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6. MAIM LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NO TE 2 -------
J
I SEE NOTE I
I .s
I
80 nm (3.1 MIN.0
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SIS
REINFORCING STEEL I
80 mm 30MILINE
/ROUND
II' EDGES-r—
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EARTH H i
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Q T A D t%i M T
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(3.) mum.
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SEE NOTE 3
PLAN
IONI 0 450 mm
(•3 OR 04 O leo)
OC TIE BAR
a BARS 15M 0 Iso wwo
(+4 O 6' j OC H-1
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Vc RS 15M (*5)
0 60 mm (3 OC
;O000r.. .
SECTION Z -Z
p137T=w_"l
0 r �s�m
v—ELEV. R
t -
F BARS 15M (•5)
0 75 mm (30) OC
CONCRETE CRADLE.
265-C-14 (450-C-2000).
SEE NOTE 9
A
6. LATERAL/
CONNECTOR PIPE
—0 BARS
15M 0 150 mm
(•4061 OC
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 BOF THE LATERAL IS GREATER THAN 600 mm(2411). B SHALL NOT EXCEED .75 DOR 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 THE 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 LINE.
I -OM 0 450 mm 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
(o3 OR •4 0 18
OC TIE BARS ANGLE A IS GREATER THAN 45 DEGREES, B IS LESS THAN OR EQUAL TO 600 mm(24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS -LESS THAN .5 D:
E AND F BARS OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
15 M 0 75 min
(•3 0 3') OC. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
SEE NOTE 6
TABLE OF
VALUES FOR T
�i
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULOATECdYTi1E ,UNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PUN
fl1BLIC� WOR�K$'$TAC��RiTD�PIC„ ID > 600 mm (?�4") OR ID > 1 )�2 NLAIN LINE 1D 331 R� 2
Rte' 19N USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
SOURCE: A.P.W.A.
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").
11.FLOOR OF THE SPUR SHALL BE STEEL—TROWLED 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 METRIC BAR SIZES. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
A = 37 DEGRESS
B = 18 INCHES
C = 55 INCHES
D = 36 INCHES (EXISTING MAIN)
S — 997.0 FT. INVERT ELEVATION
300
rnm
(120)
130
mm
(50)
375
mnn
(15•)
130
min
(50)
430
mm
(180)
130
mm
(59
523
mm
(21')
130
nun
(50)
600
mm
(240)
140
mm
(5 1/2
675
mm
(270)
140
mm
(5 1/2
750
mm
(30•)
Iso
IAM
(69)
823
mm
(330)
170
mm
(6 1/2'
900
mm
(36')
170
mm
(6 1/2'
r975
awn
(399)1
180
mm
(70)
N
TIE BARS
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULOATECdYTi1E ,UNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PUN
fl1BLIC� WOR�K$'$TAC��RiTD�PIC„ ID > 600 mm (?�4") OR ID > 1 )�2 NLAIN LINE 1D 331 R� 2
Rte' 19N USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
SOURCE: A.P.W.A.
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").
11.FLOOR OF THE SPUR SHALL BE STEEL—TROWLED 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 METRIC BAR SIZES. IF
ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
A = 37 DEGRESS
B = 18 INCHES
C = 55 INCHES
D = 36 INCHES (EXISTING MAIN)
S — 997.0 FT. INVERT ELEVATION