HomeMy WebLinkAbout1126-25/161 Thick steel plate
1/4" R-�. /
1/162 Hole in steel plate
1/27 Dia, Nelson' Stud
Anchors (full weld)
U
N
Protection Bar, 3/4 Dia.
1/2" Dia. Sturrup (ful•1 weld)
Sjo e I" Dia. x 1'- 9" Support Balt
NOTES
1, The' -steel Protection Bar and steel Plate shall be installed
and embedded 4" at each end.
2, Support Bolts shall be uniformly spaced but not to exceed
7 on center.
3. Steel Plate
shall be Alhambra Foundry A--1572 or approved equal.
4.
Plto shall be Alhambra Foundry A-3911 or appr6ved equal.
5. Protection Bar shall .be Alhambra Foundry A-1565 used .with '
Alhambra Foundry A-1577 End Anchors or approved equal.
CURB OPENING DETAILS.
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PLAN
47
Rrecost concrete end
block to be ploced flush
with end of pipe
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SECTION D -D
PIPE -'CLOSURE*
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# 4 ways
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PrOtect iorl Bar See Cdlh
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p ( y any wal/)
steps per St��e '
Std O�-asyir?•g' 07�
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Const. Jt.
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ty
.'SECTION A -A
foo d� Curb
Outlet Pipe
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SECTION E -E
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1111al2ho% Frame le t'
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os �howrl' Q� Jo/ar>s
PLAN
TYP* E'B
DROP INLET DETAILS.
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SECTION C -C ,
NOTES
1. All joints shall be set in
class C mortar.
2. All precast components shall
be reinforced with V" diameter
steel wound spirally on 4"
centers..
3. Maintain 12" clear spacing
between reinforcing and
inferior- 5urfc�c�e
4. Concrete base shall be
564-C-3000.
5. Exposed edges shall be rounded
with a radius_ -of -2
6. ''Reinforced concrete flat tops
shall be installed when depth
of cover over cleanout top
does not exceed 3'.
LEGEND ON PLANS
PLAN
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