HomeMy WebLinkAbout3444-9.. . .
. e
. E ,
. .B
0 -
I 4.1. *-n .
E00-0 TO 6
2 ;r t ROUNDED
� .� , .. ..
TO 75 mm A 1-i ! 11 - , :
AI
. t O. -j .
. - J.- - I ,4,po tA
-
A _-a'I 0
OF:SPUR..!
.. ".., - I - -
.. I . . Z% �.. .
I E
160 mm(61 ..
� . . I I, '�., z . .
I - � MIN. J_
- - -
: .. 441N4>f, .
. :
..... .. I
. .. �. I
-
. -
ALL STEEL REINF. 15M .
Q lob mm (84 6.4-i OC' J-
.E 4
. 6=1-, �
0-
I .08.T.A] L. '@`N!` P LAN
2 . 'T B. - (RlNdS� ... AND. COVER. NOT.SHOWN)
.
PLAN . . SEE -NOTE I .
(SHAFY..NOT SHOWN)
�
STREET GRADE . . . MANHOLE' FRAME CONCRETE' RINGt . STREET JAW *
. -
- I . AND COVER PER PER .STD.. PLAN 324' ST .G A E
. / :(426
0 610 Meet $TO.'.. PLAN 630 .OMIT 'THIS STEP: I . .. . / .Tjlm t:15 mm
�j (24 1 � .. IN PAVED ... . . ..... . - - / -RING SEAT
,
I . . MANHOLE ... . . . . . - . . . Lei
�D - CD . . , waJ
- 4 SHAFT :295 mtn.(§ i U) �
l_ . . .. U)W
1 , PER .STD. :406 'Mmi 061 Flop 8`1111 610 fin 14
: w . PLAN 324 PAVED STREETS. 1241 .' .
ui 10 I . . �. . -
0, (n E _' . .. 900 romls'-w). 6 50. Mm. (2 ... 21, L125 ow IS1 .- CQ .
. 0 . . STREETS FOR ON " '07 T... 1050 mow-6.1 t. d- lw� w
PAVED STREETS. - . Agri . I j
-11
, ou!ffim -I- � * h
.. a me I � ;x - ..
025. Mfli x 56: mm (S'ag') Pfft ttAy . I' 5 w
II-. -�� I . . . . i5 •.rnm a . w .
: �Lg ff 134:, 11 0 .e..
: -L &2I . ROUND EDGES .... VIA. .- V)
.
w . ;OF INLETS ljQ* ..
. . .ass, sag; I . . . . I .
- ,► 25 MM (51 .. . ..... .... ... 1;
.
I . . W_
. � = . . .1 0 ROUND EDOE.S.... . ..
. .
. Is . , .
.. j . . V/ L -. INLET ELEVATION
APPLIES AT THIS ;SECTION C -C
. . . .. ,. - -
: I - _ - -------- i 'POINT
.
SECTION 1 0 N� -A- A-
. ... .
.
STATION. LINE , '. I � . 900' -inm (3e -L.00)
- . . ..
. . . �
I . .
200 MM (a.) . I . .
...
..
•.. -
. . I I . STEPS.
.. .. I T . -. 4�O rnr6 (IS-) -
. I
- 75 ftn (3. . L.
II
I.11 .. d� I
160 MM W1 - I I 42T-200' mm (139. . I . 100 hm; (4')• . :
. .
200 rhm tol
-
200 mm (81 .... . I
I . .
. . :
OPTIONAL BOTTOM\ . SEED I
:
I : w
... .. .. . :
SECTION B -B. � TABLE OF- VALUES FOR M (SEE NOTE 1) ..--. ..... . ........... I
. .
. PAVE STREET .. - . . - I .. .. UNPAVED. 3 TREET
. :SECTION: MAX.. I _ MIN. . . '. - `I "' ...MAX.,. I MIN.- .
A -A . .. . ..... .. 186T mm (2'-10 1/2-11 1 ' .. . 'I 1060 MM (3'-6*)' -
. .-c-c , 282 mm.(111 1217 mm (8 1/21ICO mm (161) ! 380 mm 05"I �
_ � A
-
- . ... ... .
. ... . �.. . . . . .. ,
. . I . .. ..
. . AMERfcA .N. PUBLIC WORKS ASSOCIATION.-, SOUTHERN: CALIFORNIA CHAPTER ... ' . . . .
- .
1. � . . .. .
I FROMIJUAft MFMf ITTFM4. r
.. sTA".
A"' P
`
.MANHOLE PIPE TOPIPEONE OR. 30THmomPu&x%VM8T*MARww_
GMBOOKm :MAIN UNE ID'S 825mm(33'OR SMALLER) .
I
321.eal
I
ALY. ISO.. . . USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET: I OF 3.
.. ... •:
(Rev.. 3/29/99)
____ ___ I... ........... :....... .:..
: .
a NOTE :
WHEN
:.�DEP-TH - ..M:::. .. . FROM . :STRET: . G' t-: OERADtTHE:: : . TI OP1
O.F. THE BO:. X. : IS- LESS.
THAN 86.7 mmt2'-Id1/20) FOR PAVED: STREETS OR
1060 mft:(-3'-6"):FOR
. : UNPAVED- STREETS.. .C'ONSTRUCT'SHAtT PER:4ttTIbN; 0.-.:ANb otTAiL. -14ii.. :
a , . C_ :
.. I 1. N. . . .. -
DEPTH M:MAY: BE REDUCED T:
8E ABSPLUTE'LIMIT OF' 150' MITI: (6 8) WHEN.:
;
. .
- -
: I : LARGER VALUES OF- M.WOULD: REDUCE H: IN SE:CTI.ON--C C. TO;10$0,--mm (3"' 68)
. . : . i ''
OR LESS: . .. :
. .
� 2.: H .(-I. . ..... . _. . . . ... . . . . . . .
: : . :
N SECTIO_N:AA .AND B--!B)::SHALL .NOT'BE:LES'S: THAN * :
: . . .1.2 �n
(4: 6�01,. :
.
: T' MA.*'bt. INCREASED PR :
�
BUT . - . . OVIIJED THAT THE; VALUE. M SHALL No'.'r- :
:
6E ,LESS. THAN'THE** MINIMUM SPECJ P1 ED: .ANb`tWAT THE REDUCER'SHALL
q :
. :
I : BE USED: FOR: H (IN:SECTI.ONC-d) .SEE 'NO4E:i.
*
:
-3.:: ,L SHALL 13E 1.:2 m 41:40iUNLES6ft§W.
() s H'
i§t. SHOWN. L MAYBE IN'Ifn :
: . 1! :
I : (JAEASED.'OR: Lot-ATRWOF MIANHOLIE.'tHWTED efo:uwr PIP t.11NDS', SU.T':ANY::
: . . THE . .. . : I
: I '
: CHANGE� IN LOCATION -PF :SPUR Wtt BE :APPROVED. 13Y THE ENGINEER. 1
... . . w . ... . . . . :.
: :
I
. I 4. T SHALL BE 900 MM 191 FOR VALUEt Op*1 H'* -::UP' -TO AND INCLV0ING:'2*.4: m.
. :
�_
. : 09'�--O") AND� 250 Mrin OW) FOR:: 'VALUES OF H1 pVtA 9.4 m (a, :o-),.
a . I
. * : .
: - :
:
� 5. STAT I 6NS. .OF: MANHOLES tH�OWN ON PAOJECT :: DRAWINGS APPLY AT: :!. :
.. .. . - :
. . : .
; :
: - 'OWN AT:, CEN'
I *tl S'H' TER LME 01F .
. . :
. CENTER; -LINE OF'SHAFT. ELEVATIONg:AR I :
I. .. . . .
. : : , I
. � .
. .SHAFT AND REFER TOTHE PROLONGED -INVERT GRADE LI.NES .. ;SEt NOTE .3.. :
.
: .: 1'. 6R.M1 :
. . 6:: .REINFORCEMENT SHALL. d6kir .. . .... 0 AttM ' A :6 ' 15M. G"AOE..360(ASTM A 615.:
. "SHALL, TERMINATE -4b : m: (I ;(/29 . .
GRADE 40)..: AND - * M CLEAR OF:CONCRETE SURli" .
:FAC . I I N, - I
: ES:UNLESS OTHERWISE SHOW'
1
7.: rF-LvOON. yr N:."OU . SHALL 13E STEL; TROWELED tO:SPRING: :: LINE.-
!.
. . . . . . .
.0
. I - IN ORE.: CONTINUOUS oPERAfidN :
P-- MANHOLE, SHALL BE: POURED
. . : . I .
: .
: - - ' '
; :EXCEPT THATA CONSTRUCTION J.OINTWITH_-A LONGITUb INALREYWAY'
: . : . ... � .. ..
MAY BE NE' PLACED AT SPRING: LI
. : e
.... LINE..
I . . ... ... . . . . . . . . .
� :
I .
: .
. ;
'THICKNES.S...0F. THE DECK :SHALL. 'VARY WHEN'NECESS4RY TO:00O.Vibit:
. :
. I : :
. : ALEVEL SEAT. BUT SHALL. NOT BE::LtSt'THAk "2o*0 MITI. vgw): : :
... . :
. *
� � 10. . .STEPS.- :911'ALL: doNiFoRM'TO STANbAOD PLAN 6-1s. .OR .656'. UNLESS OtHER'WItt.-
. . STEPS. SHALL: .. .. .. .. .
. : :
w :SHOWN. !STEPS. SHALL: BE'UNIFORMLY:'SPACED -350 MM: 041: TO- •37:5 MITI' (15') � OC.
,
w I : t24df:Ab6Vt.;TkE LEDGE.'
:
: THE .LOWEST STEP .SHALL NOT BE MORE THAN 6do ITIM �
: 1* 1. ... ... . . I
.
� .AT TH*t'sibE OF T'kt-'WNk.6Lt..
a . . .
I
. . .
. .
. ..... ... ....__ ..__. ... .
; : I
AMERICAN PUBLIC WORKS.ASSOCIATION -:SOUTHERN CALIFORNIA CMPTR I _. :61ANDAAD A -AN
. MIETRIC:: .
. .
MANHOLE PIPE TO PIPE:
ONE `OR BOTH MAINLINE 1
. . MAIN .- -
I . I
:
:82'!•...-:.:1.
. :
: . : . : SHEET 2 -OF 3 .
. 826mrh (33") OR:SMALLER ) ;
]D'S� i . :
. . . .
-
. . . .
. . 11. THE FOLLOWING CRITERIA SHALL BE :USED FOR THIS MANHOLE: .
I
w A. MAIN LINE = 825 MM (330) ;INSIDE VAM&tER OR LESS-. (EXCEPTION -
IF THE MAIN LINE: RCP DOWNSTREAMMANHOLES OF THE;: ANHOL't' IS g.0 ,mm 0 13.6-)
.
TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE: ftP:UPSfREAM It
825 mm (33w) OR LESS:)STANDARD PLAN 320 OR STANDARD PLAN 322 IS'
: NOT APPLICABLE -WHERE THE MAIN LINE: CONDUIT IS LESS THAN 90*0 mm
. (564) IN DIAMETER.,
I
B. SEE SECTION, A.'" A. THE..MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE IjI'STANCE.FROM THE:
I
' ' ' i d
: OUTSIDE (TOP) OF THE LATERAL. TO THE BOTTOM OF THE 900: mro (80)�
THICK TOP OF tH.E1.MANH OLE' CHAMBER, MEASURED VERTICALLY FROM
. 1. I .. .
. THE END OF THE RCP. SHALL BE AI
-MNMUM 6F' ,150 �150 mm (6s). . .
. . ..... . . I
:
I
.
C. IF THE SIZE OF: TWE LATERAL IS.:SUCH THAT THE: ABOVE*�_SPECIPItb I
MINIMUM DISTANCES.. CANNOT BE. MAINTAINED.
. . THEN ONE 0F*THE
FOLLOWING ALTERNTE SOLUTIONS: MUST BE' USED:.
. :
.
1. PROVIDE A SPECIAL STRUCTURE.
I . . ..
-
-
. 2. PROVIDE TWO. STANDARD .STRUCTURES, tON'SI'9T'I4G' ' " '"
MANHOLE . . . .. .... . .. . OF THjS.
..
MANHOLE PLACED UPSTREAM OR, DOWNSTREAM FROM THE. APPLICABLE
. .
JUNCTION STRUCTURE -OR TRANSITION STRUCTURE.:
I . .
. I 124 MANHOLE FRAME AND:.dOVER SHALL CONFORM TO. 'STANDARD PLAN: 630 .
I
I
: UNLESS 6THERWISE SHOWN. .
I
13. . MANHOLE. SHAFT SHALL CONFORM TO STANDARD PLAN 394 UNLESS
. OTHERWISE, SHOWN. .. . � I
I
14. WHERE A MANHOLE SHAFT'.. -900..mm (36") WITHOUT Rr-bU'dtR ls
REFER
. .. . . - .
SPECIFIED REFER TO STANDARD PLAN. '336. I
15. WHERE. A PRESSURE MANHOLE -SHAFT - WiTH' '* REDUCER IS
SPECIIED REFER TO STANDARD PLAN 328. ,ECCENTRICI.. .
-
I
16. WHERE A PRESSURE MANHOLE -9HAPT - 914 MITI (36l) WITHOUT REDUCER
IS SPECIFIED REFER TO �STANDARD PLAN 329.
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. EXCEPT REINFORCING
UNITS I . �
BAR SIZES IN ENGLISH UN . ITS MAY BE:SUBSTITUTED FOR METRIC BAR SIZES.
F
IENGLISH UNITS ARE USED; :ALL VALUES:USED FOR::CONSTRUCTION SHALL BE
ENGLISH UNITS. ..
. . .
. THE FOLLOWING STANDARDPLAN9 ARE. INCORPORATED HEREIN*.
. . . . . ..
.
324 MANHOLE SHAFT -WITH. -ECCENTRIC REDUCER:
. . . . .
.326 MANHOLE SHAFT - 900 min (36*) WITHOUT REDUCER
328 PRESSURE MANHOLE. SHAFT " WITH ECCENTRIC * '
. .
PRESSURE:
. ;SHAFT - 9144nm (3611) WITHOUT'REDUtEll-
630 610 mm (24") MANHOLE FRAME ANO COVER- ..
633 .9.14 mm.(36.1
1) MANHOLE FRAME AND COVER
.. I
. . .
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
I I
:
. .. .. ... .. . :
. ...
.
.AMERICAN PUBLIC WO . R . KS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER S'fM_DAAD PLAN '
.MANHOLE. PIPE TO PIPE (ON OR BOTH, MAINLINE . METRIC :
. 1 321. -1
I ID'S 825mm (33") OR SMALLER) SHEET I 9OP3
. .
S. -45%(i4l) i OARS. . :4 A : '.M . 60TIdNAL
. I
1.4:M (41'86) LONG;. . : ..ROUR0.t0'?5 mm (.t' ...1.2
) R � :
. OUTSIDE
75;,m*1m_-(3`J -OC CONTINUE . OPTIONAL FILLET : (41-09). .1
.0 : EDGE OF
ADDITIONAL OARS::
• 329
- �
:
56PS"Tn ... U'a 7 I O' N. Ski& i 60 4
.. .. . . .. . . 0
�- t SHAFT-
�
� 125.mm,x 50 ' mm (51 xi')
I -.PIPE SEAT
CEI S
i " 00'"o
i4
. .�.
P BARS
0 IOAR9
I
t,
!1OUND Eades
. I 10
) R i 7*Nli r I
I I
"�.--
N:
150 .IiIm
(64 OC TO. INSIDE
. : *
. :
EDGE- OF MANHOLE'
c
IV�t
e.I..:
. . ;
.. .: : . .
125. CONCRETE
Mm. x 50 mm; (Swi 150-*ftift. (64) -41404) N
. : BARS: 900 mm
2"):PIPE, I-- I.. .
. ... � .: II01-06) LONG
. . . ANY'STANDARD:
3 DARS. 75--M_
. .. PIPE JOINT:
: q : :
(39. OC,'CONTINUE DETA I N w :
150 M10160) Oc . %;_ :
tkikd§ AND COVER NOT .SHOWN) :
I " .
4-'20M( 6) E'BA SPt SEE NOTE 1: :
SEE NOTE .3
16M 0:.. �440:
45O:mm-fs3-- - 'zt, ii
Al. -0 w
OR #4:-0-19 � 6) OC - -_
TIE ��z Of
GARS'-
I :
I ... :
A 6 1
,
: 0BARS -
:
:
. . . :
t. Nt w ... . :STREET
,
8TATib)t 0 = KN, I D.
. : ..
MADE :
I . . OF:iSPUR.:*
. ... : . :
. . .ij
WITH A MAX: I :
: . . .
. .. . .MANHOLE
w .
OF ioSO inn AND COYER:PER
: I . Via, (31-6w) :: wSTD.- PLAN.630 :
: - - : :
_. w MANHOLE . : I
: . I . .. . ._j :
. . SHAFT
. . .PER. STD:
:PLA�
N TD�: , :
F- 0 !: :
BARS: :
.(SHAFTSHAFT NOT SHOWN) : PLAN 324 ;j : .. .
-1. : ."_ Id.:
. . .. .... ... . ., TIE: BARS
STEPS I . ,. :
F BARS
1l .... I.. . .
. : I ��'TIE BARS!K
� u ,
: 91 -
:7: :
: r BARS . . . .. . :
: 05::
: .mm x 50 -am
Wig,)
:
. � .
. PIPE SEAT : I
; Tit &_� S. I . .
a BARSPIP" :1 . �-A BAR 1126 lim. .
: . .
ELI,V W 1(5 - - 1; 90
: . : . j.
EL-Ev.:,3
.. :-. .1 ..
: .
' :
: . . . �G ARS
:
: � I --6---v-w-
: . . 50 MM (04� 0 Is") I
OC BOTH. WAYS, TO BE '
.. . . .
: . ISM 0-:450 f4hj#4 .0 1891 OC : USEO:WHEN 8 IS 1500mm -
: . : ..
I
: BOTH WAYS
... :TO.. BE! USED ' (601) .OR MORE
a . � I
WH
. . . ..
: . . ORTMOU IS`1500 hwfi (6.0")
11 I :
I :
. . :
... CONCRETE'RINGS PER
CONCRETE
w . OMIT. THIS STEP' 15M :O 37[): PLAN; .324
.� 95
. PAVED STREETS . 01�. I-* Im
. w : i 5 I REET. GRADE
. . � H BPI" . . 125-Ift x'2'5:mm-(S" x 18)
: . .. . I . ,, 2 .j RING SEAT'
:
. 150 ftvi:(6) , w
.w ,
. *
400, MM ow) FOR; PAVED
�150'mM:(65)
s. . 1
:
I
: . STREETS. .650. mm (21-28;: H .
BAR:
. FOR UNPAVED STREETS . .
: . . w_%
:
Iso mm ('66) . -
: - "'.VARIABLE
:
:
. : .
:
: Tit BAR: S* I : e: 13AAS
: . . :
:-TIE BARS
: .
:
� r J BAR%
.
. . . !
I . . .. . NbuIn EDGES: EDGESTO
. .
. :
: mm75 : (39 R
I
. :
# - :
SEC. : N
� I _c
T[O' C-
. . . . . . .
-"-A% _
=
- - -
111111111-bla!L1111- ��TL__Ill .
� NW -77111 IFW =1z-w,7T,f-T1�11ii1iiiii1 u-x-3FwN11-1x-,1 air-xlim
wklui= EF -11 U-1 RFMr-1FT_=E1-11L-jt-wA 111=11K-XV111111
F.'I'Uo1TXi-loli�l.IsIol7t,-,N(EEWI 11w•sf1_xT1_1_.wcjrA1L Fx613r-x1_rfw7_w111_x�x;Vn
l*zi;r,1,ffTzf_jA2§'r'iIju -
ENERj1L�j_u:L6A-Ma MA
=111111111111111,2�1111111111111 L��mmomr_�_�oloomiLli.
==@ �� 9 T_1ff7=1wpw - 11111110411 -w -A
w-w-=FMc-.wffg1w4Tw,-.,wr1 'e"l•KIERL-,M(19=Frr.x,-"-,Wrl-ia I
PUBLIC
AMERICAN PBLCWORKS AsgociAtbN -.SOUTHERN dAL10.1d1ki NIA CHAPTER I
:
-
; : ... :
: : :STANDARD PLAN'
PROMULGATED DY.THE
PUBLIC WORKS STAWARDS M., MAN HOLE PIPE TO PIPE I .: MMIC
. I -1 . . :
. . : .:
GREENWOKCOMMMME . .: ai
: .
: A992 :(LARGE SIDE INLET) 322 1 1
:
: REV.-INO ; USE WITH l4TANDARD CIFICATIONS FOR PUBLIC WORK8:
__ DO
900 Mm (36-r- 195 mm (eil2l *1
975 nun. 139" %s
1050 men R7211 _� I
7SEMI I
("'t
KA nm 215 _1 Wmm
18 1/241 ..
- �
ma r -070- AM 19-5 .
n
1425 mm
159 Nn (9 Im
.11 I M g 0
1650 MM 26§0 M V0'11/41":. -
' 275 nn
1800 mm (724) 280 mrs 01.) .
_1950 -T6-6 MM (11 3/44
-2100 n" (8411 320 mm (I? I/a!)
g250 335 mm (13 1/40) - .
--2400 355 mm (141) .
2550- wwn (1021 395 mfn (15 1/24)
2700 mm (10811
_?850 wn,(1141) 51-0 /?*)
�Ooo own 436 M III -5 p),
315 0 mm MM 417'1
3300 _mT13T_ 445 911 I
1-
3450 "wn (13811, 44* mm 117 1/41)
1
00: (144'1 1 455 mm (lall -
TABLE CGWF LIES FOR -T
- .. ... . . T
300 mm OL") 1
4
75 nwn (1511 Iggpl(W;�1 ..
0 MM (18*1 110 Mm
OIL - - - 125 wn (501
135 MM is 144,617
MM
750 mm (Z-0* 150 MM .
825
M 11
3150 MM (11011 I.F1 .. -
3300 459 g 1, 4
133 1 4 5:;g 117
4.! 3 117 In
HGG0 nwn (144") j 455 mm11811
.. . . .. . . .
-
.
AMERICAN PUBLIC WORKS. ASSOCIATION - -SOUTHERN CALIFORNIA CHAPTER. : STAN I DARD PLAN
, . . . ..
'METRIC: . '
.
. :
. MANHOLE PIPE70 PIP'E'::(LARGE SIDE INLET). 322-1
- . SHEET 2 OF 4' -
.
...
mm
mm mm mea 90• men 96•
: -NOTES
: _.
. . `01:
: - ....
. : 1: VALUES FOR, Ai 'Be -C. 'DI i Op ELEVATION R-AND ELEVATION t:ARE
I .1
SHOWN ON THE. PROJECT DRAWINGS. ELEVATION S APPLIES AT .1Wgibt
:
WALL .
. WALL�OP $TRUOTUR'... :
.: , E.:
. �
:2 . .. ...
: :
WHEN:DEPTH M:FR0M:8TREtf:: 'GRADE: T .
O THE:`TOP OF: THE- BOX IS Ltgt- .
. . . .
�
. :
.867 rA'mj2'-10. f/2'-) FOR PAVED- STREETS OR .10,60 IT11711,13,1- `1 #6A :
.: . . .
THAN:
_. .
. 6 :
UNPAVED :$TREETt'i CONSTRUCT MONOLITHIC SHAFT PER SECTION 0-d AND :
.: . . . I
:
DETAIL "Niv SHAFT FOR, ANY DEPTH .OF MANHOLE MAY: BE CONSTRUCTED :
.: .
.: . 00 I ... .. . .
.: PER SECTION`C-C, WHEN DIAMETER bj IS 1200: Mmh (4-61" LES8j CENTER.
: w . . :
:-
.: : OF SHAFT MAY- BELO'CATED. PER NOTE S'.
I ...
. : . .
-
:
.: .3. CENTER OF MANHOLE 914APT,!�HALL BE. LOCATED OVER: CENVER: L*I*NE'-.dP :
STORM . I
.. :
; .
CASE -
STORM DRAIN:WHEN DIAMETEWDI lb.,1900 mih(48.ff)-'Ok LESS... IN Wk. -ICH :
. : .. :
. :
: PLACE E BARS
SYMMETRICALLY: : AROUND SHAFT: AT 45": WITH
: CENTER LINE.:
I .
: 4. LENGTH' OF MANHOLE MAY 9'E".iINCREASED AT OPTION tO MEtt::PIF.$E.tNDS:
: . .. 1. :
: .
BUT ANY :CHANGE IN LoCATION:OF SPUR MUST BE APPROVED 8Y' THE;: '
: . . .
.ENGINEER.
..
. .
: . . LESS .
: 5:: :P SHALL BEI
25: mm 0n) FSR' 62' P-4 0.0 "
: . .
. ).:: . � rft (96). OR. LESS: AND, 900 mm:,.(89)
. I
.FOR D2 OVEk 2406 mm_:_(96_
. .. :
. . :
. .
: S.: 'RPO:
EINRCEMENT SHALL CONFOPM TO AS`TM'A dl5 -09ADE.:.-3001ASTM A 615.: :
- .
'
.GRADE 40). -ANDMe . SHALL TERMINATE 40 i i
:
mm (I 1/2")'.CLEAR' dF:.CONCRETE. SUR-::
: T.HEAWISE �SHOWN.
.
:
: NHdLt tHALL:-B,E STEEL �TROWELED TO ORING LINE.
: : . ... ... ... : :
, ..
;
: w . . , . _.. . :
:
: Is.: bb& OF MANHOLE SHALL. BE 'POURED: IN 6Nt;::CONTINUOUS 0PERATION. :
: I .
: I :
: . . .. �
: . EXCEPT THATA CONSTRUCTION JOINT' WITH 4.1-6kidiT � U . DiNAL . KEYWAY: :
: . . . : :
: :
;
MAY BE PLACED Af:SPRINd LINE.
k-
: ' :
: 9.: THICKNESS OFi THE DECK SHALL VARY '-WNtN'. NECESSARY �TO:PROVIDE, -A
;. .
.LEVEL::SEAt BUT SHALL NOT BE LESS:: THAN THE TABULAR VA
LUES p
: . TABLE: . . . .
F.SHO,WN:ON TABLE, S W, I.
. .
..
. .
: 10.1 IF LATERALS ENTER ON BOTH:'SIDES OF MANH-bLE. SHAFT .$HALL.
; BE.
.. 1. : 0
. : p
: . .
. : .
.LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.' :
. . :
.
: . I .
. ; IL.: .STEPS. $.HALL: :.CONFORM TO STANDARID:i 'PLAN .635 .OR 636-.UNLES*�S 61-AtRwi§t:
: .. :
'SHOWN, STEPS SHA
LL' BE� UNIFACES 7: FLOOR TORMLY';SPA* 350: wn (1.41). TO'3'j-5-'(1511):
. . I . . . . ... .. CED
. min '
. THE LOWEST .STEP SHALL NOT .BE.: MORE. THAN 600 mm tl4w) ABOVE T'HE..INV "
:, ..
.
. ERT.
. .
:
12. THE . FOLLOWING;: * : CR I
TER: I A 'SH A:LL BE - U:. $ ED rb 0. THIS MANHOLE;
ANHOLE
. : I .
w : - .
'
: A. THIS STANDARD: PLAN IS- USED WHEN STANDARD: PLAN 320 :19 INADE��
:.
: ' . .. ,.,
w . :QUATE. *MAIN LINE'' '96b mM (�67) INSIDE DIAMETER OR: LARGER:
:
=
. .!, . . .. :
. :
. :
. : B.
LA
TEI RAL. . :- 3
06 : mm (12')
m(122) TO :360I. .0: mm 44'"
..'0)-1NI §: I. DE.- 0 1 -A.: M-E
T.ER:::.:
HOW; EVE::::
R*,
.THE INSIDE OIAMEttk SHALL NOT EXCEED. THE INSIDEElAMtItl 0THE.MAIN LINE.
- . .. .. q . . .:. ...... . : . . _... : . :
wI. ...... . . . ... .. .... :
.: ... . . .
.: . AMERICAN PUBLIC W04XS ASSOCIATIONA. : SOUTHERN: CALIFORN '
.. I - [A CHAPTER: STANDARD OLAN:
.. . :
. .
).
M. E- T =
MANHOLE PIPE TO:PIPE LARGE SINE INLET' : 322 --
1:
SH.EET.iOP-4
-
:
. :..
I � I
. .
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
• 329
- �
:
56PS"Tn ... U'a 7 I O' N. Ski& i 60 4
.. .. . . .. . . 0
�- t SHAFT-
�
� 125.mm,x 50 ' mm (51 xi')
I -.PIPE SEAT
CEI S
i " 00'"o
i4
. .�.
P BARS
0 IOAR9
I
t,
!1OUND Eades
. I 10
) R i 7*Nli r I
I I
"�.--
N:
150 .IiIm
(64 OC TO. INSIDE
. : *
. :
EDGE- OF MANHOLE'
c
IV�t
e.I..:
. . ;
.. .: : . .
125. CONCRETE
Mm. x 50 mm; (Swi 150-*ftift. (64) -41404) N
. : BARS: 900 mm
2"):PIPE, I-- I.. .
. ... � .: II01-06) LONG
. . . ANY'STANDARD:
3 DARS. 75--M_
. .. PIPE JOINT:
: q : :
(39. OC,'CONTINUE DETA I N w :
150 M10160) Oc . %;_ :
tkikd§ AND COVER NOT .SHOWN) :
I " .
4-'20M( 6) E'BA SPt SEE NOTE 1: :
SEE NOTE .3
16M 0:.. �440:
45O:mm-fs3-- - 'zt, ii
Al. -0 w
OR #4:-0-19 � 6) OC - -_
TIE ��z Of
GARS'-
I :
I ... :
A 6 1
,
: 0BARS -
:
:
. . . :
t. Nt w ... . :STREET
,
8TATib)t 0 = KN, I D.
. : ..
MADE :
I . . OF:iSPUR.:*
. ... : . :
. . .ij
WITH A MAX: I :
: . . .
. .. . .MANHOLE
w .
OF ioSO inn AND COYER:PER
: I . Via, (31-6w) :: wSTD.- PLAN.630 :
: - - : :
_. w MANHOLE . : I
: . I . .. . ._j :
. . SHAFT
. . .PER. STD:
:PLA�
N TD�: , :
F- 0 !: :
BARS: :
.(SHAFTSHAFT NOT SHOWN) : PLAN 324 ;j : .. .
-1. : ."_ Id.:
. . .. .... ... . ., TIE: BARS
STEPS I . ,. :
F BARS
1l .... I.. . .
. : I ��'TIE BARS!K
� u ,
: 91 -
:7: :
: r BARS . . . .. . :
: 05::
: .mm x 50 -am
Wig,)
:
. � .
. PIPE SEAT : I
; Tit &_� S. I . .
a BARSPIP" :1 . �-A BAR 1126 lim. .
: . .
ELI,V W 1(5 - - 1; 90
: . : . j.
EL-Ev.:,3
.. :-. .1 ..
: .
' :
: . . . �G ARS
:
: � I --6---v-w-
: . . 50 MM (04� 0 Is") I
OC BOTH. WAYS, TO BE '
.. . . .
: . ISM 0-:450 f4hj#4 .0 1891 OC : USEO:WHEN 8 IS 1500mm -
: . : ..
I
: BOTH WAYS
... :TO.. BE! USED ' (601) .OR MORE
a . � I
WH
. . . ..
: . . ORTMOU IS`1500 hwfi (6.0")
11 I :
I :
. . :
... CONCRETE'RINGS PER
CONCRETE
w . OMIT. THIS STEP' 15M :O 37[): PLAN; .324
.� 95
. PAVED STREETS . 01�. I-* Im
. w : i 5 I REET. GRADE
. . � H BPI" . . 125-Ift x'2'5:mm-(S" x 18)
: . .. . I . ,, 2 .j RING SEAT'
:
. 150 ftvi:(6) , w
.w ,
. *
400, MM ow) FOR; PAVED
�150'mM:(65)
s. . 1
:
I
: . STREETS. .650. mm (21-28;: H .
BAR:
. FOR UNPAVED STREETS . .
: . . w_%
:
Iso mm ('66) . -
: - "'.VARIABLE
:
:
. : .
:
: Tit BAR: S* I : e: 13AAS
: . . :
:-TIE BARS
: .
:
� r J BAR%
.
. . . !
I . . .. . NbuIn EDGES: EDGESTO
. .
. :
: mm75 : (39 R
I
. :
# - :
SEC. : N
� I _c
T[O' C-
. . . . . . .
-"-A% _
=
- - -
111111111-bla!L1111- ��TL__Ill .
� NW -77111 IFW =1z-w,7T,f-T1�11ii1iiiii1 u-x-3FwN11-1x-,1 air-xlim
wklui= EF -11 U-1 RFMr-1FT_=E1-11L-jt-wA 111=11K-XV111111
F.'I'Uo1TXi-loli�l.IsIol7t,-,N(EEWI 11w•sf1_xT1_1_.wcjrA1L Fx613r-x1_rfw7_w111_x�x;Vn
l*zi;r,1,ffTzf_jA2§'r'iIju -
ENERj1L�j_u:L6A-Ma MA
=111111111111111,2�1111111111111 L��mmomr_�_�oloomiLli.
==@ �� 9 T_1ff7=1wpw - 11111110411 -w -A
w-w-=FMc-.wffg1w4Tw,-.,wr1 'e"l•KIERL-,M(19=Frr.x,-"-,Wrl-ia I
PUBLIC
AMERICAN PBLCWORKS AsgociAtbN -.SOUTHERN dAL10.1d1ki NIA CHAPTER I
:
-
; : ... :
: : :STANDARD PLAN'
PROMULGATED DY.THE
PUBLIC WORKS STAWARDS M., MAN HOLE PIPE TO PIPE I .: MMIC
. I -1 . . :
. . : .:
GREENWOKCOMMMME . .: ai
: .
: A992 :(LARGE SIDE INLET) 322 1 1
:
: REV.-INO ; USE WITH l4TANDARD CIFICATIONS FOR PUBLIC WORK8:
__ DO
900 Mm (36-r- 195 mm (eil2l *1
975 nun. 139" %s
1050 men R7211 _� I
7SEMI I
("'t
KA nm 215 _1 Wmm
18 1/241 ..
- �
ma r -070- AM 19-5 .
n
1425 mm
159 Nn (9 Im
.11 I M g 0
1650 MM 26§0 M V0'11/41":. -
' 275 nn
1800 mm (724) 280 mrs 01.) .
_1950 -T6-6 MM (11 3/44
-2100 n" (8411 320 mm (I? I/a!)
g250 335 mm (13 1/40) - .
--2400 355 mm (141) .
2550- wwn (1021 395 mfn (15 1/24)
2700 mm (10811
_?850 wn,(1141) 51-0 /?*)
�Ooo own 436 M III -5 p),
315 0 mm MM 417'1
3300 _mT13T_ 445 911 I
1-
3450 "wn (13811, 44* mm 117 1/41)
1
00: (144'1 1 455 mm (lall -
TABLE CGWF LIES FOR -T
- .. ... . . T
300 mm OL") 1
4
75 nwn (1511 Iggpl(W;�1 ..
0 MM (18*1 110 Mm
OIL - - - 125 wn (501
135 MM is 144,617
MM
750 mm (Z-0* 150 MM .
825
M 11
3150 MM (11011 I.F1 .. -
3300 459 g 1, 4
133 1 4 5:;g 117
4.! 3 117 In
HGG0 nwn (144") j 455 mm11811
.. . . .. . . .
-
.
AMERICAN PUBLIC WORKS. ASSOCIATION - -SOUTHERN CALIFORNIA CHAPTER. : STAN I DARD PLAN
, . . . ..
'METRIC: . '
.
. :
. MANHOLE PIPE70 PIP'E'::(LARGE SIDE INLET). 322-1
- . SHEET 2 OF 4' -
.
...
mm
mm mm mea 90• men 96•
: -NOTES
: _.
. . `01:
: - ....
. : 1: VALUES FOR, Ai 'Be -C. 'DI i Op ELEVATION R-AND ELEVATION t:ARE
I .1
SHOWN ON THE. PROJECT DRAWINGS. ELEVATION S APPLIES AT .1Wgibt
:
WALL .
. WALL�OP $TRUOTUR'... :
.: , E.:
. �
:2 . .. ...
: :
WHEN:DEPTH M:FR0M:8TREtf:: 'GRADE: T .
O THE:`TOP OF: THE- BOX IS Ltgt- .
. . . .
�
. :
.867 rA'mj2'-10. f/2'-) FOR PAVED- STREETS OR .10,60 IT11711,13,1- `1 #6A :
.: . . .
THAN:
_. .
. 6 :
UNPAVED :$TREETt'i CONSTRUCT MONOLITHIC SHAFT PER SECTION 0-d AND :
.: . . . I
:
DETAIL "Niv SHAFT FOR, ANY DEPTH .OF MANHOLE MAY: BE CONSTRUCTED :
.: .
.: . 00 I ... .. . .
.: PER SECTION`C-C, WHEN DIAMETER bj IS 1200: Mmh (4-61" LES8j CENTER.
: w . . :
:-
.: : OF SHAFT MAY- BELO'CATED. PER NOTE S'.
I ...
. : . .
-
:
.: .3. CENTER OF MANHOLE 914APT,!�HALL BE. LOCATED OVER: CENVER: L*I*NE'-.dP :
STORM . I
.. :
; .
CASE -
STORM DRAIN:WHEN DIAMETEWDI lb.,1900 mih(48.ff)-'Ok LESS... IN Wk. -ICH :
. : .. :
. :
: PLACE E BARS
SYMMETRICALLY: : AROUND SHAFT: AT 45": WITH
: CENTER LINE.:
I .
: 4. LENGTH' OF MANHOLE MAY 9'E".iINCREASED AT OPTION tO MEtt::PIF.$E.tNDS:
: . .. 1. :
: .
BUT ANY :CHANGE IN LoCATION:OF SPUR MUST BE APPROVED 8Y' THE;: '
: . . .
.ENGINEER.
..
. .
: . . LESS .
: 5:: :P SHALL BEI
25: mm 0n) FSR' 62' P-4 0.0 "
: . .
. ).:: . � rft (96). OR. LESS: AND, 900 mm:,.(89)
. I
.FOR D2 OVEk 2406 mm_:_(96_
. .. :
. . :
. .
: S.: 'RPO:
EINRCEMENT SHALL CONFOPM TO AS`TM'A dl5 -09ADE.:.-3001ASTM A 615.: :
- .
'
.GRADE 40). -ANDMe . SHALL TERMINATE 40 i i
:
mm (I 1/2")'.CLEAR' dF:.CONCRETE. SUR-::
: T.HEAWISE �SHOWN.
.
:
: NHdLt tHALL:-B,E STEEL �TROWELED TO ORING LINE.
: : . ... ... ... : :
, ..
;
: w . . , . _.. . :
:
: Is.: bb& OF MANHOLE SHALL. BE 'POURED: IN 6Nt;::CONTINUOUS 0PERATION. :
: I .
: I :
: . . .. �
: . EXCEPT THATA CONSTRUCTION JOINT' WITH 4.1-6kidiT � U . DiNAL . KEYWAY: :
: . . . : :
: :
;
MAY BE PLACED Af:SPRINd LINE.
k-
: ' :
: 9.: THICKNESS OFi THE DECK SHALL VARY '-WNtN'. NECESSARY �TO:PROVIDE, -A
;. .
.LEVEL::SEAt BUT SHALL NOT BE LESS:: THAN THE TABULAR VA
LUES p
: . TABLE: . . . .
F.SHO,WN:ON TABLE, S W, I.
. .
..
. .
: 10.1 IF LATERALS ENTER ON BOTH:'SIDES OF MANH-bLE. SHAFT .$HALL.
; BE.
.. 1. : 0
. : p
: . .
. : .
.LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.' :
. . :
.
: . I .
. ; IL.: .STEPS. $.HALL: :.CONFORM TO STANDARID:i 'PLAN .635 .OR 636-.UNLES*�S 61-AtRwi§t:
: .. :
'SHOWN, STEPS SHA
LL' BE� UNIFACES 7: FLOOR TORMLY';SPA* 350: wn (1.41). TO'3'j-5-'(1511):
. . I . . . . ... .. CED
. min '
. THE LOWEST .STEP SHALL NOT .BE.: MORE. THAN 600 mm tl4w) ABOVE T'HE..INV "
:, ..
.
. ERT.
. .
:
12. THE . FOLLOWING;: * : CR I
TER: I A 'SH A:LL BE - U:. $ ED rb 0. THIS MANHOLE;
ANHOLE
. : I .
w : - .
'
: A. THIS STANDARD: PLAN IS- USED WHEN STANDARD: PLAN 320 :19 INADE��
:.
: ' . .. ,.,
w . :QUATE. *MAIN LINE'' '96b mM (�67) INSIDE DIAMETER OR: LARGER:
:
=
. .!, . . .. :
. :
. :
. : B.
LA
TEI RAL. . :- 3
06 : mm (12')
m(122) TO :360I. .0: mm 44'"
..'0)-1NI §: I. DE.- 0 1 -A.: M-E
T.ER:::.:
HOW; EVE::::
R*,
.THE INSIDE OIAMEttk SHALL NOT EXCEED. THE INSIDEElAMtItl 0THE.MAIN LINE.
- . .. .. q . . .:. ...... . : . . _... : . :
wI. ...... . . . ... .. .... :
.: ... . . .
.: . AMERICAN PUBLIC W04XS ASSOCIATIONA. : SOUTHERN: CALIFORN '
.. I - [A CHAPTER: STANDARD OLAN:
.. . :
. .
).
M. E- T =
MANHOLE PIPE TO:PIPE LARGE SINE INLET' : 322 --
1:
SH.EET.iOP-4
-
:
. :..
I � I
. .
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
N:
150 .IiIm
(64 OC TO. INSIDE
. : *
. :
EDGE- OF MANHOLE'
c
IV�t
e.I..:
. . ;
.. .: : . .
125. CONCRETE
Mm. x 50 mm; (Swi 150-*ftift. (64) -41404) N
. : BARS: 900 mm
2"):PIPE, I-- I.. .
. ... � .: II01-06) LONG
. . . ANY'STANDARD:
3 DARS. 75--M_
. .. PIPE JOINT:
: q : :
(39. OC,'CONTINUE DETA I N w :
150 M10160) Oc . %;_ :
tkikd§ AND COVER NOT .SHOWN) :
I " .
4-'20M( 6) E'BA SPt SEE NOTE 1: :
SEE NOTE .3
16M 0:.. �440:
45O:mm-fs3-- - 'zt, ii
Al. -0 w
OR #4:-0-19 � 6) OC - -_
TIE ��z Of
GARS'-
I :
I ... :
A 6 1
,
: 0BARS -
:
:
. . . :
t. Nt w ... . :STREET
,
8TATib)t 0 = KN, I D.
. : ..
MADE :
I . . OF:iSPUR.:*
. ... : . :
. . .ij
WITH A MAX: I :
: . . .
. .. . .MANHOLE
w .
OF ioSO inn AND COYER:PER
: I . Via, (31-6w) :: wSTD.- PLAN.630 :
: - - : :
_. w MANHOLE . : I
: . I . .. . ._j :
. . SHAFT
. . .PER. STD:
:PLA�
N TD�: , :
F- 0 !: :
BARS: :
.(SHAFTSHAFT NOT SHOWN) : PLAN 324 ;j : .. .
-1. : ."_ Id.:
. . .. .... ... . ., TIE: BARS
STEPS I . ,. :
F BARS
1l .... I.. . .
. : I ��'TIE BARS!K
� u ,
: 91 -
:7: :
: r BARS . . . .. . :
: 05::
: .mm x 50 -am
Wig,)
:
. � .
. PIPE SEAT : I
; Tit &_� S. I . .
a BARSPIP" :1 . �-A BAR 1126 lim. .
: . .
ELI,V W 1(5 - - 1; 90
: . : . j.
EL-Ev.:,3
.. :-. .1 ..
: .
' :
: . . . �G ARS
:
: � I --6---v-w-
: . . 50 MM (04� 0 Is") I
OC BOTH. WAYS, TO BE '
.. . . .
: . ISM 0-:450 f4hj#4 .0 1891 OC : USEO:WHEN 8 IS 1500mm -
: . : ..
I
: BOTH WAYS
... :TO.. BE! USED ' (601) .OR MORE
a . � I
WH
. . . ..
: . . ORTMOU IS`1500 hwfi (6.0")
11 I :
I :
. . :
... CONCRETE'RINGS PER
CONCRETE
w . OMIT. THIS STEP' 15M :O 37[): PLAN; .324
.� 95
. PAVED STREETS . 01�. I-* Im
. w : i 5 I REET. GRADE
. . � H BPI" . . 125-Ift x'2'5:mm-(S" x 18)
: . .. . I . ,, 2 .j RING SEAT'
:
. 150 ftvi:(6) , w
.w ,
. *
400, MM ow) FOR; PAVED
�150'mM:(65)
s. . 1
:
I
: . STREETS. .650. mm (21-28;: H .
BAR:
. FOR UNPAVED STREETS . .
: . . w_%
:
Iso mm ('66) . -
: - "'.VARIABLE
:
:
. : .
:
: Tit BAR: S* I : e: 13AAS
: . . :
:-TIE BARS
: .
:
� r J BAR%
.
. . . !
I . . .. . NbuIn EDGES: EDGESTO
. .
. :
: mm75 : (39 R
I
. :
# - :
SEC. : N
� I _c
T[O' C-
. . . . . . .
-"-A% _
=
- - -
111111111-bla!L1111- ��TL__Ill .
� NW -77111 IFW =1z-w,7T,f-T1�11ii1iiiii1 u-x-3FwN11-1x-,1 air-xlim
wklui= EF -11 U-1 RFMr-1FT_=E1-11L-jt-wA 111=11K-XV111111
F.'I'Uo1TXi-loli�l.IsIol7t,-,N(EEWI 11w•sf1_xT1_1_.wcjrA1L Fx613r-x1_rfw7_w111_x�x;Vn
l*zi;r,1,ffTzf_jA2§'r'iIju -
ENERj1L�j_u:L6A-Ma MA
=111111111111111,2�1111111111111 L��mmomr_�_�oloomiLli.
==@ �� 9 T_1ff7=1wpw - 11111110411 -w -A
w-w-=FMc-.wffg1w4Tw,-.,wr1 'e"l•KIERL-,M(19=Frr.x,-"-,Wrl-ia I
PUBLIC
AMERICAN PBLCWORKS AsgociAtbN -.SOUTHERN dAL10.1d1ki NIA CHAPTER I
:
-
; : ... :
: : :STANDARD PLAN'
PROMULGATED DY.THE
PUBLIC WORKS STAWARDS M., MAN HOLE PIPE TO PIPE I .: MMIC
. I -1 . . :
. . : .:
GREENWOKCOMMMME . .: ai
: .
: A992 :(LARGE SIDE INLET) 322 1 1
:
: REV.-INO ; USE WITH l4TANDARD CIFICATIONS FOR PUBLIC WORK8:
__ DO
900 Mm (36-r- 195 mm (eil2l *1
975 nun. 139" %s
1050 men R7211 _� I
7SEMI I
("'t
KA nm 215 _1 Wmm
18 1/241 ..
- �
ma r -070- AM 19-5 .
n
1425 mm
159 Nn (9 Im
.11 I M g 0
1650 MM 26§0 M V0'11/41":. -
' 275 nn
1800 mm (724) 280 mrs 01.) .
_1950 -T6-6 MM (11 3/44
-2100 n" (8411 320 mm (I? I/a!)
g250 335 mm (13 1/40) - .
--2400 355 mm (141) .
2550- wwn (1021 395 mfn (15 1/24)
2700 mm (10811
_?850 wn,(1141) 51-0 /?*)
�Ooo own 436 M III -5 p),
315 0 mm MM 417'1
3300 _mT13T_ 445 911 I
1-
3450 "wn (13811, 44* mm 117 1/41)
1
00: (144'1 1 455 mm (lall -
TABLE CGWF LIES FOR -T
- .. ... . . T
300 mm OL") 1
4
75 nwn (1511 Iggpl(W;�1 ..
0 MM (18*1 110 Mm
OIL - - - 125 wn (501
135 MM is 144,617
MM
750 mm (Z-0* 150 MM .
825
M 11
3150 MM (11011 I.F1 .. -
3300 459 g 1, 4
133 1 4 5:;g 117
4.! 3 117 In
HGG0 nwn (144") j 455 mm11811
.. . . .. . . .
-
.
AMERICAN PUBLIC WORKS. ASSOCIATION - -SOUTHERN CALIFORNIA CHAPTER. : STAN I DARD PLAN
, . . . ..
'METRIC: . '
.
. :
. MANHOLE PIPE70 PIP'E'::(LARGE SIDE INLET). 322-1
- . SHEET 2 OF 4' -
.
...
mm
mm mm mea 90• men 96•
: -NOTES
: _.
. . `01:
: - ....
. : 1: VALUES FOR, Ai 'Be -C. 'DI i Op ELEVATION R-AND ELEVATION t:ARE
I .1
SHOWN ON THE. PROJECT DRAWINGS. ELEVATION S APPLIES AT .1Wgibt
:
WALL .
. WALL�OP $TRUOTUR'... :
.: , E.:
. �
:2 . .. ...
: :
WHEN:DEPTH M:FR0M:8TREtf:: 'GRADE: T .
O THE:`TOP OF: THE- BOX IS Ltgt- .
. . . .
�
. :
.867 rA'mj2'-10. f/2'-) FOR PAVED- STREETS OR .10,60 IT11711,13,1- `1 #6A :
.: . . .
THAN:
_. .
. 6 :
UNPAVED :$TREETt'i CONSTRUCT MONOLITHIC SHAFT PER SECTION 0-d AND :
.: . . . I
:
DETAIL "Niv SHAFT FOR, ANY DEPTH .OF MANHOLE MAY: BE CONSTRUCTED :
.: .
.: . 00 I ... .. . .
.: PER SECTION`C-C, WHEN DIAMETER bj IS 1200: Mmh (4-61" LES8j CENTER.
: w . . :
:-
.: : OF SHAFT MAY- BELO'CATED. PER NOTE S'.
I ...
. : . .
-
:
.: .3. CENTER OF MANHOLE 914APT,!�HALL BE. LOCATED OVER: CENVER: L*I*NE'-.dP :
STORM . I
.. :
; .
CASE -
STORM DRAIN:WHEN DIAMETEWDI lb.,1900 mih(48.ff)-'Ok LESS... IN Wk. -ICH :
. : .. :
. :
: PLACE E BARS
SYMMETRICALLY: : AROUND SHAFT: AT 45": WITH
: CENTER LINE.:
I .
: 4. LENGTH' OF MANHOLE MAY 9'E".iINCREASED AT OPTION tO MEtt::PIF.$E.tNDS:
: . .. 1. :
: .
BUT ANY :CHANGE IN LoCATION:OF SPUR MUST BE APPROVED 8Y' THE;: '
: . . .
.ENGINEER.
..
. .
: . . LESS .
: 5:: :P SHALL BEI
25: mm 0n) FSR' 62' P-4 0.0 "
: . .
. ).:: . � rft (96). OR. LESS: AND, 900 mm:,.(89)
. I
.FOR D2 OVEk 2406 mm_:_(96_
. .. :
. . :
. .
: S.: 'RPO:
EINRCEMENT SHALL CONFOPM TO AS`TM'A dl5 -09ADE.:.-3001ASTM A 615.: :
- .
'
.GRADE 40). -ANDMe . SHALL TERMINATE 40 i i
:
mm (I 1/2")'.CLEAR' dF:.CONCRETE. SUR-::
: T.HEAWISE �SHOWN.
.
:
: NHdLt tHALL:-B,E STEEL �TROWELED TO ORING LINE.
: : . ... ... ... : :
, ..
;
: w . . , . _.. . :
:
: Is.: bb& OF MANHOLE SHALL. BE 'POURED: IN 6Nt;::CONTINUOUS 0PERATION. :
: I .
: I :
: . . .. �
: . EXCEPT THATA CONSTRUCTION JOINT' WITH 4.1-6kidiT � U . DiNAL . KEYWAY: :
: . . . : :
: :
;
MAY BE PLACED Af:SPRINd LINE.
k-
: ' :
: 9.: THICKNESS OFi THE DECK SHALL VARY '-WNtN'. NECESSARY �TO:PROVIDE, -A
;. .
.LEVEL::SEAt BUT SHALL NOT BE LESS:: THAN THE TABULAR VA
LUES p
: . TABLE: . . . .
F.SHO,WN:ON TABLE, S W, I.
. .
..
. .
: 10.1 IF LATERALS ENTER ON BOTH:'SIDES OF MANH-bLE. SHAFT .$HALL.
; BE.
.. 1. : 0
. : p
: . .
. : .
.LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.' :
. . :
.
: . I .
. ; IL.: .STEPS. $.HALL: :.CONFORM TO STANDARID:i 'PLAN .635 .OR 636-.UNLES*�S 61-AtRwi§t:
: .. :
'SHOWN, STEPS SHA
LL' BE� UNIFACES 7: FLOOR TORMLY';SPA* 350: wn (1.41). TO'3'j-5-'(1511):
. . I . . . . ... .. CED
. min '
. THE LOWEST .STEP SHALL NOT .BE.: MORE. THAN 600 mm tl4w) ABOVE T'HE..INV "
:, ..
.
. ERT.
. .
:
12. THE . FOLLOWING;: * : CR I
TER: I A 'SH A:LL BE - U:. $ ED rb 0. THIS MANHOLE;
ANHOLE
. : I .
w : - .
'
: A. THIS STANDARD: PLAN IS- USED WHEN STANDARD: PLAN 320 :19 INADE��
:.
: ' . .. ,.,
w . :QUATE. *MAIN LINE'' '96b mM (�67) INSIDE DIAMETER OR: LARGER:
:
=
. .!, . . .. :
. :
. :
. : B.
LA
TEI RAL. . :- 3
06 : mm (12')
m(122) TO :360I. .0: mm 44'"
..'0)-1NI §: I. DE.- 0 1 -A.: M-E
T.ER:::.:
HOW; EVE::::
R*,
.THE INSIDE OIAMEttk SHALL NOT EXCEED. THE INSIDEElAMtItl 0THE.MAIN LINE.
- . .. .. q . . .:. ...... . : . . _... : . :
wI. ...... . . . ... .. .... :
.: ... . . .
.: . AMERICAN PUBLIC W04XS ASSOCIATIONA. : SOUTHERN: CALIFORN '
.. I - [A CHAPTER: STANDARD OLAN:
.. . :
. .
).
M. E- T =
MANHOLE PIPE TO:PIPE LARGE SINE INLET' : 322 --
1:
SH.EET.iOP-4
-
:
. :..
I � I
. .
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
PUBLIC
AMERICAN PBLCWORKS AsgociAtbN -.SOUTHERN dAL10.1d1ki NIA CHAPTER I
:
-
; : ... :
: : :STANDARD PLAN'
PROMULGATED DY.THE
PUBLIC WORKS STAWARDS M., MAN HOLE PIPE TO PIPE I .: MMIC
. I -1 . . :
. . : .:
GREENWOKCOMMMME . .: ai
: .
: A992 :(LARGE SIDE INLET) 322 1 1
:
: REV.-INO ; USE WITH l4TANDARD CIFICATIONS FOR PUBLIC WORK8:
__ DO
900 Mm (36-r- 195 mm (eil2l *1
975 nun. 139" %s
1050 men R7211 _� I
7SEMI I
("'t
KA nm 215 _1 Wmm
18 1/241 ..
- �
ma r -070- AM 19-5 .
n
1425 mm
159 Nn (9 Im
.11 I M g 0
1650 MM 26§0 M V0'11/41":. -
' 275 nn
1800 mm (724) 280 mrs 01.) .
_1950 -T6-6 MM (11 3/44
-2100 n" (8411 320 mm (I? I/a!)
g250 335 mm (13 1/40) - .
--2400 355 mm (141) .
2550- wwn (1021 395 mfn (15 1/24)
2700 mm (10811
_?850 wn,(1141) 51-0 /?*)
�Ooo own 436 M III -5 p),
315 0 mm MM 417'1
3300 _mT13T_ 445 911 I
1-
3450 "wn (13811, 44* mm 117 1/41)
1
00: (144'1 1 455 mm (lall -
TABLE CGWF LIES FOR -T
- .. ... . . T
300 mm OL") 1
4
75 nwn (1511 Iggpl(W;�1 ..
0 MM (18*1 110 Mm
OIL - - - 125 wn (501
135 MM is 144,617
MM
750 mm (Z-0* 150 MM .
825
M 11
3150 MM (11011 I.F1 .. -
3300 459 g 1, 4
133 1 4 5:;g 117
4.! 3 117 In
HGG0 nwn (144") j 455 mm11811
.. . . .. . . .
-
.
AMERICAN PUBLIC WORKS. ASSOCIATION - -SOUTHERN CALIFORNIA CHAPTER. : STAN I DARD PLAN
, . . . ..
'METRIC: . '
.
. :
. MANHOLE PIPE70 PIP'E'::(LARGE SIDE INLET). 322-1
- . SHEET 2 OF 4' -
.
...
mm
mm mm mea 90• men 96•
: -NOTES
: _.
. . `01:
: - ....
. : 1: VALUES FOR, Ai 'Be -C. 'DI i Op ELEVATION R-AND ELEVATION t:ARE
I .1
SHOWN ON THE. PROJECT DRAWINGS. ELEVATION S APPLIES AT .1Wgibt
:
WALL .
. WALL�OP $TRUOTUR'... :
.: , E.:
. �
:2 . .. ...
: :
WHEN:DEPTH M:FR0M:8TREtf:: 'GRADE: T .
O THE:`TOP OF: THE- BOX IS Ltgt- .
. . . .
�
. :
.867 rA'mj2'-10. f/2'-) FOR PAVED- STREETS OR .10,60 IT11711,13,1- `1 #6A :
.: . . .
THAN:
_. .
. 6 :
UNPAVED :$TREETt'i CONSTRUCT MONOLITHIC SHAFT PER SECTION 0-d AND :
.: . . . I
:
DETAIL "Niv SHAFT FOR, ANY DEPTH .OF MANHOLE MAY: BE CONSTRUCTED :
.: .
.: . 00 I ... .. . .
.: PER SECTION`C-C, WHEN DIAMETER bj IS 1200: Mmh (4-61" LES8j CENTER.
: w . . :
:-
.: : OF SHAFT MAY- BELO'CATED. PER NOTE S'.
I ...
. : . .
-
:
.: .3. CENTER OF MANHOLE 914APT,!�HALL BE. LOCATED OVER: CENVER: L*I*NE'-.dP :
STORM . I
.. :
; .
CASE -
STORM DRAIN:WHEN DIAMETEWDI lb.,1900 mih(48.ff)-'Ok LESS... IN Wk. -ICH :
. : .. :
. :
: PLACE E BARS
SYMMETRICALLY: : AROUND SHAFT: AT 45": WITH
: CENTER LINE.:
I .
: 4. LENGTH' OF MANHOLE MAY 9'E".iINCREASED AT OPTION tO MEtt::PIF.$E.tNDS:
: . .. 1. :
: .
BUT ANY :CHANGE IN LoCATION:OF SPUR MUST BE APPROVED 8Y' THE;: '
: . . .
.ENGINEER.
..
. .
: . . LESS .
: 5:: :P SHALL BEI
25: mm 0n) FSR' 62' P-4 0.0 "
: . .
. ).:: . � rft (96). OR. LESS: AND, 900 mm:,.(89)
. I
.FOR D2 OVEk 2406 mm_:_(96_
. .. :
. . :
. .
: S.: 'RPO:
EINRCEMENT SHALL CONFOPM TO AS`TM'A dl5 -09ADE.:.-3001ASTM A 615.: :
- .
'
.GRADE 40). -ANDMe . SHALL TERMINATE 40 i i
:
mm (I 1/2")'.CLEAR' dF:.CONCRETE. SUR-::
: T.HEAWISE �SHOWN.
.
:
: NHdLt tHALL:-B,E STEEL �TROWELED TO ORING LINE.
: : . ... ... ... : :
, ..
;
: w . . , . _.. . :
:
: Is.: bb& OF MANHOLE SHALL. BE 'POURED: IN 6Nt;::CONTINUOUS 0PERATION. :
: I .
: I :
: . . .. �
: . EXCEPT THATA CONSTRUCTION JOINT' WITH 4.1-6kidiT � U . DiNAL . KEYWAY: :
: . . . : :
: :
;
MAY BE PLACED Af:SPRINd LINE.
k-
: ' :
: 9.: THICKNESS OFi THE DECK SHALL VARY '-WNtN'. NECESSARY �TO:PROVIDE, -A
;. .
.LEVEL::SEAt BUT SHALL NOT BE LESS:: THAN THE TABULAR VA
LUES p
: . TABLE: . . . .
F.SHO,WN:ON TABLE, S W, I.
. .
..
. .
: 10.1 IF LATERALS ENTER ON BOTH:'SIDES OF MANH-bLE. SHAFT .$HALL.
; BE.
.. 1. : 0
. : p
: . .
. : .
.LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.' :
. . :
.
: . I .
. ; IL.: .STEPS. $.HALL: :.CONFORM TO STANDARID:i 'PLAN .635 .OR 636-.UNLES*�S 61-AtRwi§t:
: .. :
'SHOWN, STEPS SHA
LL' BE� UNIFACES 7: FLOOR TORMLY';SPA* 350: wn (1.41). TO'3'j-5-'(1511):
. . I . . . . ... .. CED
. min '
. THE LOWEST .STEP SHALL NOT .BE.: MORE. THAN 600 mm tl4w) ABOVE T'HE..INV "
:, ..
.
. ERT.
. .
:
12. THE . FOLLOWING;: * : CR I
TER: I A 'SH A:LL BE - U:. $ ED rb 0. THIS MANHOLE;
ANHOLE
. : I .
w : - .
'
: A. THIS STANDARD: PLAN IS- USED WHEN STANDARD: PLAN 320 :19 INADE��
:.
: ' . .. ,.,
w . :QUATE. *MAIN LINE'' '96b mM (�67) INSIDE DIAMETER OR: LARGER:
:
=
. .!, . . .. :
. :
. :
. : B.
LA
TEI RAL. . :- 3
06 : mm (12')
m(122) TO :360I. .0: mm 44'"
..'0)-1NI §: I. DE.- 0 1 -A.: M-E
T.ER:::.:
HOW; EVE::::
R*,
.THE INSIDE OIAMEttk SHALL NOT EXCEED. THE INSIDEElAMtItl 0THE.MAIN LINE.
- . .. .. q . . .:. ...... . : . . _... : . :
wI. ...... . . . ... .. .... :
.: ... . . .
.: . AMERICAN PUBLIC W04XS ASSOCIATIONA. : SOUTHERN: CALIFORN '
.. I - [A CHAPTER: STANDARD OLAN:
.. . :
. .
).
M. E- T =
MANHOLE PIPE TO:PIPE LARGE SINE INLET' : 322 --
1:
SH.EET.iOP-4
-
:
. :..
I � I
. .
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
TABLE CGWF LIES FOR -T
- .. ... . . T
300 mm OL") 1
4
75 nwn (1511 Iggpl(W;�1 ..
0 MM (18*1 110 Mm
OIL - - - 125 wn (501
135 MM is 144,617
MM
750 mm (Z-0* 150 MM .
825
M 11
3150 MM (11011 I.F1 .. -
3300 459 g 1, 4
133 1 4 5:;g 117
4.! 3 117 In
HGG0 nwn (144") j 455 mm11811
.. . . .. . . .
-
.
AMERICAN PUBLIC WORKS. ASSOCIATION - -SOUTHERN CALIFORNIA CHAPTER. : STAN I DARD PLAN
, . . . ..
'METRIC: . '
.
. :
. MANHOLE PIPE70 PIP'E'::(LARGE SIDE INLET). 322-1
- . SHEET 2 OF 4' -
.
...
mm
mm mm mea 90• men 96•
: -NOTES
: _.
. . `01:
: - ....
. : 1: VALUES FOR, Ai 'Be -C. 'DI i Op ELEVATION R-AND ELEVATION t:ARE
I .1
SHOWN ON THE. PROJECT DRAWINGS. ELEVATION S APPLIES AT .1Wgibt
:
WALL .
. WALL�OP $TRUOTUR'... :
.: , E.:
. �
:2 . .. ...
: :
WHEN:DEPTH M:FR0M:8TREtf:: 'GRADE: T .
O THE:`TOP OF: THE- BOX IS Ltgt- .
. . . .
�
. :
.867 rA'mj2'-10. f/2'-) FOR PAVED- STREETS OR .10,60 IT11711,13,1- `1 #6A :
.: . . .
THAN:
_. .
. 6 :
UNPAVED :$TREETt'i CONSTRUCT MONOLITHIC SHAFT PER SECTION 0-d AND :
.: . . . I
:
DETAIL "Niv SHAFT FOR, ANY DEPTH .OF MANHOLE MAY: BE CONSTRUCTED :
.: .
.: . 00 I ... .. . .
.: PER SECTION`C-C, WHEN DIAMETER bj IS 1200: Mmh (4-61" LES8j CENTER.
: w . . :
:-
.: : OF SHAFT MAY- BELO'CATED. PER NOTE S'.
I ...
. : . .
-
:
.: .3. CENTER OF MANHOLE 914APT,!�HALL BE. LOCATED OVER: CENVER: L*I*NE'-.dP :
STORM . I
.. :
; .
CASE -
STORM DRAIN:WHEN DIAMETEWDI lb.,1900 mih(48.ff)-'Ok LESS... IN Wk. -ICH :
. : .. :
. :
: PLACE E BARS
SYMMETRICALLY: : AROUND SHAFT: AT 45": WITH
: CENTER LINE.:
I .
: 4. LENGTH' OF MANHOLE MAY 9'E".iINCREASED AT OPTION tO MEtt::PIF.$E.tNDS:
: . .. 1. :
: .
BUT ANY :CHANGE IN LoCATION:OF SPUR MUST BE APPROVED 8Y' THE;: '
: . . .
.ENGINEER.
..
. .
: . . LESS .
: 5:: :P SHALL BEI
25: mm 0n) FSR' 62' P-4 0.0 "
: . .
. ).:: . � rft (96). OR. LESS: AND, 900 mm:,.(89)
. I
.FOR D2 OVEk 2406 mm_:_(96_
. .. :
. . :
. .
: S.: 'RPO:
EINRCEMENT SHALL CONFOPM TO AS`TM'A dl5 -09ADE.:.-3001ASTM A 615.: :
- .
'
.GRADE 40). -ANDMe . SHALL TERMINATE 40 i i
:
mm (I 1/2")'.CLEAR' dF:.CONCRETE. SUR-::
: T.HEAWISE �SHOWN.
.
:
: NHdLt tHALL:-B,E STEEL �TROWELED TO ORING LINE.
: : . ... ... ... : :
, ..
;
: w . . , . _.. . :
:
: Is.: bb& OF MANHOLE SHALL. BE 'POURED: IN 6Nt;::CONTINUOUS 0PERATION. :
: I .
: I :
: . . .. �
: . EXCEPT THATA CONSTRUCTION JOINT' WITH 4.1-6kidiT � U . DiNAL . KEYWAY: :
: . . . : :
: :
;
MAY BE PLACED Af:SPRINd LINE.
k-
: ' :
: 9.: THICKNESS OFi THE DECK SHALL VARY '-WNtN'. NECESSARY �TO:PROVIDE, -A
;. .
.LEVEL::SEAt BUT SHALL NOT BE LESS:: THAN THE TABULAR VA
LUES p
: . TABLE: . . . .
F.SHO,WN:ON TABLE, S W, I.
. .
..
. .
: 10.1 IF LATERALS ENTER ON BOTH:'SIDES OF MANH-bLE. SHAFT .$HALL.
; BE.
.. 1. : 0
. : p
: . .
. : .
.LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.' :
. . :
.
: . I .
. ; IL.: .STEPS. $.HALL: :.CONFORM TO STANDARID:i 'PLAN .635 .OR 636-.UNLES*�S 61-AtRwi§t:
: .. :
'SHOWN, STEPS SHA
LL' BE� UNIFACES 7: FLOOR TORMLY';SPA* 350: wn (1.41). TO'3'j-5-'(1511):
. . I . . . . ... .. CED
. min '
. THE LOWEST .STEP SHALL NOT .BE.: MORE. THAN 600 mm tl4w) ABOVE T'HE..INV "
:, ..
.
. ERT.
. .
:
12. THE . FOLLOWING;: * : CR I
TER: I A 'SH A:LL BE - U:. $ ED rb 0. THIS MANHOLE;
ANHOLE
. : I .
w : - .
'
: A. THIS STANDARD: PLAN IS- USED WHEN STANDARD: PLAN 320 :19 INADE��
:.
: ' . .. ,.,
w . :QUATE. *MAIN LINE'' '96b mM (�67) INSIDE DIAMETER OR: LARGER:
:
=
. .!, . . .. :
. :
. :
. : B.
LA
TEI RAL. . :- 3
06 : mm (12')
m(122) TO :360I. .0: mm 44'"
..'0)-1NI §: I. DE.- 0 1 -A.: M-E
T.ER:::.:
HOW; EVE::::
R*,
.THE INSIDE OIAMEttk SHALL NOT EXCEED. THE INSIDEElAMtItl 0THE.MAIN LINE.
- . .. .. q . . .:. ...... . : . . _... : . :
wI. ...... . . . ... .. .... :
.: ... . . .
.: . AMERICAN PUBLIC W04XS ASSOCIATIONA. : SOUTHERN: CALIFORN '
.. I - [A CHAPTER: STANDARD OLAN:
.. . :
. .
).
M. E- T =
MANHOLE PIPE TO:PIPE LARGE SINE INLET' : 322 --
1:
SH.EET.iOP-4
-
:
. :..
I � I
. .
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
8 mm mm1331) 160 mm16,1n.1
900 MM (3601 :165.mrn (6 1/21.
975 mm (3941 .18O fM jr)
1050 mm (42*1 190 Min (T I/r)
110 MM (45*1 .1 mm /411
200 mm (48oi - 20mm'I 1
275 MM 4511) /
-1350 ron (5411 230 mrn .
425 mm (*70) 235 mm A
1300 MM240 fnrn (9 I/p.)
1575 nvvi .. ..
- 1650 own(10 1/4*)
I25 mm. ,(69-) -)
-275 (103/4
1800 MM 280 Iran (1111 .
1950 nwn 300 rnM (11 -3/41)
2100 MM (64, 320 fwn 12 In,)
22 0 mm J901) 335 MM ( . .
mm (960) 355 mrn 14*1 1
2550 mm (1029) . 395-r"M (15
2 ..
7
0 IX (,!O81) 405mmI" 8Q5 1141 420 mm 16
3000 mm 1120 - 411 1 -
2a o .
1.
:
p :
. ,13. MANHOLE. FRAME AND -COVER. .SHALL CONFORM TO STANDARD PLAN. -.630
UNLESS. OTHERWISE SHOWN. :
14.: MANHOLE SHAFT SHALL CONFORM. TO -STANDARD PLAN .324 UNLESS. :
OTHERWISE SHOWN.
: .
i5. WHERE A MANHOLE. SHAFT - 000 mm (361);WITHOUT PEOPCER'IS :
:
SPECIFIED REFER TO .326... .. .. ..
I.S. WHERE.:A PRESSURE. -- I.. . A -0.C. - REDUCER .11 I .
SPECIFIED ' REFER T6 W ..
STANDARD PALAN .328 . '.* .. .. .- S .
. . . . .
I?. WHERE A PRESSURE MANHOLE.:SHAFT - 914 MM. (3w.) WITHOUT: 4S :
SPECIFIED REFER TO STANDARDPLAN *- 3'29... .
:
IS.- DIMENSIONS SHOWN ON THIS FOR ..METRIC:
* ;ENSTANDARD GLISH: UNITS. ARE .
NOT EXACT EQUAL AL VALUES. * ..PLAN METRIC VAL.UE-S-.AI4E USED.. ALL VALES .
USED FOR CONSTRUCTION SHALL BE- METRIC VALUES; :EXCEPT REINFORCING
. .
. B . AR.SIZES IN. ENGLISH UNITS .MAY BE S.UBSfITUTEb-POR; METRIC' BAR SIZES:1
IF .ENGLISH UITS ARE USED.: ALL, VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS:Ie* -
.. � . ...
'
THE FOLLOWING STANDARD 'PLANS ;ARt tNC,01!PiD.R'ATE,D.'.H.ER'E*I.N:-
.
.324 MANHOLE SHAFT !- WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 0100 mm (36")'WI'THOUT REOP'CER
S26' : 'PRESSURE MANHOLE* !9H APT' -.. WITH: ECCENTRIC
329 PRESSURE: MANHOLE- SHAFT - 91*4 .MM (369) WITHOUT:
. 630 610 dim i24-) MANHOLE' FRAME AND -COVER .
633 914 mm (3'6') MANHOLE FRAME AND COVER
. 635 STEEL -STEP .,,. .. , ,.
6.36 POLYPROPYLENE. PLASTIC .
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
. :
PUBLIC WORKS A6SOcwnoN -'SOUTHERN CALIFORNIA CHAPTER ' STANDARD PLAN
. - I . . .. � .. .... 0STRIC,
.MANHOLE PIPE TO PIPE (LARGE SIDE �INLET] . 322-1.
.
SHEET 4 OF 4.
- . . .. . ... . . . . ... . .... . . . ... . . . .
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
:
I :
SALVAGE EXISTING FRAME AND . - N: to :
;'CONE
E E :
. : E E :
2 0 .
I
-
-SQUARE PLUG j I 0 -in
CONST. . m x 2 m: (WxW) / - -1, - :
;y
:
:
. . : .
15M 0300 mm(44012)_80TH WAY$
I :
kn
: .
EXiST, RCB
: EXIST. RCB: :
.
...
. : VARIES.
: . -SEAL FOR .:RCB :
:
ROUGHENED * 15M 9 300: mm
: 2*
: tv010124 MAX..
e
: I
: '200 III : m
: (81 MIN.
: goo mm : == CONNECTOR PIPE
; . . :
L REMOVED CO
: (361 MAX. -N<
. I*1:
_
. :
f
: 200 MM
: (81 7
MIN. .
. : 1 j 1 _� CONCRETE PLUG
I 0 ftn
ITING R
.
A: t EX
SPECIFICATIONS FOR PUS . LIC WORKS CONSTRUCTION - I
: I
: (Rev. 3129/99)
7 . . : i
: if"%we"almd I . I
: .
. .
. . 1. .
IV /
At. . . to
�
10
/
PLAN
LAN
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
STEP -
REDUCER
. 15M 0 300 mm. (04 0
120) HOOPS I
. 1,"
a
01. .i
�! .. 2 I
I.
-
. . . . .
. - IS
;0 - W.
w I
'T I
0 125 MM I
I
x 4M
1 4
. .
. . . ?5 M .
(3 )-. 25
. L ....j .
- T
. I
AMERICAN
MANHOLE FRAME AND -
COVER PRESSURE'TYPE .
PER STD. PLAN :211 . .1
SURFACE *ELEVATION
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
RAND • A DO
CONSTRUCT RCP
(6)
: :
-_
:
4T==Ld t REMOVED.
.
. - CONNECTOR PI : PE
..
.
AL -. :; q
:,
:
1.
".
:
FOR RCB INLET I_
0
.
: .
ISM 0: 300 mm 64021 I :
MAX.. BOTH WAYS (MAY
. : 'I
BEMITT
OED FDA 4 6 0 own.
(181 DIA. OR LESS).-
.. . .
. tri
: .
:
. :
. 0 :
. :
ISM::* 300 mffi - ROUGHENED
04612') MAX..:: 0 . SURFACE.
Ir -I3 0
O YS V
206 mm IS') *MIN. ��
.,00
. :
: iSECTCON ASA
; :; A : FOR: RCP INLET I
. NOTE
.. . .. . METRIC
:
:
:
:DIMENSIONS SHOWN ON THIS PLAN FOR METR 1 C AND ENGLISH UNITS
. . . . . . .
: : :
: : .
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL :
. . : . . . . . * '
. . :
VALUES USED FOR CONSTRUCTION SHALL: BEWETRIC VALUES.. REINFORCING
..
B. . .
fi
ABAN LAMENT :'SEAL'
DO
METRIC BAR
ARS SIZES IN ENGLISH UNITS MAY -BE SUBSTITUTED FOR METRIC
: . I . . .
SIZtS. IF'ENOLISH UNITS ARE USED. ALL VALUES USED CONSTRUCTION -
SHALL
D a 952 mm (37. 3/40)
, .
STEPS
. .
D. a 1013 nuh (40 3f861
(2 1/20)
-
D u- 1074 mm (438)
S"'@-Iel(04) 0-60*'SPACiNG .
OPTIONAL 15 M(04) 375 mm'(150) DOWEL
P* a 1135 hwh (45 1/28)
.
SHALL BE ENGLISH UNITS.-
. . . .. . _.
. .
AMERICAN PUBLIC WORKS ASSOCIATION as SOUTHERN CALIFORNIA CHAPTER
: .
. . . .
. :
: : STANDARD PLAN
: ;
: rft4"T10 By via. :ABANDONMENT METRIC;
: -
: R*XWOMOSTmommm. : : . :
: GREEM50MCOMMITTU : : -
'FOR. MANHOLES AND INLMS : 381 '1
: . iO4
: . : Kv. "a : SHEET -11 OF I
. : : :
: I 1 1 - USE WITH STANDARD
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A
� N 6
-MANHOLE OR 0 &
'STORM DRAIN " - R lei !I 1 N- '
CONDUIT . PROVIDE CONSTRUCTION JOINT
: 50 65 mm WITH CONTINUOUS WATERSTOP
IBM) I -1 WHEN MANHOLE SHAFT IS NOT
- 00 . W MANHOLE WITH
' MANHOLE OR STORM DRAIN
,to") SEE NOTE I CONDUIT
A�� .
.
.
-
. - ELECTRICALLY 13UTT
. WELD ENDS OR LAP
ENDS OF BAR .450 mm
(180)
14td-orl , .
15M(o4) HOOP BARS
___ ----------- -
I . .
AMERICAN PUBLIC WORKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
. PROMULGATED 13Y IM STANDARD PLAN
PUBLIC WORKS STANDARDS 11M, PRESSURE MANHOLE SHAFT WITH. METRA:.
GREENDOOKCOMMrrTEE .
. -
1092 ' ECCENTRIC REDUCER 328 *
.
. REV. IM USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRucjnON1 ' SHEET I OF 2
.
: -NOTES
. _.
: I� IF H IS. LESS: THAN 450 -rnm (Ian). W=875 mm:(27')
' .
: . . .
IF H IS BETWEEN 456 mm (181 AND 750 MITI (2'-68). W- 750 nim (2'-6").: :
. . . . . ** :
.
. : . IF H JS 750 mm (21-6-) OR MORE, W='900 min:(31-00).:
: .
.
;
: IF H IS MORE, THAN 1215 mm (W-0 -1/20). BRING WALL :VERTICALLY TO:
.
: :
IM6 m: m (41 -O' 1/2") BELOW SURFACE AND TAPER FROM 9OO:m'M'(3,-Oi) :
.
TO 675 mm (270) AS. SHOWN.
.
: -2: THIS STRUCTURE SHALL BE USED WITH MANHOLE FRAME AND::.COVER
:
: :
: ' :
PRESSURE TYPE. STANDARD PLAN 211.::tT MAY: BE USED FOR HYDRO-
p :
STATIC HEADS UP TO: 7.5 In (-259 ABOVE THE: STEEL 'PLATt
.
:
: 3: THE VERTICAL
EOFTF THE MANHOLE SHAFT:AND THE ECCENTRIC
:
REDUCER SHALL BE LOCATED; ABOVE AND IN LINE WITH'THE SIDE :
. : OF THE'STORM DRAIN- CONDUIT.
4: REINFORCEMENT SHALL CONFORM TO ASTM A615M. GRADE 30:0(ASTM :
I
: * : A 6151� GRADE: 40). AND SHALL TERMINATE 40: mm (I 1/20) CLEAR OF 1 :
. :
:UNLESS;
CONCRETE SURFACES UNLESS, OTHERWISE SHOWN.
: :
. : :
: -5: STEPS 'SHALL: CONFO'R'M*-*rO STANDARD PLAN 635 OR 62(6. THE: TOO :
.. .
STEP ::SHALL BE PLACED DIRECTLY BENEATH THE MANNOLE FRAME.
UNLESS OTHERWISE 'SHOWN. STEPS SHALL BE UNIFORMLY SPACED :
.
:T
550 mm (1410 375:mm (1 50) OC.
: : . . .: : .......... .:.__.....- .. .. I . : . :
: .
; 6:. SEE CONTRACT SPECIFICATIONS FOR. :PA NtS OF
: ... . I ,YSICAL REOU.IREME
.
WATERSTOP.
. : . : . :
: 7: DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND :ENGLISH''.UNITs ARE
. : . :
NOT EXACT'EOUAL VALUES. IF METRIC VALUES -ARE USED ALL VALUES :
1. *
USED::FOR CONSTRUCTION SHALL 8E METRIC VALUES :EXCEPT REINFORCING :
:. :
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED METRIC -BAR SIZES:
. : IF ENGLISH UNITS 'ARE USEDI:::ALL VALUES USED FOR :CONSTRUCTION
: . .
SHALL BE ENGLISH
.. . UNITS. ::
: . . .
THE FOLLOWING STANDARD PLANS ARE INCORPORATED: HEREIN.,
. . ... .
. . .
:PRESS
: 2 11 MANHOLE FRAME AND COVERURE TYPE
:
: 635 STEEL. -STEP :
.
636 POLYPROPYLENE 'PLASTIC STEP
I . . . . . . .
. .
. .
. :
AMERICAN'PUSLIC WORKS ASSOCIATION -,SOUTHERN CALIFORNIA CHAPTER : . STMiDAROPLAN
I : ; : METRIC ..::
: PRESSURE MANHOLE SHAFT WITH 11
I : .
.328: :
ECCENTRIC REDUCER, SHEET2OF2::
. ... . .
1/2 SECTION A -A