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NOTE D
AVEL REPLACEMENT AREA
PICAL)
kCE APPROX. 1 TO 2 CY OF
.AN GRAVEL
SECTION VIEW
Ligon as
GRA\
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SEE;
EX. LOG DROP (TYPICAL)
(EL REPLACEMENT AREA
CAL)
E APPROX. 1 TO 2 CY
_EAN GRAVEL
SECTION VIEW
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EX. SHRUBS AND CUTTINGS
PLANTED BY CITY
EX. TREES AND
SHRUBS
POOL 18" - 24" DEEP
1 WDFW INCREASED HIGH FLOW GRAVEL SIZE 5/22/08
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/1 -6/08
BY
ORIGINAL PLANS STAMPED BY.
RONALD J. STRAKA ON:6 /16/06
PE #29727 EXPIRES: 10/16/09 NO.
CONSTRUCT TEMP SANDBAG AND PLASTIC BERM
TO DIVERT FLOW AWAY FROM CLEANING AREA /
FILTER FABRIC /
AT ENTRANCE
IF NEEDED
i
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i
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WEST ACCESS ROAD
APPX EL 115.17
� ALLOWABLE ACCESS TO SPL Ef
FOR SEDIMENT REMOVAL
RESTORE BANK AFTER CLEANING
LI ACCESS TO SPLITTER
�1 ON THIS
RESTORE BAN" F.
CLEANING.
— REMOVE ACCUMULATE SEDIMENT
APPROX 2 TO 3 FE DEEP
D�20571.7
_11ETAIL 3 - FLOW SPUTTER CLEANING (NT
30 MIL PVC
BASIN LINER
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DO NOT FILL POOL
WITH GRAVEL
EX. LOG DROPS
WITH FLOW NOTCH
LENGTH VARIES WATER DEPTH VARIES
3' TO 6' TYPICAL 4" TO 6" (TYPICAL)
FLOW
OHWL
WATER DEPTH VARIES
o
2" TO 6" (TYPICAL)
/� —
--� ---- — — — — — —
IL_
EAST BANK
WEST BANK _�
OHWL
I0
ORIGINAL GRAVEL LAYER
12'" THICK
` r i� ORIGINAL GRAVEL LAYER
EX. LARGE
5
APPROX. 12" THICK
RIP-RAP
ERODED GRAVEL LEVEL
LONG
(APPROX.)
GRAVEL REPLACEMENT
WIDTH VARIES ERODED GRAVEL LEVEL
GRAVEL REPLACEMENT
6" THICK (APPROX.)
5' TO 8' TYPICAL (APPROX.)
6' (APPROX)
1 TO 2 CY OF CLEAN GRAVEL
1 TO 2 CY OF CLEAN GRAVEL
GRAVEL REPLACEMENT SPEC.
GRAVEL PLACEMENT
GRAVEL REPLACEMENT SPEC.
GRAVEL PLACEMENT
IN LOW FLOW AREA
1. ONLY SMALL SOFT TIRED VEHICLES SHALL
IN HIGH FLOW AREA FROM SEDIMENT 1. GRAVEL SHALL BE PLACED ABOVE THE
BELOW FLOW SPLITTER *
DELIVER GRAVEL ON GOLF COURSE
BASIN TO FLOW SPLITTER
WATERLINE ON THE WEST BANK OF THE
SIZE Percent Finer by Weight
(SUCH AS BOBCATS, GOLF CARTS, WHEEL BARROWS)
SIZE Percent Finer by Weight
CREEK BY MACHINE.
4" 100-75%
2. GRAVEL SHALL BE PLACED AT TOP OF WEST BANK ONLY.
12" - 9" 100-70%
2. GRAVEL SHALL BE SPREAD BY HAND
2" 75-30%
3. GRAVEL SHALL BE CARRIED DOWN BANK IN BUCKETS
9#1-611 70-40%
SHOVEL OVER THE WIDTH OF THE CREEK.
1" 30- 0%
AND SPREAD BY HAND SHOVEL OVER THE WIDTH
6" - 3" 40-20%
3. THE CITY MAY REVIEW AND ADJUST
1/4" 0%
OF THE CREEK.
<1" 20%
GRAVEL PLACEMENT AS NEEDED FOR
4. THE CITY MAY REVIEW AND ADJUST GRAVEL
#200 5-0%
EACH LOCATION.
PLACEMENT AS NEEDED FOR EACH LOCATION.
DETAIL 1
DETAIL 2
TYPICAL
SECTION
A-A NITS
TYPICAL
SECTION
B-B NTS
1 WDFW INCREASED HIGH FLOW GRAVEL SIZE 5/22/08
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/1 -6/08
BY
ORIGINAL PLANS STAMPED BY.
RONALD J. STRAKA ON:6 /16/06
PE #29727 EXPIRES: 10/16/09 NO.
CONSTRUCT TEMP SANDBAG AND PLASTIC BERM
TO DIVERT FLOW AWAY FROM CLEANING AREA /
FILTER FABRIC /
AT ENTRANCE
IF NEEDED
i
i
i
i
i
i
WEST ACCESS ROAD
APPX EL 115.17
� ALLOWABLE ACCESS TO SPL Ef
FOR SEDIMENT REMOVAL
RESTORE BANK AFTER CLEANING
LI ACCESS TO SPLITTER
�1 ON THIS
RESTORE BAN" F.
CLEANING.
— REMOVE ACCUMULATE SEDIMENT
APPROX 2 TO 3 FE DEEP
D�20571.7
_11ETAIL 3 - FLOW SPUTTER CLEANING (NT
30 MIL PVC
BASIN LINER
M..
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