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Home My WebLink AboutR-418514U) 00 T C) GA Lao x of 1 I�I'Pt � LDD _ EXIST/N S X 1 O O M mmmi LOD 1 — _ P1 1STS\ _ n'z �s 11Pz i Lon i 1��_ 1��1 III 1P1 _ mO 7 B s TO, n- I 1 26 �x za zsi LOD �� I 1 f L=m�� LD .w SDP �� \�25�/ a r — --- — SDP — — — — — — — — — ® a 8L LOD I CL 81 {f ZC CC of Sf - 1 II IN-..,._ B 1 1 SDP N 1�L agimmTaw LOD I = IT VDA - - 1 �✓ 1, "SDP 1 1 <`_ �,I `� GO — — — — — r 1 �21 22 23 24 38® 39 w 11 1 I 1 1 1 e _ 1 SDP N WW IF oD — — — — — ' ____ _________2v-____ f _ _ _ _ _ _ —MID, _! 1® -- 25, 1,1 - r 1 ® / y� a 00 1 i EROSION AND SEDIMENT CONTROL NOTES L BEFOREANTCONSTRI IONORDEVELOPMENTACTIVIWQGGURS. APRE"CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CO. THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY( CONSTRUCT ON STORM WATER GEN ERTL PERMIT, IF R IS REQUIRED FOR THE PROTECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MNIITCAING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 3. THE USE PLAN SET SHNL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. <. THE BOON GAMES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAB(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF ME CItt OF RENTON SURFACE WATER DESIGN MANUAL (RENTON BYNM) PRIOR TO THE START OF CONSTRUCTION. WRING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND ME CLEAVING LIMITS SHALL BE PERMITTED ME CLEARING LOU In SHALL BE MAINTAINED BY THE APPLIM IPSC SUPERVISOR FOR THE SCRATCH O CONSTRUCTION. 5, STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING BE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ME KEPT CLEAN AND TRACK OUT TO ROAD RIGHTOF WAY DOES NOTOCCUR FOR THE DURATION CFTHE PROJECT. E SEDIMENTIS TUCKED OFFSITE. PUBLIC ROAD$ SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTY DURING WET WEATHER, ASNECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF NE STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED WRITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY DO NDT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. ]. ALL REQUIRED USE BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANONR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER DRAINAGE SYSTEMS AN D ADJACENT PROPERTIES. ALL ESL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH THE THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ONSITE EROMON HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST THE IMPLEMENTATION, MAINTENANCE, REPLACED ENT , ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF TH E APPLICANT N0, 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE MURAL, TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY 8, THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, WE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON TIE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, R SHALL BE TIE OBLIGATION AND HESPONSIBI LILY OF THE APPLICANT TO ADDRESS MY N EN CONDITIONS THAT MAY BE CREATED BY THE ACTMT IES AND TO PROVIDE ADOUICNAL ESC BMPS, EVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS FLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SITE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO ME CITY FOR RENEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER I ST THROUGH ARIL 33TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER BOTH) SHALL BE IMMEDNTELYUMILIZEDWITHTHEA ROVEDESCCOVERMETHODS(E.G., SEEDING. MULCHING. PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX OF THE RENTON SWOM. 13. NET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER ISE AND APRIL WTI, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANYAREANEEDINGADDEBONALESCMEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTS➢ AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR W ITH I N N HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REWIRED BY THE CITY 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTMtt, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.R SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS ME RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED So OF THE CAPACITY OF THE CATCH BASIN$UMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO WE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMNATER FMILItt LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS ANN SHALL MOVES ADEQUATE STORAGE CAPACItt. IF TIE TEMPORARY FXILItt IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, ME TEMPORARY FM ILHY BULL BE 19. AREAS DESIGNATED ON NE PLPN(SI CONTAINING EXISTING STORMWATER FACILITIES OR ONSITE SUPS (MENDED SOILS, BICRETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20, PRIOR TO NE BEGINNING OF THE WET SEASON (OCTOBER ISTI. ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR ME WINTER WINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ME WEEK OF ME BEGINNING OF THE NET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED ANN THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO TIE CITY FOR REVIEW. 21, PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROTECT SNE SHALL BE STABILIZED THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LAN ESCAPED BEFORE OCTOBER 1 ST. 22, ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STAB ILIUSTION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAKING WAILS. AIL ROCKERIES IN CITY ROAD RIGHTS,0E-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH KEY MAP APPROX. 1' _ ]W EROSION & SEDIMENT CONTROL LEGEND LOD LIMITS OF DISTURBANCE ROCK SOCK SDP SILT DIKE ON PAVEMENT ®l I _.I IP7 INLET PROTECTION ®� Igm IP2 INLET PROTECTION PROPOSED ASPHALT PAVEMENT PROPOSED LANDSCAPING SBPPP NOTE CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION, CONTRACTOR SHALL UTILIZE BMPS (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LDCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY 0 AND SURFACE EVIDENCE AT THE DARE OF 0 SURVEYEYAND IS i0 BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT ITHE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF Knowwharsbalovift. ALL UTUTIES, PUBLIC OR PRIVATE, WHETHER SHOWN CNN before You dig. ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION, 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GRAPHIC SCALE 10 0 5 10 20 AO (IN FEET) liftsh loft R-418514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q Scott Warlick 8/30/2021 TJKAS NOTED w ""°'°'e/'°°I DnruM CITY OF ; RENTON Planning/Building/Public Works Dept. WALMART#2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL PLAN Mo% JSa °"°'""M8B � � n� REVISION BY DATE APPR ...ewE� n Iz _0 U) z CL W d U d I— J ► i