HomeMy WebLinkAboutSWP2702004.12114004
ALL JOINTS
USE NON -SE
STANDARD(
STEEL LAD(
I.E. 359.0
.q'•
-
♦Q
.C' o
24" CONC.
PLAN
EL. 365.0
STEM
RE BOTTOM
, WATERMAN
)UAL
II GUIDE RAIL ANCHOR BOLTS
DRILL 3/4" 0 HOLE FOR 5/8"x 1611
( 36 CONC.) GALV ANCHOR BOLT WITH NUT
AND WASHERS). SEAL WITH
r NON -SHRINK EPDXY MATERIAL
.a • (4 PLACES) SEE DETAIL SHT 12
p� v.
Q \
G
I.E. 358.0 J
n� 1211 HDPE
° FLL ---
I.E.356.0
L_J
ci• 0 Q � , O'
"0.• '� p•.C,. .0.9 '0,•�,1: a p.9'Q O •�. .P..�.. �,.� Q-�q;.n 'O o
�.o .Q_9 <.v '." O 'c. `1 n.' C 4 0�: a c Q c. C' • 'Q.O. V,C•� c�
ELEVATION
---EXPANSION SLEEVE (TYP)
SEE DETAIL SHEET 9
SLIDE GATE,SEE
DETAIL SHEET 12
EL. 354.0
54" DIAM. TYPE 2 CATCH BASIN DETAIL
N.T S.
/- A-r/-1 1 n n C`INI \A/AI I
ISOMETRIC
SLIDE GATE CONSTRUCTION DETAIL
N.TS.
EL.356.25
END VIEW
LIDE GATE SHOULD BE
ET 311 ABOVE INVERT OF
0 HDPE
GUIDE RAIL
3/411 GALV. BOLT SLEEVE ---
LENGTH TO BE DETERMINED
IN FIELD
11 0 HDPE
EXPANSION SLEEVE
SEE DETAIL SHEET 9
r
CATCH BASIN WALL
g
5/811 x 16" GALV ANCHOR
BOLT w/NUT AND WASHER
(4 PLACES)
141441111
q p; DRILL 3/4110 HOLE THRU
WALL AND GUIDE RAILS
Q v
a
- i
TYPICAL GUIDE RAIL ANCHOR DETAIL
N.TS.
BAND WITH LUGS
6/92 MODIFIED ENERGY DISSIPATOR/ADDED 1211 H.D.PE. W/
CL-10 CONTROL. SLIDE GATE
DATE REVISION
c lr)
�✓.� R . G/e
�ye' �F WASy� C9
�Q �. 1295i
•� CISTEFE
ONAL
MJM APPROVED:
ARRY GIBBONS, P.E
RECOMMENDED:
BY DOUG CHIN
-�60Seo�
KING COUNTY
D4m2&�o4oc
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
NORTH FORK SPRINGBROOK CREEK
REGIONAL BYPASS PIPELINE
DRAINAGE DETAILS
DESIGNED TUKSAUDOM DATE JUNE 1992
DRAWN MERCIER
CHECKED CHIN SCALE NONE
APPROVED
��rrri7►�lnr�atrrs ��ror■ram^i�rr��
FILE NO. 047032
FIELD BOOK 87-113
PAGE NO.
SHEET I2 OF 112
401
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