HomeMy WebLinkAboutR-403515j ( I
Lo
co
C)
I
C)
W
p \
r y 2 I
I / r-
24" Mom! INLET FROM POND
\� CLEARANCE
C
W
(N
r�
A�
s
REMOVABLE
WATERTIGHT
/ COUPLING
SAND COLLAR
OUTLET (TYP)
Q\� PLATE WITH
PLAN VIEW
2" ORIFICE
ELBOW/2ND ORIFICE DETAIL
DEBRIS CAGE
REMOVABLE
WATERTIGHT
COUPLING
PLATE WITH
21/8" ORIFICE
ELBOW/3RD ORIFICE DETAIL
2 x
BEAM
CEDAF
FENC:
3
x 6 POST
/CEDAR CAP
8' DIA BOLT
/NUT. 2-WASHERS
PALNUT
x 6 BEAM
TIFFENER
DETAIL 2
SCALE: 3/4" = 1'-0" —
6 x 6 x 11'-9" L
TREATED DOUGLAS
2 POST w/CEDAR CAP
(TYP 2 PLACES)
1 TOP OF POST
SECONDARY INLET
EL=432.50 17
LL"l
3" MA
(TYP
ELBOW/2ND ORIFICE
ENDS)
PER DETAIL THIS SHEET
_
EL=431.60
0
I
LIFT HANDLE
40
ELBOW/3RD ORIFICE
<<
PER DETAIL THIS SHEET
_
EL=430.35
o rn
SHEAR GATE. 8" MIN DIA
`1
'
FINISHED
SAND COLLAR (TYP)
GRADE
OUTLET
INLET
IE=425.50
IE=425.50
v::
6;
E
N
STEPS OR LADDER
v:
e
o
12o FLOW CONTROL
11
12 DIA
_1
STRUCTURE
CONCRETE
rn
G�I
,~
FOOTING a
e
RESTRICTOR PLATE
WITH 11/8" ORIFICE
EL=423.50
BTM EL=421.50
FLOW CONTROL SCREEN
F:
TYPE II 60" DIA
SECTION A
CATCH BASIN TYPE 2 WITH
FLOW CONTROL STRUCTURE DETAIL
NTS
ANCHOR STRIP
VIEW A -A
4 EACH-
1/4" x 2" x 5"
STRIPS. WELD TO
3/" DIA FRAME,
SPACE UNIFORMLY
AX
3/4' DIA FRAME
1/2' NON CORROSIVE
BOLTS AND NUTS
r---- MAXIMUM 3" SPACING
3/4' DIA
ENDS TO BE WELDED
TO 3/4' DIA FRAME
END VIEW
T M ♦^ 1 1 M♦^ I 11 r T ♦ T I
NOTE:
ALL PARTS SHALL BE ALUMINUM ONLY
(NO GALVANIZED STEEL)
3/4' DIA FRAME
1/4 " x 2" x 5"
STRIPS
8 7 6
$FIL( $
OVERFLOW
WATER SURFA(
EL=432.66
SAND COLLAR
IE=425.39
TYPE II 60"
EMERGENCY OVERFLOW
STRUCTURE TYPE 2 DETAIL
5
NTS
4
2 I 1
5/8' D I A x 8" GAL V MACHINE BOLT w/NUT &
ROUND WASHER (TO BE PLACED UNDER BOLT HEAD),
11/4' SQUARE WASHER (UNDER NUT) & PALNUT
(TYP 3 PLACES PER POST)
2 x 6 x 7' -1 1" LONG
6 x 6 POST TREATED DOUGLAS FIR.
w/CAP (NOT (FIT BETWEEN POSTS &
SHOWN) FASTEN TO BEAM WITH
A MIN OF 2- 10D GALV
NAILS EVERY 12 )
3 2 x 6 x 9'-2" LONG (TYP 3 PLACES)
TREATED DOUGLAS FIR
BEAM (TYP 3 PLACES)—
/
f
PLAN VIEW
NOT TO EXCEED 10'-0"
FOOTING
WOOD ISOLATION FENCE DETAIL
SCALE: AS SHOWN
3" TOP COURSE
C 0'00 0
STRUCTURAL FILL)
10,
1 �1
POND ACCESS DRIVEWAY DETAIL
NTS
�'- 1 x 6 x 7' -0" LG
CEDAR FENCING
(TYP 20 PLACES)
DETAIL 3
SCALE: 3/4" = 1 ' -0" _
tILL A 13/16" DIA HOLE THRU
)R A 5/8" DIA BOLT AND COUNTER
)RE 2" DIA FOR A l 3/4' OD WASHER
BE PLACED UNDER BOLT HEAD
-YP 6 PLACES)
')TING 12" DIA
'RETE FOOTING
rri �J PLACED NEXT TO
EXISTING FENCE POST,
REMOVE ENOUGH OF THE
EXISTING CONCRETE TO
ALLOW PROPER BONDING
OF NEW TO OLD CONCRETE
FOOTINGS.
9" BASE COURSE
R-403515
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING %,� FRFAE WATER UTILITY
jtjohnson 05/09/2017 a 05/09/2017 '
A
REVISION DESCRIPTION: WO NUMBER: 111022315 A
PERMIT SUBMITTAL DETENTION POND DETAILS
TALBOT
HILL SUBSTATION
DATE ( M/D/Y )
PUGET
ENERGDY
SUBSTATION
ENGINEERING
DEPARTMENT
DRAWING NO
7
_EET:
REV NO
CAD
ENGINEER
, %ids /
Se �
// / %7� / �6
SHEET-: F
2 2 OF 2
REVIEWED
/ /
SCALE: NOTED
CLASS: S I TE
FILE NO:
APPROVED
1, . sty Z
► i / t7 / rjo,
CADD NO: $$DGN$$
CODE: TAL
3
2
1