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HomeMy WebLinkAboutD-205714p'- Lo 0 N N CL 0 CL0 N O v v IL DETAIL 1 - GRAVEL PLACEMENT NTS EX. SHRUBS AND CUTTINGS PLANTED BY CITY WEST BANK GRAVEL REPLACEMENT 6" THICK (APPROX.) 1 TO 2 CY OF CLEAN GRAVEL EX. TREES AND SHRUBS WATER DEPTH VARIES 2" TO 6" (TYPICAL) 760"T WIDTH VARIES 5' TO 8' TYPICAL EAST BANK ORIGINAL GRAVEL LAYER APPROX. 12" THICK ERODED GRAVEL LEVEL (APPROX.) GRAVEL REPLACEMENT SPEC. GRAVEL PLACEMENT IN HIGH FLOW AREA FROM SEDIMENT 1. GRAVEL SHALL BE PLACED ABOVE THE BASIN TO FLOW SPLITTER WATERLINE ON THE WEST BANK OF THE SIZE Percent Finer by Weight CREEK BY MACHINE. 6" 100-40% 2. GRAVEL SHALL BE SPREAD BY HAND 3" 40-20% SHOVEL OVER THE WIDTH OF THE CREEK. 1" 20-0% 3. THE CITY MAY REVIEW AND ADJUST 1/4" 0% GRAVEL PLACEMENT AS NEEDED FOR EACH LOCATION. DETAIL 1 TYPICAL SECTION A-A NTS RECOMMENDED FOR APPROVAL BY Daniel Carey 5/22/07 BY DETAIL 2 - GRAVEL PLACEMENT NTS POOL 18" - 24" DEEP DO NOT FILL POOL WITH GRAVEL —I EX. LOG DROPS I WITH FLOW NOTCH FLOW OHWL LENGTH VARIES WATER DEPTH VARIES 3' TO 6' TYPICAL /_4" TO 6" (TYPICAL) ORIGINAL GRAVEL LAYER 12" THICK EX. LARGE 5 ERODED GRAVEL LEVEL RIP -RAP LONG (APPROX.) GRAVEL REPLACEMENT 6" THICK (APPROX) 1 CY OF CLEAN GRAVEL APPROX.) GRAVEL REPLACEMENT SPEC. GRAVEL PLACEMENT IN LOW FLOW AREA 1. ONLY SMALL SOFT TIRED VEHICLES SHALL BELOW FLOW SPLITTER * DELIVER GRAVEL ON GOLF COURSE SIZE Percent Finer by Weight (SUCH AS BOBCATS, GOLF CARTS, WHEEL BARROWS) 4" 100-75% 2. GRAVEL SHALL BE PLACED AT TOP OF WEST BANK ONLY. 2" 75-30% 3. GRAVEL SHALL BE CARRIED DOWN BANK IN BUCKETS 1" 30- 0% AND SPREAD BY HAND SHOVEL OVER THE WIDTH 1/411 0% OF THE CREEK. 4. THE CITY MAY REVIEW AND ADJUST GRAVEL PLACEMENT AS NEEDED FOR EACH LOCATION. DETAIL TYPICAL SECTION - NTS ORIGINAL PLANS STAMPED 6Y: RONALD J. S'fRAKA ON :5/23/07 PE #29727 EXPIRES: 10/16/07 0 10 61 = = Scale: 1 Inch = 10 Feet STH TEE NO MACHINE ACCESS% ON THIS SIDE \7 S` / S CONSTRUCT SANDBAG AND PLASTIC BERM TO DIVERT FLOW AWAY FROM CLEANING AREA FILTER FABRIC / AT ENTRANCE IF NEEDED / 1 1 WEST ACCESS ROAD APPX EL 115.17 1211 l' t � ALLOWABLE ACCESS TO SPLITTEf FOR SEDIMENT REMOVAL RESTORE BANK AFTER CLEANING i I _ ACCESS TO SPLITTER ON THIS RESTORE BANK CLEANING. ACCUMULAT SEDIMENT 2 TO 3 FEEF DEEP 8 1 30 MIL PVC BASIN LINER 8" PERF. J DRAIN PIPE b 0