HomeMy WebLinkAbout2835-6�I F OPTIONAL OUTSIDE
r � ED6ES TO BE EDGE OF CONCRETE
ROUNDED TO
D BAAS I 75 mm (31 R 'A
75 mm 13.) OC ! 1-
IOMI.3) TIE BAR )P - R=10 OF SPUR Ct 1 C
4-201:•6), E BARS A5'!
J -
97S mm (3'-3.1 LONG,SEE NOTE 2 114-ISM(N) H
D BARS-�OM(•3) TIE BAR BARS 900 mm75mm (3') OC, 1.2 m(3' -O.) LONG
SEE NOTE 9 1 3-I5M(M) J BARS 1.4 m (4•-01
(4•-81 LONG 75 wW3•) OC
CON T.A00 L. BARS ISO mm■_DETAI NLF F (6•) OC TO INSIDE EDf.'E
OF MANHOLE, SEE NOTE 2 (RINGS AND COVER NOT SHOWW
PLAN (SEE NOTE 1)
(SHAFT NOT SHOWN)
MANHOLE FRAME
STREET AND COVER PER
GRADE STO. PLAN 630
610 mm (24.1
MANHOLE SHAFT 125 mm x 50 mm ` o�
PER STD. (5'x21 0 1_ SEE NSOTE 8 LEVEL,
PLAN 324 PIPE SEAT OT -c
900 mm (3•-01 E BARS w w ml ,�
w E BARS n
U, � TIE BARS rn
STE
TIE BARP-�' t I I 71xR I ' - -
125 mm (5.1 �' ILD BARS c
F J BARS P X00 700 ( P
ROUND EDGES r -49,(2•-4•I
TO 75 mm (3.1 R SPRING LINE
I5M(•4) O 450 mm INLET ��
(IS')
OC BOTH ELEVATION I'' GRADE POINTS,
WAYS TO BE USED APPLIES AT SEE NOTE 4 -
WHEN Ox IS 1500 mm THIS POINT
(601 OR OVE SECTION B -B
SECTION A -A
CONCRETE RINGS STREET GRADE
PER STD. 125 mm x 2S mm (5'x1.1
PLAN 324 RING SEAT
OMIT THIS j_:
H BARSSTEP IN PAVED ; SEE TABLESTREETS m VARIABLE
ISO mmH BARS Ie_I
150 mm (6 U. E BARS
l 400 mm (161 FOR IOMI.3 OR •41
PAVED STREETS. F 16y TIE BARS
630 mm (2•-21 FOR
UNPAVED STREETS I J BARS
ROUND
EDGES
TO 75 mm
(3•)R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
(041) 320
2250 no
(9012400
mm (96'I
�,
MANHOLE PIPE TO PIPE MAIN LINE
PLAN
,Nc.,
GREENS"
ID=900 mm 36" OR LARGER
320-1
REV. 100
SHEET 7 OF 42100
USE WITH STANDARD SPECIFICATIONS FOR PU■LJC WORKS CONSTRUCTION
- - _y-.w..w...... _
ma e
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#li i'■ ! ' •
CC --r: IIIIIIIIIIIIIIIIIIIIIIIIIIIIII
STANDARD
320 - 1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
SHEET OF
MAINLINE ID'S 825mm 33" OR SMALLER
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
EDGES TO BE ROUNDED
NOTES
MANHOLE FRAME - CONCRETE RINGS STREET GRADE
. UPSTREAM AND DOWNSTREAM DIAMETERS OF'THE MANHOLE ARE NOT
TO 75 mm (3•) R
25 mm x 25 mm
I mm s'
I mm 69'
( 4•
7 /4'
Ieoo mm (72•
so mm ur•
mm
2550 mm (102.1
4•
mm I 1/
4•
395 mm 1 •I/ •)
7 I •) 403 mm 1
m (114•)
2aS0 m3000
mm t
420 mm (t6 I!2•)
430 (1T)
mm
R §
430 inn (17•)
3300 mm 1
44 1 I/ '
1 A1150 ma •
445 mm 17 I/ ')
,
ABLE OF VALUES FOR M (SEE NOTE 1)
SECTION PA S UI!_
AVSD STREET
AIA.. MIN. MAX. MIN.
A -A 7 mm( -10 1/ - 1060 mm 3'
C -C 20mm01' 217 mm8 I/ 410 mm I mm I5• •
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD
320 - 1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
SHEET OF
(33•J OR
LESS STANDARD PLAN 321 SHALL BE USED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA
TABLE OF VALUES FOR
1 /
7 4•
1125 mm 145•) 19 mm 7 3/41
1200 mm 4B•
1 7 mm 1.1 7
1423 T W11/41
mm
IS mm (6 31
CHAPTER
sTAN� PLAN
320 -1
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
sHEEr3oF4
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
8. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
B
ID'S 825mm 33' OR SMALLER
o
MAINLINE ID'S 825mm 33" OR SMALLER
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
EDGES TO BE ROUNDED
NOTES
MANHOLE FRAME - CONCRETE RINGS STREET GRADE
. UPSTREAM AND DOWNSTREAM DIAMETERS OF'THE MANHOLE ARE NOT
TO 75 mm (3•) R
25 mm x 25 mm
I to 111111
STD. PLAN 630 T THIS STEP
THE SAME, THE GOVERNING INSIDE DIAMETER THE MAIN LINE
241
I.
WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 1S LESS
m
�
SHALL BE -CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
H
i is'
R §
THAN 867 mm (2'-10 1/2`) FOR PAVED STREETS OR 1060 mm (3'-6•) FOR
Af
LINE OF THE LATERAL ENTERS THE MANHOLE.
-
A
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL `N•.
900 . (3•-0.) BSO mm (2'-2•) 1
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
/�
�
J
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6•) WHEN
��,t44' 4
THE MANHOLE BE GREATER THAN 750 mm (301).
a
•)
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6•)
OF SPUR t
R , D GRADE
T
ROUND EDGES mm
I > co
OR LESS.
13.
MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
•)
=
2.
H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-O'),
OF 1050 mm
r '0
ALL STEEL REINF..15M
fd
BUT MAY BE -INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
14.
MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
TION
,,HOLE
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
APPLIES AT THIS SECTION C -C
OTHERWISE SHOWN.
do
POINT
BE USED. FOR H (IN SECTION C -C) SEE NOTE L
15.
WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS SPECIFIED
PLAN 324 ---
3.
L SHALL BE 1.2 m (4'-0•) UNLESS OTHERWISE SHOWN. L MAY BE IN -
STEPS
REFER TO STANDARD PLAN 326.
m F BARS
CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
16.
WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC. REDUCER IS
T
450 mm (181
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
7S ■Ifl t39
SPECIFIED REFER TO STANDARD PLAN 328.
125 mm s SO
4.
T SHALL BE 200 mm (8•) FOR VALUES OF H UP TO AND INCLUDING 2.4 m
17.
WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REC CERAS
BARS
(8•-O•) AND 250 mm (10•) FOR VALUES OF H OVER 2.4 m (8'-O•).
SPECIFIED REFER TO STANDARD PLAN 329.
•
5.
STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
18.
DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
SEE NOTE S
CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF
SECTION
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED
SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR
SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
6.
REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
AMERICAN PUBLIC WORKS A880CIATNN�1-SOUTHERN CALIFORNIA
OC BOTH WAYS. TO BE
GRADE 40). AND SHALL TERMINATE 40 mm 0 1/2•) CLEAR OF CONCRETE SUR -
ISM O 450 mm (•4 O 181 OC USED WHEN B IS 1500 mm
BE ENGLISH UNITS.
BOTH WAYS, TO BE USED (601 OR MORE
FACES UNLESS OTHERWISE SHOWN.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
7.
FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
STD. PLAN324
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
I�xx"
T GRADE
HBAR125
326 MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER
150. mm IB•)
S.
BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
Iso mm (s')
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
UNPAVED STREETS150
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
m
329 PRESSURE MANHOLE SHAFT 914 mm (361 WITHOUT REDUCER
TIE BARSE
BARS
MAY BE PLACED AT SPRING LINE.
BARS
630 610 RNR (24•) MANHOLE FRAME AND COYER
J BARS
ROUND EDGES TO
633 914 mm (36•) MANHOLE FRAME AND COVER
9.
THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
635 STEEL STEP
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8').
636 POLYPROPYLENE PLASTIC STEP
10.
STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14•) TO 375 mm 05•) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24•) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
32MET PC
0 - 1
SHEET 40F4
MANHOLE PIPE TO PIPE MAIN LINE
ID=900 mm 36" OR LARGER
B
PLAN
PRaexl�c�tEe �, THE
PUKX WOR"
B
ID'S 825mm 33' OR SMALLER
o
MAINLINE ID'S 825mm 33" OR SMALLER
(SHAFT NOT SHOWN)
EDGES TO BE ROUNDED
STREET GRADE
MANHOLE FRAME - CONCRETE RINGS STREET GRADE
1C
TO 75 mm (3•) R
25 mm x 25 mm
I to 111111
STD. PLAN 630 T THIS STEP
(5•d•)
241
INTI PAVED STREETS
RING SEAT
m
�
MANHOLE
SHAFT 223 mm (9
i is'
R §
f
Af
W
-
A
0 eel -,
900 . (3•-0.) BSO mm (2'-2•) 1
N
/�
�
J
\
��,t44' 4
R=ID
a
•)
125 mn x SO mm (5•x2•) PIPE SEAT
OF SPUR t
R , D GRADE
T
ROUND EDGES mm
I > co
150 mm (6.1
OF INLETS - %1/2•
•)
=
MIN.
F
OF 1050 mm
r '0
ALL STEEL REINF..15M
fd
11
_
O 100 mm lM O 4.1 OC
PLAN
PRaexl�c�tEe �, THE
PUKX WOR"
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33 OR SMALLER
ID'S 825mm 33' OR SMALLER
SEE NOTE,
MAINLINE ID'S 825mm 33" OR SMALLER
(SHAFT NOT SHOWN)
REV. ,xxe
STREET GRADE
MANHOLE FRAME - CONCRETE RINGS STREET GRADE
1C
AND COVER PER PER STD, PLAN 324
25 mm x 25 mm
I to 111111
STD. PLAN 630 T THIS STEP
(5•d•)
241
INTI PAVED STREETS
RING SEAT
m
�
MANHOLE
SHAFT 223 mm (9
i is'
I
PER STD. 400 mm f161 FOR
0
W
PLAN 324 PAVED STREETS, (24.1
SARSP`
0 eel -,
900 . (3•-0.) BSO mm (2'-2•) 1
N
0 '^'o
Ic - T Nq0 13'49 T
Wi le
��,t44' 4
PAVED STREETS
a
•)
125 mn x SO mm (5•x2•) PIPE SEAT
E _ � uj
uj
R , D GRADE
T
ROUND EDGES mm
I > co
-
OF INLETS - %1/2•
•)
=
ROUND EDGES
_
OF 1050 mm
r '0
F
13 mm
(3•'6•)
STD. PLAN 630
TION
,,HOLE
W
APPLIES AT THIS SECTION C -C
SHAFT
do
POINT
PER STD. \
SECTION
A -A
PLAN 324 ---
STATION LINE
900 mm (3'-0•i
STEPS
200 mm l81 I
m F BARS
STEPS
TIE BARS
T
450 mm (181
N I
7S ■Ifl t39
F BARS
125 mm s SO
x
I
I
100 mm (4.1 ♦ T-200 mm 1• 100 mm (4•)
BARS
200 mm (8•)
200 mm (SIL'
•
OPTIONAL BOTTOM
GRADE POINTS,
ELEV. R
SEE NOTE S
SECTION
B -B TABLE OF VALUES FOR M (SEE NOTE 11
SECTION PA STREET UNPAVED STREET
MAIL N. IIAX.UK
A 7 i0 I/211 1060 Txm 3•
C -C 282 - 019 217 mm I6 1/2.1 410 m 069 380 1■T■ I
AMERICAN PUBLIC WORKS A880CIATNN�1-SOUTHERN CALIFORNIA
OC BOTH WAYS. TO BE
SECTION G -G
CHAPTER
PRaexl�c�tEe �, THE
PUKX WOR"
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33 OR SMALLER
ID'S 825mm 33' OR SMALLER
`'I �1B0Ox
I.
MAINLINE ID'S 825mm 33" OR SMALLER
321 - 1
REV. ,xxe
SHEET 7 OF 3
IgE WITH STANDARD SPECIFICAMNS FOR PUSUC VVORKS CONSTRUCTION
STANDARD PUN
x.A,x., MANHOLE PIPE TO PIPE ONE OR BOTH METRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
PLAN
'ISMO 300 mml•4012'1 FACE PLATE
EACH WAY ASSEMBLY
_ pUT E1I
3 mmll/4•)R STREET. OETRE3.-
OR LOCAL P
ION SURFACE
100 mm 312
f49M a: SLOPE
FLOW LINE ♦ d_ 73 mm
DOWEL -1 1_ (3 -IR
ITYP.I 11 *1
o
4.
mmII I u -
g1R8 LINE N iul „
STEPS 1'- ggg
t (4/MIN. .. g.:
300 mm 73 mw a
(12'IMAX. (3')R
-
o
}}
_ o= I- --
�9 OPTIONAL SUBORAOE Cp,IjpCjpI TNICE
Z � � - CATCH BASIN
E97�1 -�
2y B CONNECTION
OV
SECTION A -A
=1•o4Rm12.100-01 I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
-STAN �IP UN
321 - 1
SHEET 2OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33 OR SMALLER
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE-
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36•)190 mm IT 1/21
TO 1050 mm (42•) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mmm IS
(36•) IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8•)
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6').
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
,MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
IZ PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN. '
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14, WHERE A MANHOLE SHAFT - 900 mm (36•) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36•) WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. 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.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 nNn(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
POLYPROPYLENE PLASTIC STEP
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/2') FOR PAVED STREETS OR 1060 mm (3'-6•) FOR UN-
PAVED 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 DI IS 1200 mm (48•) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM GRAIN WHEN DIAMETER Of IS 1200 mm (48') OR LESS, IN WHICH CASE
PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45• WITH CENTER LINE
AND OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS-
A. D2=2400 mm (96•) OR LESS. L=1.7 m (5'-6'). P=130 mm (5•J
B. D2 OVER 2400 mm (96'), L=1.8 m (6'-0.1. P=210 mm (8')
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 150 mm .(6•) OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LIFE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5, REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 i/2'l CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. -
7. BOGY OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE.
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
. SHOWN ON TABLE SH. 2.
9. D BARS SHALL BE 15M(04) FOR 02=975 mm(39') OR LESS, I5M(•5) FOR
D2 =1050 mm (42') TO 2100 mm (84•) INCLUSIVE AND 20M(•6) FOR
O2=2250 mm (90•) OR OVER.
10. CENTER LIME OF INLET PIPE SHALL INTERSECT INSIDE FACE OF.CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
If. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (141) TO 375 mm (IS') 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. MAIN LINE = 900 mm (36•) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN
LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36•) TO 1050 mm (42•)
INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 625 mm
321 - 1
MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE
ID'S 825mm 33' OR SMALLER
SHEET30F3
DOWEL DETAIL
S, PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED, THE CONNECTOR PIPE SHALL RELOCATED 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(31 PIPE EMBEDMENT, ALL AROUND. WITHIN
THE CATCH BASIN WALL, AND 73 mm(3') RADIUS Of ROUNDING OF STRUCTURE CONCRETE,
ALL AROUND. ADJACENT 70 PIPE E 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 DEGR R A
EES 0 GRE TER
THAN 110 DEGREES R WHENEVER
0 THE CONNECTOR PIPE IS LOCATED
IN A CORNER. TH OPTIONAL L 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 CENTERLI E OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(12.) APART. THE TOP STEP SHALL BE 175 mmt7•) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 T1■M51.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 EQUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3-I5MN4) J BARS, [ q
m (4'-89 LONG,
ROUND TO 75 aw (3•) R 1.2 m OPTIONAL
OUTSIDE
75
75 mn i3•) OC CONTINUE F D F
I
OPTIONAL FILLET (4'-09
EDGE OF
ADDITIONAL BARS
T CONCRETE
ISO mw l611 OC TO INSIDE
(-
EDGE OF MANHOLE
O 6 T Ci
1C
SHEET 1 OF 4
E SPUR
STATION
L
-ISM H
125 mm x SO mm (5•x
ISO mm (61) BARS 9001M
90
21 PIPE SEAT
I
� ANY STANDARD 13'-09 LOMB
BARS, 75mm
PIPE JOINT
3) OC E
DETAIL ONO
ISO mm (6•) OC e}
(RINGS AND COVER NOT SHOWN)
ra
SARSP`
SEE NOTE 2
SEE OTE 3
4mm ( A=
IOM 61-
b
It0�'
OR •4 O 181 OC
• , m o
TIE BARS _
��,t44' 4
A 8 8 BARS ,
Nt
M , STREET
- _
R , D GRADE
OF SPUR t
WITH A MAX. MANHOLE FRAME
_
OF 1050 mm
ANO COVER PER
F
Do F
(3•'6•)
STD. PLAN 630
,,HOLE
W
PLAN
SHAFT
do
PER STD. \
11- D BARS
(SHAFT NOT SHOWN)
PLAN 324 ---
w TIE BARS
STEPS
m F BARS
TIE BARS
N I
F BARS
125 mm s SO
TIE
(5•x2)
I
BARS
PIPE SEAT I A BARS 125 Ixm
ELEV. R
ELEV. S
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3-I5MN4) J BARS, [ q
m (4'-89 LONG,
ROUND TO 75 aw (3•) R 1.2 m OPTIONAL
OUTSIDE
75
75 mn i3•) OC CONTINUE F D F
I
OPTIONAL FILLET (4'-09
EDGE OF
ADDITIONAL BARS
T CONCRETE
ISO mw l611 OC TO INSIDE
(-
EDGE OF MANHOLE
O 6 T Ci
1C
SHEET 1 OF 4
E SPUR
STATION
L
-ISM H
125 mm x SO mm (5•x
ISO mm (61) BARS 9001M
90
21 PIPE SEAT
I
� ANY STANDARD 13'-09 LOMB
BARS, 75mm
PIPE JOINT
3) OC E
DETAIL ONO
ISO mm (6•) OC e}
(RINGS AND COVER NOT SHOWN)
ra
SARSP`
SEE NOTE 2
SEE OTE 3
4mm ( A=
IOM 61-
b
It0�'
OR •4 O 181 OC
• , m o
TIE BARS _
��,t44' 4
A 8 8 BARS ,
Nt
M , STREET
- _
R , D GRADE
OF SPUR t
WITH A MAX. MANHOLE FRAME
_
OF 1050 mm
ANO COVER PER
F
Do F
(3•'6•)
STD. PLAN 630
,,HOLE
W
PLAN
SHAFT
do
PER STD. \
11- D BARS
(SHAFT NOT SHOWN)
PLAN 324 ---
w TIE BARS
STEPS
m F BARS
TIE BARS
N I
F BARS
125 mm s SO
TIE
(5•x2)
I
BARS
PIPE SEAT I A BARS 125 Ixm
ELEV. R
ELEV. S
B BARS
I5M O 450 mm (•4 O 18•)
OC BOTH WAYS. TO BE
SECTION G -G
ISM O 450 mm (•4 O 181 OC USED WHEN B IS 1500 mm
BOTH WAYS, TO BE USED (601 OR MORE
WHEN D2 IS ISOO mm (60')
OR MORE
SECTION N -M -P -O
CONCRETE RINGS PER `
OMIT THIS STEP IN
STD. PLAN324
PAVED STREETS
I�xx"
T GRADE
HBAR125
mm It 25mm(5•x11
150. mm IB•)
RING SEAT
400 mm (16'1 FOR PAVEDSTREETS,
Iso mm (s')
650 mm (2'-2.1HBARFOR
UNPAVED STREETS150
m
VARIABLE
k
TIE BARSE
BARS
,RTIE
BARS
J BARS
ROUND EDGES TO
75mm(31R
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMIIL(i4TANDAI E
MANHOLE PIPE .TO PIPE
STANDARD �""
PUBLIC WORI(5 STANWNDB 61C.,
GRE,> °°t"m^�E
LARGE SIDE INLET
322-1
11�
REV' 1986
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E SHAFT
125mmx 50mm(5•x29
PIPE SEAT
�!7�=
[r� f �raiiF"
1��
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AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN. CALIFORNIA CHAPTER STANDARD PUH
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) .322 -1
- 1
�ff•Z➢J♦ C L I.1r"'.i(}iTril7
SHEET 2 OF 4
NOTES _.
I. VALUES FOR A. B. C. DI. D2, ELEVATION RAND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.. .
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/21 FOR PAYED 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 DI IS 1200 mm (48`) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D, IS 1200 mm(48•) OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
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 (5.1 FOR 62=2400 mm (96=) OR LESS -AND 200 mm t89
FOR D2 OVER 2400 mm (961.
S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (( I/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE, SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. 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, SH. L
IO. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
If. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 330 mm 04.1 TO 373 mm (151 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 STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE- 900 mm (361 INSIDE DIAMETER OR LARGER.
, B. LATERAL = 300 mm (121
TO 3600 mm (144•) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNU► CHAPTER srANM� N
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT -
900 mm (36.) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 REINFORCtI
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SI
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHA
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (24•) MANHOLE FRAME AND COYER
633 914 mm (361
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MElT2K:
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET
40F4
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
(
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN. CALIFORNIA CHAPTER STANDARD PUH
METRIC
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) .322 -1
- 1
�ff•Z➢J♦ C L I.1r"'.i(}iTril7
SHEET 2 OF 4
NOTES _.
I. VALUES FOR A. B. C. DI. D2, ELEVATION RAND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.. .
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/21 FOR PAYED 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 DI IS 1200 mm (48`) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D, IS 1200 mm(48•) OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
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 (5.1 FOR 62=2400 mm (96=) OR LESS -AND 200 mm t89
FOR D2 OVER 2400 mm (961.
S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (( I/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE, SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. 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, SH. L
IO. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
If. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 330 mm 04.1 TO 373 mm (151 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 STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE- 900 mm (361 INSIDE DIAMETER OR LARGER.
, B. LATERAL = 300 mm (121
TO 3600 mm (144•) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNU► CHAPTER srANM� N
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT -
900 mm (36.) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 REINFORCtI
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SI
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHA
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (24•) MANHOLE FRAME AND COYER
633 914 mm (361
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MElT2K:
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET
40F4
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
SHEET 2 OF 4
NOTES _.
I. VALUES FOR A. B. C. DI. D2, ELEVATION RAND ELEVATION S ARE
SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE
WALL OF STRUCTURE.. .
2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 I/21 FOR PAYED 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 DI IS 1200 mm (48`) OR LESS, CENTER
OF SHAFT MAY BE LOCATED PER NOTE 3.
3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER D, IS 1200 mm(48•) OR LESS, IN WHICH
CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH
CENTER LINE.
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 (5.1 FOR 62=2400 mm (96=) OR LESS -AND 200 mm t89
FOR D2 OVER 2400 mm (961.
S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (( I/2') CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE, SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
S. 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, SH. L
IO. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE
LOCATED ON SIDE RECEIVING THE SMALLER LATERAL.
If. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 330 mm 04.1 TO 373 mm (151 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 STANDARD PLAN 320 IS INADE-
QUATE. MAIN LINE- 900 mm (361 INSIDE DIAMETER OR LARGER.
, B. LATERAL = 300 mm (121
TO 3600 mm (144•) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNU► CHAPTER srANM� N
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT -
900 mm (36.) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 REINFORCtI
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SI
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHA
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (24•) MANHOLE FRAME AND COYER
633 914 mm (361
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MElT2K:
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET
40F4
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
TO 3600 mm (144•) INSIDE DIAMETER: HOWEVER,
THE INSIDE DIAMETER SHALL NOT EXCEED THE INSIDE DIAMETER OF
THE MAIN LINE.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNU► CHAPTER srANM� N
MANHOLE PIPE TO PIPE (LARGE SIDE INLET)
SHEET 3 OF 4
13. MANHOLE FRAME AND COYER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT -
900 mm (36.) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 326..
16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT IS
SPECIFIED REFER TO STANDARD PLAN 329.
18. 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 REINFORCtI
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SI
IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHA
BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN-
324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (369 WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT
REDUCER
630 610 mm (24•) MANHOLE FRAME AND COYER
633 914 mm (361
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MElT2K:
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET
40F4
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MElT2K:
MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1
SHEET
40F4
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
,TIm USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 7 OF 2
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
ml
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
REVISION DESCRIPTION
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
%f/ "
STANDARDS IN EFFECT.
4 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2
r b- - C LATERAL/
L CONNECTOR PIPE
t
W G BARS
I
H ROUND F ISM O ISO mm
g P ) , 0' � aD ITIS mm1F `0; (•a O 61 OC
,,, 0 1- c IOM Q 450 mm
H z :)z I(-3 OR •4 O 181
w< W c I I i OC TIE BARS
z °'/ w m m , E AND F BARS
,0,1 m I I ISMO 75 mm
(•5 O 3•) OC.
I SEE NOTE 8
° STA. POINT
I n ,. CONNECTOR PIPE TABLE OF
_��' I� eo mm SEE NOTE 3 VALUES FOR T
_ (3•) MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm f129 130 mm (3.1
PLAN 375 .■m (15.) 130 nw (S•)
430 mm (18•) 130 mm (39
323 mm (21.1 130 mm (S•)
SPUR IOM O 430 mm 800 mm (24•) 140 mm IS I/2
1•3 OR •4 O 161 875 mm (27`) 140 mm IS 1/2
OC TIE BAR 730 mm t309 150 mm (6.1
G BARS ISMO 150 mm
REINFORCING STEEL I (•4 O 61) OC F. ) 825 mm (33•) 170 mm (6 I/2
---,-�1 900 awn 1361170 mi8 1/2
80 mm (3• MIN. / �, 975 mm (391) 180 ■w f7.1
LINE F//(/�/j F1 E
o11130mm5')mO�t\,_,\11
E BARS
//OUND ( \ __ �- � -� 11 I EDGES � ELEY. R
E BARS ISM NS)
' \ ELEV. S / O 80 mm t3'1 OC G BARS
•�F BARS 13M (•S)
O 75 mm (3') OC
UNDISTURBED
CONCRETE CRADLE,
EARTH ' H 265-C-14 (430-C-2000),
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PWORKS ROMULGATE1984 D e+'THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANiOPUN
�'��"��'�" D > m (
600 m24) OR ID > 1/2 MAIN LINE ID 331-2
(YtEENB001C COMMITTEE »
REV. 1886 USE YR7H STANDARD SPECIFICATIONS FOR PUBLI
C WORKS CONSTRUCTION SHEET 7 OF 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 (241. B SHALL NOT EXCEED .75 O OR 975 mm (391.
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 ELEVATIONS SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. 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 MAINLINE 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 MAGE IN ANY ONE SECTION OF PIPE.
B. 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 6(5,
GRADE 40), AND BE PLACED 40 mm (( I/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 (61.
If. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
TME 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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
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 ORNIA C HAPTER STANDARD PUN
JUNCTION STRUCTURE -.PIPE TO PIPE INLET MEM'C
ID Z 600 mm 24" OR > 1i2 MAIN LINE ID 331 - 2
SHEET 2 OF 2 - A
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SMALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
-SOUTHERN CALIFORNIA CHAPTER sralloaRo PUN
CURB OPENING CATCH BASIN
sHEErzoFz
)
STRUCTURAL DATA `' sn�wauc"oe'is`ctirincuoU3CONSTRUCTED
SUCH SIDEWALK, THE TOPLIMITS
SLABFOF EXISTING
THE BASIN PA AY gEED
- WALL AND SLAB DIMENSIONS AND 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
REINFORCEMENT REQUIREMENTS PROVIDED- WITH A WEAKENED PLANE ORA 25 mMi1DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
REINFORCEMENT OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE,
MAX MAX t tF
REQUIRED IN - COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
W Y FRONT REAR BOTTOM END BASIN.
WALL W
ALL SLAB WALL 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
-
1.0 m(3.31 2.4 ml8'> ISO 1■Tn(4') 150 mml8.1 SHAPED BY PLASTERING.
1.0 m(3.31 3.3 m(121 200 m■01 200 mm18.1 - 3. -FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL
ISMO 500 mmf°4002.1 AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
2.0 mlT1 1.8 111(61) ISO m011489 ISO mm(61) EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
2.0 ml71 3.5 m1121 zoo mm(9.1 200 mm18•1 THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4.0 m(14') 1.2 mf4•) ISO m018.1 ISO mmf6') R - - 4. DIMENSIONS777 : _
E 8 = 970 mm(3'-21
2.4 m(81 Iso mmis•I zoo mmf81 1
4.0 m(14') 3.5 m112'I 200 mm(86) 250 mm/10•) N Y =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
F THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
1.2 m14') 150 1110(61) 150 mnT18•) R E VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND 'THE INVERT AT
a,., 1.8 m[6'1 130 mml8.1 200 mm[!') C 0 - 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•).
='a 2.4 m18') 200 xT■TI!•) 200 MMB*PROMULGATED By THE SUC WORKS STANDARDS I :. GRIMMINOOK COMMITTEE
)E U
N I M R ..VI=THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
dm3.0 m110')200 mm189 230 mM10•) N - E - THE INLET, NOTED ON THE PROJECT PLANS.
3.5 m(12') 200 mm/8•) 250 mm110•) T D H =NOTED ON THE PROJECT PLANS.
FOR W > 9 m(289. Y > 3.3 ml12') ORB > 1.2 m149 SEE PROJECT PLANS
W =NOTED ON THE PROJECT PLANS.
AMERICAN PUBLIC WORKS ASSOCIATION • SOUTHERN CALIFORNIA CHAPTER 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.
STALAN
CURBNDARD P
OPENING CATCH BASIN 300-2
,m,
REV.
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
y� l.T 0^r\
No. 14814
Exp: 3-31-01
RECORD -DRAWING
-
THESE RECORD pRAyyiNW ;ZE
SEEN PREPARED, Of
PART, ON THE eAsts of I
FURNISHED BY OT}IERg, THE 9W4EER YVNl N0r 13E
����� �ORPOMTED Ml'�0 THE pp ft
�p�REOF.
STREET
GRADE
MANHOLE FRAME L,
AND COYER PER
MANHOLE ,,, STD. PLAN 630
SHAFT J� tv l
PER STD. 3 F D BARS '
PLAN 324 D BARS
--- w -TIE BARS
STEPS
Of T EABARS '-4 1
ROUND EDGES
-• 1
� iv ) TO 75 mm l3'f R I
P 700 TIM!
123 .wli SO V
(5'x2')
PIPE SEAT-- i A BARS i
125 mN ELEVATION
ELEY S E EV. R (S•)
I B BARS
•- 15M O 430 mm (K O 18•)
- � OC BOTH WAYS, TO BE
USED WHEN B IS I5
00 mm
(60') OR MORE
E SHAFT
125mmx50mmt5
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats
•x21
PIPE SEAT
ELEY. PER
PLAN
LONGITUDINAL SECTION
SECTION N -M -P-0
MODIFIED APWA STD 322-1.
SEE APWA STD 322-1 ABOVE, SEE PLAN SHEET 2
L
iiPREPARED THE OFFICOF
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
MADOLE ANIDI ASSOCIAT SE INC. S 1 Vr1M E*WN NPROVEMENTjyk n%,l OX K
S
OF THE INLAND EMPIRE DRAWN BY: SIERRA LAKES -BASIN NO. 1
SCALE:
10601 CHURCH STREET, STE. 107
,J.K.D/M.A.
RANCHO CUCAMONGA, CA 91730 DETAIL SHEET AS SHOWN
PHONE (909) 948-1311 DESIGNED BY: DATE:
A.S. 09/08/00
Date CHECKED BY: PROVED q. DRAWING NO.: 6
.C.E.14814 EXP. 3-31-01 M.L.B. % 283 6
ENGINEER R.C.E. 51152 DATE
/
J:\826-1163\StormDrain\BASIN-1\sd-sht6.dwg, 10/12/2000
1 2:05:12 PM, ats