HomeMy WebLinkAbout340.2CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
ROCKWELL 482 END CAP
COUPLING.
WATER MAIN 2" GALVANIZED IRON PIPE
7
AS REQUIRED.
2" CLOSE NIPPLE
2" 90° ELBOW *2" GALVANIZED IRON PIPE, 12"
LONG.
PLAN
TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED
EQUAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 / PAGE B090)
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT. INSTALL 2" 90° ELBOW, SCREWED
2" PLUG, SCREWED
18"
2" GALVANIZED IRON PIPE 12" LONG -� 2" GALVANIZED IRON PIPE
T"2
AS REQUIRED.
RESILIENT GATE
VE, SCREWED INSTALL 2" 90° ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
Y � STD. PLAN — 340.2
+ et + PUBLIC WORKS 2" BLOW -OFF
�NTo DEPARTMENT TEMPORARY ASSEMBLY
MARCH 2010