HomeMy WebLinkAboutD-20040A9 - ___ •:�(^ \ \\ TRASH RACK
CENTER ! INE' - �' i' � r'� -v' , \ �4 CONC. CU V' SEE DETAILS THIS SHEET
-- -\ -'\ i'- S 89*-- 17 /47 E ( 10.50 C
SURVEY CENTER LINE'"'
3:1 n = S 76
\\\
- -- -
A.P. STA. 21+29. 8-2-- /- O E
- -- - -- _�i'_
360
,_ y,,; //��l_- Q - - - - --
P�.'r� " =-� HAND PLACED ROCK
-//- PAD ENTRANCE
'
14D \ ��
14 ' \ EXISTING RIPRAP TO BE
�- - WIDE BERM STOCKPILED AND REUSED
INSTALL C.B. TYPE 2,48 W/ SOLID - LOCKING LID
A.P. STA. 22 +57.68 \ / AND CONNECT TO C.B. W/ 24 "CMP.
(LOCATION & I.E. AS DIRECTED BY ENGINEER)
/ EXISTING 24 CMP. OVERFLOW PIPE
FROM S. 200TH. ST. R/D POND
(APPROXIMATE LOCATION)
BERM & STRUCTURES CONSTRUCTION CONTROLS
CL
W - --
N.000RDINATE
SEC. 5, T 22 N., R 5 E., W. M.
A.P. STA.21 +29.82 JP,E1
1660752.88
158613.70
HUB EL. 340.35
A.P. STA. 22 +57.68 �S atE�
tE�
1660880.73
158612.13
HUB EL. 362.27
\Na
A.P. STA. 24 +611.93
1661083.06
158584.22
EQUATION - - - - - --
10+00
CITY OF RENTON
_
36G
STA. 9 +00C" IcoNSjR0N�
16607882.58
SPOT WELD
AT INTERSEC
BER
STA. II +00 C' SENSE
1660979.62
158600.31
O 82 - p8- 41 "
IV - --'
cl,_
120 LA HOPE
\ \� ��\`\
\
\\ \ GABION DIKE
to
/
"
�- 10 00
6 COlyC %`
(4) 3.5'#6 REBAR:
PLACE)
+50 (,ice 2 4 F{:D.P.E.
- -,•
\ (CAST -IN-
9 - ___ •:�(^ \ \\ TRASH RACK
CENTER ! INE' - �' i' � r'� -v' , \ �4 CONC. CU V' SEE DETAILS THIS SHEET
-- -\ -'\ i'- S 89*-- 17 /47 E ( 10.50 C
SURVEY CENTER LINE'"'
3:1 n = S 76
\\\
- -- -
A.P. STA. 21+29. 8-2-- /- O E
- -- - -- _�i'_
360
,_ y,,; //��l_- Q - - - - --
P�.'r� " =-� HAND PLACED ROCK
-//- PAD ENTRANCE
'
14D \ ��
14 ' \ EXISTING RIPRAP TO BE
�- - WIDE BERM STOCKPILED AND REUSED
INSTALL C.B. TYPE 2,48 W/ SOLID - LOCKING LID
A.P. STA. 22 +57.68 \ / AND CONNECT TO C.B. W/ 24 "CMP.
(LOCATION & I.E. AS DIRECTED BY ENGINEER)
/ EXISTING 24 CMP. OVERFLOW PIPE
FROM S. 200TH. ST. R/D POND
(APPROXIMATE LOCATION)
BERM & STRUCTURES CONSTRUCTION CONTROLS
ITEM
E.000RDINATE
N.000RDINATE
REMARKS
A.P. STA.21 +29.82 JP,E1
1660752.88
158613.70
HUB EL. 340.35
A.P. STA. 22 +57.68 �S atE�
tE�
1660880.73
158612.13
HUB EL. 362.27
\Na
A.P. STA. 24 +611.93
1661083.06
158584.22
HUB EL. 373.54
10+00
CITY OF RENTON
_
FINISH GR.368.0
STA. 9 +00C" IcoNSjR0N�
16607882.58
158614,03
G1,q
�f Agq�y
Q
STA. II +00 C' SENSE
1660979.62
158600.31
ti`"
02
370
BERM 81 INLET STRUCTURES PLAN SCALE: I "= 10
0.67 DEPTH, COMPACTED GRAVEL BASE CL.
PLAN
11.00 �., REBAR SAFETY SCREEN
A.P. STA. 24 +61.93
370
C 24 H.D.P.E -SDR 26
STA. 10 +48 �V „ IE. 349.67
370 36
EL. = 365.0 - -
- -`
------ - SCALE I = 10
36u'
GABION QUANTITIES
EL.= 359.0 1 4- A UNITS 6.3'K 3
SECTION S- S. GASION DIKE 10- F UNITS 12'+3x3'
6 RIPRAP OVER CONSTRUCTION FABRIC
�I C.B. OVERFLOW EL.= 365.0
STA. 10 +48 C
GABION DIKE 6 WIDE x 36 LONG _370
BERM ELEVATION , 368.0 - TOP EL.- 365.0 -
BERM - COMPACTE •• 40 -24 CONC.
360
\ / 20-36 CONC. ---------
3j IMPERVIOUS SOIL tE..359.0------ -" - - -"
HAND PLACED RIPRAP / 357 BOTTOM "
- - IE, 358.0 BOTTOM EL. 359.0 STA. 10+ 60 G"
9'0 _ - - _ -D
TRASH RACK
OQ�PCED �ONgR \C __-- - -- - -- 24 CONC. V,// CULV. IE. TO MATCH CHANNEL
„ NPN �SZR FP _ CONNECT TO 48 "C.B.
350 6 :� C.B. TYPE 2 . 54
%l W/ DEBRIS CAGE ( STA. 10 +20 C )
& SLIDE GATE, SEE DETAIL SHT IZ
24 HDPE.-
SDR26 - -W/ 90 FABRICATED 4'•4'.x_4_C2CREJE cJEE DE7AIL� IO DEEP CUT -OFF KEY WALL -5F SECTION R-R
_ELL. AND MOD
2 F
C.B LANGE PERCOLATION COLLARS
I.E. 342.0 ADAPTER @ CATCH BASIN TYPE 2, 72
(STA. 10+00 'C ")
9 +00 C 9 +50 C" I0 +00 C" 10 +50 C
SPECIAL EXCAVATION FOR
BERM INCLUDING 9AUL= 225CY.
SPECIAL IMPERVIOUS BORROW
INCLUDING HAUL= 000C.11.
PROFILE
15Eculze TO PIPE
SOLID LOCKING LID
REBAR SAFETY SCREEN I
SEE DETAIL AT LEFT 36 CONC. CULV.
IE. 357.0
m
0
��•� -- EL.= 356.0
MOLDED FLANGE ADAPTER
_ FOR 24�H.D.P.E.- SDR 26
° FABRICATED 90' ELL.
q. FOR 24 "H.D.P.E- SDR26
p
D A
CL.B CONCRETE
° (CAST IN PLACE)
C.B. TYPE 2, 72�
-.T'L PER K.C. STANDARD
EL. 347.0
CONTROL STRUCTURE DETAILS
STA. 10 +00 C C.B. TYPE 2 , 72
3;SMOOTH BAR 32 DIA. RING
4
FORM TO FIT OUTSIDE 24 CONC.
3 RINGS @
g SAR @ 3 C/C
MODIFIED ENERGY DI SS IPATOR /ADDED 12" H.D.PE W/ MJM APPROVED: DRAWN TUKSAUDOM FIELD BOOK 87-113
ARRY GIBBONS, P.E. CHECKED CHIN SCALE AS SHOWN
CL -10 CONTROL SLIDE GATE _ PAGE N0.
RECOMMENDED: APPROVED
REVISION BY DOUG CHIN KING COUNTY niacrrna nc wnrnrc SHEET OF 12
LONG -3/8 BAR
ALL STEEL PARTS TO BE WELDED 8, GALVANIZED
360
26
SPECIAL TRASH RACK FOR
24 CONC. CULV. @ STA. 10 +60 C
sT� -
D_2
- -
CITY OF RENTON
_
DEPARTMENT OF PUBLIC WORKS
340
G1,q
�f Agq�y
Q
NORTH FORK SPRINGBROOK CREEK
ti`"
02
REGIONAL BYPASS PIPELINE
1[+00 AC" P ��
FDRAINAGE DETAILS
12950
OF FC /STOOV C�
NAL ENS\
DESIGNED TUKSAUDOM
GATE JUNE 1992
FILE N0. 047032
MODIFIED ENERGY DI SS IPATOR /ADDED 12" H.D.PE W/ MJM APPROVED: DRAWN TUKSAUDOM FIELD BOOK 87-113
ARRY GIBBONS, P.E. CHECKED CHIN SCALE AS SHOWN
CL -10 CONTROL SLIDE GATE _ PAGE N0.
RECOMMENDED: APPROVED
REVISION BY DOUG CHIN KING COUNTY niacrrna nc wnrnrc SHEET OF 12