HomeMy WebLinkAbout205.00PLAN
SECTION A SECTION B
NOTES:
TOP
1/4
1/4 (TYP.)
SIDE END
10
1
1.THE TOP OF THE INLET SHALL BE PLACED AT GROUND LEVEL TO
PRESENT AN UNOBSTRUCTED DITCH OR MEDIAN SECTION.
2.BEVEL OR ROUND EXPOSED CONCRETE EDGES 1/2".
3.PIPES MAY ENTER THROUGH THE KNOCKOUTS AT ANY
REASONABLE ANGLE PROVIDED THE OUTSIDE OF THE PIPE CAN
BE CONTAINED WITHIN THE KNOCKOUT PROVIDED.
4.THE GRADE LINE OF THE LOWEST INLET PIPE SHALL ENTER THE
STRUCTURE AT AN ELEVATION EQUAL TO OR HIGHER THAN THE
GRADE LINE OF THE OUTLET PIPE.
5.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET
HAS BEEN PLACED. USE GROUT TYPE 2 FOR NON-SHRINK
APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION
9-20.3(2).
6.THE STEEL ANGLES SHALL BE SET SO THAT EACH BEARING BAR
OF THE GRATE SHALL HAVE FULL SEATING ON BOTH ENDS. THE
FINISHED TOP OF CONCRETE SHALL BE EVEN WITH THE GRATE
SURFACE.
7.THE AMOUNT, TYPE, AND GRADE OF REINFORCING STEEL IS THE
RESPONSIBILITY OF THE MANUFACTURER.
8.THE INSIDE WALL TAPER FOR FORM REMOVAL SHALL NOT
RESULT IN ANY WALL SECTION THINNER THAN 6" EXCEPT IN PIPE
KNOCKOUT AREAS.
9.PRECAST INLETS SHALL BE MARKED WITH THE
MANUFACTURER'S IDENTIFICATION ON THE INSIDE OF THE
STRUCTURE IN A READILY ACCESSIBLE LOCATION.
END (ANCHOR STUD OPTION)
1/4
SECTION ON DITCH LINE
DIKE INSTALLATION FOR PREFERRED SLOPE
SEE CONTRACT FOR
BACKSLOPE DETAILS
24"
MIN.
12" MIN.
TYPE 3 GRATE SHOWN
DITCH LINE
DITCH
84"
30"42"
GRATE SUPPORT (TYP.),
SEE DETAIL
~ 42"
6"
MIN.
2"
MIN.
KNOCKOUT
Ø34"
39"6" MIN.
48"
12"
4"
6" MIN.
3"
36"
18"
12"
4" x 3" x 1/2" x 35 1/4"
STEEL ANGLE
4"
4"
1 1/2"
GRATE SUPPORT DETAIL (FOUR SUPPORTS REQUIRED)
4" x 3" x 3/8" STEEL PLATE,
TACK WELD TO ANGLE
5 1/2" x 1" x 1/4"
STEEL ANGLE
ISOMETRIC (SHOWN
WITH TYPE 1 GRATE)
1/2" DIA. x 4" STEEL STUD,
PLACE ALONG SUPPORT AS
SHOWN FOR ANGLES
A
BDROP INLET TYPE 1
STD. PLAN - 205.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGregg Zimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT