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HomeMy WebLinkAboutSWP2702057.2Ln 0 CV CL W N O O m 0 I N 0 U 0 0 0 N 0 0 O 3 0 a 0 0 N I n N IS W Q V z 0 of w W 9 .2 0 40 Scale: 1 Inch = 40 Feet V x 0, R2 FAIRWAY CROSSING 18TH TEE (LOWER) FLOW SPLITTER ACCESS FOR CREEK MAINTENANCE I FROM WEST SIDE ONLY i �\ n GRAVEL PLACEMENT SEE DETAIL 2 \ � Z GRAVEL PLACEMENT SEE DETAIL 2 c � Aa� 18TH TEE (UPPER) SINGLE DUMP TRUCKS ONLY ACROSS BRIDGE, NO TRAILERS RT P ATN � cA �I GRAVEL PLACEMENT SEE DETAIL 2 71.7 - X -' / °O �Z 1 2T H Q� = GREEN / Q t af 7 s0.1 X , CID ur v McCARTY - Z/ PROPERTY M � / �/NE ,q X 1% �O HIGH FLOW CHANNEL (DRY) FLOW SPLITTER 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 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 6/10/13 BY Doo N0. REVISION / EX. BYPASS INLET AND VALVE ;' ;' INSTALL TEMPORARY BYPASS DAM FOR CREEK DIVERSION BYPASS CREEK INTO Ex.18" PIPE PROVIDE SECOND DAM SUMP (TEMPORARY) �� � �%� > AND PUMP TO COLLECT SECONDARY FLOW REMOVE APPROX 1 to 3 FEET OF SEDIMENT HYDROSEED BARE AREAS AROUND BASIN ��� ,� � FROM BETWEEN ROCK WEIRS SEE BASE GRADE PLAN FOR APPROX AFTER CLEANING (APPROX) �.� LOCATIONS /� :... CAUTION PVC LINER /EX.18" BYPASS PIPE i' ..:...::....: � -�::.:.'� _-.-��-:--:-:�. �-.:--: ---� i APPROX LOCATION ACCESS ROAD SEDIMENT BASIN REMOVE APPROX 4 TO 5 FEET ,! FISHWAY INLET ' OF ACCUMULATED SEDIMENT F. SEE BASIN BASE GRADE PLAN X. FISH LADDER ' I VALVE TO McCARTY POND OVERFLOW S P I LLWAY / 2013 CHANNEL MAINTENANCE x / FOR GRAVEL PLACEMENT. CITY WILL HELP IDENTIFY WORK AREAS AND AREAS � / b PARKING IMITS FOR PARKIN T L G LOT USE BY CONTRACTOR � LOT � � U 1 REMOVE APPX 7-8 FOOT SECTION OF ROOTS. � / /' ADJUST SEVERAL OTHER BOULDER d v' LOCATIONS IF DIRECTED. CD =� U2 MOVE BO LDER MAPL WO D REEK U2 MOVE ONE LARGE BOULDER FROM CENTER TO SIDE OF CREEK. ADJUST SEVERAL r BOULDER LOCATIONS IF DIRECTED U 1 REMOVE OOTtz y lu o 18TH TEE Of co% (UPPER) / V/ / INGLE DUMP TRUCKS ONLY r/ PROPERTY CROSS BRIDGE, NO TRAILERS A , PATH E q SURVEYED: DESIGNED: DC DRAWN:DC CHECKED: DC / RS BY DATE APPR APPROVED: RS SEDIMENT BASIN CLEANING DRAWING D-205132 SCALE: VERTICAL: NAVD 1988 CITY O F AS NOTED HORIZONTAL- NAD 1983/183/1991 RENTON AT�ONE INCH '. Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 2013 Cleaning DATE: MAPLEWOOD CREEK SEDIMENT BASIN 6/10/13 CLEANING & MAINTENANCE PROJECT FIELDBOOK: PAGE: DRAWING NO: SEDIMENT BASIN AND FLOW SPLITTER 2 SHEET: OF: x 6