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HomeMy WebLinkAboutD-205732r- L0 0 N N UJ_V 9�.2- 18THTEE ° �JI %� /� ✓\ (UPPER) yp —�- �� McCARTY \ SINGLE DUMP TRUCKS ONLY Scale: 1 Inch = 40 Feet ACROSS BRIDGE, NO TRAILERS PROPERTY \ r 9 18TH TEE �- O (LOWER) FLOW SPUTTER \ �• / J I ACCESS FOR CREEK MAINTENANCE VVV l FROM WEST SIDE ONLY I C GRAVEL PLACEMENT SEE DETAIL 2 o r GRAVEL PLACEMENT SEE DETAIL 2 �OF= I 9pT CART 12TH 9T Aqr - Qv Z GREEN y GRAVEL PLACEMENT -_� If 84.0 SEE DETAIL 2 74- 3 77.7 HIGH FLOW x CHANNEL (DRY) NQ x / 7 x f � 2 F R2 x 80.1 77.6 / x x FAIRWAY CROSSING x� T / 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 SPUTTER, 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 SPUTTER. 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 NO. REVISION 1 ANDS BYPASS INLET/EVET BYPASS CREEK INTO Ex.18" PIPE (TEMPORARY) HYDROSEED BARE AREAS AROUND BASIN AFTER CLEANING ( APPROX) Z/� } / ` / / CAUTION PVC LINER - f APPROX LOCATION i b SEDIMENT BASIN REMOVE APPROX 4 TO 5 FEET OF ACCUMULATED SEDIMENT SEE BASIN BASE GRADE PLAN (D / I VALVE TO I McCARTY POND 013 CHANNEL MAINTENANCE /CITY WILL HELP IDENTIFY WORK AREAS AND AREAS FOR GRAVEL PLACEMENT. U1 REMOVE APPX 7 -8 FOOT SECTION OF ROOTS. ADJUST SEVERAL OTHER BOULDER LOCATIONS IF DIRECTED. U2 MOVE ONE LARGE BOULDER FROM CENTER TO SIDE OF CREEK. ADJUST SEVERAL BOULDER LOCATIONS IF DIRECTED INSTALL TEMPORARY BYPASS DAM i R FOR CREEK DIVERSION (PROVIDE SECOND DAM, SUMP, AND ��PUMP TO COLLECT SECONDARY FLOW REMOVE APPROX 1 to 3 FEET OF SEDIMENT FROM BETWEEN ROCK WEIRS SEE BASE GRADE PLAN FOR APPROX LOCATIONS FISH LADDER - q Q \ LIMITS FOR PARKING LOT USE /PARKING j \LOT � BY CONTRACTOR / U2 MOVE U1 x a 18TH TEE ° (UPPER) INGLE DUMP TRUCKS ONLY CROSS BRIDGE, NO TRAILERS pAlh S\;i MARL / McCARTY PROPERTY 12 SPILLWAY REEK i I I SEDIMENT BASIN CLEANING DRAWING D- 205132 rExnw: raw isae AS NOTED NoaizoNru, Nan ,sas /Isar " >� CITE/ OF °° .� RENT TON oPnxu °C ONE INCH OXEOKEp: DATUM DC / RS "P � �� Planning /Building /Public Works Dept. IF NOT ONE NGL BY DATE APPR 1PPRdiFD swc wcnaowc�r GG 2013 Cleaning MAPLEWOOD CREEK SEDIMENT BASIN CLEANING & MAINTENANCE PROJECT SEDIMENT BASIN AND FLOW SPUTTER Cn, 0- P_0s73-) D — 6/10/13 FlFIPAN( PIGS pYWN: rYJ t ON. OF x 6 57