HomeMy WebLinkAbout2997-11I I
E
E'8
c � t0dtS TO Bt: ROUNDED ....
F„
TO 75 mm 13.1.R F,: f ,
s� �':
0o I . . C� :':. .0
At ., z to
to .
J R ■ _I 0 It
OF :SPUR. E
ISO :mm .(6•)
MIN. ___ .
4.
�_ X ALL STEEL. REINF; Istel . ./ / L . ....
... O 100 mm (r4 6 4.1 OC
E.
o -. .*-• .DE.T.A I'L• "N" PLAN
PLAN tRINGS..AND. COVER. NOT .SHOWN)
SEE NOTE I
.(SHAFY.NOT SHOWN)
STREET GRADE: • _•
MANHOLE: FRAME CONCRETE RINGS • STIiEET'GI}AOE
AND DOVER PER PER .STD.. PLAN 324 - Inni X:25 mm .
STD:. PLAN. 630
610 mm OMIT THIS STlA (S'tl•1
III
(24') MANHOLE !N PAVED :STREETS . ...... • :RING SJE�AT
4 •_ SHAFT 22S mm (S . Wm
PER .STD. 400. mrd h6') FOR 61D in„ 'n la.
I. W . PLAN 324 PAVED STREETS. _" (247
0o W E - .. 900 mm tS':_0•). 650. inm (2'.-2•)• j 125 um I5•1 : - eV
M STREETS FOR UN= ;,, ,.I T...1050 m■, 13'•6•) "T • : =- W til
-- PAVED STREETS " " ..al':V-
•••• T 125 mni x 50: mm (3x7') PIPE SEAT _ 5 W
RiT I 50 reun l3 -6� ROUND EOGES o aN ••• � OF INLETS ev_1.
2S mrr, l3'1 ROUND EDGES ..
,a
IS _.d
. INLET ELEVATION
• .• 11/ .APPLIES AT. THIS SECTION C -C
- IPOINT
SECT' bN A -A
STATION' LINE' 900 mm t3' -0•I
200 mm (8•) = I.
.-
.�.-.� STEPS.
T 450 mm (187
75 mm 13')
_ \
I .
- I
100 mm (4'I I+2T-200 m - (8'):. t00 mm (4•)
200 mm (8'11i. 200 mm (b•)
) �
NN4
OPTIONAL BOTTOMV SEED : POI:STS.
... .. .. . .
sEC Ing -B.
TABLE OF- VALUES FOR M (SEE NOTE Il .. .. ..
:SECTION : PAVED STREET . .... ..UNPAVED. STREET
MAX. I MIN, MAX... MIN..
.A -A .. 867 mm (21-10 1/27 1050 mm (3•-6')
_C -C .... :282 mm 1114 -1 -217 -mm (8 1/21 410 mm 061 .1 380 mm :(15') LL
(Rev. 3129/99)
il: THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE=.
A. MAIN LINE = 825 mm (3'38) :INSIDE DIAMETER_ 0 LESS. (EXCEPTION -
IF THE MAIN LINE RCP :DOWNSTREAM OF THE; MANHOLE Is 30.0 .mm (36')
TO IbSb mrn (420) INSIDE :DIAMETER AND THE MAIN LINE: RCP UPSTREAM IS
825 mm (33') OR LESS:) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE ,MAIN LINE ,CONDUIT .IS LESS THAN 900 mm
(36") IN DIAMETER..
B. SEE SECTION, A - A. THE MAXIMUM 51,ZE LATERAL THAT MAY BE
CONNECTED- TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM. THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 20.0: rmn '(8")
THICK. TOP OF THE, MANHOLE CHAMBER., MEASURED VERTICALLY FROM
THE END OF THE RCP.. SHALL BE A MINMUM OF ,150 mm (6").
C. IF THE SIZE OF THE LATERAL 15 _SUCH THAT THE: ABOVE. -SPECIFIED
MINIMUM DISTANCES CANNOT BE. MAINTAINED.. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS: MUST BE' USED:
\
L PROVIDE A .SPECIAL STRUCTURE.
2. PROVIDE_ TWO. STANDARD _STRUCTURE9:.'CONS iST'ING: OF: THIS: _. •
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.:
12: MANHOLE. FRAME AND COVER SHALL CONFORM TO _STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13, MANHOLE. SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT.. - 900 mm .(36',1 WITHOUT REDUCER IS
SPECIFIED
REFER TO STANDARD PLAN. 336.
15. WHERE_ A PRESSURE MANHOLE SHAFT - WITH �CCEN7RIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328,
16, WHERE A PRESSURE MANHOLE- SHAFT - 914 mtn (361) WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 325.
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
BAR SIZES. IN ENGLISH- UNITS BE
MAY SUBSTITUTED FOR METRIC BAR. SIZES.
IF .ENGLISH UNITS ARE USED, ALL VALUES :USED FOR�:CONSTRUCTION SHALL BE
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE. INCORPORATED HEREIN=
324 MANHOLE SHAFT =WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (360) WI -TROUT REOUCEN
328 PRESSURE. MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE; MANHOLE SHAFT -. 914,m1r (36") WITHOUT REDUCED
63.0 610 rnm (24•) MANHOLE. -FRAME AND COVER.
633 914. mm (361
AMEpiCAN PUBLIC WORKS AS50CIATION -SOUTHERN CALIFORNIA CHAPTER
a��TME
MANHOLE PIPE TO PIPE ONE ORB STAt�lOAADPLAN.
BOTH
,�,� � �
METRIC
ID'S D S 825mm: 33' OR 5 MALLER 321. 1.
c�
,.�
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF .3
NOT
ES
WHEW
DEPTH DEPTH .M FRO.1 IM .STREET. GRADE :TO THE' T OF THE BOX :IS LESS
THAN :867 mm .(2 -!0 1/2) FOR PAVED: STREETS OR 1666 mm (3'-6') :FOR
r is
UNPAVED- -
ED STREETS. SHAFT PER:
SECTION CAN
C D DETAIL. N
QEPTH M MAYBE ,REDUCED TO: AN. ABSOLUTELIMIT OF 150 ITiIn:'(6'). WHEN
_ �.
LARGER HALOES OF M. WOULD:%REDUCE H: IN SECTION C -C TO ;io60 mm (3 -6 )
OR LESS.
-.
2. H
(IN 'SECT
ION A ••
A A NDB 8 ':SHA � NOT'
LL BE BLESS° THAN I.
2 m 4 0.)
(
BUT MAY BE INCREASED PROVIDED THAT THE' VALUE OF M HA • NOT-
. LL OT'
BE
LESS TH
AN 'THE MINIM
UM SPECIFIED AND- THAT ATT E REDUCER H H E U R H
CE SHALL
BE USED: FOR. H (IN S.ECTI.ON :C -C) SEE NOT. 11E I.
3. L .SHALL BE :12 m (4•':4-d') UNLESS OTHERWISE SHOWN. L MAY BE IN.
CREAS1.ED OR: LOCATION OF MANHOLE. SHIFTEO. TO MEET PIPE ENDS•..BUT� ANY:
CHANGE
IN
LOCATION .. THE SPUR MUST BE ;APPROVED. BY THE ENGINEER..
4. T SHALL BE E00 mm � t3') FOR VA
I LUES OF' H UP 'T0 AND INCLUDING 2. m
(8. 0) .AND 250 mm (I0,) FOR VALUES OF H OVER 2•;4 m (8'-O' .
.. ) ,
5. STATIONS -OF MANH.a,LES SHOWN ON 0ROJECT DRAWINGS APPLY AT' I.
CENTER N .
LI FT:
E OF SHA EL VAT)
E ONS :ARE
SHOWN C T
AT EN R �� IN F
E -LINE 0.
SHAFT 1.N
A D REFER. TO THE PROLONGED OLON(3ED INV Q
ERT GR DE LINES:: SE NOT
. E E 3..
6:. 'REINFORCEMENT SHALL CONFORM TO ASTM A 615M G E. •
RAD 300 ASTM A I
_ ( 65 .
GRA 4
DE O
AND SHALL, TERMINATE 4
N E O mm
tl. I/2) CLEAR OF :CONCRETE SUR=
FACES, UNLESS OTHERWISE SHOWN:
7: FLOOR OF M
ANHOLE SHALL 6t 9TEFL TROWELED TO SPRING LINE. -
8. 80 Y
D F A
0 M NHO HAL
LES LEEP
OURED IN bN
E CONTINUOU
5 Op RA
TlO
E
- IV
EXCEPT THAT:A • TR
CONS• ,. U,CTION JOINT WITH. A LONGITUDINAL KEYWAY : :
MAY BE. PLACED AT SPRING: LINE.
9. TH
ICKN
ESS OFT K
HE DEC SHALL VARY
. WHEN NE '
CESSQRY TO PfiOVIDE
A ,LEVEL SEAT BUT SHALL. NOT BE :LESS THAN 2001.031;
mm . .
10: STEPS 'SHALL. CONFORM.: TQ S.TANbARD PLAN 53.5 OR '63I.6.: UNLESS OTH RWt
E
SE
SHOWN
,• STEPS. SHALL; BE 'UNLFORMLY :SPACED, 35Q mm (14) TO .375 Mm (15 ).:O:C.
THE .:LO.WEST . ..S.HALL- NOT BE MORE THAN 600 )Tim (24') €AISOVE.'THE
LEDGE
AT THE SIDE OF THE 'MANHOLE.
. : .
AMERICAN PUBLIC WORKS: ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
:.. . .
STANoMaD 0IAN :
M1TR�
. :321....:.:1.
SHEET�OF3
:MANHOLE. PIPE TO PIPE ONE OR BOTH MAIN LINE.
.. :
ID'S 825MM (33") OR. SMALLER
) MANHOLE FRAME AND COVER
6'35 STEEL STEP •
636 POLYPROPYLENE PLASTIC STEP
AMER
. )CAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN
.MANHOLE PIPE TO PIPE, ONE OR BOTH: MAIN LINE METRIC
ID'S 825mm. 33 ' OR SMALLER 321. -1
:SHEET 3.0
3-1SM(0) J BARS;. .Z4 .ROUND 1'0: 7D n.n.13') R ••• L2 '^'I OPTIONAL
1.4 fi (4'-8•) LONG;. OUTSIDE
75 �aiei.t3') .00 CONTINUE OPTIONAL FILLET t4,-0•) . EDGE OF
ADDITIONAL BARS:: � CONCRETE
150. �, (s•) _Dc TO INSIDE. _ r
EDGE OF MANHOLE;' I 6
>o -
0to....:...
l .
UN
�.; SPUR
125 tnm, x50. mmtS's 160 �miq t911 L �I�IiMMI It
: . ..
mm
.PIP E SEAT . BARS: 900
. ANY STAt�11RD (3'-O*) LONG
3=D BA R S 78 -trim I
3 OC .0 : PIPE JOINT
(1). oNTINu
E- _ .AIL N
150 min .(s) ac RINGS AND .
D COVER :NOT H wN)
so
`
4. 20M(. 6) E EARS.Pt SEE NOTE 2
SEE NOTE 3
IOM 0:450: mm' +3= o�
OR +4 0 c§'
18.) OC `0 -4� V
TIE BARS l �q
A 8-`: $ .BARS. _
.. : .... STRE ET '
N'� - - m: R. I b. .
. . .III 71 OF SPUR. :GRADE
STATION ,
WITH A MAX. '.
MANHOLE FRAME
!# OF IObO mn AND COVER PER
F D F 13'-69 : -
- s STD. PLAN 630
� MANHOLE
SHAFT
PLAN PER. STD: 2 !1
!- ; ti BAfts.
.(SHAFT NOT SHOWN) PLAN 324 ' --- :.TIE. BARS
STEPS �I
,» F BARS. •
_ 'TIE BARS
0 Iv
a -
. l
F amt . . T
S • ... ... .
125m1a x So mnl
Ti.E (s>ir). -
BARS - PIPE SEAT .I A BARS.' I 12S su
ELEV. :S
:B BARB.
ter' T .
16M::0 '4 501n m: t +14: O It; f
OC BOT}( WAYS, TO BE
t'SM �M :450 rtilh,t+4 O OC USED
18.1 1500
WHEN B 13
mm_
SECTION G -•G m
BOTH WAYS. :7 0.. BE USED (60 )• .OR MORE
WHEN. Dgg. IS :1500 - mm (60•)
OR MORE
�SECTlON' N=M-P�-O
CONCRETE:RINGS PER
OMIT THIS STD. PLAN 324
S STEP' IN
PAVED. STREETS .. : I 23 � .
I (S ). STREET. GRADE ....
H Ba R ,., 25 :mm x' 25:IIKtI (3 x. �)
,� ;+ .RIND SEAT' , ..
ISO mm I8,) �,.;. ;IS
406 mm • ~ !30 mini a6')
tl6) FOR; PAVE))
STRE E T$ 650: mm (2 -2
HEAR
FOR UNPAVEO.STREETS o
ISOmm 6' Imo'' _ "".VARIABLE
TIE �
�`E OARS
BARS .
0 a .TIE BARS
Pp `. J BARES .
RbuNli IDdEs td
75 mm' (3') R
SECTION
F 3
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
AMERICAN;PUBLIC V110RKS ASSOCIATION. -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY. THE `AN
Sl'ANMDETRRDC
PUBLIC 4VOgK36TANDARD3INC., MANHOLE PIPE_ TO PIPE
(iiiEENBOOKCOMMITTEE •
•1892 :LARGE SIDE INLET 322.-
REv..ie9e USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
2 OF 4:
• ICOR MANHOLES AND INi�ihS
381 -1
' � dx4 '•
'• BHEE'Y 1 OF 4
CON$T>f(UCT10N
Rev. ��
SHEET 1 OF 2
USE WITH sTANDECCEN'i•RICFREDUCER CONSTRUCTION328
PUBLIC WORKS
*�!7
(,� d
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 4
A 1.1101
SCALE:
NIA
DESIGNED BY:
SCB
DATE:
04-74-03
mm'
60 mm 144•
CHECKED BY:
CAZ
AP 0 � �Z � I*>>
K0,4::�Ir-a �
CITY ENGINEER R.C.E. 51152 DATE;
DRAWING NO.:
2997
, ,
.0 c
I+-- A. gHAFT
r 125 .mm x 50 mmt'�'
X99PIPE
SEAT
c iL l 0 BARS:
$ OARS'
ROUND t:tOEs � IIP.
TO 75 mm (3•) R, p• I ..
700
t.g) ELEVATION
I
11
ELEVATION
LONGITUDINAL .SECTI ON
TABLE OF ARS SIZES-
S
..
300 mm 4121=275 mm • • ISY.OISO I.4' Is
1050 mm1421,;-2120 mm 84 Y 0 72 mm 15Y O I 0 M • O
BECTON PAVED 8T T UNPAVED
WMAIIII 1 217 mm 42 10,21) -
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
2 OF 4:
• ICOR MANHOLES AND INi�ihS
381 -1
' � dx4 '•
'• BHEE'Y 1 OF 4
CON$T>f(UCT10N
8
YIN. - YI .
410 •975
goo ,e■" nxn I/
mn.
1050 rtrw 4 mm
)IPS cern 4 19 mm523 _125
Z •n, . men
1 75 mm I' m1425 .157 1725 m63
1350 men O mm 9'75 :150 mm
mm
mm 6 255 mm (10•
16 mm 280 mm 10 I/4•
m 4721) m (99q_ 275 (10 3741
mm
11300 men 280 mm II•
-1950 rnm 80 30 mm II 3/4•
2100 mm 841 320 mm I I/
260 er■• 901 335 mm 13 I/
2400 men 98• 335 mm 14•
55
20 ■ree 102' 395 mm 15 1,1211270 mm mm 108' mm 16
2830 14• 420 mm (16 1/
N00 1 43 mm (171)
0 mm 18• 430 m 117 m
3300 ee•fl "N
44S mm 17 I/2')
3430 mm 138' 44 mm
o (144')
T
00 mm 12 1 mm 44 ..
7s �
18' 11130
mm /
' ,a,en
600 rt■n 24.1 135 (S 14'
7 mm 2 mm
S mm sO (B 14•
m m
90 men • 165 mm. to 1
975 mm
(399' I
IOsO mm 4 190 mm 7 1/26
112 mm (4511 .195 •
mm
o ee,en ae• o mm (811
1275 mm (51*1 215 mm 0770--
350 rr■n
-1350 (54'11 30 mm 91
1425 mm 57• mm 1.1411
500 nree 40 mm (8 I/21
173 mm • ,.
wr► 10•
1850 mm 8 mm 10 I/4•
172 mm 89• 7.5 mm •
110
1800 mnt ( 280 mmUI•
Ifla- mm 300 II
mm
100 mm l84' 320 Ixm j 1/
2250 mm -03 1/4*1
2400 am 8' 333 mm (41
2550 IIOz'
mm 395mm I
7 405 mm
850 mm 114' 420 mm. 8
bcs 1-02 - - - - --rw-m„- rr
l 4m 128• 4 mm
mm 132 ' mm 071/
4 0 mm 13 44 (17 Ifr
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
2 OF 4:
• ICOR MANHOLES AND INi�ihS
381 -1
' � dx4 '•
� t3HEET•1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Rev. ��
SHEET 1 OF 2
USE WITH sTANDECCEN'i•RICFREDUCER CONSTRUCTION328
PUBLIC WORKS
*�!7
(,� d
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 4
A 1.1101
SCALE:
NIA
DESIGNED BY:
SCB
DATE:
04-74-03
mm'
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER: STANDARD PIAN
...METRIC:
MANHOLE PIPE -TO PIPS (LARGE SIDE INLET). 322 -1
SHEET
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
2 OF 4:
• ICOR MANHOLES AND INi�ihS
381 -1
' � dx4 '•
� t3HEET•1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Rev. ��
SHEET 1 OF 2
USE WITH sTANDECCEN'i•RICFREDUCER CONSTRUCTION328
PUBLIC WORKS
*�!7
(,� d
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 4
A 1.1101
SCALE:
NIA
DESIGNED BY:
SCB
DATE:
04-74-03
mm'
60 mm 144•
.NOTEs
I .VALUES FOR, A, B: C:• 'DI : D2, ELEVATION R. :AND ELEVATION S :ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT JNSI•DE
WALL :OF $TRU.C'TURE.
.
EN D E PTH M FROM :STREET: GRAD E TO THE<:TOP OF
:. , • .. .THE` f30'X 15 LESS•
THAN e -i • _
:867 n1m;.(2 0. l/2`) FOR PAVED: STREETS .OR -di)
- ,10,60 mm -:(31:
F01t
UNPAVED T -•
D $,IZEETS: CONSTRUCT MONOLITHIC SHAFT PER 'SECTION C • C ANO
• DETAIL "N641' SHAFT FOR, ANY DEPTH . OF MANHOLE MAY: BE CONSTRUC TED
PER SECTIONC-C: WHEN .DIAME'TER: Dj IS 1200 MM(48•I.OR �LESSi •R.
CENTER.
OF SHAFT E
MAY' BE LOCATED. PER NOTE 3.
• - • � •
3: CENTER OF MAN 0
MANHOLE 3HAFT':SHALL. BE. .LOCATED OVER :CENTER LINE::OF
STORM .DRAIN.: WHEN _ �. .
_ D I AMETER::D 1 1 S 1200 mm ( 48 ) ORS .
.. LESS.. itV WHIC H
CASE •:
PLACE E BARS. SYMMETRICALLY
, AROUND SHAFT: •AT 45. WITH
CENTER LINE..
••
4:` LENGTH OF MANHOLE MAY BE' INCREASED AT OPTION t0. MEET PIPE ENDS •
BUT AN Y CHANGE IN .LOCATION: SPUR
OF MUST BE APPROVED 8Y`
THE':
.ENGINEER.
' S: P � � I
SHALL BE f25. mnr (5•) FOR D2=2400 Inm (96'Y OR LESS. AND •200
.900 rmrl (8)
FOR OV ER. 2406'
42 0 min 96
R. EI.. .:.
6:' NF bRC EMEN.T SHALL 'R :....
LL CONE 0 M TO ASTM
.. A G15M '0•
.GRAD'3
GRADE 40], AND :SHALL. TERMINATE 40 mm (I I>20) CLEAR OF CONCRETE.:SUR-:
FACES: UNLESS. OTHERWISE SHOWN.
� •�� • • • •
7: FLOOR OF• :MANHOL E SMALL 8E STEEL `T Rt) WELED T 0 SPRING. LINE.
.
6r . .B 0 DY OF MANN OLE SHALL BE 'POURED : IN ONE : ••
..CONT INUOU 50P'R
E ATION
EXCEPT THAT A CONSTRUCTION
RUCTI ON JOINT: WITH A. LONGITUDINAL KEYWAY:
MAY BE PLACED AT . S F� .RING LINE. .
.
9.! THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY 'T O PROV ID • `'
LEV EL E. A
S EAT BUT SHALL NOT BE LESS` THAN THE TABULAR VALUES 'OF
F SHOWN ON TAf3LEv SH'.: -
L
I�S. IF LATERAD ENTER ON B'O:TH IS I DES OF MANHOLE.
-SHAFT
:SHALL, BE
LOCATED ON SIDE RECEIVING THE'SMALLER LATERAL.
• � � � � �:� � � � �
I1.' STEPS :SHALL.CONF ORM ' i
.... TO STANbAf�D PLAN: •635 .OR ' ' "�' "
63t;..UNLES•S '0TH .ERVVI5E :
•sHowN STEPS SHALL:: BE* UNI ,1= ORMLY ;SPACED:350 : .m>T< .(14'): TO' .3.75; Inm (16r): dC:,
THE LOWEST STEP SHALL NOT BE MORE.. THAN: 600 mlr ■ ABOVE
(24) THE .INVERT.
12. THE Fii LLO:
_ WING CRI:T.ERIA SHALL BE USED FORTHIS MANHOLE;
A. THIS STANDARD: � � -
PLAN IS' USED WHEN STANDARD' P LAN 320 13 fNADE
OUATE. MAIN LINE = 9,Ob mm .(3ta') INSLDE DIAMETER. OR. LARGER:..
B. LATERbL _ •
:30b
mnl
112") TO 3600 mm 0444 INSIDE: DIAMETER= HOWEVER,
THE INSIDE DIAMETER: SHALL NOT EXCEED. THE INSIDE.:
DIAMETER OF
THE,
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
2 OF 4:
MAIN LINE.:
. . - �_ - . . a a . ; ... .. .... :
. AMERICAN PUBLIC WORKS ASSOCIATION -
41
.13. MANHOLE FRAME AND •COVER..SHALL CONFORM: TO STANDARD PLAN. -.630
UNLESS OTHERWISE SHOWN. •
I_.: i►AANH6LE 'SHAFT SHALL CdNFORM. TO.:STANDARb PLAN .3'24 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE 3WAFT - 900 mm t36') `WITHbUT R•EDUCER IS
SPECIFIED REFER TO STANDARD PLAN :32G:.
16. WHERE: A.PRESSURE. MANHOLE *SHAFT -• W1.7H .ECCENTRI,C REDUCER IS'
SPECIFIED REFER TO STANDARb PLAN 328,:
17. WHERE A PRESSURE, MANHOLE :SHAFT - 914 trim. (368.) WITHOUTAS
SPECIFIED REFER TO STANDARD. PLAN 329.
ON THIS' .:ENGLISH:
18.. DIMENSIONS :SHOWN THIS:.•PLAN .FOR •.METRIC: AND UN(TS ARE . '
NOT EXACT EQUAL VALUES. IF METRIC VALUES ,ARE USED. ALL VALUES.
:USED FOR CONSTRUCTION :SHALL BE::METRIC VALUES; -:EXCEPT REINFORCING:
IN ENGLISH UNITS :MAY. BE FOR; METRIC' BAR SIZES:,
BAR.51ZE5. SUBS.TiTUTED•
IF ENGLLSH UNITS ARE USED,: ALL: VALUES USED .FOR CONSTRUCTION SHALL
BE ENGLISH UNITS;.
THE FOLLOWING STANDARD PLANS ;ARE tNCORPORa'i`ED..HEREIN'
_324: MANHOLE SHAFT -. WITH ECCENTRIC REbUCEF2
326: MANHOLE SHAFT -- 900 mm (36') :WITHOUT REdUCER
328` PRESSURE MANHOLE SHAFT - .WITH ECCENTRIC
329. PRESSURE: MANHOLE- .SHAFT - 914 mm (36') WITHOUT
REDUCER
630 610 MITI(24"I MANHOLE: FRAME AND COVER .
633 914 mm (360) MANHOLE FRAME AND COVER
635 STEELSTEP
636 POLYPROPYLENE .PLASTIC
SOUTHERN CALIFORNIA CHAPTER:
STA�IDARCS pldN:
METRIC
322'-1.
MANHOLE PIPE TO PAPE (LARGE SIDE INLET:
8TANf>I1R0 PLAN
METRIC
t3Ht9:'T :� Op.4
STEP: .
AMERICAN PUBLIC WOf�KS.ASSOCIATION°-'SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
u►N
MANHOLE PIPE TO PIPE (LARGE SIDEINLET) 322--l.
SALVAGE EXISTING FRAME. AND '
to.COVER
AND MaNHpLECONE y
E
E
++
CONST, 2, m x 2 m (6'x6') SQUARE PLUO r1 ''_^
N
I y
4012')..BOTH WAY S
15M 0'300 mm:: (44 . 'o
I. in
•
EXt:ST. RCB
N••
EXIST. RCB • . A 8 ADO NM E ANT
M ANH 0 LE
VARIES.
SEAL F0 R .:RCB
•
ROUGHENED !SMO 300: mm
SU RFA CE I 2'
(946121 MAX..
200 mm BOTH WAYS
le') MIN. Q:
.900 f" _.Lt.REMOVED CONNECTOR PIPE
(is) x. - ,, _
200 mini
(81 MIN. CONSTRUCT :SQUARE
CO NC TE PLUG
: : : j I 0 mm RE..
A �t E XI 5 TING RCP
.
-�. V D•
t REMOVED.
EMO E
. CONNECTOR PIPE
• .. I
A B AN DO NIVI E N T SE A L .4
F 0 R R CB IN LE T
1
'15M *:;.300 mm •(■4012) :.
MAX., WAYS (MAY
:80TH.
BE OMITTED FOR 460 mrti: 1
i ll8') DIA, OR LESS)
i lZ'1:
a 'SO �
I
tS M Q 300 mm' R ou GH•E N t:o
(-4Q12') MAX.,: p � � SURFACE..
BOTH WAYS � -c� Q
q
f
200 mm (8•) :MIN. �. I ,�
ABANpQNMENT''SE A L
SECTION ASA F 0 R R: C P INLET
NOTE:
METRIC AND ENGLISH UNITS
PLAN FOR
DIMENSIONS SHOWN ON Tt�ItS
ARE NOT: EXACT EQUAL VALUES..: IF METRIC VALUES ARE: USED. ALL
VALUES USED FOR CONSTRUCTION SHALL; BE METRIC VALUES.. REINFORCING
BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR
SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED :FOR CONSTRUCTION •
SHALL BE ENGLISH UNITS-
SHEET 4 OF 4
:ABANDONMENT SEALS
,
,,.,*••,,,, ; � � ; (Rev. 3/29/991
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
Ii1f111UlOATlAdiftTE�
:ABANDONMENT SEALS
8TANf>I1R0 PLAN
METRIC
I�IIYJC� WORKS STANOAA08
• ICOR MANHOLES AND INi�ihS
381 -1
' � dx4 '•
� t3HEET•1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
At. -
t. to
P_
'
:15M O 300 111fn(N O MANHOLE FRAME AND
12•) HOOPS . COVER PRESSURE TYPE
`. PER STD. PLAN :211
In ._ 200 xxa7 ./
200 Ilrf SURFACE 'ELEVATION
D � 952 mm t3T 3/4•)
.`I' • STEPS
6 IF �' 12S 5' D• • 1013 mrri t40 3/8•I
..
= s r2 i. . L ,?. v2•
D • 1074 mm (435)
-• 6=I5161(+4) 0`800-SPACENG '
(3.Ij°1A 25 mn S• OPTIONAL IS M(+4) 375 mm*(1581•tIS•DOWEL .
--_�- D' * 1135 mm 145 I/2')
EE a V
-MANHOLE OR o iv � � � I
'STORM DRAIN in�- 6I \
1 K' a
CONDUIT �` I PROVIDE CONSTRUCTION JOINT
SO 65 mm WITH CONTINUOUS WATERSTOP
(180) 1/2911 H WHEN MANHOLE SHAFT IS NOT
O W C• QO � ANHLOMONOLITHIC
RIN(e•) SEE NOTEIj�,(e•)MOERTOMDAI
CONDUIT
SECTION A -'A •
ELECTRICALLY BUTT
WELD ENDS OR LAP
ENDS OF BAR •430 mxn
(18•)
ISM{+4) HOOP BARS
METRIC
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
'PROMULGATEDISYTHE
PRESSURE MANHOLE SHAFT WITH.
ST M R �`"
PUBLIC WORKS STANDARDS Wt.
���
CITY
-1
' ,�2
PLANS PREPARED BY:
Q�pFESS/py
oSA. � I�U WILLDAN
,��� Q��' A�q� ``�c-, 13191 Crossroads Parkway North, Suite 405
C,, v o Industr
- � (562) 908-6200
C--,> No. C060153 � UNDER THE SUPERVISION OF:
.&L y, CA 91746-3497
* .EXP. 03-31-04
,sem CIV1�- ��� e :4,L47-
d
���� ?
OF CAS CARLOS ANO RCE 60153
CITY OF FONTANA CALIFORNIA
'
Rev. ��
SHEET 1 OF 2
USE WITH sTANDECCEN'i•RICFREDUCER CONSTRUCTION328
PUBLIC WORKS
-NOTES '
I'. IF H 15. LESS: 450 rnm (18'). W=875 mm x(27')
IF H 1S
BETWEEN 450 mm 081AND 750 Itlm (21-
6• ), V1f=750 tarn (2 -6: ).:
IF H IS 750 Itlm (Z'-6') OR MORE: W=900 mm: 3'-0' .
IF H I M
S ORE THAN 1
215 mm ((41-0 -I/2 }, BRING WALL :VER T) •
CALLY TO:
1215 mm 4 -
( 0 1/26) BELOW SURFACE AND TAPER FROM
900 :mm (3,-
0:)
TO 6.75 mm (270) AS. SHOWN, , •
•2 THIS STRUCTURE SHALL 8E USED WITH MANHOLE FRAME AND::COVER .COVER .
PRESSURE TYPE, .STANDARD FLAN 211.E :IT MAY: BE USED FOR HYDRO-
. .
STATIC HEADS UP T0: 7
.5 m
25: ABOVE. TH
. E. STEEL PLATE. •
3 THE VERTICAL. L SID
EOFT
HE MANHOLE SHAFTS
AND THE ECC
ENTR IC
REDUCER SHALL BE LOCATED: ABOVE AN I
D N LINE WITH *THE SIDE
OF TH ' T
E S ORM
DRAIN CON
DU IT.
�
. REINFORCEMENT EME. NT
SHALL CONFORM TO ASTM A �
4 615M GRADE 30
0(ASTM
r
A 615 GRADE;:
.40 AND SHALL ). LL TERMINATE 40 mm (t 1/2) CLEAR OF
CONCRETE SURFACES UNLESS; .OTHER.WISE SHOWN.
�
,
TANDARD P
LAN 635 OR 636. THE: TOP .5STEPS *SHALL: CONFO'R'M' -To S
•STEP�SHALL BE PLACED DIRECTLY .BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE E SH0WN
STEPS S
HALL
BE UNIFOR
MLY SPACED CED
350 Irm (14
170 .TO 37
5 mm
(15') 0C
6. SEE CONTRACT SPECIFICATIONS FOR •PHYSICAL R
.. EQU:IREMENT;S OF
WATERSTOP.
7 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC .AND ENGLI.SH' `UN•IT
S ARE
NOT EXACT
E QUAL AL V ALOE .
S IF
METR I.0 VALUES
•
ARE US
ED ALL LL Y
ALOES
USED FOR •
CON T
S R TON SHALL B E METRIC• VALUES,: EXCEPT:
UC REINFORCING
BAR SIZES IN ENGLISH UNITS: MAY BE SUBSTITUTED :FOR METRIC BAR SIZES:
IF ENGLISH. UNITS ARE USED.: ,ALL VALUES USED FOR :CONSTRUCTION
SHA- LL BE ENGLISH. UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN)
211:- MANHOLE E FR�
AME AND COVE
R PRESSURE TYPE
635 STEEL. -STEP::
636 POLYPROPYLENE PEAS
TIC ST:EP E
lov
AMERICAN PUBLIC WORKS ASSOCIATION -..SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PRESSURE MANHOLE SHAFT WITH
Q �
o
DIAL TWO WORKING
BEFORE .... DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRE
-1 D
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS 0 F THE DATE 0 F APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
PLANS PREPARED BY:
Q�pFESS/py
oSA. � I�U WILLDAN
,��� Q��' A�q� ``�c-, 13191 Crossroads Parkway North, Suite 405
C,, v o Industr
- � (562) 908-6200
C--,> No. C060153 � UNDER THE SUPERVISION OF:
.&L y, CA 91746-3497
* .EXP. 03-31-04
,sem CIV1�- ��� e :4,L47-
d
���� ?
OF CAS CARLOS ANO RCE 60153
CITY OF FONTANA CALIFORNIA
'
7
•e�co�ea o/er�w1�G
9-21-0
4
*�!7
(,� d
STREET IMPROVEMENTS
DRAWN BY:
DB
APWA STANDARD PLANS -SHEET 4
A 1.1101
SCALE:
NIA
DESIGNED BY:
SCB
DATE:
04-74-03
CHECKED BY:
CAZ
AP 0 � �Z � I*>>
K0,4::�Ir-a �
CITY ENGINEER R.C.E. 51152 DATE;
DRAWING NO.:
2997
, ,