HomeMy WebLinkAboutSWP2703375.18TOP SECTION VIEW
U
DEAD END ANCHOR SCHEDULE
# OF
LINE SIZE
"A"
"B..
"C'
»D„
3/4»
RODS
6»
2'-0"
1'-0"
1'-6"
1'-0"
2
8"
2*-0"
1'-6"
1'-6"
1'-6"
2
10"
2'-6"
1'-6"
1'-6"
1'-6"
2
_ 12"
2'-6"
2'-0"
1'-6"
1'-6"
4
16"
3'-0"
2'-6"
2'-0"
1'-6"
4
NOTES
1. CONCRETE SHALL 3000 P.S.I_
2. REINFORCED BARS SHALL BE DEFORMED BARS AND TIED TOGETHER,
3. PLACE THRUST COLLAR ON ONE FULL JOINT OF PIPE
4. FORMWORK AT FACE OF ANCHOR WALLS MUST BE REMOVED.
BACKFILL AT COMPACTED ''0 95% MAX DRY DENSITY BASED
ASTM 01557 PRIOR TO REINSTATING SERVICE OF THE WATER MAIN,
3/4» CORTEN CONTINUOUS -1
THREAD RODS INSTALLED
SYMMETRICALLY AROUND PIPE
TO MATCH BOLT HOLES
(SEE TABLE BELOW)
SEE TRENCH DETAIL-
A- MAX. AT COLLAR
.B.
MIN.
..............:^...
............
......
I
THRUST COLLAR & BLOCKING WITH MEGALUG RETAINER GLAND
J� WITH
REBAR AT 8" ON CENTER
1MTH 180' STANDARD HOOKS
Q BOTH ENDS
MEGALUG SERIES 1100
MECHANICAL JOINT
RESTRAINER GLAND FOR O.LP.
ELEVATION VIEW
NOT TO SCALE
,t .
EXISTING OR PROPOSED
WATER MAIN
WITH WEDGE ACTION RETAINER GLAND
SEE DETAIL
2 EACH (MIN) —V
3/4" ALL THREAD CORTEN
SHACKLE RODS
NOTTO SCALE
EXISTING/PROPOSED FINISHED GRADE
3' MIN. (10" PIPE & SMALLER)
EXISTING/PROPOSED 4' MIN. (12" PIPE & LARGER)
STORM DRAIN OR
SANITARY SEWER 5' MIN
_I
45' BENDS (MJxMJ)
WITH MEGALUG SERIES 1100
MECHANICAL JOINT
WEDGE ACTION RETAINER GLAND (TYP)