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CUT NEAT HOLE
(TYP.) MANHOLE WALL
III�1 .„ •
I'a '
• 90 DEGREE ELBOW
J4 �
PRESSURE MAIN
•, SECURE ASSEMBLY TO MANHOLE WALL
AND BENCH (FOR EXISTING MANHOLE)
WITH MIN. 1-1/2", 16 GA SSTL STRAPS
VERTICAL DROP AT EACH JOINT SECTION, USING 1/4" x
4" SSTL EXPANSION ANCHORS.
IN NEW MANHOLE, SECURE ASSEMBLY TO
BENCH WITH MIN. 1-1/2", 16 GA SSTL
90 DEGREE ELLS STRAPS AT EACH JOINT SECTION, USING
1/4" x 4" SSTL EXPANSION ANCHORS
OR BY INSTALLING STRAPS INTO
CONCRETE WHEN FORMING BENCH.
NOTES:
EXTEND ASSEMBLY DISCHARGE PIPE TO
OUTLET OF MANHOLE. INSTALL SO THAT
THE SPRINGLINE OF THE PRESSURE MAIN
OUTLET IS NO LOWER THAN THE
SPRINGLINE OF THE MANHOLE OUTLET.
1. ALL PIPES AND JOINTS SHALL BE
CONSTRUCTED OF MATERIALS
APPROVED FOR FORCE MAIN
CONSTRUCTION. ALL JOINTS, PIPES
AND ANCHORS SHALL BE DESIGNED
FOR THE PRESSURES AND FORCES
GENERATED BY THE FORCE MAIN
FLOW.
FORCE MAN TO MANHOLE
SCALE: N/A
C
RAIN CAP
EXISTING BUI
COUPLING FOR DISSIMILAR
PIPE MATERIAL, JCM201-6
OR APPROVED EQUAL
NOTES:
1. CONTRACTOR TO VERIFY BUILDING HEIGHT.
J PIPES ON ITS FACE.
\VOID GUTTER AND
JT OF BUILDING.
SHALL BE LOCATED
T 10' INTERVALS ON
4" STEEL 14" PVC
L VENT
9VE
ND
ING
4" PVC D3034 VENT PIPE
FROM WET WELL
VENT STACK DETAIL
SCALE: NTS C513C-1 B
DRAINAGE GRATE 5"
GRATE FRAME MAX. TRIM ADAPTER SKIRT
CB DRAINAGE GRATE
SEDIMENT
OVERFLOW BYPASS
(RECTANGLE GRATE SHOWN)
AND DEBRIS BELOW INLET
GRATE RETRIEVAL STRAP
DEVICE c SYSTEM (TYP.)
FILTERED WATER
NON —WOVEN GEOTEXTILE
FABRIC PER WSDOT STD SPEC
CB INSERT, 9-33.2(1), TABLE 5, CLASS C,
SEE NOTE 1 OVERFLOW (TO MEETING ASTM D4491
BYPASS PEAK FLOWS)
° a
SEDIMENT BELOW INLET
ACCUMULATION GRATE DEVICE
SECTION
CB INLET PROTECTION NOTES:
1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT.
2. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE
ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY
AND PLACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE
THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET.
3. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM
EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE
CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT,
LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL
OIL ABSORBENTS, REPLACE ABSORBENT WHEN NEAR SATURATION.
4. PROVIDE INLET PROTECTION ON ALL EXISTING AND PROPOSED CATCH BASINS THAT WILL RECEIVE RUNOFF
FROM THE SITE.
5. REMOVE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE
BOEING CONSTRUCTION MANAGER.
CATCH BAS I N
INLET PROTECTION
SCALE: N /A
C2-6C
2" x 2" x 24" UNTREATED
WOODEN STAKE
COMPOST SOCK —
SEE NOTE 1
z
ih
EROSION CONTROL BLANKET —
SEE NOTE 4
z
COMPOST SOCK DETAIL
NOTES
1. Compost Sock shall be in accordance with Standard Specification
9-14.5(6).
2. Securely knot each end of Compost Sock. Overlap adjacent Compost
Sock ends 12" behind one another and securley tie together.
3. Compost to be dispersed on site as determined by the Engineer,
when vegetation covers the surface.
4 If Erosion Control Blanket is specified, place Compost Sock on top
of blanket. See Standard Plan 1-60.10.
5 Install Compost Sock perpendicular to flow along contours.
6 Remove sediment from the up slope side of the Compost Sock
when accumulation has reached 1/2 of the effective height of the
Compost Sock.
Perform maintenance in accordance with Standard Specification
7 8-01.3(15).
8. Refer to Standard Specification 8-01.3(16) for removal.
8" DIAMETER
COMPOST SOCK SPACING TABLE
SLOPE
MAXIMUM
SPACING
1H:1V
10'-0"
2H:1V
20'-0"
3H : 1 V
30' -
0"
4H : 1 V
40' -
0"
COMPOST SOCK
SCALE: N/A
D ETAI L
C2-6C
S-396539
PERMIT SET
July 15, 2019
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
ACCEPTABILITY zMS 07.15.19
REPLACE 04-042 SEWAGE LIFT STATION W19111354 ABAM 07.15.19� �sE��r THIS DESIGN AND/OR CHECKED PUMP STATION DETAILS W19111354 — 07.15.19
4 �c•° SPECIFICATION IS APPROVED DRS 07.15.19 SHEET
ENGINEER TITLE
� APPROVED BY DEPT. DATE ZMS 07.15.19 REPLACE 04-042 SEWAGE LIFT STATION C513C-1 C C10
CHECKED
APPROVED BUILDING 04-042 JOB NO. COMP NO.
��r15TER�4 tia� W1911 1354
� OVAL. , APPROVED DWG NO.
CIVIL MASTER RENTON, WA RTN—YD—051 3C-1 C
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