HomeMy WebLinkAbout2486-4.tif3
Underground service Alert
C= C� TOLL FREE
1-�00
%A1 IAI
� 422-4133
TWO WORKING DAYS BEFORE YOU DIG
MAX t Tf AEOV�REO wr
W V FRONT REAR BOTTOM ENO
WAIL WAIL A WAIL
S.s e• e e
e e N R R
T e t e 0 E E
T' 12 e e I G
N u
la' ♦ • e � R 0 R
e 6 e '�.• R
I♦ 12 e a ;p � o
6
r
0� MI Z• V)12 OR �) 1 ![[ ►ROJ[C PIAN!
L
- F� pl F
EDGES t0 BE
ROUNDED
0 BaR$ B! 41 TO 3' R
• I
3 o c ..._..__I
•3 TIE BAR //R'►^ R=10 OF SPUR
4-•6. E BARS Qf
3'-3' LONG. ;
SEE NOTE 2 I-.3 TIE BAR
p BARS I`
3' oC. �•• ; I
I all
S` E NOTE 9 &
3-04 J BARS 4'-8'
' I LONG 3. OC CON* T
ADD -L. BARS 6. OC
TO INSIDE EDGE OF
PLAN MANHOLE,
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300-1
PIPE
STANDARD PLAN
PROMULGATED BY THE APWA•AOC
JOINT CooPEMTrvE COMMITTEE
CURB OPENING 'CATCH BASIN
300-1
19e1
SHEET 1 OF 3
USE WITH STANDARD SPECNICATION3 FOR PUBLIC WORKS CONSTRUCTION
REV.19lt
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR ►ueuc WORKS CONSTRUCTION
NOTES;
1, WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED
EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A
WEAKENED PLANE ORA 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
All EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLQR, FINISH, AND SCORING TO
EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING. '
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE
GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS: •
B = 3 FEET 2 INCHES
V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET - 4.5 FEET.
VV = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
3, BUT SHALL NOT BE LESS THAN CURE FACE PLUS 12 INCHES.
V, =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
INLET. NOTED ON THE PROJECT PLANS. '
H =NOTED ON THE PROJECT PLANS.
W =NOTED ON THE PROJECT PLANS.
A a THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
3. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE, SPECIFIED.
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO OF THE BASIN. WHERE THE
CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE
CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE 4F A
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN
CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2•t!2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL. •
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION •
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND
COVER ,
635 STEEL STEP ,
636 POLYPROPYLENE PLASTIC STEP
NOTES '
I, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 I/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS.
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 01 IS 48' OR LESS, CENTER OF SHAFT
MAY 8E LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER 01 IS 48' OR LESS. IN WHICH CASE PLACE
E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND
OMIT'J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=96' OR LESS, L=5'-6', P=5'
B. Oj OVER 96', L= 6' -0', P--8*
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 6'OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT, ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES. '
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40. AND SHALL
TERMINATE I I/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BOGY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
B. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE SH. I.
9. 0 BARS SHALL BE 04 FOR Oj= 39' OR LESS. •5 FOR 02= 42' TO 84'
INCLUSIVE AND °6 FOR 02=90' OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR .636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14• TO IS' OC. THE LOWEST
STEP SHALL NOT BE MORE, THAN 24' ABOVE THE INVERT,
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE
A. MAIN LINE = 36' INSIDE DIAMETER OR LARGER, EXCEPT IF MAIN LINE
RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND
MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL
BE USED.
B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL
ENTERS THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
• THE -MANHOLE BE GREATER THAN 30'.
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PIAN 630•
UNLESS OTHERWISE SHOWN.
14, MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
IS. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANOARp PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17.
STANDARD PLAN
300-1
PIPE
CURB OPENING CATCH BASIN
JOINT COOPERATIVE COMMITTEE
MAIN LINE ID -36" OR LARGER
SHEET t Of'2
OPTIONAL OUTSIDE
EDGE OF CONCRETE
Ct fC
4-•4 N BARS
4,_0 3'-Q' LONG
DETAIL "N"
IRINGS AND COVER NOT SHOWN)
STANDARD PLAN
320-0
eHEET,oF,
PIPE
STANDARD PIAN
320-0
JOINT COOPERATIVE COMMITTEE
MAIN LINE ID -36" OR LARGER
_
1992
SHEET 1 OF 3
USE WITH STANDARD SPECNICATION3 FOR PUBLIC WORKS CONSTRUCTION
- ._144•
•703'
-...,.SO
10 I/4•
-i8'
_66'
)2'
11•
21' S'
3 I/4'
)e'
It 314'
-j4:
2T
)0'
6•
0' i7
-60'
/2'X26°630'i3.2'i�i2'66'
36'
IN
SECTION A -A
IS 1/2•
STREETS
i38' ITii�
69_
IO 3/4•
144• i8
i
16 1/2'
45'
-1 3/4•
Ij0'
4
tn
i4�'
SEE NOTE 2
(SEE NOTE I)
(SHAFT NOT SHOWN) ZII
of PIPE SEAT LEVEL.
QISEE NOTE e
MANHOLE FRAME 1` E gAR$ N NI U.
STREET
STREET ANO COVER PER
GRADE $T0. PLAN 630
24' I I� 0 BARS
MA'IHOLE SHAFT I
PEI? 5T0. � S'•2' PIPE m � P I I2' -4.,2.-q. t p p'
PLAN 324 SEAT a � I I �:•-
E BARS W
t 3,_0• I vWi
TIE BARS
ff.34
GRADE POINTS.
$TEp$ t SEE NOTE 4
TIE tiaR S �'
SECTION_ 6-8
PAVED
ROUND F F J BARS
EDGES SPRING SPRING LINE '
TO 3'R CONCRETE RINGS
•4018• GC INLET PER STD.
BOTH WAYS. ELEVATION PLAN 324
TO BE USED APPLIES AT
THIS POINT OMIT THIS
WHEN OI I„
60. OR OVER STEP
TABLE OF _
F 1 02 F
02 1
36' ' 6 I/2' 78' U 3/4'
39• 7• ea• 121/2•
90' 13 1/a•
45' I 7 3/4• 96' Ia•
48' 8• 102' IS 1/2'
Sr I; 1/2' 108• 16'
Sa• 9• ua• 16 v2.
57.1 9 I/4• 120' 17'
60' 9 1/2' 126' 17'
63� 10' 132'�17 I/2'
66' • 10 I/a• 138'. 17 I/2'
69' 10 3/4' I44• 18'
_7'
STANDARD PLAN
320-0
eHEET,oF,
PIPE
STANDARD PIAN
320-0
JOINT COOPERATIVE COMMITTEE
MAIN LINE ID -36" OR LARGER
_
1992
SHEET 1 OF 3
USE WITH STANDARD SPECNICATION3 FOR PUBLIC WORKS CONSTRUCTION
- ._144•
•703'
-...,.SO
10 I/4•
-i8'
_66'
)2'
11•
21' S'
3 I/4'
)e'
It 314'
-j4:
2T
)0'
6•
0' i7
-60'
/2'X26°630'i3.2'i�i2'66'
36'
IN
SECTION A -A
IS 1/2•
STREETS
M B 4 R 5 -� 11-
/ r
16' FOR PAVED F
STREETS, 2'-Z*
_
VALUES FOR F FOR UNPAVED
TR TS
Filename: L:\DWG\10201 ,\,�
L`•'�I
STREET GRADE
S'• I• RING SEAT
H BARS
: SEE TABLE
o VARIABLE
E BARS
•3 OR •a
TIE BARS
J BARS
S EE ROUND
EDGES
TO 3' R
kl
SECTION C -C
TABLE 0 VALUES FOR M (SEE NOTE 1)
PAVED STREET UN_PAVEO_STREET
SECTION -
MA%. MIN. � MAX. ( -MIN.
A -l1 MAX -..'
I/2'1 I 3,-6•
C -C u' a 1/2' 16' IS•
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA•AOC MANHOLE PIPE TO
a I E
i33EMSLr
t
cuge rAct • N
• 4 0 12'
r . ♦. R EACH WAY STREET, GUTTER
OR LOCAL OE►RESSION
I r.cE FLOW LIN suR ACE
I PLATE . �
C
-SCORING
I ERINO
I � I ) l INE� - 1�31 -3"R
2 EXTRA 4 t 1 41
oN z slD[s of culls LINE 1 -s•2 xoPt
t MANHOLE FRAME I I 0 -^,l K
I ,ANO COVER I, DOWEL (TYPI I CLEAR I r
1•
I I t STEPS d
I � CATCH BASIN IF
MANHOLE FRAME
� AND COVER .� I
I I
3'R
► ♦' MIN �•
v 12' MAx.
, s I , • r __.
i �4 i i I
A STEPS �
_ i! OPTIONAL SUSGRAOC
1 • � •CONNECTOR PIPE
_ � i I • e OR MONOLITHIC
1 l; t ,. � � CATCH BASIN
I 1 l � CONNECTION
1 .i_._ _'-•. _ • - � "q /A OPTIONAL ROUGHENED
�Il- CONST JOINT (TIP.)
11 �
/
` DOWEL 4TYP.1._-� !I p'•, SECTION A -A
�czc; '
PLAN
I 94
1
STRUCTURAL DATA
WAIL AND SLAB OIMEN310N5 DOWEL DETAIL
AND REINFORCEMENT REQUIREMENTS
REtNFORG u Ni
MAX
ir
STANDARD PLAN
320-0
eHEET,oF,
PIPE
STANDARD PIAN
320-0
JOINT COOPERATIVE COMMITTEE
MAIN LINE ID -36" OR LARGER
_
1992
SHEET 1 OF 3
USE WITH STANDARD SPECNICATION3 FOR PUBLIC WORKS CONSTRUCTION
- ._144•
•703'
-...,.SO
10 I/4•
-i8'
_66'
)2'
11•
21' S'
3 I/4'
)e'
It 314'
-j4:
2T
)0'
6•
0' i7
-60'
/2'X26°630'i3.2'i�i2'66'
36'
6 1/2`
102•
IS 1/2•
2• 11•
i38' ITii�
L`•'�I
STREET GRADE
S'• I• RING SEAT
H BARS
: SEE TABLE
o VARIABLE
E BARS
•3 OR •a
TIE BARS
J BARS
S EE ROUND
EDGES
TO 3' R
kl
SECTION C -C
TABLE 0 VALUES FOR M (SEE NOTE 1)
PAVED STREET UN_PAVEO_STREET
SECTION -
MA%. MIN. � MAX. ( -MIN.
A -l1 MAX -..'
I/2'1 I 3,-6•
C -C u' a 1/2' 16' IS•
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA•AOC MANHOLE PIPE TO
a I E
i33EMSLr
t
cuge rAct • N
• 4 0 12'
r . ♦. R EACH WAY STREET, GUTTER
OR LOCAL OE►RESSION
I r.cE FLOW LIN suR ACE
I PLATE . �
C
-SCORING
I ERINO
I � I ) l INE� - 1�31 -3"R
2 EXTRA 4 t 1 41
oN z slD[s of culls LINE 1 -s•2 xoPt
t MANHOLE FRAME I I 0 -^,l K
I ,ANO COVER I, DOWEL (TYPI I CLEAR I r
1•
I I t STEPS d
I � CATCH BASIN IF
MANHOLE FRAME
� AND COVER .� I
I I
3'R
► ♦' MIN �•
v 12' MAx.
, s I , • r __.
i �4 i i I
A STEPS �
_ i! OPTIONAL SUSGRAOC
1 • � •CONNECTOR PIPE
_ � i I • e OR MONOLITHIC
1 l; t ,. � � CATCH BASIN
I 1 l � CONNECTION
1 .i_._ _'-•. _ • - � "q /A OPTIONAL ROUGHENED
�Il- CONST JOINT (TIP.)
11 �
/
` DOWEL 4TYP.1._-� !I p'•, SECTION A -A
�czc; '
PLAN
I 94
1
STRUCTURAL DATA
WAIL AND SLAB OIMEN310N5 DOWEL DETAIL
AND REINFORCEMENT REQUIREMENTS
REtNFORG u Ni
MAX
ir
STANDARD PLAN
320-0
eHEET,oF,
PIPE
STANDARD PIAN
320-0
JOINT COOPERATIVE COMMITTEE
MAIN LINE ID -36" OR LARGER
_
1992
SHEET 1 OF 3
USE WITH STANDARD SPECNICATION3 FOR PUBLIC WORKS CONSTRUCTION
WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
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
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC
STEP
3 '•4 J BARS. OPTIONAL
4'c
e•'4 ROUND TO 3' R 0'
4'-8' LONG. UTSIDE
3'OC CONTINUE OPTIONAL FILLET
ADDITIONAL Bags F 01 F DGE OF
r6.00TO
INSIDEONCRETE
EDce of
MANHOLEaCt5T4TIQN4-.4 H 8AR5
�svuR
S'.2' PIPE SEAT ANY STANDARD 3'-0' LONG
PIPE JOINT
3-0 BARS, 3.00 "
CONTINUE 6'OC (RINGS Op OE R`NOT gHOwN)
+
SEE6N07EA3S PtSEE NOTE 2
•3 OR .4 my OMIT THIS CONCRETE RINGS
O 18' OC �i�'�.;�'`�` R � I D STEP IN PER STD. STREET GRADE
TIE BARS PAVED PLAN S' r I' I
A B BARS Of SPUR ) J RING SEAT
32LA
6MAX. STH S, w
Nf -j+M OfT3 N�
TATION PT. BAR
STATION '• 16' FOR PAVED. N BAR
Z4•k
STREETS, 2'-2FOR
F� D I F UNPAVED STREET$ VARIABLE
71E BARS 6• E BARS
PLAN a 71E BARS
(SHAFT NOT SHOWN) r- F F J gAR$
$T4EET 6AR$----� f-.
GRADE ROUND
TIE 41 EDGES
BARS --j7, _ TO 3•R
MANHOLE MANHOLE FRAME
SHAFT -•-r AND COVER PER T T
PE`I STD. - - STD. PLAN 630
PLAN 324-� : - I� SECTION C -C I
,m
I� -D BARS '•
j
�w TIE BARS SHAFT
STEPS f BARS SECTION G -G
IN/% I S'=2' PIPE SEAT
TIE BARS
o! 0 BARS,
DBARS
5'12' PIPE 1 ROUND ,
$EAT A BARS I� EDGES TO ( I lip
F •I , I F 5' 3• R TATION 1 f
.; 5'• ELEV R m• 4 P, 2'-4•I
ELEV. $ I ELEVATION I I
�---8 BARS 1
4 y ._.
,-�• STATION
�-•a018' OC BOTH ELEVATION
�•WAYS, 70 8E
I
040I$' GC g47H WAYS: '1/ USED �'+HEV B LONGITUDINAL SECTION
TO 9E USEJ v+HcN DI IS 60' OR MORE
IS 60/
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
eHEET,oF,
MANHOLE PIPE TO PIPE
MAIN LINE ID=36" OR LARGER
' OR MORE
SECTION N -M -P -O LE
TAB 0F 94R5 SIZES
Or ORB A 9 B 0oa c
1
TABLE 0F v4LUE5 FOR M I NOTE 1
SECTION
Or VALUES
P4°EO STREET UNPAVED 5 BEET
J•406'
2'-39'
•SOS'
_
4j_i;�-
X603•
-••So6'
- ._144•
•703'
-...,.SO
TABLE 0F VALUES FOR f
0 D F
_36' 6 v7_ e• a )/4
-42' 7 I/2_ 90' 13 i/A'
�8•-- a.-- i02• -1 2 -
-'St• g 1 108' 16•
-S�' ,9' Iia• 1t; 1i2 '
S)' /�• I2
4-96-w-4'
Or VALUES
P4°EO STREET UNPAVED 5 BEET
L
M4 X. MIN, MAX. MIN
N -M -P -O
2'-10 I/ '
C -C'-
li•� �8 i/2' 16' �S'
TABLE
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA•AGC MANHOLE PIPE TO PIPE
JOINT COOPERATIVE COMMITTEE A p C 322-0
L G SIDE
Or VALUES
FOR T
L
t992
B
SHEET 1 OF 7
12'
4•
6
t0•
iS'
ai/4•
10 I/4•
-i8'
_66'
)2'
11•
21' S'
3 I/4'
)e'
It 314'
-j4:
2T
)0'
6•
0' i7
-60'
/2'X26°630'i3.2'i�i2'66'
36'
6 1/2`
102•
IS 1/2•
39•
i38' ITii�
69_
IO 3/4•
144• i8
i
16 1/2'
45'
TABLE
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA•AGC MANHOLE PIPE TO PIPE
JOINT COOPERATIVE COMMITTEE A p C 322-0
L G SIDE
Or VALUES
FOR T
L
t992
B
SHEET 1 OF 7
12'
4•
6
t0•
iS'
ai/4•
10 I/4•
-i8'
_66'
)2'
11•
21' S'
3 I/4'
)e'
It 314'
-j4:
2T
)0'
6•
-9 6'
96'
13 I/4'
14•
3 J--1/4-
36'
6 1/2`
102•
IS 1/2•
39•
roe•
Ib•
114•
16 1/2'
45'
-1 3/4•
Ij0'
4
tn
i4�'
NOTES
• t. VALUES FOR A. B. C. DI. D2, 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 BOX IS LESS •
THAN 2'-10 I/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS,
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 pt IS 48' OR LESS. CENTER OF SHAFT MAY BE
LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL 8E LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER 01 IS 48' OR LESS. IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• 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.
5. P SHALL 8E 5' FOR D2-96* OR LESS AND 8' FOR 02 OVER 96'
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 LINE,
8. BUOY 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 SHALL NOT 8E LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE. SH. !.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL 8E
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
II, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO IS' 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
INADEQUATE, MAIN LINE = 36' INSIDE DIAMETER OR LARGER.
B. LATERAL 12' TO 144' INSIDE DIAMETER: HOWEVER. THE INSIDE
DIAMETER SHALL NOT EXCEED THE INSIDE
INLET
L
t992
M Il G
SHEET 1 OF 7
USE WITH STANDARD SPECNIMCAT10N3 FOR9UBIIC WORKS CONSTRUCTION
DIAMETER OF THE
MAIN LINE.
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,
IS. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328,
17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT IS SPECIFIED
REFER TO STANDARD PLAN 329.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
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
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMtRICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP7lR STANDARD PIAN
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-0
ENEIR 3 Of 3
\SDRAIN3.DWG
Date: April 21, 1997
\SDRAIN3.DWG
Date: April 21, 1997