HomeMy WebLinkAboutD-20040CALL JOINTS
USE NON -SI
STANDARD(
STEEL LAD[
STE
RE BOTTC
,WATERMC
)UAL
ISOMETRIC
SLIDE GATE CONSTRUCTION DETAIL
N.T.S.
PLAN
EL. 365.0
:Oc
^PQ
cli
o,.
d e..
GUIDE RAIL ANCHOR BOLTS
DRILL 3/4!'0 HOLE FOR 5/8 °x 16°
--
(36 CONC.)
GALV. ANCHOR BOLT WITH NUT
AND WASHER(S). SEAL WITH
o. .
CkN
NON- SHRINK EPDXY MATERIAL
APPROVED
SHEEP IZ OF IZ
(4 PLACES) SEE DETAIL SHT. 12
`a.
SLIDE GATE SHOULD BE
I.E. 358.0
SET 3" ABOVE INVERT OF
12 °0 HDPE
12° HDPE /
Fp9 ( EL 356.25
I.E.356.0 \\ - -- - -- — I.E.356.0
EXPANSION SLEEVE (TYP)
SEE DETAIL SHEET 9 END VIEW
' SLIDE GATE,SEE
DETAIL SHEET 12
EL. 354.0
:.T; :o: a.;e ;Q ^._,8..�''9�s: •Q� 9 ^ .'o'. a ;'c�a.'.<. •oa
ELEVATION
5411 DIAM. TYPE 2 CATCH BASIN DETAIL
NTS
0
GUIDE RAIL o
3/4° GALV. BOLT SLEEVE---'
LENGTH TO BE DETERMINED
IN FIELD
°0 HDPE
CATCH BASIN WALL
5/8 °x 16° GALV. ANCHOR
BOLT w /NUT AND WASHER
(4 PLACES)
DRILL 3/4 °0 HOLE THRU
WALL AND GUIDE RAILS
EXPANSION SLEEVE
SEE DETAIL SHEET 9
TYPICAL GUIDE RAIL ANCHOR DETAIL
N.T.S.
BAND WITH LUGS
a
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
RAN;e
o, o2 NORTH FORK SPRINGBROOK CREEK
REGIONAL BYPASS PIPELINE
12950
DRAINAGE DETAILS
� W
/ONAL 1
ECG\ DESIGNED TIJKSAUOOM DATE JUNE 1992 FILE N0, 047032
MODIFIED ENERGY DISSIPATOR /ADDED 12° H.D. P. E. k'/ MJM APPROVED: � DRAWN MERCIER FIELD BOOK 57 -113
A 1-18-BONS, BONS, P.E. CHECKED CHIN SCALE NONE PAGE N0,
CL -10 CONTROL SLIDE GATE RRY --
REVISION BY
RECOMMENDED: DOUG
CkN
KING COUNTY
APPROVED
SHEEP IZ OF IZ
2000-9302)