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NOTES
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REMARKS
24-2 6
1519+40Lt. to 1522 10Lt.
133
28
268
27
4-2 7
1522 + 2OLt.
1
1
8
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15 2 2 + 90 Rt.
1
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15 3 3Lt. 2 2
1524 + 9ORt.
1526 + 65Rt.--
11526 + 50Lt.--
1
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528 + 30Lt.
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1528 + 4 3 Rt .
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1533 + 85Lt.
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5 34 + 10 Lt. to 1534 +40Lt.
14
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1534 +15Rt. to '1534+2ORt
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1534 + 2ORt. to 1534+4OLt
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1534 + 19Rt. to 1534+ 61 Rt.
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M
IL
1.
2.
3,
4.
6.
7.
8.
9.
10.
11,
12.
13
14.
15.
16.
17.
GENERAL NOTES
METAI_ PIPE NOT ACCEPT -ABLE
METAL ALTERNATE TREATMENT 2 OR 5
METAL ALTERNATE TREATMENT 5- ONLY
USE SOLID METAL COVER AS PER WS.AD. STD.
SEE DRAINAGE DETAILS, SHEET
SEE ROADWAY SECTIONS, SHEET
SET TOP OF GRATE 112 INCH BELOW GUTTER
EXTF.ND EXISTING PIPE
PLUG EXISTING PIPE
REMOVE EXISTING PIPE
PLAN B-19
REMOVE EXISTING MANHOLE, CATCH BASIN, OR INLET
PLACE OUTLET PIPE ON SIDE OF CONCRETE INLET
USE BEVELED END SECTION
USE BEVELED END SECTION
USE UNIT "P" AS PER WS.FAD.
SEE SPECIAL PROVISIONS
BURIED TELEPHONE CONDUIT
INLET END
OUTLET END
STD. PLAN B-6
TO BE ADJUSTED BY OTHERS
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