HomeMy WebLinkAbout4222-5- -
3 -F3M (#4 J BARS,
C
STANDARD PLAN
METRIC
• 1.4 m' (4'-8"; LONG,
_
(4'-
75 mm (3") OC CONTINUE
F D1 F
m
ADDITIONAL BARS
OF 1050 mm -
- CON CRF, „_-,
150 mm (8") OC TO INSIDE
e
'
EDGE OF MANHOLE
> 1
D e
SPPWC 630
X3
.�
STATION
1200 mm
�,
t SPUR
125 mm x 50 rnm (5"x
�
D BARS
-2"}-PiP�SEA
L
4-/i3KL } H
ARSmm
3-1) BARS, 75 mm
'
• - -
OC SUE
6
6
PIJOINT
(CON 61
150
"N"
6
4-19M ME 6 E BARS
SEE N 3
(RINGS AND COVER NOT SHOWN)
?
10M 0 450 mm #3
SEE NOTE
2
OR %4 0 18") 0
�
-_
TIE BARS
I
A BARS 125 mm
Adc8BAR
111 3/41
- ROUND TO.75-mm. (3") R
12m
")
OPTIONAL
OUTSIDE -
STANDARD PLAN
METRIC
OPTIONAL FILLET
LARGE SIDE INLET
(4'-
EDGE
EDGE OF
!
m
-
OF 1050 mm -
- CON CRF, „_-,
AND COVER PER
F
0
r
(3'-6")
D e
SPPWC 630
C
.�
C
1200 mm
�,
t SPUR
SHAFT R
SPPWC 32 " 4 \
�
D BARS
150 mm (6*)
L
4-/i3KL } H
ARSmm
�_ .
_. ANY STANDARD ' -
- - - ---
_-- 3-4G-
6
6
PIJOINT
DETAIL
"N"
6
! 3:2
SLOPE
°c
(RINGS AND COVER NOT SHOWN)
?
(5"x2")
SEE NOTE
2
CTATInm O'nImIr NM \ -R •1 0 " STREET
-
OF SPUR t
GRADE
STANDARD PLAN
METRIC
°REEN9° 2
,99�
LARGE SIDE INLET
WITH A MAX,
MANHOLE FRAME
!
m
-
OF 1050 mm -
1 OF 4
AND COVER PER
F
0
F
(3'-6")
w
SPPWC 630
PLAN
MANHOLE " 1
m
1200 mm
(SHAFT NOT SHOWN)_
SHAFT R
SPPWC 32 " 4 \
�
D BARS
165 rnm
-
STEPS
w
w
TIE BARS
F BARS
mm
v Li I
----
6
6
TIE BARS
IARS
125 mm x 50 mm
6
! 3:2
SLOPE
°c
101 4
Mm
(5"x2")
_..,---.---__...._.-
I
mm
RS
-_
PIPE SEAT
I
A BARS 125 mm
mm
111 3/41
FPLA
EL S
25 mm s
EL R 5 m
400 mm
2550 mm
2700 mm
fga')55mm
102
108
395 mm
40s mm
I
2850 mm
8 BARS
420 mm
-T
ICURB
120
430 mm
#13M 0 450 mm (#4 0 18")
E E
126
OC BOTH WAYS, TO BE
SECTION G -G
/t3M 0 450 mm (#4 0 18") OC
USED WHEN B IS 1500 mm
445 -mm
445 mm
455 mm
BOTH WAYS, TO BE USED
(60") OR MORE
395 mm
WHEN D IS 1500 mm (60")
OR MOR
to E
405 mm
SECTION N -M -P -O
2850 mrn 114
CONCRETE RINGS PER
I
OMIT THIS STEP IN
SPPWC 324
17
PAVED STREETS
125 mm
5 STREET GRADE
17
H BAR
125 mm x 25 mm (5" x .1")
150 mm (6
m RING SEAT
w m
445 mm
(17192
STEPS
455 mm
400 mm (16") FOR PAVED
150 mm (6")
4. VALUES FOR A. B, C ANDD SHALL BE SHOWN ON THE PLANS.;
STREETS, 650 mm (2'-2"
H
MANHOLE FRAME
AND COVER
I
FOR UNPAVED IS
_BAR- --
t
150 mm e
4 VARIABLE
r 1 ! TIE BARS
E BARS
NOTE 5.
150 m m 6
TIE BARS
(
F F J BARS
mm 75 mm
(12) MAX (3")
ROUND EDGES TO
CATCH BASIN
MANHOLE FRAME
1`+ 75 mm (3") R
E
E
SECTION C -C
0
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
E
MI WORK A71 STANDARDS
►ueuc worslcs sr�N°�R°s lwc.
M �� - N -HOLE PIPE TO PIPE
STANDARD PLAN
METRIC
°REEN9° 2
,99�
LARGE SIDE INLET
322-1
REV 1696
!
m
USE WITH STANDARD SPECT I A ONS FOR PUBLIC WORKS CONS TRU T{ONSHEET
5 mm STREET, GUTTER,
5 mm (1/4") R OR LOCAL DEPRESSION
1 OF 4
r *1 !
"',
(3
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
----PROU All -Fr-7He--
°R�!°°Is caaml>
"""""B�""°'"'-""-
- - I-------------- ---- -
CURB OPENING CATCH BASIN
-S_1AND_ARD P1A
METRIC
300-2
1,�4
REV. 199$ 1996^ �''
ATE
t3M O 300 mm (#4 O 12-) A93EMB
WAY
4
USE HATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON
!
m
1/21
5 mm STREET, GUTTER,
5 mm (1/4") R OR LOCAL DEPRESSION
525 mm 21
1180 mm
7
m
4i
- URFACE
1
1125 mm
MADOL E
I U
150 mm
1200 mm
825 mm 3
mrn
6 1/41
1275 mm (5111
165 rnm
mm 8 1
350 mm
180 mm
mm
1050 mm42
----
6
6
9
10 mm
(4) R
II
6
! 3:2
SLOPE
°c
101 4
Mm
6
_..,---.---__...._.-
_.
mm
FLOW._UNE
-_
N
75"mm
(731
mm
111 3/41
FPLA
84
90)
320 mm
DO
("`
400 mm
2550 mm
2700 mm
fga')55mm
102
108
395 mm
40s mm
I
2850 mm
114
420 mm
6 21
ICURB
120
430 mm
17
E E
126
mm
1
300 m
3450 m
3600 mm
LIN
445 -mm
445 mm
455 mm
17 2-
17 1
15
UNE
395 mm
`=
to E
405 mm
+
2850 mrn 114
420 mm
I
3000 mm120
430 mm
17
3150 mm 126
N h
17
W
t
'
(17 1
i2 EXTRA t3M#4)•
ON 2 SIDEES
445 mm
(17192
STEPS
455 mm
Osl
4. VALUES FOR A. B, C ANDD SHALL BE SHOWN ON THE PLANS.;
4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR
MANHOLE FRAME
AND COVER
I
(
t
100 mm
( MIN
m
NOTE 5.
I
(
mm 75 mm
(12) MAX (3")
-._ALL-I•R-ON-CAS nNG_.-SHALL•.-RECEI-VE-.AN -ASPHALTIC- CO-ATING:-AFTER--•-_.-
CATCH BASIN
MANHOLE FRAME
E
E
FABRICATION.
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
AND CO
c I
I
w
b
6. GASKET MATERIAL SHALL BE 2 mm (1/16"):THICK NEOPRENE RUBBER.
F
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
PRESSURE .PLATE GASKET SHALL BE 794 mm (2'-7 1/4-1).-O.D..
M
OF INLET PIPE.
c, ELEVATION S SHALL'BE SHOWN ON THE PLANS IF AN INLET
7, ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
_"
L
�
0
<
FRAME SHALL BE SET ON 13 mm (1/2") THICK MINIMUM WET MORTAR
(/ )
w
-JO
OPTIONAL SUBGRADE
CONNECTOR PIPE
OR MONOLITHIC
c)
,�
(
I
Z�
oh
B
CONNECTION"
\
�
A
STEPS
BE TESTED.. FOR ACCURATE FIT PRIOR TO DELIVERY -TO JOBSITE AND
-
I
I
SECTION A- A
-)
E
0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.
!�
N d(
I
100 mm
(4") R
200 mm 8"
{113M k4
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORM L
Y
90
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
�;.
ro
n ..
!
(
m
s
(v
DOWEL (TY.
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
^
THE SPUR.
t"
PLAN
9.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
DOWEL DETAIL
"',
(3
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
----PROU All -Fr-7He--
°R�!°°Is caaml>
"""""B�""°'"'-""-
- - I-------------- ---- -
CURB OPENING CATCH BASIN
-S_1AND_ARD P1A
METRIC
300-2
1,�4
REV. 199$ 1996^ �''
100 mm
4
USE HATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CON
!
SHEET 1 OF 2
BENCH MARK: 1377 BASIS OF BEARINGS.
N do F /N PP / 408083E BASIS OF BEARINGS N. 01727'1,3' E
(STAMPED F. U. W.B.M.) AS SHOWN ON TRACT MAP NO. 1.32
SE CORNER HEMLOCK & FOOTHILL AVE. BOOK 221, PAGE 3-6
r 1 ' ELEVAnON: 1259.54
C SHAFT - -- -
E 1.25 mm x 50 mm (5" x2")
E PIPE SEAT
ENID BAR
D BARS
ROUND EDGES (jP
TO 75 mm (3") R
� P 700 m STATION II
-4) ELEVATION I
11
STATION
ELEVATION
LONGITUDINAL SECTION
TABLE OF AU SE -NO-S-2)
SECTION A -T UNPAVED STREET
MAXMIN MAX MIN
N -M- - mm - 1060 mm 3 -6
C -C 282 mm 11 217 mm 8 -112") 410 mm 16 360 mm 15
TABLEOF
VXLUES
A OLE PIPE TO P7E
(LARGE -SID INLET)
CURB OPENING CATCH BASIN
300 mm 12
100 mm
4
0 71m(36-1
110 mm
1mm
1/21
975 mm
525 mm 21
1180 mm
7
1050 mm
4i
mm
1
1125 mm
MADOL E
195 mm3/4-11
150 mm
1200 mm
825 mm 3
mrn
6 1/41
1275 mm (5111
165 rnm
mm 8 1
350 mm
180 mm
mm
1050 mm42
4 mm
1500 mm
mm
6
6
mm
255 mm
1
9 1
10
I mm
6
250
101 4
Mm
6
275 mm
1 4
mm
9
280 mm
N
1950 mm
(731
mm
111 3/41
2100 m
250 mm
84
90)
320 mm
1 1
13 1 4
400 mm
2550 mm
2700 mm
fga')55mm
102
108
395 mm
40s mm
14
15 112-1
1
2850 mm
114
420 mm
6 21
3000 mm
120
430 mm
17
21 50 mm
126
mm
1
300 m
3450 m
3600 mm
- 132
138
144
445 -mm
445 mm
455 mm
17 2-
17 1
15
TABLE OF VALUES FOR T
sTANanao PLAN
METRIC
322-1
__LtUT 2OF4
A OLE PIPE TO P7E
(LARGE -SID INLET)
CURB OPENING CATCH BASIN
300 mm 12
100 mm
4
375 mm 15
110 mm
4 1/4")
450 mm 18
115 mm 4 1
525 mm 21
125 mm
500 mm 24
135 mm
5.1 4
675 mm (271
140 mm
MADOL E
750 mm
150 mm
6
825 mm 3
160 mm
6 1/41
900 mm (361
165 rnm
B 1
975 mm 39
180 mm
D , 1022 mm (3'-4 1/4") p. , E 0.
1050 mm42
190 mm
7 1
1125 mm
195 mm
7 3/47)
1200 mm 48
205 mm
8
1275 mm 51
215 mm
8 1 2
1350 mm 54
230 mm
9
1425 mm 5
mm
4
1500 mm 60
240 mm
9 1
1575 mm 63
255 mm
10
11650 mm 66
260 mm
10 1 4
1725 mm 69
275 mrn
10 3/4')
1800mm (72-1
280 mm
11
1950 mm 78
300 mm
11 3 4
2100 mm 84
320 mm
121 2
2250 mm 90
335 mm
13 11,V)
2400 mm 98
355 mm
14
2550 mm 102
395 mm
15 1/2-1-
22700
2700 mm 108
405 mm
16
2850 mrn 114
420 mm
16 1 /2-)-
3000 mm120
430 mm
17
3150 mm 126
430 mm
17
3300 mm 132'
445 mm
(17 1
3450 mm 138
445 mm
(17192
3600 mm 144
455 mm
Osl
ME
STAND -ARD -PLANS- FOR- PUBLIC --WORKS -CONSTRUCTION
sTANanao PLAN
METRIC
322-1
__LtUT 2OF4
A OLE PIPE TO P7E
(LARGE -SID INLET)
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 K
E H A WEAKENED PLANE OR A 25 mm (1) DEEP SAWCUT CONTINUOUSLY AROUND
THE -EXTERNAL -PERIMETER --OF -THE CATCH B-ASIN---WWALLS,--INCLUDING-ACROSS-1`HE--FULL--WIDT-H
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
COLOR, 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 BL 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%, 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 - 970 mm (3'-2")
V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET - 1.35 m (4.5').
VU= 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 CURB FACE PLUS 300 mm (12").
VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PLANS.
H = NOTED ON THE PLANS.
W - NOTED ON THE PLANS.
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.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END 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 80 mm 3") PIPE EMBEDMENT, ALL AROUND, WITHIN
THE CATCH BASIN WALL, AND 75 mm (3") RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND, ADJACENT TO PIPE ENDS. AA MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN
70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER, THE OPTIONAL USE OF 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 300 mm42") APART. THE TOP STEP SHALL BE 175 mm (7") BELOW THE TOP OF THE
MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5").
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8_ THE FOLLOWING SPPWC 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
(91
---- -STANDARD-PI=ANS-fflR-FUStFC-WORKS CONSTRUC�+ON-- ----
-__-
sTANpART PLAN
�tETRTC --
300--2
M HOLE PIPE TO PIPE
CURB OPENING CATCH BASIN
» e4
�` °11°°""� `
INLET ID D 600 mm 24 OR OD > 1/2 M0 LINE ID
SHEET 2 OF
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REWWON DESCRIP7701V
REV- PRIOR APPROVAL 04/03/2008
NOTES
1. VALUES FOR A. B. C, D I D 2 ELEVATION R AND ELEVATION S ARE
SHOWN ON THE PLANS. ELEVATION S APPLIES AT INSIDE
.WA_ LL-QE_SSKI _C_T_U8E..
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (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 D IIS 1200 mm (48") OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3,
3, CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF
STORM DRAIN WHEN DIAMETER DI IS 1200 mm(48") OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45" WITH
CENTERLINE.
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 BE 125 mm (5") FOR 02=2400 mm (96") OR LESS AND 200 mm (8")
FOR D2 OVER 2400 mm (96").
6, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY 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 BE LESS THAN THE TABULAR VALUES OF
F SHOWN ON TABLE, SHEET 1.
10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE INVERT.
12. THE - FOLLOWING CRITERIA -SHALL- BE USED FOR THIS -MANHOLE:
A. THIS STANDARD PLAN IS USED WHEN SPPWC 320 IS INADEQUATE.
MAIN LINE.- 900 mm (36") INSIDE DIAMETER OR LARGER.
B. LATERAL 96, 300 mm (12") TO 3600 mm (144") INSIDE DIAMETER; HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
STANDARD- .PL'ANS-FOR.- PUBLIC. WORKS -CONSTRUCTION
_sTANDARI7=PLnN
-- METRIC
322-1
SHEET 3 OF 4
M HOLE PIPE TO PIPE
it MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
A
80 mm 3" MIN ( i
IROUND
< p co ) EDGE
I TO 7 mm
o I
w � SOC W E
O N W N I I G
W_
I
E fO
.. STATION POINT
CONNECTOR PIF
( 1 80 mm SEE NOTE 3
(3") MIN
' STATION POINT
LATERAL
SEE NOTE 3
PLAN
SPUR �3MOR �4 m 18"}
C TIE AR
REINFORCING STEEL G BARS r3M O 150 mm
(#4 0 6 } OC F -
BO mm (3") MIN
SPRANG/� \ I 5
ROUND 1 g i 130 mm m
UNE-� f I EDGES -EL R
" I ELIS / 0 80Rmm8(3"��
F
' ' ��� .moi ...•
F BARS #16M (#5)
O 75 mm (Y) C
UNDISTURBED CONCRETE CRADLE,
EARTH H H 265-C-14 (450-C-2000),
SEE NOTE 9
SECTION Z -Z
4L LATERAL/
CONNECTOR PIPE
'-G BARS
i (14 0 06') OC
-10M O 450 mm")
C TTIIE VARS 8
-E AND F BARS
6M 0 75 mm
05 0 Oc
SE NOTE 8'
SECTION M -M
BARS
BARS
��
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
,D, c WORKS IT �AROf INC.
JUNCTION STRUCTURE -PIPE TO PIPE
STANDARDCPLAN
» e4
�` °11°°""� `
INLET ID D 600 mm 24 OR OD > 1/2 M0 LINE ID
331-2
REV. 1996, 1999
SHEETJ OFjj
USE I SAN ARSPECIFICATIONS OR U LSC WORKS ONST ON
DATE I ENGR. I aTY I DA 77=
13, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630
UNLESS OTHERWISE SHOWN.
14, MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO SPPWC 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO SPPWC 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT
REDUCER IS SPECIFIED REFER TO SPPWC 329,
18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
325 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT
.REDUCER
630 610 mm(24") MANHOLE FRAME AND COVER
633 914 mm 36" MANHOLE FRAME AND COVER
635 STEEL STEP
636 • POLYPROPYLENE PLASTIC .STEP
SYMMETRICAL ABOUT
R-511 mm 20 1 8"
R-424 18 11 10 (�
m1 SCREW (1/2 N.C. x 25 mm ANDGS LONG CAP
R-3433 mmR-421 ffwn1(13 1/2') `., (S£EEE N wyEeOLTES 3 ANDB� HEREON) ET
STA'IqDARQ -PLANS FOR PUBLIC"iNORFCS 1rONSTRUCTION
STAN ARD -C L"
3 2-1,-
�_j
13 mm (,A-))") x
'o
011)E
6 m3 mm
Lry 10 mm 8") STEELJ
SHEET 4 OF 4
SHEET LJQL2
ON CAP
U.
E9 SCREW
upervision Of :
CITY
OF FONTA NA CALIFORNIA
f\
F11TY-123s
E le TYPILCOA
PRESSU PLATE
E t (SEE NOTE 3 AND 8)
NOTES
SEE EYEBOLT 13 mm ft/2"1
0 DETAIL HEREON 0 N.C. NUT TYPICAL
STORM DRAIN IMPROVEMENT PLANS
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
MADOL E
54 mm (2 1/8") MADE (MIN.)
A •, GASKET (SEE NOTE 6)
-�
2 m 5 DRILL AND TAp
7 11/4 1 168 rn B S (1" FOR 13 mm (1/2")
�
� •
}.
1
DRAWN BY
cc
TRACT 17377
N.C. THREADS TYPICAL PRESSURE PLATE
D , 1022 mm (3'-4 1/4") p. , E 0.
NOTES:
FAX: 909.481.6320
-
Aa
DESIGNED BY'
DA 7F'
SECTION _
16 mm (5 �EE HOLES 13 .0m
TYPICAL l' NOTE 4) 1 2)
1. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER
DETAILS
JULY 2006
DRILL AND TAP FOR m
13 mm{t /2� N.C. 13 ,t,m 1 �$
CHECKED BY
SHALL CONFORM TO SPPWC 632, 762 mm (30") MANHOLE
MANHOLE FRAME AND COVER
DRAWING N0.
5
THREAD TYPICAL 1
(SEE NOTE 4) 10 mm (3fB� STEEL
PRESSURREE P ATE
/
MANHOLE WALL (CONCRETE 13 mm (1/2' ANCHOR,
-_.._MORSAR _AR-07HERti�IEfIAL._._ ,.,..:..._ .�_�. ---.-�---, �-_ . -- - •�..`. -- ., .. _. _. 200 mm (8'� LONG
0i �-___.•ATYPICAL' '�
" (SEE NOTES 3 AND 6
(SEE 8) ..:...__.__ -
--
e •DATE
4 mm 5 2
5 mm (3/16-L 4 mm (5/32') 3'
INA 36), AND SHALL BE GALVANIZED AFTER FABRICATION, BUT BEFORE
EXP. 6-16
MB/RAM/LP
-- T
//���'II N.C.
(SEE NOTE B) NU C2
I STALLATION OF SCREWS AND BOLTS.
3 mm 1 57 mm 2 mm 6 m 57 mm DRILL AND TAP 04i.
DETAIL OF BOLT HOLE 6 mm (1/4') MINIMUM
3.
(1/8') 21/4' 7 8 5 8 2II 4 F 1T1iRES12") (DRILL
RESB HOmm
LES
TYPICAL
SPACING IN FRAME EYEBOLT DETAIL
%2
E.
(2 REQUIRED)
E MACHINE
FINISHED E I /
THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS
t^
SURFACE 9
STEEL.
STA'IqDARQ -PLANS FOR PUBLIC"iNORFCS 1rONSTRUCTION
STAN ARD -C L"
3 2-1,-
M2NHOLE PIPE 1U VIVL
'o
011)E
6 m3 mm
Lry 10 mm 8") STEELJ
SHEET 4 OF 4
SHEET LJQL2
Prepared Under The
upervision Of :
CITY
OF FONTA NA CALIFORNIA
f\
PRESSU PLATE
E t (SEE NOTE 3 AND 8)
NOTES
STORM DRAIN IMPROVEMENT PLANS
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
MADOL E
-�
2 m 5 DRILL AND TAp
7 11/4 1 168 rn B S (1" FOR 13 mm (1/2")
�
� •
a3oz PITT98URCii AVE, BUTS 230
'° PHONE W99.�6322
1
DRAWN BY
cc
TRACT 17377
N.C. THREADS TYPICAL PRESSURE PLATE
Exp: 06-30-16
NOTES:
FAX: 909.481.6320
-
- -DETAIL OF FRAME
DESIGNED BY'
DA 7F'
'Tc
16 mm (5 �EE HOLES 13 .0m
TYPICAL l' NOTE 4) 1 2)
1. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER
DETAILS
JULY 2006
DRILL AND TAP FOR m
13 mm{t /2� N.C. 13 ,t,m 1 �$
CHECKED BY
SHALL CONFORM TO SPPWC 632, 762 mm (30") MANHOLE
D BY.•
DRAWING N0.
5
THREAD TYPICAL 1
(SEE NOTE 4) 10 mm (3fB� STEEL
PRESSURREE P ATE
/
FRAME .AND' COVER.
" (SEE NOTES 3 AND 6
2, THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M
e •DATE
51 mm (2") DIA 13 mm (1/2") OIA
GASKET WASHE(R��
INA 36), AND SHALL BE GALVANIZED AFTER FABRICATION, BUT BEFORE
EXP. 6-16
MB/RAM/LP
4222
//���'II N.C.
(SEE NOTE B) NU C2
I STALLATION OF SCREWS AND BOLTS.
®
DETAIL OF BOLT HOLE 6 mm (1/4') MINIMUM
3.
SPACING IN FRAME EYEBOLT DETAIL
%2
CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED
(2 REQUIRED)
THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS
STA'IqDARQ -PLANS FOR PUBLIC"iNORFCS 1rONSTRUCTION
STAN ARD -C L"
3 2-1,-
M2NHOLE PIPE 1U VIVL
LARGE SIDFJNLEI)
SHEET 4 OF 4
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PA S,,, ,�. MANHOLE FRAME AND COLTER STA"METROIC u"
`�"'°�"'""'�` PRESSURE TYPE 211-1
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ETTRDC u"
INJUNCTION STRUC
OD URE-.P1PE 10 -PIPE 3 1-2
ID
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
I
MANHOLER
S
A D COVER
RlV.79fN
USE WITH STANDARD SPECIFICATIONS FOR PU91_11 WORKS CON STRU ON
SHEET LJQL2
Prepared Under The
upervision Of :
CITY
OF FONTA NA CALIFORNIA
f\
NOTES
STORM DRAIN IMPROVEMENT PLANS
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
MADOL E
-�
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER ID OF THE
�
� •
a3oz PITT98URCii AVE, BUTS 230
'° PHONE W99.�6322
1
DRAWN BY
cc
TRACT 17377
MAIN UNE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
Exp: 06-30-16
NOTES:
FAX: 909.481.6320
THAN 600 mm (24"). B SHALL NOT EXCEED 0.75 D OR 975 mm (39").
DESIGNED BY'
DA 7F'
'Tc
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORMI
1. EXCEPT AS OTHERWISE INDICATED, THE MANHOLE FRAME AND COVER
DETAILS
JULY 2006
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCINGSTEEL
CHECKED BY
SHALL CONFORM TO SPPWC 632, 762 mm (30") MANHOLE
D BY.•
DRAWING N0.
5
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
/
FRAME .AND' COVER.
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
2, THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M
e •DATE
REINFORCED MONOLITHIC ARCH.
INA 36), AND SHALL BE GALVANIZED AFTER FABRICATION, BUT BEFORE
EXP. 6-16
MB/RAM/LP
4222
3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE
I STALLATION OF SCREWS AND BOLTS.
INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS
3.
SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES !
CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS
THE CONNECTOR PIPE CENTERLINE.
STEEL.
4. VALUES FOR A. B, C ANDD SHALL BE SHOWN ON THE PLANS.;
4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING, OR
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE. PUNCHED.
NOTE 5.
;
-._ALL-I•R-ON-CAS nNG_.-SHALL•.-RECEI-VE-.AN -ASPHALTIC- CO-ATING:-AFTER--•-_.-
-
5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS
FABRICATION.
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A
6. GASKET MATERIAL SHALL BE 2 mm (1/16"):THICK NEOPRENE RUBBER.
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
PRESSURE .PLATE GASKET SHALL BE 794 mm (2'-7 1/4-1).-O.D..
OF INLET PIPE.
c, ELEVATION S SHALL'BE SHOWN ON THE PLANS IF AN INLET
7, ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
34 Nm (25 FOOT-POUNDS)..
�
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE8•
CATCH BASIN OR GRADE BREAK IN LINE.
FRAME SHALL BE SET ON 13 mm (1/2") THICK MINIMUM WET MORTAR
(/ )
BASE, CLASS "B" MORTAR.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
.�
INDICATED. THE INLET PIPE MAY ENTER THE MAIN UNE OTHER THAN
9. MANHOLE FRAME AND COVER AND. PRESSURE PLATE ASSEMBLY SHALL
RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL 0
BE TESTED.. FOR ACCURATE FIT PRIOR TO DELIVERY -TO JOBSITE AND
1
600 mm (24")• AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
MARKED IN SETS.
0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.
7., NO MORE THAN -ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIP'.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORM L
Y
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
Q
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
Q_
9.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE..
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
W
OPPOSITE INLET MAY BE OMITTED.
O
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm (1 1/2") 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=7D/12 + 150 mm (6").
11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ETTRDC u"
INJUNCTION STRUC
OD URE-.P1PE 10 -PIPE 3 1-2
ID
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANIj RDICPLAN
211-1
MANHOLER
S
A D COVER
1
f�
Prepared Under The
upervision Of :
CITY
OF FONTA NA CALIFORNIA
f\
STORM DRAIN IMPROVEMENT PLANS
MADOL E
G 2
' No. 36637 c �
�
� •
a3oz PITT98URCii AVE, BUTS 230
'° PHONE W99.�6322
Cp
i\
DRAWN BY
cc
TRACT 17377
SCA AS SHOWN
Exp: 06-30-16
Engineering Comma ' ' for life
FAX: 909.481.6320
DESIGNED BY'
DA 7F'
'Tc
RAM/CC
DETAILS
JULY 2006
CHECKED BY
AP
D BY.•
DRAWING N0.
5
CAL FO�� I!v
/
e •DATE
RCE 366337E
EXP. 6-16
MB/RAM/LP
4222
6
Cl EER R.C.E. 51152