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Home My WebLink AboutT-229202R/W VARIES 5' TO 1 LONG POST GUARDRAIL SLOPE TO BE GRADED I BETWEEN 1H:1V TO I 2H: 1 V AS DIRECTED BY THE ENGINEER. HYDROSEED I HYDROSEED — 1 H: 1 V MAX. SLOPE GABION BASKETS SEE NOTES HYDROSEED� x a 4" 4 SOLID PVC PIPE ° I` (SEE NOTE 8) ---", 00 QUARRY SPALLS, PER 9 -13.6 HAND COMPACTED SUBGRADE i 30' 30' -I- VARIES 34' MIN. 1, 4' VARIES 20' MIN. 4, NEW ROADWAY 2% VAR. t VAR., 2% -1 r - - - - -- / 4 2' WIDE FABRIC 3' J / 3.. REINFORCEMENT VARIES 20' MIN. 0' -12' 0' - 10 EXISTING ROADWAY EXISTING SLOPE TYPICAL SECTION 6:1 BATTER I I i P 1: 1 MAX. SLOPE FOR BENCHED 2% %'�— LEMPORARY EXCAVATION Y_�__ - - - -- EXISTING ROADWAY FILL VARIES 8' TO 22 R/W NOTES: i PROJECT #CM -1071 LEGEND 1. MATERIALS AND CONSTRUCTION OF GABION WALLS SHALL CONFORM ® 1 112" ASPHALT CONCRETE CLASS B OVERLAY TO THE "1994 STANDARD SPECIFICATIONS" AND AS NOTED HEREIN. PARAGRAPH NUMBERS INDICATED IN DETAILS OR NOTES ARE REFERENCED ® 3 1/2" ASPHALT CONCRETE CLASS E TO THE "1994 STANDARD SPECIFICATIONS ". V CRUSHED SURFACE TOP COURSE, / 0 DEPTH AS NOTED 2. GABION BASKET CONSTRUCTION SHALL CONFORM TO STANDARD PLAN D -6 / I OF THE "STANDARD PLANS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION" I REGRADE DITCH FILTER FABRIC MATERIAL- AS NOTED ON PLANS USE STAPLES OR WIRE (SEE DETAIL THIS RINGS TO ATTACH FABRIC SHEET) TO FENCE. - — COMPACT EXPOSED ROADWAY FILL WITH PLATE COMPACTOR GRAVEL BACKFILL FOR WALLS PER 9- 03.12(2) PLACED & COMPACTED IN 8" LIFTS FILTER FABRIC, AMOCO 4545 OR EQUAL 0" 4" COVER OF GRAVEL BACKFILL PER 9- 03.12(4) 1' -0" \-4"O PERFORATED PVC PIPE PER 9- 05.2(6) SECTION A —A 12" (LW 83 +48± TO I_W 87 +50t) (LW 113 +50± TO LW 114 +75t) (LW 129 +00± TO LW 131 +00f) 18" SIGN R9 -7 MOD. NOT TO SCALE SHOULDER REGRADING DETAIL n9t -4a'- 219' NOT TO SCALE Vicar PLOT (LW 140 +80f TO LW 141 +65f (RT)) DATE 07/06/95 07�°RANS�l83io z�SECPOWS.DWC (LW 164 +20i TO LW 166 +20f (RT)) 50B NO. 1637012 2" BY 2" BY 14 GJR:E MESH OR EQUIV. O 0 I PROVIDE 3/4 " -1 1/2" WGRAVEL BACKFILL OR CON NATIVE SOIL AS DIRECTE BY THE ENGINEER. R" nnini (CITY OF RENTON STANDARD PLANS D009 & D010). MACCAFERRI OR APPROVED EQUAL MAY BE USED. 3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT QUARRY SPALLS. 4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON- YIELDING STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTION SHALL BE TAKEN IN WET WEATHER. 5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY CONFORMING TO ASTM D 1557. 6. FOR GABION WALLS 5' -0° AND UNDER, 4' -0" VERTICAL IS ALLOWED IN DRY DENSE NATIVE MATERIAL (DRY SEASON ONLY). 7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED BY THE ENGINEER. 8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED BY THE ENGINEER. GRADE FOOTING DRAIN ® 0.01 FT /FT TOWARD CENTER OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS DIRECTED BY THE ENGINEER. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH. 2" BY 2" WOOD POST (6' MAX SPACING BETWEEN POSTS) FILTER FABRIC FENCE DETAIL (SEE STANDARD PLAN B066) NOT TO SCALE 20' 8' 10' FEATHER TO MATCH 10' PLANE BITUMINOUS PAVEMENT 1 1/2" — — — — — — — — — — — — — BITUMINOUS PLANING DETAIL NOT TO SCALE 1 1/2" ACP OVERLAY DITCH 2% \ EXISTING GROUND \ 1.5' EXISTING GROUND HYDROSEED - — — � VARIES (4" TO 6 ") 1�.� � 2% OVERLAY FEATHER DETAIL GRASS LINED DITCH NOT TO SCALE PROPOSED DITCH DETAIL (LW 147 +10f TO LW 147 +60f (LT)) NOT TO SCALE (LW 131 +35f TO LW 133 +20f (LT)) (LW 142 +50f TO LW 145 +90± (LT)) 1' MIN 1' MIN EXISTING SLOPE s 22�� ®� � 1.5:1 / � �S$ 2% / 2% MAX EXISTING SLOPE �w m ?s / til HYDROSEED q� A zz„< � 4 GRASS LINED DITCH l/qr �OFEq� °'ST��3ww SSIONAL (LW 85 +20f TO LW 90 +50t (RT)) (LW 163 +00± TO LW 163 +70± (RT)) P,AES „76796 (LW 113 +85± TO LW 114 +70± (RT)) (LW 182 +50f TO LW 184 +60t (RT)) CITY OF RENTON DITCH REGRADING DETAIL DEPARTMENT OF PUBLIC WORKS NOT TO SCALE LAKE WASHINGTON BLVD. ANALPHA Engineering Group, Inc. SECTION B -B R (LW 106 +50f TO LW 111 +35 +) COVER SLOPE (LW 112 +90f TO LW 113 +50f) WITH BARK MULCH (LW (LW 114 +75f TO 128 +50+ TO LW LW 115 +20 ±) 129 +00±) 2' VAR. 27 2'•1 EXISTING GROUND SHOULDER REGRADING DETAIL n9t -4a'- 219' NOT TO SCALE Vicar PLOT (LW 140 +80f TO LW 141 +65f (RT)) DATE 07/06/95 07�°RANS�l83io z�SECPOWS.DWC (LW 164 +20i TO LW 166 +20f (RT)) 50B NO. 1637012 2" BY 2" BY 14 GJR:E MESH OR EQUIV. O 0 I PROVIDE 3/4 " -1 1/2" WGRAVEL BACKFILL OR CON NATIVE SOIL AS DIRECTE BY THE ENGINEER. R" nnini (CITY OF RENTON STANDARD PLANS D009 & D010). MACCAFERRI OR APPROVED EQUAL MAY BE USED. 3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT QUARRY SPALLS. 4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON- YIELDING STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTION SHALL BE TAKEN IN WET WEATHER. 5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY CONFORMING TO ASTM D 1557. 6. FOR GABION WALLS 5' -0° AND UNDER, 4' -0" VERTICAL IS ALLOWED IN DRY DENSE NATIVE MATERIAL (DRY SEASON ONLY). 7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED BY THE ENGINEER. 8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED BY THE ENGINEER. GRADE FOOTING DRAIN ® 0.01 FT /FT TOWARD CENTER OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS DIRECTED BY THE ENGINEER. BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH. 2" BY 2" WOOD POST (6' MAX SPACING BETWEEN POSTS) FILTER FABRIC FENCE DETAIL (SEE STANDARD PLAN B066) NOT TO SCALE 20' 8' 10' FEATHER TO MATCH 10' PLANE BITUMINOUS PAVEMENT 1 1/2" — — — — — — — — — — — — — BITUMINOUS PLANING DETAIL NOT TO SCALE 1 1/2" ACP OVERLAY DITCH 2% \ EXISTING GROUND \ 1.5' EXISTING GROUND HYDROSEED - — — � VARIES (4" TO 6 ") 1�.� � 2% OVERLAY FEATHER DETAIL GRASS LINED DITCH NOT TO SCALE PROPOSED DITCH DETAIL (LW 147 +10f TO LW 147 +60f (LT)) NOT TO SCALE (LW 131 +35f TO LW 133 +20f (LT)) (LW 142 +50f TO LW 145 +90± (LT)) 1' MIN 1' MIN EXISTING SLOPE s 22�� ®� � 1.5:1 / � �S$ 2% / 2% MAX EXISTING SLOPE �w m ?s / til HYDROSEED q� A zz„< � 4 GRASS LINED DITCH l/qr �OFEq� °'ST��3ww SSIONAL (LW 85 +20f TO LW 90 +50t (RT)) (LW 163 +00± TO LW 163 +70± (RT)) P,AES „76796 (LW 113 +85± TO LW 114 +70± (RT)) (LW 182 +50f TO LW 184 +60t (RT)) CITY OF RENTON DITCH REGRADING DETAIL DEPARTMENT OF PUBLIC WORKS NOT TO SCALE LAKE WASHINGTON BLVD. ANALPHA Engineering Group, Inc. R OL L'l 4 9 071