HomeMy WebLinkAboutR-403513R
LO
co
C)
C)
0
W
C _111110
A
rr
w
V)
W
f-
0
SOLID COVER
118' THK DIAMOND PLATE,
POWDER COAT SAFETY
YELLOW AFTER FABRICATION
(ALL SURFACES)
a
rn
t�
HANDLE:
1'2' D I A BENT BAR
WITH 11/2" RAD
TYP
31
76
50"
31/2" FROM EDGE OF COVER
`Y TO INSIDE FACE (TYP)
M
I -I ----- -rM
MATERIAL:,A36 STEEL
I
6 �2„ L 3 " x 3 "x3/16'x0' -1 ItTYP
TYP) (TYP 4 PLACES) 3,16
COVER DETAIL
(BOTTOM VIEW)
1"DIA PVC VENT PIPE.
ELEVATION = 1" (MIN)
SECTION
ABOVE TOP OF SPCC CURB
INSTALL A 3/8" SS
(NOT SUPPLIED WITH
EXPANSION ANCHOR
NTS
OIL STOP VALVE)
FOR HANGING THE
FLOAT CABLE HANDLE
SPCC CURB/FTG
SEE FOUNDATION
p�nc
3"MINIMUM
�n
co
PLAN FOR DETAIL
(REF ONLY)
YARD COURSE
CLEARANCE
4°�
i
ADD UNIT-K
INSIDE SPCC AREA
a°
�n
INRISERS
AS
REQUIRED
YARD COURSE---,, Dpo
L� i
�
�OoDO�OoDO �� YARD COURSE
Qo� o
° °
O
BASE COURSE
>� •
Oap BENTONITE
a
a °
opaQ0�0
Q�Q v
O MAT
D Do (3°a
o—
— —
aQQ Q
BENTONITE
-----
—1
MAT
—
_ WATER
A
I
/ r. (
LEVEL
J
GQ
•.j a
v
.SAND
r d
°
G
6"SCH 80
PVC OUTLET P IPE(S)
` ° d
°a
1
N
,,° GRATE INLET TYPE 2
FLEXIBLE
CONNECTOR w/CLAMPS
�; tl
d (WA STATE STNDARD
PLAN B-35.40-00)
NOTE:
GROUT ALL
PICKUP HOLES FULL
�4av
AFL/CLARK OIL STOP
. a
,�°. VALVE OSV-6
°
.•r PSE MID 9996016
•S'.TAINtESS STEEL ANCHOR
FOR
HOLD DOWN STRAP
GRATE
INLET
TYPE
2 WITH
6
OIL
STOP
VALVE
DETAIL 1
NOTE:
VERIFY THAT VALVE SEAT IS CLEAN AND CLOSES PROPERLY
THEN CHARGE GRATE INLET WITH WATER TO LEVEL SHOWN
(APPROXIMATLY 200 GALLONS OF WATER WILL BE REQUIRED)
MAKE SURE THAT VALVE IS IN OPEN (FLOATING) POSITION.
RISERS AND CATCH BASINS SHALL HAVE
FRAME AND GRATE CAST INTO RISER
CAST -IN INVERTED
FRAME AND GRATE
4" YARD 2' -00.
COURSE TAPER
(TYP)
oo°moo°moo a
Q7> p o
�Q� Q A r 6 MIN
9 " COMPACTED DEPTH
BASE COURSE PER PSE
SPEC 1275.13100
INLET PIPEr-- - - ---i
CATCH BASIN, TYPE
(PER COB DETAIL D-2)
NOTES:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING +
jtjohnson 05/09/2017
SURFACE WATER UTILITY
rstraka 05/09/2017
SLOPE TOP OF BASE COURSE
FROM 10' AWAY OR FROM EDGE
OF FOUNDATIONS, ETC
OUTLET PIPE
1. LOCKING GRATE IS REQUIRED WHEN
OUTSIDE OF SUBSTATION FENCE
TYPICAL CATCH BASIN. TYPE 1
DETAIL 2
1
GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
(SEE NOTE)
FOUNDATION
LEVEL
LATAI T0r7AI(1LI ti/TnTLI
HDPE/PVC PIPE
TYPICAL
PIPE
BEDDING
OUTSIDE OF
SPCC
AREA
DETAIL
(WSDOT STANDARD PLAN B-11)
NOTE:
SEE WSDOT STANDARD SPECIFICATIONS SECTION
9-03.12(3) FOR GRAVEL BACKFILL FOR PIPE ZONE
BEDDING.
FOGTITE No-2 METER
BOX & STEEL TRAFFIC
LID w/INSP PLATE
�Q Q
a�
Q O
FINISHED
GRADE
�00��
M & H VALVE CO, A.W.W.A. RESILIENT
SEATED GATE VALVE w/MECH JOINT ENDS
GATE VALVE ASSY DETAIL
PERFORATED SCH 80 PVC PIPE
W/2 ROWS OF 5,8' DIA HOLES
DRILLED 8" OC AT 1200 AND
STAGGERED
Z
oo woo
o Qoapa o0
�oOooaQO _ _,{i
°
w
0�
�D� O
��
p o
aDo
��
- a�
'nao> a
a p�o6,Qo >
oaa�
v
N �- o
oaa r SLOPE <d
a BENTONITE
} .
ORq I
o
a L1
N 120'
^MAT
A
Z
v
J w
rn
°
N
3
SUBBASE
n
c�
1 0' ± (OR TO FDN
1 0' ± (OR TO FDN
OR SPCC CURB) OR SPCC CURB)
8 7 6 5 4
$FILE$
CATCH BASIN FRAME AND VANED GRATE
OR MANHOLE RING AND COVER
HANDHOLD
co z v RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
ifl �
Dy
d® D
FLAT SLAB TOP
D
b �
R d
o
48", 54", 60", 72", OR 96" D
D
D D MORTAR (TYP.)
° 4
STEPS OR 1
LADDER
I 1
I I
I 1
1 iv 1
1 � I
I 1
I �
4 Z
c 1" MIN.
MORTAR _ v REINFORCING STEEL
FILLET -1 N 2.5" MAX. iv
12"
7T1.i
a ° v
a
SEPARATE BASE INTEGRAL BASE
CAST IN PLACE PRECAST WITH RISER
"O" RING
GRAVEL BACKFILL FOR e 12"
PIPE ZONE BEDDING f
D L7 D C b d
:16��
SEPARATE BASE
PRECAST
4" STATION
YARD COURSE
COMPACTED
BASE COURSE
COMPACTED
SUBBASE
NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to
facilitate cleaning.
3. Frame and grate may be installed with flange down or
cast into adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to
2.5" maximum. Provide a 1.5" minimum gap between
the knockout wall and the outside of the pipe. After the
pipe is installed, fill the gap with joint mortar in accordance
with Std. Spec. 9-04.3.
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
BASE REINFORCING STEEL
in2/ft IN EACH DIRECTION
INTEGRAL
SEPARATE
48"
4"
6"
36"
8"
0.15
0.23
54"
4.5"
8"
42"
8"
0.19
0.19
60"
5"
8"
48"
8"
0.25
0.25
72"
6"
8"
60"
12"
0.24
0.35
96"
8"
12"
84"
12"
0.29
0.39
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
CONCRETE
ALL
METAL
CPSSPO
SOLID
WALL
PVC O
PROFILE
WALL
PVC (a)
48'
24"
30"
24'
27"
30"
54"
30"
36"
30"
27"
36"
60"
36"
42"
36"
36"
42"
72"
42"
54"
42"
36"
48"
96"
60"
72"
60"
36"
48"
Q CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9-05.20)
02 (Std. Spec. 9-05.12(1))
(1) (Std. Spec. 9-05.12(2))
CATCH BASIN TYPE 2
TYPICAL CATCH BASIN. TYPE II
DETAIL r6NN
1
SPCC CURB/FTG
SEE FOUNDATION PLAN
FOR DETAIL (REF ONLY)
>
7 W U
Cn U Q
r �c�nUJ
o CC
a rBENTONITE
c\J MAT 2
N in col
r
t
J c V > v Q v D
° a
2" OF WELL
GRADED SAND PER
PUGET SOUND ENERGY
STD SPEC 1275.1370
1'-6"
JER#,4
WASb
r
49527OIST
4 nNAL I�G��
cf [►5 f.�
3
TYPICAL AREA INSIDE SPCC CURB
TYP CONC FOUNDATION
INSIDE SPCC CURB AREA
(SEE FOUNDATION PLAN)
c
ZI G ,
z
--`-COMPACTED
BASE COURSE
THE BENTONITE MAT AND
UNDERLAYING SAND BLANKET
SHALL BE SLOPED UP TO MEET
CONCRETE CURB AND FOUNDATIONS.
WRAP BENTONITE MAT UP CONCRETE
CURB OR FOUNDATION 4" MIN. TYPICAL
ON ALL SIDES AS SHOWN. BENTONITE
MAT SHALL BE A GEOSYNTHETIC
CLAY LINER AND CONSIST OF
BENTOMAT DN BY CETCO LINING
TECHNOLOGIES, OR EQUAL.
R-403513
REVISION DESCRIPTION: WO NUMBER: 111022315 DRAINAGE DETAILS
PERMIT SUBMITTAL
CAD
ENGINEER
REVIEWED
APPROVED J, 14 A(12
230KV SWITCHYARD
TALBOT HILL SUBSTATION
DATE (M/D/Y) PUGET SUBSTATION DRAWING NO REV NO
SOUND ENGINEERING D— 1 8736 0
ENERGY DEPARTMENT
SHEET: 2 OF 2
SCALE: NONE CLASS: S I TE FILE NO:
7 / t. CADD N0: $$DGN$$ CODE: TAL
2 1
f- E
: