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m
x
V
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AND COVER-- ol^ I { ZIL
��N r
15M O 300 mm(•4012')
EACH WAY
S mm(1/4.1R
�
F
�1
FACE PLATE
ASSEMBLY
STREET. GUTTER.
OR LOCAL DEPRES-
SION SURFACE -7
L
r -
L
100 mm
(4'1R
^m
�I �I
IL
3` 2
SLOPE
OPTIONAL SUBGRADE LCO14NECTOR PIPE
2.0 m(T)
1.8 m(6') 150 mm(61 150 mm(6.)
-
o
OR MONOLITHIC
CATCH BASIN
B CONNECTION
I
TO 75 NNe
FLOW LINE
P' C)'
75 mm -
(3 )R
N
€€
e
PFACE
LATE
e- IL I I CLO
STEPS
Y-- a-1 ��
DOWELi
T�
3.5 M021 200 mm(8') 250 MMOO')
FOR W > 9 m(289. V > 3.5 rM121 OR 8 > 1.2 m(41) SEE PROJECT PLANS
IOM O 450
(TYP.)-'
Ell
z
N25 Tow 145.1 200 w 17 3AI
SCORING
1275 w Ism no w N IM
F BARS PIPE JOINT
o�
Ni
u W i
z
W o
f
CURB LINE
^'
j
n
•
ILINE-
I
to in
M09 was 1694 260 w 60 3/4
1630 ae (7271 280 waw (II-)
tF
EXTRA 15Wo4)
(4') OC. SEE NOTE 3.-= e... ;. e.
-
' I • :'. '; UNDISTURBED EARTH
�� I J' o; . •.n.
BACKFILL WITH 263 Kg -C-14 MPa
(450-C-2000) MIX CONCRETE. OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
ON UNDISTURBED EARTH TO STORM
MAY BE OMITTED IF STRUCTURE IS LAIDb3600
Z- Z DRAIN WALL.
STEPS
u
C0
a
I2
ON 2 SIDES OF
,
oo 0261 30 w 117'1
w 0321 50 w 07SECTION
w 11361 450 w a7 V2•)
ISM O 73 mm
MANHOLE FRAME I
I
t
100 mm
m
AND COVER
415 O 31 OC.
(4•)MIN.
a
I
300 mm
75 m m
u
BASIN?
(12')MAX`l
(3')R -�
'
ICATCH
MANHOLE FRAME
o
W
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
'
AND COVER-- ol^ I { ZIL
��N r
MAX ItF
V
F
�1
FRONT
WALL
L
=�
L
:
2.4 m(81 150 mm(61) 150 mm(6')
��
0 I-
OPTIONAL SUBGRADE LCO14NECTOR PIPE
2.0 m(T)
1.8 m(6') 150 mm(61 150 mm(6.)
-
�p
=
ori
OR MONOLITHIC
CATCH BASIN
B CONNECTION
1.2 m(41 150 mm(6') 150 mm(6.)
TO 75 NNe
/.- -
4.0 m(141
3.5 W121) 200 min(8.1 250 mm((01
N
€€
e
At
e- IL I I CLO
STEPS
Y-- a-1 ��
SECTION A -A
„ J I I
/ a u I �- 100 mm X200 mm(e•1
-� DOWEL (TYP.)
PLAN
IOM(•4)
90• � M
F
DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
MAX
W
MAX ItF
V
REINFORCEMENT
REQUIRED IN
FRONT
WALL
REAR
WALL
IBOTTOMI
SLAB
END
WALL
1.0 m(3.51
2.4 m(81 150 mm(61) 150 mm(6')
#4 BAR
@ 12 0.C.
TYPICAL
1.0 W3.51
3.5 m(121 200 mm(81 200 mm(8')
2.0 m(T)
1.8 m(6') 150 mm(61 150 mm(6.)
2.0 m(71
3.5 In(12') 200 mm(9 1 200 mm(8')
4.0 m(14')
1.2 m(41 150 mm(6') 150 mm(6.)
TO 75 NNe
2.4 ml8•) 150 mm(61 200 mm(8.1
4.0 m(141
3.5 W121) 200 min(8.1 250 mm((01
N
€€
e
-,
N
Ch
1.2 ihi41 150 mm(6.1 150 mm(61
L8 m(6') 150 "m(6') 200 mm(8.1
2.4 in(W) 200 mWe•) 200 mm(B•3
3.0 m(10') 200 mRdB•) 230 mm(10')
3.5 M021 200 mm(8') 250 MMOO')
FOR W > 9 m(289. V > 3.5 rM121 OR 8 > 1.2 m(41) SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED TA DARDBY
PUBLIC WO -KS STANDARDS INC.
CURB�OPENING CATCH BASIN
STANDARD PLAN
METRIC
OREENEOOK CO41MfTTEF_
a,9d4..
f1\
ID? 600 mm 24 OR ID > 112 MAIN LII ID
00 -
300-2
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
It MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2 I J r4
ti
t LATERAL/
CONNECTOR PIPE
W
PiiAUNK5 T
DARDS
JUNCTION STRUCTURE - PIPE TO PIPE /VLET
STANDARD
"
ROUND 10
f1\
ID? 600 mm 24 OR ID > 112 MAIN LII ID
MTIC
331-2
REV load
BARS
USE 1MTN STANDARD BPECIFICATHM FOR MIBLIC WORKS CONSTRUCTION
o
1
(EDGE
1 '
' CONSTRUCTION JOINT
PLAN
2.
7
'-"
C
w
n
ISM O ISO 111111
(e4 O 61) OC
$25 wle (218) 130 ass (5.)
12
c
TO 75 NNe
623 w 1339 160 w 15 V41
JI
p
o
~o .. Z+
113.1 R -
-
roso mw (4r) w an 0 Im
IOM O 450
,,I _
t-
n
z
N25 Tow 145.1 200 w 17 3AI
1220 eel (48•) 210 wall (8')
1275 w Ism no w N IM
F BARS PIPE JOINT
mm
(•3 OR s4 a 181)
u W i
1350 ww (541 230 Trial (91)
W o
f
T
1500 was (527) 240 w N V41
1500 ww 1609 240 =0 Vr)
1650 w 1631 260 w 609
OC TIE BARS
z I^
Lew
to in
M09 was 1694 260 w 60 3/4
1630 ae (7271 280 waw (II-)
1950 wed (74M 300 w 01 3/41
2100 awn (64.) 320 w 62 V29
(4') OC. SEE NOTE 3.-= e... ;. e.
-
' I • :'. '; UNDISTURBED EARTH
�� I J' o; . •.n.
BACKFILL WITH 263 Kg -C-14 MPa
(450-C-2000) MIX CONCRETE. OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
ON UNDISTURBED EARTH TO STORM
MAY BE OMITTED IF STRUCTURE IS LAIDb3600
Z- Z DRAIN WALL.
E AND F BARS
u
C0
2440 wlw (961360 mw 64'1
I
,
oo 0261 30 w 117'1
w 0321 50 w 07SECTION
w 11361 450 w a7 V2•)
ISM O 73 mm
415 O 31 OC.
SEE NOTE 6
'
u
'
STA. POINT
TABLE
CONNECTOR PIPE
80 mm SEE NOTE 3
VALUES F
I
(3.1 M4 N.
STA. POINT
B
LATERAL
SEE NOTE 3
300 mm an 130
PLAN
375 Raw, 415.1 1 130
450 wed (IS•} 130
523 mm (21_) 130
SPUR IOM O 450 ams
03 OR e4 O 181)
OC TIE BAR
REINFORCING STEEL I 0 BARS ISM O 150 (Am
(e4 O 6.) OC F.t
80 Rwn8013• MIN.
SPRING ' I
LINE ROUND) (511EDGES ELEV. R
1051
JE BARS .1 OC
(sat
.\ ELEV. S / 060
Iran t3
"J
F BARS ISM 051
O 75 mm (31) OC
UNDISTURBED , CONCRETE CRADLE.
EARTH HH 265-C-14 (430-C-2000).
SEE NOTE 9
SECTION Z -Z
SECTION M -M
BARS
G BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PiiAUNK5 T
DARDS
JUNCTION STRUCTURE - PIPE TO PIPE /VLET
STANDARD
"
A
PV UC GREENB OSTAN COMMITTEE INC..
GREENBO 19 COMMITTEE
,�4
f1\
ID? 600 mm 24 OR ID > 112 MAIN LII ID
MTIC
331-2
REV load
SHEET 1 OF 2
USE 1MTN STANDARD BPECIFICATHM FOR MIBLIC WORKS CONSTRUCTION
NOTES:
I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
t
S DEWALKR I
0 5 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 OR A 25 mm(I•) 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.
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 BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND I: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;
S = 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').
V U = 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').
V1 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 = 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 PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, 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. 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 OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING 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 mm(12') APART. THE TOP STEP SHALL BE 175 mm(71 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-I/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7'1 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. 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
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL
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
300 - 2
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ID Z 600 mm 24" OR > 112 MAIN LINE ID
CURB OPENING CATCH BASIN
SHEE7 2 Of 2
NOTES
1. 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 (24.1. 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
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 45• B IS LESS THAN OR EQUAL TO
600 mm (24.1 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 021 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 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.
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 SHAI I RF FMPI ICu IIAIITc
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC 2
SHEET 2or2
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ID Z 600 mm 24" OR > 112 MAIN LINE ID
PRIME BENCH MARK: SECONDARY BENCH MARK: p Q
CITY OF FONTANA B.M. 581
SOUTHEAST CORNER JURUPA AVE.
RAILROAD SPIKE IN EASTERLY & MULBERRY AVE.; SET CHIS. " "
AVE.; SET CHIS. " " 0 BCR; DIAL TWO WORKING
FACE OF POWER POLE NO. 674320 E 64.0' S 0 JURUPA AVE
AT THE NORTHWEST CORNER OF � 6. BEFORE MULBERRY AVE. YOUDDIG DAYS
AYGUBDIGRE
JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 915.775 A PTOLL FREE '
UBLIC SERVICE BY uNDERGR1-80 -227- ALER
ELEV. 918.40OUND
T
=
iiv
s
O!
N
{-t MAIN
' LINE RCS
1
1
11 p7,
W BARS
SEE NOTE 3
ROUND EDGE TO
73Rim (3.1R -
STATION POINT,
SEE NOTE 2 -
ZZ
CONSTRUCTION JOINT
IOM O 450 mm
(•4 O 181) OC
LATERAL /
P CONNECTOR PIPE
F BARS
ISM O 450 mm
Q (e4 0 18'1 OC
? BOTH WAYS TC
BE USED WHEN
f y e IS 1500 mm
\ OM 0 450 (60.) OR MORE
o3s°Roc SECTION G -G
BARS
-V \
/Z ROUND EDGES TO
APPROXIMATE R
B T
h
m
STANDARD LAN
E OF ID OF LATERAL
� I WITH A MAXIMUM
ti� InI O B E BARS
a O. E.H8IGBARS
I1
a
a
c
w
r
300 sal (121 130 awn (S')
o
SHEET T Of 2
375 wed 051 130 Rea (51)
1 '
' CONSTRUCTION JOINT
PLAN
2.
7
'-"
C
w
n
430 two (16'1 130 Ivan 15.1
$25 wle (218) 130 ass (5.)
600 •w• (2111 NO wr 15 1/41
675 two 42r) HO w (5 V21
750 Two (361 160 naw (6.1
623 w 1339 160 w 15 V41
I NEW OR EXISTING RCB. SEE NOTE 6
e
n
973 wed (361 170 w 01 IM
990 = (39'1 180 laal (71)
roso mw (4r) w an 0 Im
W BARS
�- D BARS
ANY STANDARD
0
0
tP
N25 Tow 145.1 200 w 17 3AI
1220 eel (48•) 210 wall (8')
1275 w Ism no w N IM
F BARS PIPE JOINT
1350 ww (541 230 Trial (91)
2-H BARS 100 Ran p.
(4') OC. SEE NOTE 3
f
T
1500 was (527) 240 w N V41
1500 ww 1609 240 =0 Vr)
1650 w 1631 260 w 609
ROUND �+-+-
i EDGES IOM O 450 Ron
(e3 OR e4 as
ELEV. S. O 18') OC ELEV. R. SEE NOTE 8
SEE NOTE 8 E BARS
1
2-G BARS 100 wall T
e
,^
-
11M ww 166.1 260 w 60
M09 was 1694 260 w 60 3/4
1630 ae (7271 280 waw (II-)
1950 wed (74M 300 w 01 3/41
2100 awn (64.) 320 w 62 V29
(4') OC. SEE NOTE 3.-= e... ;. e.
-
' I • :'. '; UNDISTURBED EARTH
�� I J' o; . •.n.
BACKFILL WITH 263 Kg -C-14 MPa
(450-C-2000) MIX CONCRETE. OR
COMPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPECIFICATIONS. BACKFILL
ON UNDISTURBED EARTH TO STORM
MAY BE OMITTED IF STRUCTURE IS LAIDb3600
Z- Z DRAIN WALL.
2400 wed (90'1340 w 63 U41
:
S
h
^'
c
0
e
.•.
•
2440 wlw (961360 mw 64'1
2530 wed DWI 400 w 05 VIM
2700 wed 606. 410 own (16•)
3000 was (114.1420 w 06 Vr)
3050 w 0201 430 alw 1171
oo 0261 30 w 117'1
w 0321 50 w 07SECTION
w 11361 450 w a7 V2•)
w 0441 460 wed I"M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
KWIC�KSSSTTNBY DARDSINC..
JUNCTION STRUCTURE - PIPE TO RCB
STANDARD LAN
GREENBOOKCOMIMTTEE
I1
333-1
,0114
saw slop.
oa puffer
REV. lase
SHEET T Of 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
04 f64
a. Totol-2
aG"
-0'
thnaafor•7".. barb Into wall3" Fille
Reye �
xT12._„.. Min 1T_I-
ShMIn0 well plps
SECTION 8 -
IL
•H6•' battam bend
dash Into .011 sir
or
('y
', e
Type 2
4
•hoope ,
0 12.. I -
IS" Lt --I- "t -y - -
Total -3
2'-11 Min --LT
outside old o1 pipe • 3"
TYPE G2
-C•' will very with different Matas curb fyP0
orates. are type•. bee
Tao• o Sheen
Vieth and woo l tnloxnews
for ?"o A
I1
tarbovan
64 Tatol-2
saw slop.
oa puffer
_
•lei band
;;
1
wolf,
•4816-
f
r• Fillet
C
I T IZ'-111i" Yln 271 T 1
ou+iioe Dto of I, lips 3 :
SECTION D -D
••C•• Match Curb type
V-
11 �-
r ---- -
6 I 1 r
SECT A -A
IF
1 _
G 1, (C
A Typl'nats 24 I; A
II «
I
ITT.I 2•-O•• ITI
TYPE GI
I,TII2'-11%" Mtn OrIT��
outside Dia Of pipe • 3" t
/ Match Gua- b�a
/ Type A Gwen
r'1`, F-Vor gutter ficel slopM guttesionr
-Saxm stope as putty
SECTION C -C
n
1
STANDARD PLAN
METRIC
333 - 1
JUNCTION STRUCTURE - PIPE TO RCB
9
n
I1
.
'
ate n,
Type 24
_
I
1
'
;;
1
"'������JJJ
N
i
f
n
L r I 2•-o I t l
TYPE G3
Type E orb only
,._T..
Sam slogs
�4" as gutter
I l u!
O
I 2'-0" -1 TI
SECTION F -F
Fr--'c+a
i
STANDARD PLAN
METRIC
333 - 1
JUNCTION STRUCTURE - PIPE TO RCB
9
1
F
Grate
Type Is
=
n
L
IT 1 2•-0'• ITI
TYPE G6
Matas Curb type
Type 62 Mown
1•-►.• .Saw slaps
t• . ___.�.
as gutter
E x
a i
2 _
= o
1.1 :
a
12.3
a
IIT I z• -o•' 127 I
SECTION E -E
1
nx
E -
Grote "I
ype
r L_
1 N
i 1• t
n
ITI 2' -0' • LT�
TYPE G5
"RECORD DRAWIN(Zlxs
99
�_ host updabY07.d 2
IQ 0K 1&� 2oo7sD-c(TYD7.aw9
_ E DATE
REVISION DESCRIPTION DATE ENGR aTY DATE ggorm Thiene. Engi�eerin�c. CITY O F FO NTANA, CALIFORNIA
ODED SHT 10 & 11, MOVED LINE "C", REVISED CHANNE 4/16/0 •7�6• '�( 6 �'�
CONNECTION AND RISER GRADING, ADDED DET. 333-1, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� pK I• q��,F� MWAk �'�'' JURUPA AVENUE STORM DRAIN
DELETED DET. 183-A ADDED CONC. APRON. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL RL04)MI-4911 rMM4)M1- 17J
RecoRo DRAWING allelm H -A• "I Ift0• SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER � i z DRAWN BY: SCALE: VERT. 1e = 4t
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO >k R.C.E. No. 253 Prepared Under The Supervision Of : DESIGNED BY' DETAILS DATE. HORIZ t' = 40'
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `nJ`' 3-31-� Bed 5/01/02
go
STANDARDS IN EFFECT. 9�F �F /V11- \��Q�zzjwil�� Date : Z •� Z a4ECKED BY: B . Z DRAWING No.: 7
C A HAIDOOK I. AG RCE NO. 43293 HA �'8' 30 8
r_ITY FNr:INFFR R r (_ r%i i �0 nATF- i
NOTES
I. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER
NOTE 8.
2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER-
SECTION OF CENTER LINES OF MAIN LINE AND LATERALS. EXCEPT THAT
STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL
OF STRUCTURE.
3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300, (ASTM
A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON
PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND
BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE.
b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 Frim (12') OR LESS BELOW
SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS
300 mm (12') OR LESS ABOVE FLOOR OF MAIN LINE.
4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN
LINE. MANHOLE OR TRANSITION STRUCTURE.
5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING
LINE.
6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS
SHALL BE SHOWN ON THE PROJECT DRAWINGS.
7. EMBEDMENT, P. SHALL BE 130 mm (5') FOR 8 - 2400 mm (96') OR LESS
200 mm (8') FOR B OVER 2400 mm (961.
S. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT
DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (61 BELOW
THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT
GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK 1N INLET
LINE. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF
THE INLET OPENING FALLS MORE THAN 130 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 (51 ABOVE THE INVERT. LATERALS OR
CONNECTOR PIPES 675 mm (27') OR LARGER IN DIAMETER SHALL BE NO
MORE THAN 450 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 (51 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 (61 BELOW THE SOFFIT
c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (71 ABOVE THE
THE FLOOR OF THE RCB AT THE INSIDE FACE
11. 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
SHEET 2 OF 2
NOTES
L -11-16 the difference In devatlen 11414 60 the Ou"Of POPS
fled Iwo and "a normal putter graft ws wows "a"
L For -T- wall "Ilckness, see Table A hetes.
].
was rewarding not roo&ed what nor is r or wee and the
u,wl000rtw each or length Is r or Now. tN exceeding
t)oee malts ahs be reinforced with 44 bre • 111"t centre
paced Sys-oloar to wlelde of bol unless otherwise shoot
4, wast bettww rsMrcwg rot recuiredsee Staida Pion
074c for aternotwe reMorcod bottom and aternotive
haat round bottom.
S Steps -Nan rued where 'Iris Ices than Mr. 61ws 'Iris
3d' or more. Untag Naps with lovg
west rIr abase the
floor and highest ruwno not more then s- below top of wast.
The distance, between atom "not *now It" and chs be
uniform thral~ tet Union! of the waL Place step. M the
waa without an so 8 Stop wuorte may, be Substituted
for the bar step•. Stop a0at• Mss Goadly with State
wndus I. No safety reoulrwma. See stand. -d Plan or4C for
efep Mtawe.
L DetaNe www, aspy to both meta and Collets obs.
7. rip" am be paced In any wag
L Curb section Mss .latah ad)aoent orb
9. scoo n floors chs low woed trona ft*b and o wkd- Mope
of Mai from as directions tows am! t Pbe.
% gMwlrri g -s« Stanawd so.afiGNlenn or .Pegg trovwla»
IL Cost -gun -SVCS or A alternative in options wlin
aa»rostr. See StanOp-d Specifications,
R Sat VW se that grate bars ore parallel to dr -tion M
W*N*a Mrfece flow.
IL Sed Stendord fawn OTTA and OTIS far Veto and +race
oeteas ant welMnte at mdeMeneeus iron ww Ste"
N. See maisics Plan 076 for gutter depression detoaa
TABLE A
CONCRETE QUANTITIES
N -Y-0- to w -"T•6-1 w+t'i' to 20-0"IT•6-1
Addlflegl Additional
Type w•r-o• PCC per Ff. "'r r PCC per ft.
OCT) im Its acs
CA 0.15 9.220 111 III
6-20 0.2ST 3.45 0.360
6-3 L03 0220 u) 1n
6.4' L2T 91' ST Lao Q360
124"1
@40 1" 0.237 LN O.No
ail
6-5 Mot 0220 111 ( n
Gi UM 111
wMowloa,w di dada, h ivii s• -o-. Taal boew an r"cor
Mob. No deductions ore to be meft to those 4uGMlttee
because of Pbe apeawgd.afforent floor 4"ernotIV"
or afferent orb typed. • 9uantIflos for Type G-2 and
w kosfa .geed an the wlwl== interior ddaelstorm
Most
STATE OF C"C MA
DEFARTIENT OF TRANBPiIRTATID)1
DRAINAGE INLET
NO SCALE