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HomeMy WebLinkAboutR-3657251 N 7 El R M. 7 0 A PORTION OF SW d, NW d SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 10 11 12 LEGEND 13 14 PROPERTY/BOUNDARY LITE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING7NT CONCRETE PAVEMENT REMOVE EXISTING GRIND EXISTING ASPHALTREMOVEEXISTING•: REMOVEEXISTING 15 E F H J r JJ hhA\a 6 r'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t All' C5 1 0o yo PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TME OR FENCING IN'I-'r'%'r' 9 Q THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE p why oAC 0 WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION o 0 0 I%^Z PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING a Al LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF E= CONSTRUCTION. yo 25`;- 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF n CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, F.,." 4 N ARF SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENS RE 3, ARA: _'ARA 'C T N0. 6 OCCUR FOR THE DURATION OF THE PROJECT. X14 F wN Cp r 11 « 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SffE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 9s 10 $ b EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTE AL 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE OONDRIONS. AS I r CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILLli BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE w 25 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO J PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, QTOPROTECTADJACENTPROPERTIESANDWATERQUALITYOFTHERECEIVINGDRAINAGESYSTEM. i n P 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT 0 15 xr CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, wI _ RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ice'•`' i ODISTURBEDFORTWODAYSDURINGTHEWETSEASON (OCTOBER IST TROUGH MARCH 30TH) OR r y SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, i l 8• WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL 30 INCLUSIVE, 1. INSTALL CONSTRUCTION ENTRANCE Aa 2. INSTALL SILT FENCE OTHERWISE APPROVED BY THE CIN THROUGH AN ADJUSTMENT PROCESS. Q 3. PROVIDE INLET PROTECTION FOR EXISTING STORM STRUCTURES 9• COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE 7:' I 404 WATER DESIGN MANUAL Z5. PERFORM ROUGH GRADING 1 I 6. TEMPORARY SEEDING AS REQUIRED 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE O t r A I 22 r'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t 2. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS 1 0o yo PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TME OR FENCING IN'I-'r'%'r' 9 Q THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE p why oAC 0 WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION o 0 0 PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING a Al LIMITS SHALL BE MAINTAINED BY THE APPUCANT/ESC SUPERVISOR FOR THE DURATION OF E= CONSTRUCTION. yo 25`;- 3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF n CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENS RE s THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. X14 F wN Cp r 11 « 4. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SffE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 9s 10 $ b EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTE AL 5. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE OONDRIONS. AS I r CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILLli BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE w PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO J PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, QTOPROTECTADJACENTPROPERTIESANDWATERQUALITYOFTHERECEIVINGDRAINAGESYSTEM. n P 6. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT 0 15 xr CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, wI _ RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. ice'•`' 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE ODISTURBEDFORTWODAYSDURINGTHEWETSEASON (OCTOBER IST TROUGH MARCH 30TH) OR Q SEVEN DAYS DURING THE DRY SEASON (APRIL IST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G.. SEEDING, MULCHING, CONSTRUCTION SEQUENCE PLASTIC COVERING, ETC.). W 8• WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL 30 INCLUSIVE, 1. INSTALL CONSTRUCTION ENTRANCE CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH UNLESS 2. INSTALL SILT FENCE OTHERWISE APPROVED BY THE CIN THROUGH AN ADJUSTMENT PROCESS. Q 3. PROVIDE INLET PROTECTION FOR EXISTING STORM STRUCTURES 9• COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE n 4. SITE CLEARING, GRUBBING, AND DEMOLITION WATER DESIGN MANUAL Z5. PERFORM ROUGH GRADING Z 6. TEMPORARY SEEDING AS REQUIRED 10. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE Or'° ``"- i r` 7. INSTALL PERMANENT STORM DRAINAGE STRUCTURES, UTILHES, ADDRESSED WITHIN SEVEN (7) DAYS. _ yFie K AND CURBS. 11. THE ESC FACILHES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM l t 8. PROVIDE INLET PROTECTION FOR NEW STORM STRUCTURES. OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. Q N 4 _ `• RC' .-a 9. CONSTRUCT BUILDING Z oPPj : ,. ' 10. PERFORM FINE GRADING AND PAVING 12. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE M "' \ --.t.< C:F sZ :, 11. PERMANENT SEEDING OF REMAINING DISTURBED AREAS WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED F8i'; I I ! i ' C 3 j- ; ... 12. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER U O F 3 Y t -} 5 } . MEASURES AND STABILIZE LOCATION OF MEASURES. INTO THE DOWNSTREAM SYSTEM. O Q (n N pEXISTINGagypq s i t 'ty . EXIS S INe. L?t.dll-idINL7 I.; - .s'"'+ i\.:_S - , „ T 5 '1 k -i 13. DURING THE TIME PERIOD OF OCTOBER 15f THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED w > r - DEMOLITION NOTES: SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL a > Q i I SHEET NOTES: BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 1. CLEARING LIMITS ARE SHOWN ON THE PLAN. WHERE LIMITS 1 EXISTING TELEPHONE VAULT TO BE PRESERVED AND PROTECTED. SILTATION FENCE. ADJUST AS NECESSARY TO PROVIDE e 24 5 oftnwN: JuwFft I 14. ANY PERMANENT RETENTION DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SWILLQ15 4 O39'x25'x3.5' SEDIMENT TRAP PER DETAIL C , ARE NOT SHOWN, THE PARCEL BOUNDARY OR THE SILT / O SEDIMENTATION PROTECTION AND TO ACCOMMODATE GRADING 0600 6 FENCE SHALL BE THE CLEARING LIMITS. BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROTIDE °ES,GNE°: KJCIJFft O EXISTING FIRE HYDRANT TO BE PRESERVED AND PROTECTED. ACTMTIES DURING CONSTRUCTION. 25 INTERCEPTOR DITCH. a ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN ftEwEwEo: JJGC6.00 2. CONTRACTOR TO OBTAIN DEMOLITION PERMITS FROM PUGET INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM I 3O EXISTING ROAD SIGNAGE TO BE PRESERVED AND PROTECTED. 16 CONSTRUCTION ENTRANCE. Cfi00 26 PROVIDE TEMPORARY CULVERT UNDER CONSTRUCTION EXIT. SOUND CLEAN AIR AGENCY. AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILIIY. once ,o.os.,z I 4 PROVIDE CATCH BASIN INLET PROTECTION FOR EXISTING e 7 REMOVE EXISTING SIDEWALK TO NEAREST 3. ALL EXISTING ASPHALT TO BE DEMOLISHED ADJACENT TO NEW 15. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE Ecnn No. 11en 4 1 17 REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. STRUCTURES AND FOR NEW STORM STRUCTURES AS THEY ARE 0600 EXPANSION/CONTRACTION JOINT. ESC SUPERVISOR: CESCL ASPHALT AND SHALL BE COMPLETED WITH A SAW CUT NEAT DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET °"°°Tae 11n'C'oa°wG CONSTRUCTED. UNIFORM EDGE. SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MEAS TO REMAIN I' I CONTRACTOR TRAILER & LAYDOWN MEA ADJUST LOCATION AS (TO BE UPDATED WHEN sNEEr rr,tE 18 UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. O PROPOSED STORM SYSTEM (SHOWN FOR REFERENCE). NECESSARY TO ACCOMMODATE FINAL PAVING. MOUNTAIN CONSTRUCTION INC. CONSTRUCTION BEGINS) 4• STRIP ALL EXISTING VEGETATION AND TOPSOIL WHERE GRADING 7457 So. MADISON STREET STEVEN 5TURZA WORK IS TO OCCUR. 16. ADDHONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE DEMOLITION ANDI ©STORM STRUCTURE WITH SOLID UD. NO INLET PROTECTION 19 APPROXIMATE LOCATION OF ROLL -OFF LABELED AND COVERED TACOMA, WA 98409 IDS 4141015 CITY OF RENTOR INSPECTOR. REQUIRED. WASTE RECEPTACLES AND RECYCLE BINS. 5. REFER TO LANDSCAPE PLM FOR PERMANENT STABIUZATIONI (253) 284 0402 (253) 627-4367 TESC PLANfMEASURES. WET SEASON REQUIREMENTS: 1 CONTACT: JEFF STROUD j 7O PROTECT EXISTING SIDEWALK. 20 PROVIDE FUEUNG AREA STOCKED WITH DRIP PANS, OIL EMAIL JEFf9M0UNTAINCONST.COM ABSORBENT PADS, AND PLASTIC SHEETING. A 12' HIGH BERM 1. WINTER EROSION CONTROL IS NOW IN EFFECT. O PROTECT EXISTING BUILDING. SHALL BE CONSTRUCTED AROUND THE FUELING AREA TO CITY 0 RENTON PREVENT STORM WATER FROM LEAVING THE AREA. 2. FROM OCTOBER 1ST THROUGH APRIL 30TH, NO O9 PROTECT EXISTING SIDEWALK AND WALL ON ADJACENT SOILS SHALL BE EXPOSED FOR MORE THAN TWO PROPERTY. CONCRET WASHOUT PIT, WTN 3' DEEP 10'X10' BOTTOM MEA Approved by: Date: ``h CONSECNiIVE WORKING DAYS. THIS TWO-DAY 21 REQUIREMENT MAY BE APPLIED AT OTHER TIMES OF _ LINED WITH IMPERVIOUS PLASTIC LINER AS NECESSARY. THE YEAR IF STORM EVENTS WARRANT MORECLEARANDGRUBEXISTINGVEGETATIONWTNINCLEARINGLIMES. R=365725 MEASURES. sNEEr „ 11 PROTEXT EXISTING BUS STOP STRUCTURE AND SIGNAGE. O CONTRACTOR TO FIELD VERIFY EXISTING ASPHALT PAVEMENT Approved b : Date: BECTON MATCHES HEAVY DUN yASPHALTSECTION. IF ASPHALT 3. EXPOSED SOILS SHALL BE STABILIZED AT THE END TARGE PILE OF DIRT, STUMPS, AND BRUSH TO BE ADJUSTED PAVEMENT SECTION DOES NOT MATCH HEAVY DUN ASPHALT OF THE WORKDAY PRIOR TO A WEEKEND, HOUDAY, 12 AS NECESSARY FOR PROPOSE IMPROVEMENTS. SECTION, CONTRACTOR SHALL CONSULT GEOTECHNICAL ENGINEER OR PREDICTED RAIN EVENT. w 00FOROVERLAY/NEW SECTION RECOMMENDATIONS. Approved by: Date: 4. WEEKLY MAINTENANCE REPORT IS REQUIRED TO BE (`• 13 PROTECT EXISTING LIGHT POLE 23 COORDINATE REMOVAL OF ADJACENT PROPERI I S GATE AND SUBMITTED TO RDSD. Know whar8 below V APPROXIMATE CLEARING LIMITS. ALL GRADING AND DEMOLHON EQUIPTMENT/SUPPLES FROM ALLEY RIGHT OF WAY. PERMIT SET14WORKSHALLOCCURWITHINTHELIMITSOFCONSTRUCTIONLINE. Approved by: Date: I Call before you dig. Date Plotted: 4/18/2013 12:10:33 PM Rename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C100 By: ---- 2- 3 __7 a C II - 6 703 t t z1 0o yo jl JJ A > p why oAC 0 o D a