HomeMy WebLinkAbout2450-16RMA1�1f L 111111fRCP OR
EINFORCED MONOLITHIC
ARCM. SEE NOTE 2
r
1 SEE NOTE IO
a J
tINCMESI I
T
tl+rC+MtSI
1=
r R�
�
T_1
}�
s
» ,,
,
IL LATERAL -0
CONNECTOR PIPE
i 1/2
t
i 1/2
0
\
3
6 1/2
\
6 1/2
I 1
T
6 OARS
•
r
04 • 6' OC
IROtJt10 �
•
E SPUN
EDGE - --
S'x2' PIPE SEAT-��
•3 Ott 04 • Ie• OC
TO 3' R!
3'-0. LONG
TIE BARS
I i
4
t AND F OARS
I
16 1/ -
•s • 3. OC.
OETAIL -!J-
CONTINUE 6'OCIRIMOS
SEE NOTE G
L•_r,, STA. POINT
I f
CONNECT-OWIrl
I MIIN SEE NOTE 3
TA. POINT
LATERAL
SEE NOTE S
PLAN
SPUR .3 OR 04 • ie• OC
TIE BARS
REIWORCING STEEL G BARS
•4.6. OC
• MIN.
INE Lxi /
I i
ER
SARs .s ELEV. R
OC
i E
� f r
F BARE •f
3' OC
AR STURBEO / N COtMCRETE CRADLE.
420-C-2000.
SEE NOTE
SECTION Z -Z
TABLE OF
VALUES FOR T
a J
tINCMESI I
T
tl+rC+MtSI
1=
s
�
]4' OUTSIDE
}�
s
1
�
4
i 1/2
7
i 1/2
0
i .
3
6 1/2
s
6 1/2
�s
T
SECTION M -M
OARS
6 OARS
AMIRMAN f1UGM WORK'S ASSOCIATM - SOVTM!!IN CAUPORNIA CONAP''T M
, .v REE AFwIA.Aw
41111111111111cot�PERAno cownT,>Is
JUNCTION STRUCTURE -PIPE TO PIPE
(� ID W OR OD > "A MAIN LINE iD
'TA/"Am Pt""
331-1
12'-S9'
�
]4' OUTSIDE
MV. fwl
SHIM 1 OF II
UM NIRM STANDARD !'ECI'ICATtON: POR Puf lc NIORKS
3 -94 J OARS.
44, ROUND TO 3' R
41-00 OPTIONIAC
4•-1111' LONG.
12'-S9'
OPTIONAL F14.01T
]4' OUTSIDE
3'OC CONTINUE
a
i5'
EDGE OF
ADDITIONAL BAR=_...:
T
•7
r CONCRETE
16.00 TO INSIDE
OF MANHOLE
i .
C+
C
EDGE
,
MIN'.___F
.
144• 141.
�Q
r
C -C II'
STATIOIIt
y
E SPUN
L- 4-•4 H BARS
S'x2' PIPE SEAT-��
1 1�
'
f ANY STANOARO
3'-0. LONG
,,�
/ PIPE JOINT
>• 1/ -
3-0 BARS. 310C
16 1/ -
4S' TS/4•
OETAIL -!J-
CONTINUE 6'OCIRIMOS
+51•
AND COVER NOT HO"
4-•6 E BARS. pt
SEE NOTE 3
eft
SEE NOTE 2
152•
r
154•
Phu wid An** d" be
.3 OR 04,�
e
e�, OMIT THIS
CONCRETE RINGS
• Is, OC
Is.
_ STEP IN
PER STD. STREET GRAPE
s' ' V
TIE BARS
A & B BARS
I-rr
of SPUR kPAVED
STREETS
PLAN 324 w
wat RING SEAT
!
J M
'�'-
`MAx.
OF
~
ITAT I N P N
-''
M BAR
of
STA
16- FOR PAVED
. - H BAR
24- -
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
STREETS. 2'-2' FOR
F
D F
UNPAVED STREETS
�. �. _ VARIABLE
6 epwilimp at E.
PLAN
TIE BARS
E BARS
TIE BAR!
(BNAFT~ NOT SMOwAi11
(SHAFT
GARS-
F F J $ARS
.
STREET
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
�
ROUND
GRADE
TIE �"'
EDGES
MANHOLE
MANHOLE FRAME
OARS
TO 3•R
SHAFT
AND COVER PER
T
PE -1 ST(1.
STD. PLAN 630
•'•'ir
SECTION C -C
PLAN 324
;_
�vLLRT "Ke
!�
._ _-
30
2 -D BAMS
636 POLYPROPYLENE PLASTIC STEP
STEPS -.
TIE
yn �� EBARS
SECTION G -G
'~ t s i=F PIPE
TIE BARS-,
I
1
SE•T
•ARS-.
T T
% •.
0 BARS-,-�
,
4•x2• PIPE
SEATA
I I
~' ROUND
EDGES TO
kO Ass SSS.--C-ms CAMCRRT't
F
BARS S.
F ELEV R
r 3' R
J
�•I
•-4•i TATI i
ELEV. sLEVATION
x
k
B BARS
B
•._. f� �_
N.T. S.
STATION
I
--•40"S' OC BOT04
EL- EVA, ION
WAYS. TO BE
.4046• OC BOTH WAYS.
I/ USED WHEN O
LONGI TUDINA $E.CTION
TO BE USED WHEN D2
!S 60' OR MORE
is 60' OR MORE
SECTION N -M -P -O
T
t 5
LE
A S
i
_D_0
6 1/ •
12'-S9'
•513'
•4tIK''
12 1i2•-
- -13-I/4•
IS'
i5'
_
•�K--
96- 14'
-144•
•7
-
-54•9'
TAVLE OF VALUES
114' lL I/
_60'
63•-
66'
Av 5 T uN Av D S
SECTION -p
MAX.
MIN'.___F
MAX. 17mlN
144• 141.
I/2.
11.
C -C II'
a 1/
I I •
A
V- .
IF 02 1 F
6'
6 1/ •
7a' II 3/4•
�42-
12 1i2•-
- -13-I/4•
IS'
i5'
7 j/4•
96- 14'
4e'
•' -
102' is Ii2`
-54•9'
jr
114' lL I/
_60'
63•-
66'
_9 1/41
9 I/2*
14_.._
i0 1/4•
120' 17'
126' 13' -
i 2• i�iij.
156 -TIT Iii
69,
! 3/�'
144• 141.
-12 1/2-
/2-3
11.
6•
AMERICAN PUSILIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MIOrtILdATt'A BY ?W TAPM/A-AOC
`°""'"'�E�
MANHOLE PIPE TO PIPE
eITANOAfIDPLAN
322-
I •
4'
I •
IS'
4 1/4'
_
66'
10 1/4'
72•
11•
jr
24_
S /1'
74'
11 3/4•
2r
- iij=-
44='
-12 1/2-
/2-3
•
30,
6•
!0'
96.
s3 ►/�'
14•
31' 6 1/�•-
36,
6 1/2'
102'
1 1/ .
75-17A--
31
UNLESS OTHERWISE SHOWN.
42'
>• 1/ -
16 1/ -
4S' TS/4•
..I14•
120•
I
+51•
�••
OTHERWISE SHOWN.
4 1/2'
152•
171
154•
Phu wid An** d" be
1367-
REFER TO STANDARD PLAN 326.
1,14 -
1/4•
144'
Is.
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
I/
AMERICAN PUSILIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MIOrtILdATt'A BY ?W TAPM/A-AOC
`°""'"'�E�
MANHOLE PIPE TO PIPE
eITANOAfIDPLAN
322-
J°'"T C°°�R;;'�
LARGE SIDE INLET
WE WfTN STANDARD SPECIFICAFOR IUKIC WORKS CONSTRUCTIOM
I 9"M I all 3
C] i, • ..
~• .11
".:.i� R
I. THIS JUNCTION STRUCTURE SMALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE. OR WHEN THE INSIDE DIAMETER S OF THE LATERAL IS GREATER
THAN 246. S SHALL NOT EXCEED 3/4 D OR 390.
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN.
0 SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND SENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATION SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE ONSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. S. C AND D SMALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PER
NO TE S.
S. .. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT ORAW114GS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
6. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUN IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
t. ELEVATION S SMALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SMALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SMALL 'ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45•, S IS LESS THAN OR EOUAL TO
24' AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 1/2 D;
OTHERWISE. STANDARD PLAN 340 SMALL BE USED.
7. NO MORE THAN ONE OPENING SMALL BE MADE IN ANY ONE SECTION OF PIPE.
6. THE OPENING FOR THE BREAKOUT SMALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SMALL •E REINFORCED WITH A CONCRETE CRADLE ANo-
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REOUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SMALL EXTEND 12• ABOVE THE TOP OF THE MAIN
LINE ANO TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REtWORCING STEEL SMALL CONFORM TO ASTM A $IS, GRADE 40. AND BR
PLACED 1 I/2' CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE
SHOWN F BARS SHALL BE CARRIED TO A POINT NOT 'LESS THAN J
DISTANCE FROM CENTER LINE WITH J--TD/12 * 6'.
11. FLOOR OF THE SPUR SMALL SE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
AMERICAN PVdLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CMAll I
WANDA110 MAN
331-1
StwlT20F3
JUNCTION STRUCTURE - PIPE TO PIPE
INLET ID . -a 24" OR OD >'/2MAIN LINE ID
NOTE
• I. VALUES FOR A. S. C. 01. 02, ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE SOX IS LESS
THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-G- FOR UNPAVED STREET$,
CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL •N•.
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION
C -C. WHEN DIAMETER DI IS 48. OR LESS. CENTER OF SHAFT MAY BE
LOCATED PER NOTE 3.
S. CENTER OF MANHOLE SHAFT SMALL BE LOCATED OVER CENTER LINE Of
STORM DRAIN WHEN DIAMETER DI IS 48- OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 456 WITH CENTER LINE.
4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS.
BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
S. P SHALL BE S' FOR D2=96. OR LESS AND 8- FOR D2 OVER 196-
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40. AND SHALL
TERMINATE 11/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINt.
4. QODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SMALL NOT BE LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. I.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL SE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
it. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO 15. OC. THE LOWEST
'STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS
INADEOUATE. MAIN LINE : 36' INSIDE DIAMETER OR LARGER,
8. LATERAL = 12' TO 1440 INSIDE DIAMETER: HOWEVER. THE INSIDE
DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF THE
MAIN LINE.
AMERICAN M±sLIC WORKS ASSOCIATION - SOUTHERN CALIPORNIA CHAPTER
STANDARD PLAN
322-0
sem : OF s
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
WC04
vk)
T R
TICAL FOR DIAMETERS GIREATER THAN W
r
r
"r
I 1 i'it1!'yt(N4!!T
TIFMCAL MR 1'AMETE'RS 4W 4r AND LESS
MOTES
t. Lu edm ft M Owlea fl►. R snub. wrwlM4 wr.Iw.
I. MINS to Oa wlftd ft wNllttal @Wpm%. a" IN jok ttaflta go %.
& 11at M Mw w ft% NArwftNs &~ t'. Max1f9mm INt% Is I!!•
ever the 1M of tow pipe,
TIMBER BULKHEAD A
NT. S. 16
AMERICAN PUNL.IC WON 8 ASSOCIATH M - SOUTHERN CALIPORNIA CHAPTER
1RAMOARo FLAN
322-0
0"MffsOF3
Of w 11t.1. * O pft ws
w
, �
Ilfb
� tS NOIT!
A11't
13.
MANHOLE FRAME AND COVER SMALL CONFORM TO STANDARD PLAN 630
«
�
F
1 I - .��� I•
UNLESS OTHERWISE SHOWN.
�-rnvt"AT
t- C•C
+`
14.
MANHOLE SHAFT SMALL CONFORM TO STANDARD PLAN 324 UNLESS
�••
OTHERWISE SHOWN.
wf� WI116 ssltrAmt ft ally
�
T
15.
WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
Phu wid An** d" be
REFER TO STANDARD PLAN 326.
pETAIL "A"
PLAN
16.
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
�warz'eNrrfw>ft
SPECIFIED REFER TO STANDARD PLAN 328.
v11ttA "Maw
'
17.
WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT IS SPECIFIED
• ._
�
at6"CH~ ��' ..
... +�. ___..
REFER TO STANDARD PLAN 329.
of
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
s..lr@ rwIIR tea.
Mrl•t wroww
•
6 epwilimp at E.
�atw�
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
N-ecsx�~
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
•
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC:`
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
16
•'•'ir
633 36 -INCH MANHOLE FRAME AND COVER
�vLLRT "Ke
635 STEEL STEP
30
636 POLYPROPYLENE PLASTIC STEP
I
1
�
Alm
kO Ass SSS.--C-ms CAMCRRT't
SECTION A- A.
CMP MET-
B
N.T. S.
16
AMERICAN PUNL.IC WON 8 ASSOCIATH M - SOUTHERN CALIPORNIA CHAPTER
1RAMOARo FLAN
322-0
0"MffsOF3
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
F ilenamr: L: \UWts \ l ULU I \sU \5UKAIr4 l 0. U VWW
Date: December 1. 1996