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1—� —(SEE NOTE 5)
FEQUALLY
D", Y4
CED SEE STIFFENER
OLE DETAIL NEXT PAGE
OM
OD OF PLATE
J8
D1/2
LIJ
D 1 ( YP.) �
D1+599
D1 RISER
DIAMETER
CSP
GAUGE
18"— 27"
16
3011— 39"
14
42"— 48"
12
5121-66"
10
BOTTOM VIEW
TOP PLATE
ELEV. A SEE DETAIL&FOR
1531.25. LOCKING DEVICES GRADING AT LIP,
UNLESS OTHERWISE
SHOWN ON PLAN,
J 00
ry o n
V�•¢L/ /Y2 PLACES
_ v STANDARD
GALVANIZED
CONNECTION
BAND.
CSP CP
SLOPE TO \
DRAIN
D1
A
n
HD
18
40°
9
2
24"-27"
30°
12
30J'-33"
24°
15
3
36J'-39J'
20°
18
42"--45"
16.5°
22
4
48"-5122
14.5°
25
54"-57"
13°
28
60"--63"
11.50
31
66"
10.5°
34
d
DETAIL -PLATE STIFFENER
8" MIN. Y2„ (TYP.) "N" PLACES
MIN. CONCRETE Y2" STD. PIPE OR
COLLAR MILD STEEL BAR
CSP rE )/4 x2" WIDE
C P
CSP OD
0
8 J MIN.
z
ALTERNATE JUNCTION
00 3%" HOLE TO MATCH
TOP PLATE
BOTTOM VIE
NOTES: CAGE TAIRING
1. RISER PIPE SHALL EXTEND TO "ELEV. A".
2. ELEVATIONS A, D1, D2, L1, L2 SHALL BE DETERMINED BY ENGINEER AND BE SHOWN ON PLANS,
3. CORRUGATED STEEL PIPE SHALL CONFORM TO AASHTO M-36.
4. GRATE ASSEMBLY SHALL BE GALVANIZED AFTER FABRICATION.
5. FOR D, = 54 INCHES AND LARGER, WELD 1Y2 INCH X 1Y2 INCH X Y4 INCH TO PLATE WITH 1 INCH
WELDS AT 6 INCHES ON -CENTER.
6. N =NUMBER OF BARS ON GRATE ASSEMBLY.
7, GAUGE OF PIPE FOR DIAMETER D2 SHALL BE SAME AS FOR RISER.
8. RISER AND STUB SHALL BE SHOP FABRICATED AND GALVANIZED AFTER WELDING.
9. A STAINLESS STEEL MARKER PER THE SPECIAL PROVISIONS WITH THE WORDS "NO DUMPING
DRAINS TO OCEAN" SHALL BE BOLTED ON TO GRATE.
COUNTY F ORANGE, OC PUBLIC WORKS DEPA Pi.
T L
Approved
County T91neer
Revision: August 2018 �J05
INLET TYPE V F SI�T2 2