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Home My WebLink AboutS-226328SLOPE PER PLANS LIVE STAKES & POSTS, 18" 1-1/2"-2-1/2" DIAMETER 6" MIN 6' C 2-3" OPENING IN RIPRAP. LOCATE PER PLAN. LOOSE ROCK RIPRAP �- GEOTEXTILE FABRIC RIPRAP FILTER LAYER NATIVE SOIL LOOSE RIPRAP JOINT PLANTING DETAIL NOT TO SCALE NOTE: SOAK SUBGRADE THOROUGHLY WITH WATER PRIOR TO LIVE STAKE PLANTING. A TOP OF ROOT MASS TO BE LEVEL WITH FINISHED GRADE COMPACT SOIL AROUND & OVER PLANT WITHOUT CRUSHING OR DAMAGING ROOTS MAKE PLANTING HOLE LARGE ENOUGH ONLY TO ACCOMMODATE SEEDLING PLUG. DO NOT OVER EXCAVATE FOR PLANTING. SOIL MUST BE SATURATED AT TIME OF PLANTING, BACKFILL WITH NATIVE SOIL AND COMPOST SEEDLING PLANTING DETAIL W-"& -27-2Z67 NOT TO SCALE FINISHED GRADE TTT CUT AND REMOVE BURLAP 6" MIN FROM TOP 1/2 OF BALI.- BURLAP TO BE ROTTABLE. 18" MIN. NATIVE SOIL AND FERTILIZER OR COMPOST --- --- SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE VEGETATION AND - NATIVE SOIL HYDROSEED, SEE LANDSCAPING PLANS. TO BE DETERMINED BY STREAM RESTORATION SCIENTIST, 1111 1111 III III III _III I III it 1 III III III - i ORDINARY HIGH DEPTH VARIES, FIELD DETERMINE WATZID kJADV BY STREAM RESTORATION SCIENTIST OR CITY. OVER EXCAVATED FOR LOG 11"w" ; Ili 11 '16 ON RM-MIA-4 F. ...... INSTALLATION 1-1EIIIIIME , mill mm 71mmamm, III 111= OR DRIVE LOG INTO BANK LOG INSTALLATION SECTION NOT TO SCALE 15'-25' BOLE LENGTH A LOG DIAMETER = 12"-24", MEASURED 5' ABOVE ROOT WAD. -LOG BOLE DETAIL - CHANNEL CORRIDOR NOT TO SCALE ENCASE NON-CORRODABLE WIRE IN REINFORCED DULL GREEN RUBBER HOSE -77�- AT POINTS OF CONTACT WITH TREE. 11 J 2/3 HEIGHT OF TREE (4) 2"x2" CEDAR STAKES h'f MULCH 6" RIM BERM FINISHED GRADE 6" MIN CUT T AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE. 18' MIN. NATIVE SOIL AND --T-1 --7 FERTILIZER OR COMPOST SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. DECIDUOUS TREE PLANTING DETAIL TABLE I RIPRAP GRADATION FOR 1-75' MAXIMUM SIZE BALLED AND BURLAPPF.O OR CONTAINERIZED SHRUB AS SPECIFIED WEIGHT SIZE MULCH I\ Wmin Dmax FINISHED GRADE RIM BERM 71-ESS (LIELS 3" TYP. J CUT AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE (FEET) FEET ) W100 463 185 D10O NATIVE SOIL AND FERTILIZER OR COMPOST 1.3 ENCASE NON-CORRODABLE WIRE 6" MIN. EXISTING SUBGRADF 161 D90 IN REINFORCED DULL GREEN RUBBER HOSE AT POINTS OF SCARIFY BOTTOM OF PIT W50 CONTACT WITH TREE. 2 X'S I A 1.17 (4) 2"x2" CEDAR STAKE SHRUB PLANTING DETAIL iJ NOT TO SCALE 1/2 HEIGHT OF TREE MULCH 6" RIM BERM SLOPE PER PLANS LIVE STAKES & POSTS, 18" 1-1/2"-2-1/2" DIAMETER 6" MIN 6' C 2-3" OPENING IN RIPRAP. LOCATE PER PLAN. LOOSE ROCK RIPRAP �- GEOTEXTILE FABRIC RIPRAP FILTER LAYER NATIVE SOIL LOOSE RIPRAP JOINT PLANTING DETAIL NOT TO SCALE NOTE: SOAK SUBGRADE THOROUGHLY WITH WATER PRIOR TO LIVE STAKE PLANTING. A TOP OF ROOT MASS TO BE LEVEL WITH FINISHED GRADE COMPACT SOIL AROUND & OVER PLANT WITHOUT CRUSHING OR DAMAGING ROOTS MAKE PLANTING HOLE LARGE ENOUGH ONLY TO ACCOMMODATE SEEDLING PLUG. DO NOT OVER EXCAVATE FOR PLANTING. SOIL MUST BE SATURATED AT TIME OF PLANTING, BACKFILL WITH NATIVE SOIL AND COMPOST SEEDLING PLANTING DETAIL W-"& -27-2Z67 NOT TO SCALE FINISHED GRADE TTT CUT AND REMOVE BURLAP 6" MIN FROM TOP 1/2 OF BALI.- BURLAP TO BE ROTTABLE. 18" MIN. NATIVE SOIL AND FERTILIZER OR COMPOST --- --- SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE VEGETATION AND - NATIVE SOIL HYDROSEED, SEE LANDSCAPING PLANS. TO BE DETERMINED BY STREAM RESTORATION SCIENTIST, 1111 1111 III III III _III I III it 1 III III III - i ORDINARY HIGH DEPTH VARIES, FIELD DETERMINE WATZID kJADV BY STREAM RESTORATION SCIENTIST OR CITY. OVER EXCAVATED FOR LOG 11"w" ; Ili 11 '16 ON RM-MIA-4 F. ...... INSTALLATION 1-1EIIIIIME , mill mm 71mmamm, III 111= OR DRIVE LOG INTO BANK LOG INSTALLATION SECTION NOT TO SCALE 15'-25' BOLE LENGTH A LOG DIAMETER = 12"-24", MEASURED 5' ABOVE ROOT WAD. -LOG BOLE DETAIL - CHANNEL CORRIDOR NOT TO SCALE ENCASE NON-CORRODABLE WIRE IN REINFORCED DULL GREEN RUBBER HOSE -77�- AT POINTS OF CONTACT WITH TREE. 11 J 2/3 HEIGHT OF TREE (4) 2"x2" CEDAR STAKES h'f MULCH 6" RIM BERM FINISHED GRADE 6" MIN CUT T AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE. 18' MIN. NATIVE SOIL AND --T-1 --7 FERTILIZER OR COMPOST SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE ROCK RIPRAP MEETING GRADATION HYDROSEED OR NATIVE REQUIREMENTS, MIN. 1.5' THICK PLANTING SCHEME ORIGINAL GINAL GROUND SURFACE 2--4- QUARRY SPALL T-1- I DRAINAGE FILTER, MEETING WSDOT SPECIFICATION 9-13.6, SLOPE PER MIN. 6" THICK PLANS _Iii r VARIABLE GROUNDWATER LEVEL NOTES: (SAME AS CREEK STAGE) ! III III -'II III -III —III 1. ROCK SLOPE GUIDELINES DERIVED FROM SECTION 3.2, HYDRAULIC DESICN OF FLOOL CONTROL CHANNELS". 2 RIPRAP GRADATION DERIVED FROM FORMULA 3-3 AND TABLE 3-1, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". II— ill !I —III Ill = III -iI- III — III —Il I�— 3 ROCK RIPRAP SHALL HAVE A MINIMUM DENSITY OF 165 LEIS PER, CUBIC FOOT. GEOTEXTILE FABRIC NATIVE MATERIAL 5, CLASS A i S WSDOT TABLE a 2 TYPICAL ROCK RIPRAP DETAIL G NOT TO SCALE b A2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 01/03/01 REVISED TO CONFORM NO. REVISION I BY IREVIEW I DATE_ ROCKQUApp '111 TO CONSTRUCTION RECORDS 411-F- %3LOIDOELINES RH2 ENGINEERING, INC. NOT TO SCALE MARK MILLER 01/03/01 H. RH2 ENGINEERING INC. DATE ti a6 oe WA a > b > c INEERS BOTHELL- OFFICE LESS THAN 30% OF ROCKS WITH a/c > 2.5 PLANNE LESS THAN 15% OF ROCKS WITH a/c > 3.0 NO ROCKS WITH a/c > 3.5 S C 4 I E1 S T S EAST WENATCHEE OFFICE 16727 ST SIGNED. DRAWING IS NOT TO SCALE ONAL 06108,198 IF BAR IS NOT 2 LONG " I 0 1 2 A 61-, y L of Renton Devil's Elbow Stream Restoration LANDSCAPING DETA ,,ILS I JOE NO. FILE ENGINEER RENEWED .DAR: i SCALE PI-Of DWG NO.: SHEET 196.024 DVL- DT I KMP RLB JAM, 03, '2001I SHOWN 12 0 C11 TABLE I RIPRAP GRADATION FOR 1-75' MAXIMUM SIZE WEIGHT SIZE Wmax Wmin Dmax Dmin 71-ESS (LIELS CLUS MESS (FEET) FEET ) W100 463 185 D10O 1.75 1.3 W90 161 D90 1.23 R": W50 137 93 D50 1.17 1-02 W30 53 D30 0.85 W15 69 29 D15 0.93 0.70 Ij NOT TO SCALE ROCK RIPRAP MEETING GRADATION HYDROSEED OR NATIVE REQUIREMENTS, MIN. 1.5' THICK PLANTING SCHEME ORIGINAL GINAL GROUND SURFACE 2--4- QUARRY SPALL T-1- I DRAINAGE FILTER, MEETING WSDOT SPECIFICATION 9-13.6, SLOPE PER MIN. 6" THICK PLANS _Iii r VARIABLE GROUNDWATER LEVEL NOTES: (SAME AS CREEK STAGE) ! III III -'II III -III —III 1. ROCK SLOPE GUIDELINES DERIVED FROM SECTION 3.2, HYDRAULIC DESICN OF FLOOL CONTROL CHANNELS". 2 RIPRAP GRADATION DERIVED FROM FORMULA 3-3 AND TABLE 3-1, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". II— ill !I —III Ill = III -iI- III — III —Il I�— 3 ROCK RIPRAP SHALL HAVE A MINIMUM DENSITY OF 165 LEIS PER, CUBIC FOOT. GEOTEXTILE FABRIC NATIVE MATERIAL 5, CLASS A i S WSDOT TABLE a 2 TYPICAL ROCK RIPRAP DETAIL G NOT TO SCALE b A2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 01/03/01 REVISED TO CONFORM NO. REVISION I BY IREVIEW I DATE_ ROCKQUApp '111 TO CONSTRUCTION RECORDS 411-F- %3LOIDOELINES RH2 ENGINEERING, INC. NOT TO SCALE MARK MILLER 01/03/01 H. RH2 ENGINEERING INC. DATE ti a6 oe WA a > b > c INEERS BOTHELL- OFFICE LESS THAN 30% OF ROCKS WITH a/c > 2.5 PLANNE LESS THAN 15% OF ROCKS WITH a/c > 3.0 NO ROCKS WITH a/c > 3.5 S C 4 I E1 S T S EAST WENATCHEE OFFICE 16727 ST SIGNED. DRAWING IS NOT TO SCALE ONAL 06108,198 IF BAR IS NOT 2 LONG " I 0 1 2 A 61-, y L of Renton Devil's Elbow Stream Restoration LANDSCAPING DETA ,,ILS I JOE NO. FILE ENGINEER RENEWED .DAR: i SCALE PI-Of DWG NO.: SHEET 196.024 DVL- DT I KMP RLB JAM, 03, '2001I SHOWN 12 0 C11