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I PLATrW -
I SCOPING
I LINE
I2 FXrRA 5M(44)
ON 2 SIDES OF
MANHOLE FRAME.
ANCA COYER
i
E ! CATCH BASIN i ��
I MANHOLE FRAME is
Ara rw[YVFR ! o:; p
i I
..1._
STEPS \t I " I--
1
fBIa i
At
� t -
I = I
/01-
DOWEL (TYP.)--
`I
- OPTOVAL. ,UBGRADE
B
:SECTION A A
1 d -
CONNECTOR P!PF '
Tr
i
OR MCNGLI I,C
:,ATCH BASiN
CONNECTION
10(
200 mm(f3°) _
JUNCTION STRUCTURE - PIPE TO PIPE INLET
H H
IOM(•4) I`
15M O '70 mm(•40!2')
` FACEPLATE
ASSP !BLY
g0,-, I
j�
r AC(i '�" :Y _
STREET. GUTTER.
SHEET OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
rnm(I/4'7R_. ..�_._
i" OR LOCAL DEPRES-
300 Mm (12) 130 mm 151
q
�SION SURFACE-?
OecaUN of pipe oDenl<Ws. different floor alternatives
I
ROUND
(EDGE
450 was (I8.1 130 mm 15')
VWW
-`,.�Y,
iv
Zt
TO 75 mm
{3•) R
�-100nr,
I_ - F-
7�
1 1 3:2
( i
I75
675 mina 12r) 140 w 15 I/Y)
(4^)R
I
SLvPF
I
W
W
k
E
(3 aR 1
DOWEL-
(TYP.i
E E
E
E
I
`
O
or
975 W(36') 170 w t6 1/2.1
NEW OR EXISTING RCB. SEE NOTE 6
. ruR(� ,.irVE
�
J
I
i s
S rEfa'
I
e_
W
V
0
-.
O
U.IOC
1220 sss 148') 210 mm (8.1
mm
I�
F BARS PIPE JOiNT
m
`
�
I
-
0
I I , 1
I
`I
- OPTOVAL. ,UBGRADE
B
:SECTION A A
1 d -
CONNECTOR P!PF '
Tr
i
OR MCNGLI I,C
:,ATCH BASiN
CONNECTION
10(
200 mm(f3°) _
JUNCTION STRUCTURE - PIPE TO PIPE INLET
H H
IOM(•4) I`
iD > 600 mm (24") OR ID > 112 MAIN LINE ID
80 mm (3.1 MIN_
g0,-, I
Same elope
Rev °ass
SHEET OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C
PLAN �DOWEL DETAIL..
STRUCTUi ��L DATA
_
C f�}
WA .�
LL AND SLAB AND
_REINFORCEMEt41._ r tUIREMENTS __ ___
REINFORCEMENT
i MAX MAX i F REQUIRED iN
W V FRONT REAR BOT 0-V ENC1)
WALL_ IWALLI SLAB I WALT.
1.0 m(3.5') 2..4 m(8') 150 mm(6`) 150 mm(6')
1.0 m(3.5') 3.5 m(12') 200 mm(81 200 mm(8')
2.0 m(7') �LQ m(6') 150 mm(6') 150 mm(6')
2.0 m(7') 3.5 m(12') 200 mm(&') 2200 rmle
4_0 m04') 1.2 m(4') 150 mm(61 j 150 ulm(61 #4 BAR
2.4 mi 8" 150 mmil(31 200 nim;81 � .)2, 0,C,
_ TYPICAL
4.0 IT04') 3.5 m(12') 200 rnm(8") 250 mm(!0`)
1.2 m(4') 150 mm(6') 1,150 mm(61) a 1
x
1,8 m(6') 150 mm(6') 200 mm(8 1cc
I
ti I 2.4 m(8') 200 mm(8") 200 rnm(S'1
m 3.0 mCiO') 200 mm(0') 256 mIno, }
3.5 m(121 200 mm(8') 250 mmIK-)
I FOR W > 9 m(28'), V > 3.5 m(12') OR 8 > 1.2 m(4') SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANWRD PLAN
u3tHE
C SE DS^ND CURB OPENING CATCH BASIN METRIC.
` 1F) PTE 300-2
USE -WITH STANDARD SPECIFICATIONS FOR PUBLIC IC WORKS CONSTRUCTION- I SHEET 1 OF 21 0= 2 �
4L MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
J
c4
\ C. LATERAL/
CONNECTOR PiPE
STA. POINT
v
CONNECTOR P
0 mm SEE NOTE 3 8
(3') MIN.
STA. POINT
LATERAL
SEE NOTE 3
PLAN
SPUR IOM O 450 mm
(•3 OR e4 d 18'1
OC TIE BAR
G BARS 15M O 150 mm
REINFORCING STEEL (+4 O 611 0�
I
eo mm (31) MIN. -�
SPR
LINE IN--- ` c I 130 mm (5"} ca
ROUND
i ( EDGES05 ELEV, R
E BARS 15(3 1'OC
ELEV. S I O 80 mM
�f ~
' -F BARS I -5M (•51
O 75 mm (31 OC
UNDISTURBED CONCRETE CRADLE,
EARTH H ' H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z
-G BARS
F� 15M O 130 mm
t•4 O 6') OC
P
t
IOM O 450 mm
(+3 OR 04 O IB•)
OC TIE BARS
E AND F BARS
15M O 75 mm
(05 O 3') OC.
SEE NOTE 8
N TIE BARS
v
/ ` G BARS
It
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JUNCTION STRUCTURE - PIPE TO PIPE INLET
H H
D
iD > 600 mm (24") OR ID > 112 MAIN LINE ID
80 mm (3.1 MIN_
3;� -
O
W
Same elope
Rev °ass
SHEET OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C
x1
x
300 Mm (12) 130 mm 151
q
W
m
OecaUN of pipe oDenl<Ws. different floor alternatives
I
ROUND
(EDGE
450 was (I8.1 130 mm 15')
VWW
o
+
iv
Zt
TO 75 mm
{3•) R
$25 was (219 130 mm (5')
UJ
675 mina 12r) 140 w 15 I/Y)
750 mm 130') 160 mm (6.1
PLAN
W
W
O
825 Ism (33'1 160 w 161/49
Z
W
In rn
O
975 W(36') 170 w t6 1/2.1
NEW OR EXISTING RCB. SEE NOTE 6
n
0O
W
I
I
c4
\ C. LATERAL/
CONNECTOR PiPE
STA. POINT
v
CONNECTOR P
0 mm SEE NOTE 3 8
(3') MIN.
STA. POINT
LATERAL
SEE NOTE 3
PLAN
SPUR IOM O 450 mm
(•3 OR e4 d 18'1
OC TIE BAR
G BARS 15M O 150 mm
REINFORCING STEEL (+4 O 611 0�
I
eo mm (31) MIN. -�
SPR
LINE IN--- ` c I 130 mm (5"} ca
ROUND
i ( EDGES05 ELEV, R
E BARS 15(3 1'OC
ELEV. S I O 80 mM
�f ~
' -F BARS I -5M (•51
O 75 mm (31 OC
UNDISTURBED CONCRETE CRADLE,
EARTH H ' H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z
-G BARS
F� 15M O 130 mm
t•4 O 6') OC
P
t
IOM O 450 mm
(+3 OR 04 O IB•)
OC TIE BARS
E AND F BARS
15M O 75 mm
(05 O 3') OC.
SEE NOTE 8
N TIE BARS
v
/ ` G BARS
It
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JUNCTION STRUCTURE - PIPE TO PIPE INLET
STAtMD RICPLAN
PUBLIC Wt7RKS STANDARDS INC .
(jREENHOaK DOm1MlTTtE
iD > 600 mm (24") OR ID > 112 MAIN LINE ID
331 -2
19714
Same elope
Rev °ass
SHEET OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
i
NOTES
WHERE THE. PAS 'N iS TO BE CONSTR, 'TED WITHIN THE LiMITS OF EXiSTING CR PRO, OSE,
I c r^ c -1 c
�1E;i:.iNALK 0R !., .,ONTIGU:7U.� .0 SU,",'i SIDEWALK. THE TLP SLAB OF THE: BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE. SIDEWALK OR SEPARATELY, USI"r)G THE: SAME CLASS
i OF CONCRETE AS IN THE BASIN WHEN POURED MONOLJTHiCALL-Y• THE SIDEWALK SHALL BE
PRO / DFD WIT A WEAKENED } PLAN`t t S mm(!') DEEP SAWCUT CONTINUOUSLY AROUND
.-F -R
THE '4X(.RNAL PLr,iMk-.rR OF ;FIE ;,r,.C,. BASIN WikLLS, INCL(1Qlfvu ACROSS r;c r'uLL Wli);,
CF HE SIDEWALK- SURFACE O*7 ALL EXPOSED CONCRETE SHALL CONFORM 1N SLOPE. GRADE,
COLOR, FINISH, AND SCORING 1.0 EXfST;NG OR PROPOSED CURB APID WALK AC)JACENT TO THE
'iASIN.
I 2, ALL CURVED CONCRETE SURFACES SHALL_ dc` FORMED r Y CURVE_`,(") E7 M5, AND (ALL NOT BE
! SHAPED BY PLAT,
=RING.
i 3 FL00R OF- ,A.SIN SHALL L3 GIVENA STEEL TROWEL FINISH AND SHALL HAVE .A (..GNGI'UDINAI_
I
4 D13 MAX 1 MLI4cYC
EXCEPT WHERE
' HE GUTTER
. G AnEAN3 AiRAISLOPE OF IIl MINIMMV
ENT, i CAS._l�E LONGITUDINAL SLOPE Jf THE FLOOR SHALL BE rtYCFc c FPER.
THE SAME. AS THE GLITTER GRADE `'i+_ ;P FLOOR FROM ALL DIRECTIONS TO THEOUTLET.
4. DIMENSIONS:
I B 970
V = THE DIFFERENCE IN ELEVATION BE:TINEEN THE TOP OF THE. CURB AND FHL INVERT OF
THE CATCH BASIN AT THE OUTLET 1.:�5 m(4.5'),
' C;
'THE DIFFERENCE .VC4
IN N ELEVArd. .ONBE BETWEEN THE TCP
OF 'THE L C J
RB .ANL THE INVERT AT
THE JPSTPEAM FEND OF '1''iT BASIN, A 1D SHALL BE DETERMINED BY THE REQUIREMENTS
„_
I OF NOTE 3. BUT SHALL NOT BE LES, TN AN CURB FACE PLUS 300 mr;12").
I = THE DIFFER IPd Ei_EVAI-ION BETWI-EN THE TOP OF THF CURB AND THE INVERT OF'
'THE INLET. NOTED ON THE PROJECT PLANS.
I H = NOTED ON THE PROJECT PLAN;.
( W = NOTED ON,
'HE PROJECT PLANS.
A - THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
I AND THE CATCH BATIK! WALL_ TO WHiCH" THE CONNECTOR CT OR PiPE i` ATTACHED.
I
5. PLACE CONNECTOR PiPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWiSE SPECT
I FIED, THE CONNECTOR PIPE SNAIL BE 1.01TEG AT THE DOWNSTREAM END OF TiLE -BASIN-
WHERE THE CONNECTOR PIPE S SHOWN A, A CORNER, THE CENTERLINE OF THE I PIPE- SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE. PIPE MAY BE CUT AND TRIN(MEG AT A
SKEW NECESSARY TO INSURF. MINIMUM €:0 mm(3•) PIPE EMBEDMENT. ALL AROUND. WiTHiN
THE CATCH BASIN WALL, AND 75 rim(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND. ADJACENT TO PIPE
ENDS, A M
ONOLITHIC CATCH BASIN CONNECTION ;HALL
BE
USED TO JOIN Ti CONNECTOR PIPETO THE CATCH BASIN WHENEVER ANGLE '4` iS LESS
'THAha
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A JRNErs. )E r T10NAL USE O, A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED, MONOLITHIC GATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOiD CUT-
TING STANDARD LENGTHS OF PiPE.
6. STEPS SHALL BE LOCATES) AS SHOWN, iF THE CONNECTOR PiPE INTERFERES WITH THE STEPS,
EN
r T' r
THEY I l STEPS cY SHALL 9E (_O..ATF) A. ,
_t . THE CENTERLINE OF THE'DOWNSTREAM END WALL. .)EPS SHAL.
BE SPACED 300 mm(12") APART, THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP 'TO THE
MANHOLE AND PROJECT 65 rrlrn(2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER, (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOW".NG STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH 13ASiN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BA;fN MANHOLE FRAME AND COVER
635 STEEL
636 POL_ PROPYLENE PLASTIC STEP
DIMENSIONS SHOWN ON THIS) PLAN FOR METRIC .AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF MFTRiC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES IF 1-Pdri_;SH UNITS ARE USED, ALL VALUES USECI FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
ILArAE RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER_ STANDARD PLAN
T. NLA
III 2 1
CURB OPENING CATCH BASIN SHEET OF 500 - 2
NOTES
I. THIS JUNCTION STRUCTURE SHALL 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 B OF THE LATERAL IS GREATER
THAN 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (39•).
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PiPE, A CONCRETE CRADLE IS NOT REQUIRED FOR A 1
REINFORCED MONOLITHIC ARCH,
3, STATIONS 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 INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4 VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS,
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a, ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
iF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE,
C. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY_ INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PiPE SHALL 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 450, B IS LESS THAN OR EQUAL TO
600 mm (241 AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 D= OTHERWISE. STANDARD PLAN 340 SHALL BE USED,
7, NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL 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 SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
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
OPPOSITE INLET MAY BE OMITTED.
10, REINFORCING STEEL SHALL CONFORM TO ASTM A 6I5M, GRADE 300, (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm 0 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=70/12 + 150 mm (6").
11, FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. 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 BARS SIZES IN
ENGLISH UNiTS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS
ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL SF ENGI d5H HNITR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
331 -2
SHEET 2OF2
JUNCTION STRUCTURE - PIPE TO PIPE INLETMETRIC
ID ? 600 mm 24" OR > 1/2 MAIN LINE ID
{ N
�-- C. MAIN
LINE RCS
1
E -
E
E 0
• ;D
I
ti !
W BARS
SEE NOTE 3
ROUND 'DGE TO
75 mm (3') R
T
S
SEE
P T
OIN
- SEE NOTE 2
Z `
� I
CONSTRUCTION JOINT
IOM 0450 mm
r R, (+4 O 18') OC
---IL LATERAL /
CONNECTOR PIPE
/ r
-F BARS
' / n
� 15M 0450 mm
Q o (•4 0 181) OC
? BOTH WAYS TC
BETS 51500 mED mN
(60') OR MORE
/ (-3 R4 4
D181 OC R
ECTInN
G-
G
u/
BARS
'A -ROUND EDGES TO
I
Z APPROXIMATE 0 ATE R
I
T
IN
a
m
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
E OF ID OF LATERAL
/E- F I WITH A MAXIMUM m
O(0p OF 11.0 (3'-O')
0 B E BARS
'
t
ao
=
o
Same elope
N D, E,HaGBARS
SHEET 1 OF 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
C
x1
x
300 Mm (12) 130 mm 151
q
0
0
^
OecaUN of pipe oDenl<Ws. different floor alternatives
or different curb types. • ouantltles for Type G-2 and
375 son 115.1 130 mm (51)
450 was (I8.1 130 mm 15')
CONSTRUCTION JOINT
o
+
'p
I O
$25 was (219 130 mm (5')
600 Ins (248) 140 w 15 ✓4.1
675 mina 12r) 140 w 15 I/Y)
750 mm 130') 160 mm (6.1
PLAN
825 Ism (33'1 160 w 161/49
rt
O
975 W(36') 170 w t6 1/2.1
NEW OR EXISTING RCB. SEE NOTE 6
n
990 miss (391 180 mm (7•)
1050 Ilmn4 , I
1 2 1 90 w 17 1/29
W BARS
�- D BARS
�2 ANY STANDARD
0
-.
O
1125 no (459 200 me 17 3/4'
1220 sss 148') 210 mm (8.1
1275 im (51•) 220 w IS I/21
F BARS PIPE JOiNT
1350 mm 1541 230 mm (9.1
1500 miss 157') 240 w 19 f/41
2-H BARS 100 mm f-
(4') OC, SEE NOTE 3
ROUND
EDGES 450 mm
{OM O P
(e3 OR e4 m
ELEV. S. O 18'1 OC ELEV. R. SEE NOTE 8
SEE NOTE 8 E BARS1950
I
-
0
g
E
0
n
O
r'
1500 mm 1601 240 Ism (9 V2')
1650 nw {63'1 260 w (10'11
1680 am 166'1 260 w (10 1/4
IeOO mal 169.1 280 w 00 3/4•
1850 mm (72) 280 mm 011
mis (781 300 w R 3/41
2100 mm (84') 320 w 112 I/2')
2-G BARS 100 mm �
(41 OC, SEE NOTE 3 a. °; a
UNDISTURBED EARTH
-��" n.• •Ca.
BACKFILL WITH 265 Kg -C-14 MPa
(450-C-2000) MIX CONCRETE, OR
COMPACT SOIL TO RELATIVE DENS ITYylno
REQUIRED BY SPECIFICATIONS. BACKFILL
MAY BE OMITTED IF STRUCTURE IS LAID
ON UNDISTURBED EARTH TO STORM
2400 mm (909 340 am 113 1/41
S
n
av
0
40
0
-
2440 Ism (969 360 mw (14.1
2550 ms 002,11400 w 05 1/29
2700 mm (108. 410 mm (167 '
3000 mm (1141) 420 w (15 1/r)
w (120'! 430 mss (17'1
3150 Ilm (126,1430 miss Or)
3300 Imp (1321 4501 m (171/2)
SECTION Z -Z DRAIN WALL.
O
n
3450w038.1 450w07Vr)
3600 w 0449 460 miss 1181
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.
JUNCTION STRUCTURE - PIPE TO RCB
STANDARD PLAN
METRIC
GREENBOOK COMMITTEE
F
__F)
333-11994
Grote
Same elope
REv. ,sena
SHEET 1 OF 2
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
•4 bars. Totol-2
•4 hoops 0 12''
•4 0 6•'
L_ • • Cilamtsrl I I
•706•' bene �jwt
7" Into walls s
3" Ftltet f
L
1%, x ,.x 3%
pets --
"C'• .III vary with dl ffrent Match curb type
a•d,
me. curb types. box / Type D shale,
wl dth and woII jaWm"'�, Doorseeion for Type A
•40� orb only
._Sone slope
•4 Total -2_ as wirer
•T06 para T'•.Into wblIS
3•' Fillet
x
I T I 2'-117`•' Min
_LT] T 2'-I17c" Min ar�T�
showing alglI PIPS Data de Dha Of Alpe 3-t
SECTION 8-H SECTION D -D
•7961, bottom bend (latch ctr0 fYW
down into Wal ,Std. !rano
aro grate II
laj �;r
117--1t--
- Grote
Type 2
•4hoo0s_--- -_
-__0-
~_
s
12"
Total -3 2,
UZ•_7.7.:�nn-T
outalde Dlo of pipe 3'
TYPE G2
Izzi�I�M(1r
T I 2-0- • -I I
SECTION A -A
Grate i1
TYpsy 24 I I A -
t -
LT -1 2 -0 -
IT
TYPE GI
1
I
I
T_12' -1,%- Mtn owl' I
wtatae Dla of pipe --��•----113" r -
TYPE G4
Match curb type
4Tydoorsp• A�Yarguitrflowllnesslpn
.-so1N slope as gutty
12.3,
-
1J_I_ 2''0' • 1TJ
SECTION C -C
L 7 L 2' "0, _I_T
TYPE G3
,-.
4_1w-`
nitraNu,$ f_=N4o4G r iND
Type E orbonly
Same 51009
4" 0e guitarT- ---
x
FII let
dm
TL 2' -0� •-T
IJ
LSECTION F -F
r--=201
r
STANDARD PLAN
METRIC
333-1
TYPE G6
I
I
Match curb type
F
__F)
Type 82 snow
Grote
Same elope
I
I
1
Type Ie
-
N
- -'I
LT.I 2'-0•' ITI
STANDARD PLAN
METRIC
333-1
TYPE G6
Additional H=8' -F' Additional
per Ft PCC per it.
Match curb type
My)
ICY) ICT) ICT)
Type 82 snow
0220 (D III
Same elope
--'�'-oe
guttr
-- --
- -'I
C
x1
x
e \
q
4Ih3
OecaUN of pipe oDenl<Ws. different floor alternatives
or different curb types. • ouantltles for Type G-2 and
G-4 44wts Dosed on the mWmxms interior dimmnslae
I II_;.I
171 2• -0. 1T_
SECTION E -E
TYPE. G5
NOTES
I. VALUES FOR A; 3 AND C SHALL BE SHOWN ON THE PROJECT mss:
ELEVATION P AND ELEVATION S SHALL BE SHOWN WHEN REQUIaR' I
NOTE 8.
2. STATIONS 5;PE-CIFIED ON THE PROJECT DRAWINGS APPLY AT THE NTER-
SECTION C CENTE:? LINES OF 'CAIN LINE AND LATERALS, EXCEPT THAT
STATIONS ORCATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUC70RE.
3. REINFORC:,,4 STEEL SHALL CONFORM TO ASTM A 6I5M, GRADE 300. fASTM
A 615, GRADE 40), AND SHALL TERMINATE 40 mm 0 1/2') CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
a. WAR
B S ARE OFI
S ZE AND SPACING SPECIFIED FOR WA STEEL EEL Oh
PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO OP AND BOTTOM OF JUNCTION S'RUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12') OR (LSS
=F c0 .UM1
SL IT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF J .
300 mm (12") OR LESS ABOVE FLOOR OF MAIN LINE.
4JUNCTIONION STRUCTt,
RE SHALL BE POURED MONOLITHICALLY DALLY WI :r:
Mme:.--
LINE, MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRINC
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND Dt_TAIL
SHALL BE SH 'WN ON THE. PROJECT DrxAWINGS.
7. EMBEDMENT, P, SHALL BE 130 mm (51 FOR B = 2400 mm (96' )P LESS
200 mm (8') FOR B OVER 2400 mm (96').
8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (6') BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAINLINE NE TO CATCH BASIN OR TO GRADE BREAK IN INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS I
THE INLET OPENING E NG FALLS MORE THAN 150 mm (6') BELOW THE SOFFIT
OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE
AS STATED ABOVE.
ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN
A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION.
9. LATERALS OR CONNECTOR PIPES 600 mm (24') OR LESS IN DIAMETER
SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR
CONNECTOR F,PES 675 mm (27') OR LARGER IN DIAMETER SHALL BE NO
MORE THAN X50 mm (18') ABOVE THE INVERT, WITH THE EXCEPTION THAT
CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL
NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT.
10, THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT
SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE
FOLLOWING CONDITIONS:
a. ANGLE A IS LESS THAN 300
b. TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (7") ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
il_ 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 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
333-1
JUNCTION STRUCTURE - PIPE TO RCB
Additional H=8' -F' Additional
per Ft PCC per it.
SHEET 2 OF 2
July I
T
NO ES a
L "Ir, is the difference In aleectlon between the outlet pipe
flow mine and the norwalputter grade Ino undepressed.
2.For "T'• woo thlCkrWHW see Table A below.
3. 9d reinforcing hot required when "W'15 6' or leas and the
unsupported width or length Is 7• or bas. WING exceeding
thesepwdts "be reinforced with 64 bars 0 118"! centers
placed 1'/t • clear to Inside of box urllees other else shown.
4. Inlet bottom retnforcing rot reaw" SM Stallard Plan
074C for alternative reinforced bottom and alternative
half rood bottom,
5. Steps -Pions required where •'M' la was tnon 30'•. where "Ill"Is
30" ar more, instil
sTeps wllh lowest r1A q 12' above the
flow and highest ring not more than below top of Hsi.
The distance bet an steps aha not exceed 0' Ond 6h42 be
uniform throughout the lenght of the woo. Place steps In the
was without an opw%hX6 Step Inaerta may be substituted
for the bar steps. Step Inver to shnat comply with Stater
Industrial Safety requlrments. See Standard Pion 074C for
ste
posdef ape•
6. Dets shown appy to both metal and concrete p(pe.
T. PI"W can be paced In any was.
S. Curb section shoo match od)acont curb.
9. Basin floors shat have wood trowel finish and o minimus slope
of 2.3 from all dlrectlons toward outlet PIPs.
ID. GalvorAzi ng -See Standard SpeClflcotlme or Special Provlekxe
IL cost -in-place or Precast alternative is optlonat with
contractor, See Standard Soectffcotione.
¢. Set Het so flat grate bars are parcel to direction of
principal surface flow.
t3. See Standard Pions OTTA and OTTO for grate and from
tletdms and weights of mmeceaaneohA Iran Dna •feel.
N. See Standard Plan 076 for gutter depression details.
TABLE A
CONCRETE OUANTITIES
H•3•-0•' to 8-0"(74") le -e• -r' to 20'-0-(T-6")
M•3'-0"
TypePCC
Additional H=8' -F' Additional
per Ft PCC per it.
ICY)
My)
ICY) ICT) ICT)
G-1 0.95
0220 (D III
G-2► Ln 0.257 3.45 0.360
G-3 L03 0.220 10 (1)
G-4" 1.27 0257 146 0.360
124.)
G -4w L30 025T 3.50 0.360
G-5 402 0220 (1) (1)
G-6 L04 0220 (1) (1)
m Maxlwmm allowable height 6'-0'•. Table Dosed on 8" floor
slab. No deQutiona are to be mads to three quantities
OecaUN of pipe oDenl<Ws. different floor alternatives
or different curb types. • ouantltles for Type G-2 and
G-4 44wts Dosed on the mWmxms interior dimmnslae
shown.
STATE OF CALF0111U
DEPARTMENT OF TRANSMTATCH
DRAINAGE INLET
NO SCALE
073
Lost Update. 4/9/02
2007SD-CnY7.dwg
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
PRIME BENCH MARK: SECONDARY BENCH MARK: p , , oFEssio_, ThA9178s Engineering, /nC. CITY OF FONTANA, CALIFORNIA
phpDe=r� �(T is 111,MbVE=p UN�'G 1 R�1 � G}IhNiJ�tr 5�D�Jt2 . A lw p _ Nq� C1W EWNEENNG - LAND su�NG
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q`� K I. q y ®16800 VALLEY v1Ew AVENUE
SOUTH EAST CORNER JURUPA AVE. NN�rIoN ist= ,>�nlr� vi✓r. - , �� oo cy; ��� LA M1RALK G4LJFt7RNN 90638 JURUPA AVENUE STORM DRAIN
CITY OF FONTANA B.M. 581 pF� c. �r COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL h �O 9�\� ® Pi'L(71sts�I-4e» FA,r(714)MI-417.1
& MULBERRY AVE.;„ SET CHIS. " 'f o 3118/ H A -&rot SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, r z
DRAWN BY: SCALE: VERT. 1" = 4'
RAILROAD SPIKE IN EASTERLY AVE.; SET CHIS. ®BCR; 3 REGOFtD DRAWING * � � � Prepared Under The Supervision Of : BW/AN DETAILS HORlz.tm = 40'
FACE OF POWER POLE NO. 674320 E DIAL R.C.E. N0. 43293 * P P
l TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DME:
64.0 S/0 JURUPA AVE BEF❑RE DAYS BEF❑RE - J' Exp. 3-31-04 ; Q
AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �' BW �; n1 !02
STANDARDS IN EFFECT. 9�F C�� ��' O�� Date : �' J p Z. CHECKED BY: APPRO BY: DRAWING NO.:
JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800 27-2600 OF �F HA OK I. AGHAIA RCE No. 43293 HIA An
ELEV. = 918.40
ELEV. = 915.775 A PUBLIC SERVICE BY UNDERGR❑OND SERY`'ICE ALERT C A� 311
___ CITY ENGINEER R.C.E. 51152 DATE: � '