFORCEMENT STEEL SHALL CONFORM TO ASTiA A 616 M CA 6153.
GRACE. 3=401, AND SHALL TERMINATE 40 mm (1 1,29 CLEAR Of
M-NCRETE 3Ui1RFACES QRLESS OT>i♦AERWI SE SHOWN, LC -INC i TUDi NAM„
BARS SHALL BE IGM 0X450 Mro t*3� OR 04 0 [8}) CC 014 LESS.
F-LeVAS.TPON S APPLIES AT INSIDE WALL OF STRUCTJURE,
B. TRANSITION STRUCTURE SHALL BE POURED IN DUE CON`i° I iNUOU S
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LAME A CONSTRUCTION JCIMT
LONG I TUDI INAL KEYWAY.
?. THE LENGTH OP' THE 3TiRUCIVRE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MET R'CP ENDS. USING B BARS.
LONGI TU01MALo AND 80-TT'OM RE«iFOR C'El4 NT Ift EXTENDED PORT 1.0 .
OF SA'!►liE DJ AMMETER AND SPACING AS SP EC I PIED !N THE TABLE. BUT
ANY CHA41N6E IN THiE LOCATION OF SPUR MARU S T 13E APPROVED BY THE
ENGINEER.
S. EMBEDMENT 115 SiHAALL BE AS SPEC$F i EO IN THE TABLE. UNILESS
OTHERW#SE SHOWN OR THE PROJECT DRAWiNOS.
9. WHEN THERE IS NO SPUR REQUIRED, A. AB 9 BARS SHALL BE GM i TTEM
1101- WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWiNGS, INLET PIPE SHALL ENTER MAIN LIINE. RADIALLY. WHEN
INLET P'IP'E ENTEiRS MAIN LI14E OTHER THAN RADIALLY. ELE'EATiom 6
SHALL ISE SlfiOWN CH PROJECT DRAWINGS, .AND- INLET PIPE SMALL
N
BE LAID- O A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BRE,AN ail INLET LINE. ELEVATION R SHALL BE 399 WN ON
PROJECT DRA41 INGS.WHEN STUB IS TO BE PROVIDED IN MAIN
LUNE r OR FUTURE-C�PROVIDED OF 4NLET 'P W4PF.
!1. THE MUIWiuM COVER ABOVE THIS 3TRUCT"U RE SHALL BE 7.5 m (2511,
IF' THE COVER EXCEEDS 7.5 Jam. (26') AA S P E.0 I AAL, STRUCTURE SHALL BE
DESIGNED FOR 7H E MVER AND DETAILED ON THE PROJECT DRAWINGS.
12. 0I M ENS I ONS SiH OVM 014 THIS PLAN FOR METRIC AND ENCLIS H UNITS
ARE NOT EXACT EQUAL VALUES, W METRIC VALUES -ARE USED, ALL
VALUES USED fOR +CONST'RUCT9014I SHALL. SE METRIC VALUES EXCEPT
REINFC RCINO BAR SIZES IN E' OLrIi SH UNITS MAY BE .SUBSTITUTED FOR
META' I C BAR S tZES. IF ENGLISH UNITS ARE USED, ALL VALUES iI+SED
FOR CONETRUCTI O N SHALL BE ENCL.I:S R UNITS,
AMERICAN N PUBIAC WORKS ASSOCIATION - SOUTHERN N CALIFORNIA CHAPTER
STANCM-11) PUN
,�I�
SHEET 2 OF 2
T N91TION TRU TUI
PIPTO PIPE
NOTES
1. VALUES FOR A. B. C, Di, I2,' ELEVATIO N R ftNO ELEVATION S ARE
SHOW! ON THE iIR-134ECT DRAWIENW. ELEVATION S .APPLIES AT I NS11DE
'W'A'LL OF S•TR!BCTURE-
2, WHEN DEPTH'M FROM 3 TAIEi T GRADE TO THE TOP OF THE BOX 49 LESS
TI♦ AN 067 mm 12-40 112*3 FOR PAVED STREETS BFB 100 mm OF -601 FOR
U NP AVE.B STREETS, tONSTAUC:T MONOLITHIC SHAFT PER S ECT [ON C—C AND
DETAIL 'PFI'. SHAT FOR ANY DEPTH OF MANHOLE MAY BE CONS TRUCT0
PER SECTION C -C, WHEN 0106TER bi IS 120 Iii (40 M OR LESS. CIEINTER
OF SHAFT IMAY BIE LOCATED PER ROTE 3.
a, CENrr-R OF MANH OLE ' HAFT SHALL, BE LOCATED OVER CE147ER LIME OF
STORM DRAIN WHEN O'I_AUETER D1 15 1200 m m14841 OR LESS, IN WHICH
CASt PLACE E 'BARS SYMMIETRitA LL'Y AROUND SHAFT AT 45" WITH
CENTER~ L I FIE.
4. LENGTH OF MANHOLE MAY BE -INCaEASED AT OPTION TO MEET PIPE ENDS,
IST ANY CHANCE IN LOCATION #1I: SPUR MUST BE APPROVED BY THE
Ena I WEER.
5- P SHALL BE 1k5 €f m 4511 F01? 0%w2400 mm [9.15`) CSC LESS AND E0-0 min 181
FOR R 02 DVf:R 2400 Imam (961),
6. REINFORCEMENT SHALL 4:OWORM TO ASTIR A BIBMA, OADE 300(ASTM A 645.,
CRDE 40). AND SItALL 'I RM.Ifi[ATE irs:r� dl a�rS"l CI.�EAF# CF J OrwiC�RETE SUrR—
F'AA,CES UNLi=SS OTAh1ECrT11Y1�1= St�liaV111i_
F. FLOOR OF MANHOLE SMALL BE STEEL TROWELED TO SPRING LINE.
S. 0000 OF MANHOLE $HAALL BE POURED IN ON8 WNTI,N4]OUS OPERATION
EXCEPT THAT A CONSTRUCT40N JOINT WITH A 0HOLTi,l M NAA1,. KF
YWAY
MAY BE PLACED AT SPRING LINE.
SI. TSI FCKNESS Of THE DECK Ski A .4, VARY WHEN NECESSARY TO PROVIDE A
LEVEL BEAT BUT SHALL NOT ;BE LESS THAN THE TABULAR VALUES OF
F SMOWl+I; ON TABLE, SH. I.
W, IF L,ATEIRA L!S ENTER ON BOTH SIDES CF MANHOLE. SHAFT SMALL BE
LOCATED ON S ROE H ECE I W NG THE SMALLER L, ATI=fRAAL,
11, STEPS SMALL COLIFORM TO STANDARD PLAN 635 OR 63-6. UNLESS OTHERWISE;
SHOWN, S TCP S. SHALL BE U111,11`';TFIRMLY 3PAr'CEG 3 50 rr rt (1.41 TO 375 5 muti (154 OC.
THE LOWEST STEP" SHALL NOT ISE MORE THAN $00 mm ;E49 ASOVE THE INVERT.
YC_ . 'THE F'1 L -I,0 WI iNC CFI! i TIER I A $H ALL BE 11SED FOR THIS MANHOLE;;
A. TIiIJ S STANDARD PLAN IS USED WH F -N STANDARD P l,AN 35:0 IS INAAD;K-
JC1 UA+#TE, 10AIN N LINE = 900 ixiM 06"1 INS I OE IBJ AMET'iE,R OR LARGEA.
B. LATERAL a 300 mm (E213 TO 3500 mm 04+4') INSIDE DIAMETER; HOWEVER,
THE INS IDE 01 A METER SHALL NOT EXCEED THE I iNSII]E AFI AMETER OF
THE dAM,A l N L I h1E,
AMERICAN I! USUC WORKS A414=JC1ATM14 - SOUTHOW COMFORMAA C TER
STAkiI��
322-1
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
40/v Ak
Z "vc,
c, e- 36 e 66
13. MANHOLE FRAME AND COVER SMALL CONFORM TO STANDARD PLAIN 630
UNLESS OTHERWISE SHOWN.
114. MA1 N OLE'S H �1As�Fpp TSH.ALL CONFORM TO S TAh DAftD PLAN 324 i NLESS
OTJIEER9111'I SE �7T3O71P�,���y�,
I.S. WHERE A MANHOLE SHAFT — 5.00 jean x:3884 WITHOUT REDUCELR 1.3
SPECIFIED REFER TO STANDARD PIS 32$,
PC. WHERE A FRES SURE MANHOLE SHAFT - WITH, EMENITR MC REDUCER IS
SPECIF I EB RICIF TO 5 TA NDARD PLAN 3283.
JT. WHERE A PRESSURE MANHOLE. SHAFT — 914 nmt ('599 WITHOUT IS
SPECIFLED REFER TO STANDARD € LAN 329,
F8. DIMENSIONS SHOWN ON TH fS PLAN N FOR METRIC AND ENGLISH UNIT'S ARE
NOT EXACT C- QUAL 'ALU E$, IF NCTR IC VALUES ARE USED, ALL VALUES
USED FOR CONSTRUCTION SJH AALL. BE METRIC VA4-J M EXCEPT 3REINFOR CI !NO
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR ME,Ti# I C BAR SIZES.
IF ENOL I SH UNITS TS, AiRE USED, A"- VA' LU U USED FOR CONSTRUCTION $HALL.
GE EN GLI SH UNITS.
THE FOLLOWt NS .STA N[ AR 61 PL. NS ARE INCORPORATED HEREINi
��� IIAAlNEiDLE '3N Ai• "C - 1VY@'if'1 ECCEh#TR I C REQ CER.
��B �NH�L'� SH AFT j SSC Intei d3Fa •! Mi 11"I�1aLDT' REaUJ�R
3215 PRESSURE MAR.H OLE SHAFT WITH ECCENTRIC
320 PRESSURE MANHOLE SNAP T - 914 mm (361-1 WPTHJOUT
REDUCER
630 BIC rAm, (24 1 MANHOLE FRAME. AND COVER
1533 91, 4 mrr& (a!51 MANHOLE FRAM AND COVER
635 STEEL STEP
S36 POL YP R OP4' LEVE PLASTIC STEP