The URL can be used to link to this page

Home My WebLink AboutR-295303A I e I ID 1 E co M N CONCRETE CLEAN —OUT N (DISPOSE OF OFF —SITE) C � r 9 I A cto 5 2" SCHEDULE 40 a —2 3 I 2% SLOPE 5:1 SLOPE 5:1 SLOPE 2% SLOPE 1:1 SLOPE 8 A cto ENTRY ENTRY TRANSITION 1 10' 1 20' 1 10' I TRANSITION 7 ELEVATION VIEW WATER LEVEL PUMP TO HOLDING 18' TANK FOR TREATMENT AND RECYCLE 6 2' 12' \_1: 1 SLOPE 4" QUARRY SPALL, 12" DEEP SECTION A 0 5 N "T.S. — NOTES: 1. ASPHALT CONSTRUCTION ENTRANCE 6 ". ASPHALT TREATED BASE (ATB). 4 2. 3" TRASH PUMP WITH FLOATS ON THE SUCTION HOSE. 3. MIDPOINT SPRAY NOZZLES, IF NEEDED. 4. 6" SEWER PIPE WITH BUTTERFLY VALVES. BOTTOM ONE IS A DRAIN. LOCATE TOP PIPE'S INVERT 1 FOOT ABOVE BOTTOM OF WHEEL WASH. 5. 8' X 8' SUMP WITH 5' OF CATCH. BUILT SO CAN BE CLEANED WITH TRACKHOE. 3 6° ASPHALT CURB ON THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND. 7. 6" SLEEVE UNDER ROAD. 8• BALL VALVES. 9. 15' ATB APRON TO PROTECT GROUND FROM SPLASHING WATER. 2 10. REMOVE ACCUMULATED SEDIMENT ON A REGULAR BASIS 2 RECORD DRAWINGS 1 CHANGE PER ADDENDA 1 ISSUED FOR CONSTRUCTION N0. REVISION A I B TRUCK WASH DOWN AREA DETAIL NTS C8 F I G I H I I REVISION No. 3'— 4' /P �� •. ADJACENT STRAW ROLLS MUST C10- ROLLS SHALL BE PLACED ALONG SLOPE CONTOURS \ \ ` TIGHTLY ABUT IF NOT ONE INCH 5' -10' SPACING \ 4 DEPENDS ON 1 SOIL TYPE \ SEDIMENT, ORGANIC MATTER, AND SLOPE % AND NATIVE SEEDS ARE STEEPNESS CAPTURED BEHIND THE ROLLS. GRADE CATCH CART PATH —SLOPE VARIES �O 3 " -5" (75- 125mm) 8 " -10" (200- 250mm) 1" X 1" STAKE (25 x 25mm) NOTE: 1• STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3 " -5" (75- 125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLUWLU TO RUN UNDER OR AROUND ROLL. 2O RESTORE IMMEDIATLY UPON COMPLETION OF GRADING ACTIVITIES. STRAP WATTLES DETAIL z NITS TYP. 8" CHAIN LINK FENCE W /VIEW SCREEN SLATS SET SILT FENCE IN CONCRETE. W/ ORANGE BARRIER STORM COLLECTION SUMP 24"0 CMP 2"0 HOLES W /FILTER SOCK AND GRAVEL. PUMP TO VAULT #2 2% SLOPE 2% SLOPE 0 2" ATB. 6" CSTC. 4" ATB. 2' SHOULDER 6" CSTC. 8" BASE EXISTING IRRIGATION LINES ASPHALT TREATED BASE A DEPTH AND LOCATION VARIES SECT. 4 -06, 9.03.6 STD SPEC. — CONTRACTOR SHALL CSTC= J4 "MINUS, 9.03.6(3) STD SPEC. VERIFY REF. IRRIGATION AND BASE= 14 MINUS, 9.03.6(3)STD SPEC. DEMOLITION DRAWINGS. TEMPORARY ROAD AND CART PATH DETAIL B SCALE: t° = 5' C7 21' -0" 20 MIL PVC LIN SURVEYED: — SCALE: AS SHOWN DESIGNED: J.E. REVISION No. DRAWN: R.B. /P ONE� CHECKED: G.P. CONTRACTOR MAY PROPOSE 50MIL. PVC C10- APPROVED: — AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY I DATE I APPR C I D E J VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM K I L M I N G I P — 12„ \ \ \ 6" 6" (150mm) (150mm) TERMINAL SLOPE AND CHANNEL LONGITUDINAL ANCHOR TRENCV ANCHOR TRENCH V NOTES: x � � �y CHECK SLOTS TO BE CONSTRUCTED PER y� STAKE AT 3' -5' 1. MANUFACTURERS SPECIFICATIONS. STAKING OR STAPLING LAYOUT PER CHECK SLOT AT 25' (7.6m) INTERVALS ISOMETRIC VIEW P P 6" (150mm) I G' 12" 0 0 7 6„ (150mm) 6 INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT EROSION BLANKETS & TURF REINFORCEMENT MATS R=2'95-303 SLOPE INSTALLATION DETAIL 3 5 NITS TYP. _.. EXISTING HILLSIDE DEWATERING P P P SUMP I I I 4 SITE STORM WATER 18 STORM EXISTING POND 3 OUTFALL .± SUMP VAULT #2 TEMPORARY 24" TEMP CONSTRUCTION COLLECTION CMP RISER SETTLING POND POINT CONSTRUCTION RECORD DRAWING NOTICE * ALL COMPONENTS TO BE SUPPLIED, INSTALLED AND These record drawings have been prepared based upon 2 MAINTAINED BY CONTRACTOR AS REQUIRED BY SITE information contained in addenda, change orders, or CONDITIONS. re. 02270 other available construction information, and information provided by the Contractor, and by others. HDR has not CONSTRUCTION STORM WATER CONTROL SCHEMATIC verified the accuracy s completeness the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this DETAILK4 information shall be solely responsible to verify any and NTS C8 all information represented. herein prior to any such use of the information. CITY OF RENTON ECONOMIC AND ENGINEERING u Planning /Building /Public works Dept Kennedy /Jenks SERVICES, INC. Consultants 10900 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA EROSION CONTROL DETAILS 1 OF 2 F I G I H DATE: OCTOBER, 2003 2. MANUFACTURERS SPECIFICATIONS. 3 -0.1 -358 REVISION No. APPLY B10 —MAT TO PRELOAD AND ALL /P 3. SIDE SLOPE GREATER THAN 10 %. CONTRACTOR MAY PROPOSE 50MIL. PVC C10- 4. PLASTIC SHEETING ALTERNATE WITH HOLDOWN. CHECK SLOT AT 25' (7.6m) INTERVALS ISOMETRIC VIEW P P 6" (150mm) I G' 12" 0 0 7 6„ (150mm) 6 INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT EROSION BLANKETS & TURF REINFORCEMENT MATS R=2'95-303 SLOPE INSTALLATION DETAIL 3 5 NITS TYP. _.. EXISTING HILLSIDE DEWATERING P P P SUMP I I I 4 SITE STORM WATER 18 STORM EXISTING POND 3 OUTFALL .± SUMP VAULT #2 TEMPORARY 24" TEMP CONSTRUCTION COLLECTION CMP RISER SETTLING POND POINT CONSTRUCTION RECORD DRAWING NOTICE * ALL COMPONENTS TO BE SUPPLIED, INSTALLED AND These record drawings have been prepared based upon 2 MAINTAINED BY CONTRACTOR AS REQUIRED BY SITE information contained in addenda, change orders, or CONDITIONS. re. 02270 other available construction information, and information provided by the Contractor, and by others. HDR has not CONSTRUCTION STORM WATER CONTROL SCHEMATIC verified the accuracy s completeness the information provided to it and does not warrant the accuracy or completeness of these record drawings. Users of this DETAILK4 information shall be solely responsible to verify any and NTS C8 all information represented. herein prior to any such use of the information. CITY OF RENTON ECONOMIC AND ENGINEERING u Planning /Building /Public works Dept Kennedy /Jenks SERVICES, INC. Consultants 10900 10900 NE 4TH STREET, SUITE 1110 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 32001 32nd Ave. S., Suite 100 BELLEVUE, WASHINGTON 98004 Federal Way, Washington 98001 PORTLAND, OR / BELLEVUE, WA / KENNEWICK, WA / OLYMPIA, WA EROSION CONTROL DETAILS 1 OF 2 F I G I H DATE: OCTOBER, 2003 PROJECT NO. 3 -0.1 -358 REVISION No. 2 SHT NO. DWG NO. C10-