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Scale: 1 Inch = 40 Feet
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18TH TEE �
(UPPER)
SINGLE DUMP TRUCKS ONLY
ACROSS BRIDGE, NO TRAILERS
88.2
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ACCESS FOR CREEK MAINTENANCE
FROM WEST SIDE ONLY
77.7
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CARS PAIN
18TH TEE
(LOWER)
FLOW SPUTTER
12TH
GREEN
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MACHINERY ALLOWED ONLY
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ON TOP OF BANK.
j RESTORE ANY DAMAGE TO TOP
AFTER WORK IS COMPLETED
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84� 0
HIGH FLOW
CHANNEL (DRY)
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~R2 80�1 77.6
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FAIRWAY CROSSING 73
FLOW SPUTTER AND CHANNEL WORK DRAWING
CONSTRUCTION NOTES
1.
CONSTRUCTION SHALL NOT INTERFERE WITH GOLF COURSE PLAY AND PARKING
LOT
USE,
EXCEPT FOR CLEANING THE FLOW SPLITTER, AND AS NOTED OTHERWISE.
2.
TRUCK TRAFFIC SHALL STOP AND NOT CROSS BRIDGE WHEN GOLFERS ARE TEEING
OFF OF THE 18TH TEE.
3.
ONLY SMALL SOFT TIRED VEHICLES MAY BE USED ON THE GOLF COURSE WEST
OF
THE FLOW SPLITTER.
4.
CONTRACTOR SHALL NOT BLOCK CART PATHS AND SHALL YIELD THE RIGHT OF
WAY
TO GOLF CARTS AND GOLFERS.
5.
CONTRACTOR SHALL AVOID DAMAGING THE GOLF COURSE GROUNDS.
ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE, TO
THE
SATISFACTION OF THE CITY.
6.
WORK ON THE CHANNEL AND 10TH AND 11TH FAIRWAYS SHALL NOT INTERFERE
WITH
GOLF COURSE PLAY.
7.
CONTRACTOR SHALL IMMEDIATELY CLEAN ANY DIRT OR DEBRIS SPILLED IN THE
GOLF COURSE PARKING LOT AND DRIVING LANES.
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/5/14
BY
N0.
REVISION
1
EX. BYPASS INLET
AND VALVE
BYPASS CREEK INTO Ex.18" PIPE
(TEMPORARY)
HYDROSEED AND STRAW MULCH BARE
AREAS AROUND BASIN AFTER CLEANING
EX.18" BYPASS PIPE
ACCESS ROAD
FISHWAY INLET
FISH LADDER
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9 6.5 �__-----`-- vv �,
LIMITS FOR PARKING LOT USE \ LOATKING
BY CONTRACTOR \
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18TH TEE �
(UPPER)
TINGLE DUMP TRUCKS ONLY
CROSS BRIDGE, NO TRAILERS
SURVEYED:
DESIGNED:
DC DRAWN:
DC
CHECKED:
DC / RS
BY DATE APPR APPROVED:
RS
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PQ�
INSTALL TEMPORARY BYPASS DAM
FOR CREEK DIVERSION
-PROVIDE SECOND DAM, SUMP, AND
r PUMP TO COLLECT SECONDARY FLOW
REMOVE APPROX 1 to 3 FEET OF SEDIMENT
' FROM BETWEEN ROCK WEIRS
SEE BASE GRADE PLAN FOR APPROX
LOCATIONS
CAUTION PVC LINER
� APPROX LOCATION
_..
SEDIMENT BASIN
REMOVE APPROX 4 TO 5 FEET
OF ACCUMULATED SEDIMENT
SEE BASIN BASE GRADE PLAN
VALVE TO McCARTY POND
iJ OVERFLOW
SPILLWAY
MAPLEWG, D
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CLEAN SEDIMENT FROM STANDPIPE AND VALVE.
2014 POND AND CHANNEL MAINTENANCE
CITY WILL HELP IDENTIFY WORK AREAS,
LOCATIONS, AND EXTENT OF WORK.
131 ADD TWO LARGE ROUNDED BOULDERS TO
FLOW SPUTTER.
MACHINE MAY PLACE FROM TOP OF BANK,
ADJUST LOCATION IN CREEK BY HAND.
B2 REBUILD AND COMPACT BANK AT EROSION
LOCATION USING ONSITE SEDIMENTS,
(APPX 2—IN AND SMALLER)
B3 ADD BOULDERS TO PROTECT BANK AFTER
CLEANING IS COMPLETED.
ADJUST LOCATION, NUMBER AS DIRECTED.
B4 REBUILD —ADJUST ROCK WEIRS AS DIRECTED
BY CITY, ADD ROCKS AS DIRECTED.
/
SEDIMENT BASIN CLEANING DRAWING
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
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D=205702
AA CITY OF
ba
RENTON
Planning/Building/Public Works Dept.
2014 Cleaning
DATE:
MAPLEWOOD CREEK SEDIMENT BASIN 6/5/14
CLEANING & MAINTENANCE PROJECT FlELDBOOK:
PAGE:
DRAWING NO:
SEDIMENT BASIN AND FLOW SPUTTER 2
SHEET: OF:
x 6
IDI-12'101177
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