HomeMy Public PortalAbout3824355 1/2"
46"
21"
3-1/2"
3 1/2"
-3/4" DIA. HOLES
A PLAN
5"r•
-#3 REBARS
46"
5-1 /2"
II' II 1,1t
y_4II
II 1 II
11 II
8"
4-#3 REBARS
NOTES:
9, 0"
L 8„
ELEVATION
4 1/2"
48"
pi
6"
3-#3 REBARS
•
5-1/4"
8"
13-1 /4"
36"
7„
SECTION A —A
NOTE 1
NOTE 2
1) SET TWO (2) STANDARD INLET STONES IN 3/4" MORTAR BED AND DOWEL WITH 5/8" DIA. 1'-0" LONG PINS
AND GROUT.
2) SET THE UNIT TO BASE WITH 3/4" MORTAR BED.
3) THIS UNIT TO BE USED WITH PRECAST BASE OR BRICK BASE HAVING 8 INCH THICK WALLS AND INSIDE
DIMENSIONS CONFORMING TO THE INSIDE DIMENSIONS OF THE UNIT AS INDICATED.
4) 5000 P.S.I. CONCRETE REQUIRED.
5) 1 INCH CLEARANCE, ALL REINFORCEMENT.
PRECAST CONCRETE
UNIT "B" FOR STREET
DOUBLE INLET
METROPOLITAN ST. LOUIS SEWER DISTRICT
Standard Details of Sewer Construction
Dr. RGW/SAM
Ch. J.C.K.
2009
SHEET 43