HomeMy WebLinkAbout3614-9t MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2 -'
J
SEE NOTE 10
H ' H
D
I _
80 mm (31 MIN. o I �-l�
I
W'
V) ROUND
rn
~ (EDGE
UJTo
ti Z + 13) R mm- --
o - --
UJE
�-
Z
T
Z
CONNECTOR PI
us
w0
450 mm (18')
STA. POINT
525 mm (211
C:
W
=
w
O
U
cn
a
w
o
Z
975 mm (391
W
w
M
0
275 mm (110)
Q:
a
275 mm (II'l
U
600 mm (241
(Li
OR
I
cq
B \_
Z LATERAL/
CONNECTOR PIPE
G BARS
15M 0 150 mm
�I O (#4 0 6-) OC
l
IOM 0 450 mm
03 OR -4 p 18')
OC TIE BARS
G
E AND F BARS
15M 0 75 mm
(m503')OC.
SEE NOTE 8
E
o
-- STA. POINT
T
D
CONNECTOR PI
I�80
mm SEE MOTE 3
(3') MIN.
450 mm (18')
STA. POINT
525 mm (211
LATERAL
600 mm (241
SEE NOTE 3
PLAN
SPUR IOM 0 450 mm
(•3 OR -4 0 18")
OC TIE BAR
REINFORCING STEEL I G BARS 15M 0 150 mm
(•4 0 6') OC t-
80 mm (31 MIN.
SPRING
L INCE / ( E N- I 130 mm (5') tri
IROUND t7 -
I ( EDGES ELEV. R
4 E BARS 15M ('511
C
\ ELEV. S / p 80 mm (3')
• F BARS 15M (95)
0 75 mm (31 OC
UNDISTURBED CONCRETE CRADLE.
EARTH H ' H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z
TABLE OF
VALUES FOR T
B
T
300 mm (121
130 mm (5')
375 mm (151
130 mrn (5')
450 mm (18')
130 mm (51
525 mm (211
130 mm (5')
600 mm (241
140 mm (5 1/2•)
675 mm (271
140 mm (5 1/2')
750 mm (301
150 mm (61
825 mm (33')
170 mm (6 I/2•)
900 mm 1361
170 mm (6 1/2'3
975 mm (391
180 mm (7•)
EN
o -
TIE BARS
/ \ 6 BARS
T ( B 1 T
\ 11
F -
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
-
JUNCTION STRUCTURE PIPE TO PIPE INLET
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
CATCH BASIN FLOOR
A6 .
METRIC
GREENBOOKCOMMITTEE
9
I D > 600 m m i9A ) OR OD > 1/2 MAIN LINE ID
331 - 2
1984
AND BAR SIZES
r
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
CONNECTOR PIPE ANO
IOM0450 mm
(+3 OR •40180) OC
8/
ROUND EDGES TO RADIUS G
OF APPROXIMATE ID OF
LATERAL. MAXIMUM 5
900 mm (360) Q`
150 m
A 81 B BARS-�, ,c•�
-L MAIN LINE -�
N
0
P
SEE
NOTE 8
STATION
STATION PT.
ti
TABLE
TRANSITION STRUCTURE
PIPE TO PIPE
STANDARD PLAN
METRIC
340-1
19
,992
CATCH BASIN FLOOR
A6 .
FOR DIMENSIONS
REV. 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BEDDING OF
AND BAR SIZES
r
INLET PIPE
10i 1111111t111
-•
D2
223 mm (9')
--.-•S�-1�1♦�t�LIN
T. -
Ann I'-�V�Lt>Im
F
N
- :
..
250 mm (10')
1500 mm (60'
•
275 mm (110)
a
a
275 mm (II'l
OR
600 mm (241
300 mm (12')
OR
m
m
a
U
CD
w
�
B
T
O
0
a
a
o
(mm) (INCHES)
(mm)
(INCHES)
300
12
110
4
o
in
c
cc.p
a
"
E
0
-
^
375 13 110 4 1/4
450 18 120 4 1/2
525 21 130 5
,�
--
E
n
p
600 24 140 5 1/4
675 27 140 5 1/2
750 30 160 6
825 33 160 6 1/4
900 36 170 6 1/2
975 39 180 7
1050
42
190
71/2
U
O
coo
.:
E
V
0
c"p
E
E
N
N
E
E
,n
N
1125 45 200 7 3/4
1200 48 210 8
1275 51 220 8 I/2
1350 54 230 9
1425 57 240 9 1/4
1500 60 250 9 1/2
1575 63 260 10
1650 66 260 10 1/4
G
2
N
1725 69 280 10 3/4
1800 72 280 11
1950 78 300 II 3/4
2100 84 320 12 1/2
2250
90
340
13 1/4
0
_
►n
0
..
2400 96 360 14
2550 102 400 15 1/2
E
0
a
o
N
�.
m
E
a
2700 108 410 16
E
n
N
2850 114 420 16 1/2
3000 120 440 17
3150 126 440 17
3300 132 450 IT I/2
3450 138 450 17 1/2
3600 144 460 18
P
SEE
NOTE 8
STATION
STATION PT.
ti
I) I
(' ELEV. ELEV. I
I I STA. STA. I
II I I
15MO450 mm (•40181 OC,
BOTH WAYS, TO BE USED WHEN
D2 IS 1500 mm (60') OR MORE
LONGITUDINAL SECTION
D BARS w
A BARS
F BARS ----:;;n '
I 10MO450 mm I `
m (+3 OR 04 B BARS
0 18") Oc
I ELEV. R ELEV. S
> T�-
15M*450 mm (@4018') OC,
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (600)
OR MORE
C MAIN LINE
SECTION N' -N°-N"
PROJECTED ON M -M -Nu
IOM (+3
OR +4)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.,
GREENBO COMMITTEE
TRANSITION STRUCTURE
PIPE TO PIPE
STANDARD PLAN
METRIC
340-1
19
,992
CATCH BASIN FLOOR
A6 .
i ��Iei. • Ti"glibm74
REV. 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BEDDING OF
RCP OR CSP
r
INLET PIPE
10i 1111111t111
-•
BACKFILL WITH
223 mm (9')
--.-•S�-1�1♦�t�LIN
T. -
Ann I'-�V�Lt>Im
SEE NOTE 6
265 K -C-14 Mpa
(450--2000)
- :
..
250 mm (10')
1500 mm (60'
•
275 mm (110)
1650 mm (66'
525 mm (219
275 mm (II'l
1800 mm (72')
600 mm (241
300 mm (12')
•
I) I
(' ELEV. ELEV. I
I I STA. STA. I
II I I
15MO450 mm (•40181 OC,
BOTH WAYS, TO BE USED WHEN
D2 IS 1500 mm (60') OR MORE
LONGITUDINAL SECTION
D BARS w
A BARS
F BARS ----:;;n '
I 10MO450 mm I `
m (+3 OR 04 B BARS
0 18") Oc
I ELEV. R ELEV. S
> T�-
15M*450 mm (@4018') OC,
BOTH WAYS. TO BE USED
WHEN B IS 1500 mm (600)
OR MORE
C MAIN LINE
SECTION N' -N°-N"
PROJECTED ON M -M -Nu
IOM (+3
OR +4)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.,
GREENBO COMMITTEE
TRANSITION STRUCTURE
PIPE TO PIPE
STANDARD PLAN
METRIC
340-1
19
,992
CATCH BASIN FLOOR
A6 .
SEE NOTE 40�
REV. 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
U
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IS
0
N
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DIAL TWO WORKING
BEFORE .� DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
a
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
REINFORCED MONOLITHIC ARCM.
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 REOUIRED PER
NOTE 5.
5. a_ ELEVATIONS R AND 5 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 (24") 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 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").
II_ 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 BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
331 - 2
JUNCTION STRUCTURE PIPE TO PIPE INLET
ID > 600 mm 24" OR O D> 1 /2 MAIN LINE ID
( )
SHEET 2 OF 2
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 6, SHALL
NOT EXCEED 5045'.
2. VALUES FOR A, B, C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615).
GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL
BARS SHALL BE IOM * 450 mm (03 OR •4 0 18') OC OR LESS.
5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A a B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25').
IF THE COVER EXCEEDS 7.5 m (25') A SPECIAL STRUCTURE SHALL BE
DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
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 BAR 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.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
V-tpoot> 'Ove A IA 2 3 ab 3*13-ov IMPROVEMENTS NOT COMMENCE WTTHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
MY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA
92335
(909) 350-7644
V,
R LATERAL/'CONNECTOR PIPE
FF4__F_lL MAIN, I INF RrP
I
I
CLASS C
MORTAR
I
STA. P -T. I tB
I J
6AJ 45'
Q
�.
100 mm d'
0
0
CASE I
PLAN
265 Kgg-C-14 Mpa
(450-C-2000)
CONC. ENCASEMENT,
SEE NOTE 5 -�
SEE NOTE
-CONC. PIPE. RCP OR CSP
IL MAIN LINE RCP -1
too mm I
O
CONCRETE OR a .,
COMPACT SOIL TO
RELATIVE DENSITY _
REOUIRED BY
SPECIFICATIONS
UNDISTURBED EARTH BEDDING, PER
SPECIFICATIONS
CASE
SECTION B -B
FOR OUTLET SEE STD.
115 mm (1/21 MIN
CATCH BASIN PLANS
i
T ..AA
CATCH BASIN FLOOR
A6 .
SEE NOTE 40�
�
125 mm (51
� 1
BEDDING OF
RCP OR CSP
r
INLET PIPE
175 mm (70)
900 mm (36')
BACKFILL WITH
223 mm (9')
SEE NOTE 6
265 K -C-14 Mpa
(450--2000)
- :
1425 mm (57') 450 mm (180)
250 mm (10')
CONCRETE OR a .,
COMPACT SOIL TO
RELATIVE DENSITY _
REOUIRED BY
SPECIFICATIONS
UNDISTURBED EARTH BEDDING, PER
SPECIFICATIONS
CASE
SECTION B -B
5 mm U/2')'MIN��
SEE NOT 4
-- - �r L113y4$o
CASE 2
(SEE NOTES 9 8 10)
uao�re TO SUIT
DNS
PLAN
Eo x
Q -
gocj
T
CASE 3
SADDLE -CONNECTION
1/2 OD MIN. :'�'Q•' ''
BACKFILL
,,
BEDDING
OD
CASE I
SECTIO! C -C
n rr•r� nw�
CLASS C MORTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE JUNCTION STRUCTURE PIPE TO PIPE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOKCOMMITTE!E VD < 800 mm (24")] 332-1
1984
REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
GENERAL NOTE
I. 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. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS,
NOTES
CASE I AND CASE 2
I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm
(24'), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2- THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (I') MINIMUM
TO 75 mm W) MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED,
S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11. CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL. NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL 8E CUT AND TRIMMED T4 FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
NOTES
ISAA ta< 300 mm (04 12° - 330-C-23 (560-C-3250) CONCRETE
ZS mm (I') (TVP.) I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
L/2 (TYP.} EXCEEDS 10 PERCENT.
- - - 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
•'' =j = :!"'="' THAT IS GREATER THAN 25 mm (10), BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
. 306-1.2.4 OF THE SSPWC.
i I
I r�
N 1
NEW OR _�_ 1 g6
EXIST. -PIPE I J
FLOW j
o J' FW
/ FL W P�
15M 0 300 mm
(*4 0 12')
D
FOR OUTLET SEE STD.
0j��
CATCH BASIN PLANS
i
T ..AA
CATCH BASIN FLOOR
A6 .
r
300 mm (120)
125 mm (51
CONC. PIPE,
-
RCP OR CSP
r
450 mm (I81)
5 mm U/2')'MIN��
SEE NOT 4
-- - �r L113y4$o
CASE 2
(SEE NOTES 9 8 10)
uao�re TO SUIT
DNS
PLAN
Eo x
Q -
gocj
T
CASE 3
SADDLE -CONNECTION
1/2 OD MIN. :'�'Q•' ''
BACKFILL
,,
BEDDING
OD
CASE I
SECTIO! C -C
n rr•r� nw�
CLASS C MORTAR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE JUNCTION STRUCTURE PIPE TO PIPE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOKCOMMITTE!E VD < 800 mm (24")] 332-1
1984
REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2
GENERAL NOTE
I. 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. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS,
NOTES
CASE I AND CASE 2
I. IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 600 mm
(24'), THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED.
2- THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED
ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE
INLET PIPE CANNOT ENTER RADIALLY. THEN ANOTHER STANDARD
STRUCTURE SHALL BE SPECIFIED.
4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE
OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (I') MINIMUM
TO 75 mm W) MAXIMUM.
5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON
FILL WHICH HAS NOT BEEN DENSIFIED.
6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP.
7. ALL CSP AND FITTINGS SHALL BE GALVANIZED,
S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE
INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER
LINE OF INLET PIPE.
9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC.
10. FOR CASE 2, NOT MORE THAN 3.5 m (12') OF INLET PIPE SHALL BE
LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH.
CASE 3
11. CONNECTIONS TO PIPES 525 mm (21') OR LESS IN DIAMETER WITHOUT JUNCTION
STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES.
12. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL. NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN LINE.
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE.
14. THE OPENING INTO THE PIPE SHALL 8E CUT AND TRIMMED T4 FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2.
NOTES
ISAA ta< 300 mm (04 12° - 330-C-23 (560-C-3250) CONCRETE
ZS mm (I') (TVP.) I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
L/2 (TYP.} EXCEEDS 10 PERCENT.
- - - 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
•'' =j = :!"'="' THAT IS GREATER THAN 25 mm (10), BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
. 306-1.2.4 OF THE SSPWC.
i I
I r�
N 1
NEW OR _�_ 1 g6
EXIST. -PIPE I J
FLOW j
o J' FW
/ FL W P�
15M 0 300 mm
(*4 0 12')
D
L
T
300 mm (121
300 mm 021
100 mm (40)
450 mm (18') •
300 mm (120)
125 mm (51
600 mm (24')
300 mm (121
150 mm (60)
7SO mm (306)
450 mm (I81)
175 mm (70)
900 mm (36')
450 mm (101
223 mm (9')
1050 mm (4P') 450 mm 118')
223 mm f91)
1200 mm (48') 450 MM (180)
250 mm (101
1425 mm (57') 450 mm (180)
250 mm (10')
1500 mm (60'
525 mm (21-)
275 mm (110)
1650 mm (66'
525 mm (219
275 mm (II'l
1800 mm (72')
600 mm (241
300 mm (12')
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN
150 mm (6'), A CONCRETE COLLAR IS REQUIRED_ IF THE CLEAR
SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3, CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR D2, WHICHEVER IS GREATER.
8. WHEN D( IS EQUAL TO OR LESS THAN [�, JOIN INVERTS AND
WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS
ARE REQUIRED.
3-15M (+4) CIRCULAR TIES, 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
SEE NATE 9 NNW7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
150 mm 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
6) MIN FOG�rF 'a y TIES SHALL BE D+(2X WALL THICKNESS) + T.
��s'Q t� H.e ,o REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES
fA
CUT >~ 3 .� BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3) OR LARGER.
NO. 2 CUT NO. I 43 9 0
LINEN [� 0 ,_ 00 N CIRCULAR TIES:
-- - - - - -- a - °
CUT
I,. a
.•a 'a :'�'' W •�
904 NO. 2
---- - LINE e _ ;� '
L .
® w tlr
PIPE
DIAMETER
NO. OF
CIRCULAR TIES
525 mm
(21')
OR LESS
3
600 mm (24')
TO
750 mm (300)
3
825 mm (33')
TO
1425 mm (57')
4
1500 mm (60')
TO
1800 mm (72')
5
150 mm CUT NO. 2 A a� a WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE
6'J MIN ? •p = O NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
3.14 ((30-D) C y APPROXIMATE SPACING OF 150 mm (6) O.C.
INTERIOR SURFACE ®
• Ca ,° 10. WHERE THE PIPE 1S 525 mm (210) OR LESS IN DIAMETER AN INTERIOR
DETAIL Aa (SEE NOTE 10) OF PIPE .� �o 7 .0 • FORM OF UNSEALED SONO-TUSE OR EQUAL SHALL BE USED TO
SONO -TUBE. OR EQUAL, INTERIOR FORM o c -w PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
�y S h �, LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (240)
CUT NO. I: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- W 0 � v '� OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE
DETAIL "B"
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS C �,, INTERIOR JOINT I NT SHALL BE COMPLETELY FILLED WITH MORTAR AND
TOGETHER FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR 'v dD NEATLY POINTED_
CUT NO. 2; SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 'n y ..► ,H 41,3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE PIPE A e 11 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
TUBE IN THE PIPE. 41NVALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
REINFORCING BAR 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.
C6
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER a z a s -
STANDARD PLAN �p L v ERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PROMULGATED BY DS CONCRETE CELLAR FOR RCP METRIC � ,� CONCRETE COLLAR FOR RCP Mm'c
PUBLIC WORKS STANDARDS INC.. Q
GREENBOOK COMMITTEE 11 77 3 V -
im 300 mm �t 2 THROUGH 1800 mm 72 380-2 5�" 300 mm 12" THROUGH 1800 mm 72"
REV. 1998 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 SHEET 2 OF 2
BENCHMARK
CITY OF FONTANA BENCHMARK NO. 615
SPIKE IN POWER POLE AT THE
CORNER OF CITRUS AVENUE AND
LOS CEDROS AVENUE
ELEVATION: 1467.59
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
Q�pF ESS lON
S H'j �� F
DRAWN BY:
w No. 43976m AE
Exp. 6/30/05 DESIGNED BY:
AE
�9T C r V 1 �- ��\P CHECKED Bim.
SOF CAL\ FO ml
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
SCALE:
JUNIPER AVENUE FROM
AS NOTED
BASELINE AVENUE TO DATE:
SOUTH WHLAND AVENUE DECEMBER, 2004
APP VED B . DRAWING NO.: 9
DTE: L/,Z
CIN ENGINEER R.C.E. 51152 3614 11
Filename: M:�dwg�14907�final design�sd�JUNIPER SD 09.dwg