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R-418309
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AN, CAMARA HAS I 11 NO APPARENT MEANT 9 APRIL AN ��MMEA�EDMP������W� CALS PERMANENT rWM�D ME IT NEED A ncnpCMRM ETARILRED MNSTNUC NENTRANCE µGA we/zB/20Y ME 7 ww=s rar.W m.ms rNG 2-1 PL US AN L_�a ALLARGENGE FOR My MAP Al IF - A.REA`N, AN or CWERED LEANING MEET LAW sau'nmmxu-TUTS OF II II PH - "- ""TALLB .msm........a 4� CA ME, Me ®m xrAWwP sCm EILI PDAI M CITY OF RENTON EARTHWORK & GRADING NOTES (9/1 1. NONCOMPLIANCE NTH EROSION CONTROL REQUIREMENTS, WATER QUALITY REQUIREMENTS AND CLEARING LIMITS MAY RESULT IN REVOCATION OF PROJECT PERMITS. PLAN APPROVAL AND BOND FORECLOSURES. 2. PRIOR TO ANY WORK INCLUDING GROUND DISTURBANCE, THE CONTRACTOR SHALL CONTACT THE CITY OF RENTON TO SCHEDULE A PRE -CONSTRUCTION MEETING. I PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING/LOGGING, DEMOLITION, OR GRADING ME SITE), CLEARING LIMITS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE CONTRACTOR'S SURVEYOR. 4. ALL EARTiWORK SHALL BE PERFORMED IN ACCORDANCE WTH CITY OF RENTON STANDARDS. 5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY MODIFIED PROCTOR LEST UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE SPECIFICATIONS. 6. APPROVAL BY CITY OF RENTON OF THE DRAINAGE AND TEMPORARY EROSION CONTROL PLANS DOES NOT INCLUDE APPROVAL OF THE GRADING ACTIVITIES SHOWN HEREIN. GRADING ACTIVITIES WITHIN TIE RIGHT-OF-WAY REQUIRE A PERMIT FROM MAT GRADING ACTIVITIES ON ADJACENT PROPERTIES REQUIRES WRITTEN APPROVAL BY ME ADJACENT PROPERTY OWNER. T. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 151H AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND APRIL 1ST UNLESS CONTRACTOR HAS OBTAINED WRITTEN APPROVAL BY CITY OF RENTON. B. MATCH EXISTING GRADES AT EDGE CONDITIONS AND PROVIDE SMOOTH TRANSITION. 9, SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING FOR AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS NOTED OTHERWISE. 10. COORDINATE FINE GRADING FOR SURFACE DRAINAGE NTH LANDSCAPE INSTALLATION. FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR TO PLANING AND MULCHING. GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT BOTH SUBGRADE AND FINISH GRADE. 11. UNLESS INDICATED OTHERWISE. THE EARTHWORK OPERATION SHALL AMEND THE SOILS FOR NON -PAVED AREAS WITH THE FOLLOWING MINIMUM. 3-INCHES OF COMPOST TILLED INTO THE TOP 12 INCHES OF NON-STRUCTURAL FILL AND NATIVE SOILS. ONCE AMENDED PROTECT SOILS FROM OVERCOMPACTION. IF AMENDED SOILS BECOME OVERCOMPACTED MEN RESTORE AT NO ADDITIONAL COST i0 OWNER. 12. FINISHED GRADING, FINE GRADE BENDS TO CONTOUR LINES AND GRADES SHOWN ON WINNING, 1/4" BELOW THE LEVEL OF ADJACENT WALLS, WALKS AND CURBS UNLESS NOTES OTHERWISE. ALLOW ROOM IN PLANT BEDS, COORDINATE NM LANDSCAPING PLANS FINE FINISH TOPSOIL TO MAKE SMOOTH AND EVEN AND REMOVING ALL EXTRANEOUS MATTER. /� LITCHFIELD ENGINEERING T rf-IFT1 0 BEST AVE UE NE FN TV l/�/��L/J,'irkland Washingto 034 21-6039 Fax 142 1821-ST39 Coppi9M © 2000 Litchfield Engineering. Inc. All rights reserved AVE APPLE PAVEMENT ) �A s r e �.P11 M A PALLOSIMENT �DON INDEX RATING A70 AT Bn TIE Ell PARENT 11 THAT LANE, ARIT MIX DEPTH 3PH ASSET SEED PRE me EXISTING AMONG OFTHE REAM Plx an ST. AM.. LIMIT is wurtR. mKCAMARA m AS ®��ew SHALL Rr was y AGe ARM SArw Ell"" TMER ANG ix xG us.P:: REAM s. muxssz mu AT THAT OF TIE AGING PARNENI4GDw wo 1ND Cn¢iasE VAR .. MAPS" I .� MI LEE REMOVED ANN Il WE TV ASHCHAR SHALL BE PLARNEG CH REMOVING OF WEIGN xUN MEN 11 ONE •..rzn.-:a:.w .w Sa IF MM DRAIN MEN THE SrcwAN MIT EVER CAME sau BE AFEREATHARCH FARM CHAMBER MIT 10 CWM101 1111 AN I NEVO HE z.AxGAim Aux PLO . 5 ay AY AN vE.0 rur. EW DmAl 9[WAU RAMP Me BE PDPRE O omm _r I Pn DIDPAO_ CRY OF RENTON CONSTRUCTION SEQUENCE SCHEDULE (PLEBS ) A. CONDUCT PRE -CONSTRUCTION MEETING. B. FLAG OR FENCE CLEARING LIMITS. C. POST SIGN NM NAME AND PHONE NUMBER OF TESL SUPERVISOR. D. INSTALL CATCH BASIN PROTECTION IF REQUIRED. E. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). F. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). G. CONSTRUCT SEDIMENT PONDS AND MAPS (IF NEEDED) NOT ANTICIPATED. H. GRADE AND STABILIZE CONSTRUCTION ROADS. I. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. K. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SIZE CONDITIONS CHANGE. THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH ME CITY TESC MINIMUM REQUIREMENTS. L. COVER ALL AREAS WITHIN ME SPECIFIED TIME FRAME WIN STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT M. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN ] DAYS. N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, 0. UPON COMPLETION OF TIE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. PLABLUCHIMORKS MPAm Exr uTO1 RA51x Ix5ERT pq2 •uUs/zerzov FIT I FRI WATER MING, THE N. FELL PLAT MEAN PROPLAY MATTER .111 HER NAME Al nC�ARY TOM (KEPT NAME THE PROBLEM RENCH INITIAL Z MR MARC OR MOM AP MALL APRIL RAM COST MAINTAIN, LL I L FOR THAI OF .1 Au 11 SEE `oDB<m.e r m'.a mu':.iTu"a TIME AVdk - W HER III I Lw B- POST-CONSTRUCTION SOL QUALITY & DEPTH NOTES(NDOE BMP MEET) 1, SOIL RETENTION. RETAIN, IN AN UNDISTURBED STATE, THE DUFF LATER AND NATIVE TOPSOIL TO ME MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE TIE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED. CONTROLLED AREA. NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SIZE WHERE FEASIBLE. 2, SOIL QUALITY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE. INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: A. TOPSOIL LAYER NTH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY NIGHT IN PLANTING BEDS. AND 5% ORGANIC MATTER CONTENT IN TURF AREAS. AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. TIE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT ME DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES MEN SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS. WHERE FEASIBLE. B. MULCH PLANING BEDS WTH 2 INCHES OF ORGANIC MATERIAL C. USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS: 1. THE ORGANIC CONTENT FOR PRE -APPROVED AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP 17.30: BIORETENTION CELLS, SWALES, AND PLANTER BOXES, WITH ME EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% ROSOLIDS OR MANURE. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 40% TO 65%. AND A CARBON TO NITROGEN RATIO BELOW 25:1, TIE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35.1 FOR PLANINGS COMPOSED ENTIRELY OF PLANTS NAIVE TO TIE PUGET SOUND LOWLANDS REGION. 2. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSED MATERIAL MEETING (A.) ABOVE: OR OTHER ORGANIC MATERIALS AMENDED TO MEET ME CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-B. TESTING PARAMETERS. IN WAC 173-350-220. TIE RESULTING SOIL SHOULD BE CONDUCIVE TO ME TYPE OF VEGETATION TO BE ESTABLISHED. 3. IMPLEMENTATION OPTIONS: ME SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW: 1. LEAVE UNDISTURBED NAIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT PRE -APPROVED" RATES. OR AT CUSTOM CALCULATED RAZES BASED ON TESTS OF TIE SOIL AND AMENDMENT 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TO MEET ME ORGANIC MATTER OR DEPTH REQUIREMENTS. EIMER AT A DEFAULT PRE -APPROVED RAZE OR AT A CUSTOM CALCULATED RATE. 4. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET ME REQUIREMENTS. MORE TUN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF ME SAME SITE. SOIL MAT ALREADY MEETS ME DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. LRsvm M•,FAS NOTED Rizo rDD Ew/1°BE DATUM CITY OF O E N iO N f� L V V RENTON Planning/Building/Public Works Dept. CIVIL CONSMUC70N PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL mw KAL CONSTRUCTION PLAN REMSIOOMMENT ONNER SUBMITTAL KAL 19-26-20 KAL REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuBx KAL CONSTRUCTION PLAN LIST CITY SUBMITTAL KAL 3-21-19 KAL AN-NINFACH KALI IF NOT ONE INCH g'L` AC0fl0X LY REVISION BY DATE APPR ��., CRY OF RENTON TESC NOTES (9/2015) L BEFORE ANY CONSTRUCTION OR DEVELOPMENT AGTIMtt OCCURS. A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ME WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORIEWATER GENERAL PERMIT. IF IT IS REQUIRED FOR ME PROJECT. TIE APPLICANT SHALL PROVIDE ME CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH ME CONSTRUCTION STDRMWATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE 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. [AVE. 4. THE BOUNDARIES OF THE CLEARINGLIMITS, SENSITIVE AREAS AND MEEK BUFFERS, AND AREAS I0 OF VEGETATION PRESERVATTONAND ANDD TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL 00 BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD NTH APPENDIX D THE CITY OF A (RENTONOE SURFACE WATER DESIGN MANUAL SWDXPANCE PRIOR ION.RENTON CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE T O DISTURBANCE TO THE START OF O LNG SHALL BEYOND ME CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED O BY THE APPLICANT/ ESC SUPERVISOR FOR DURATION OFT UGINNI S STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLEDTHE L AT THE BEGINNING OF IFFEEFFES THE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, N SUCH AS CONSTRUCTED EEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE U THAT ALL PAARE AREAS ARE KEPT CLEAN AND TRACKOUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR DURATION OF ME PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING NET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STALE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE MUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. C Z ALL REQUIRED ESC SHALL CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING TION ANDIN OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A CONDITION UNTIL SUCH TIME THAT CLEARING AND. CONSTRUCTION IS H I COMPLETE AN ALL COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. TIE IMPLEMENTATION, MAINTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. M 8, ANY HAZARDOUS MATERIALS OR LIQUIDPRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE III RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED BE MINIMUM REQUIREMENTS TO C) O . CONSTRUCTION MEET ANIICIPATIT SIZE CONDITIONS. AS O AND UNEXPECTED OR O LPROGRESSES SEASONAL DICTATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL O ARY T ES BE NECESSARY ENSURE COMPLETE SILTATION CONTROL ON TIE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BEME OBLIGATION AND RESPONSIBILITY OF ME ST APPLICANT TO ADDRESS ANY NEW CONDIDI TIONS THAT MAY BE CREATED BY ME AS AND MAY TO PROVIDE ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY N ABE PROTECT I NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. R DOES NOT CONSISTS AN APPROVAL OF STORM Q DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESMICTORS, CHANNELS, OR SiORMWAIER FACILITIES. J 11. ANY DEPPLATERING SYSTEM NECESSARY FOR CONSTRUCTION OF STORMWAffiR FACNIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12, ANY AREAS OF EXPOSED SOILS,INCLUDING NG ROADWAY EMBANKMENTS, THAT WILL NOT BE ME OR DISTURBED FOR RING DAYS DURING THE NET SEASON (OCTOBER LIST THROUGH APRIL SEVEN DAYS DURING THE DRY SEASON ( MAY EST THROUGH SEPTEM(ER 30M) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS L SEEDING, MULCHING, WITH APPENDIX D OF THE SWDM. PLASTIC COVERING, ETC.) IN E RENTON 13. NTS APPLY BETWEEN SEASON ESC REQUIREMENTS APPLY i0 ALL CONSTRUCTION SITES BETWEEN OCTOBER LIST ANETND AND APRIL UNLESS OTHERWISE APPROVE, BY THE CITY, 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE NEEDING ADDRESSED WITHIN SEVEN DAYS. 16. THE ESC BMPS ON INACTIVEE SITES INSPECTED AND MAINTAINED AT A MINIMUM OF SITES SHALL OP WI ONCE A MONTH OR THIN 26 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THEE CITY. CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION CATCH BASIN INSERTS PER ME CITY ALL STANDARD PLAN 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS OPE AND R S OF OFF THAT WITHIN 500 FEET A DESERTED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET E CONVEYED TO A SEDIMENT POND TRAP. ALL CATCH BASIN INSERTS SHALL CWILL I SS BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. D. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINESNES SHALL BE CLEANED PRIOR PAVING . THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNIN STREAM SYS 16. ANTNY PERMANENT STDRMWATER FACILITY LOCATION USED AS A TEMPORARY BASIN ADEQUATE TOR SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEOVAM STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE TEMPORARY FACILITY SHALL ROUGH GRADE, SO TEAT ME BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF TIE PERMANENT AGILITY 19. AREAS DESIGNATED ON SHE PLAN( EXISTING STDRMWATER FACILITIES OR ON - PERMEABLE PAVEMENT, ETC.) SHALL CLEARLY T TION, PER ( AMENDED SOBS, BIOREIENME FENBMPS T TI CENSER AND PROTECTED USING ESC BMPS i0 AVOID SEDIMENTATION AND COMPACTION DURING 20. PRIOR TO THE BEGINNING OF THE NET SEASON 1ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO PR WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR BE SODDED .DIST R THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE NET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR RENEW. B 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE. THE PROJECT SHE SHALL STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT ALLLL ESC BMPS SHALL BE REMOVED, AND STDRMWATER CONVEYANCE SYSTEMS. FACILITIES, AND SHE BMPS SHALL BE AREA ME PROJECT RESTORE, TO THEIR FULLY CONDITION. ALL DISTURBED AREAS ORFUNCTIONING HERWI I SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED ORSEEDED AND MULCHED TO ENSURE MAT Si COVER WILL DEVELOP SHORTLY AFTER FINAL ADEQUATE AL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPE, BEFORE O1ST 22. ROCKERIES ARE CONSIDERED TOO BE BE AMET OF BANK STABILIZATION AND EROSION CONTROL. CONSTRUCTED AS RETAINING WALLS. ALL ROCKERIES ROCKERIES SHALL NOT BE SE TO S IN CITY ROAD RIGHTS- OF -WAY AT SHALLHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROOKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WM ME INTERNATIONAL BUILDING CODE. L TO DECREASE THE EXPOSED SUL AREAS, CONTRACTOR TO MAINTAIN EXISTING VEGETATION TO TIE MAXIMUM EXTENT POSSIBLE. 2. CONTRACTOR TO POWER BROW RIGHT OF WAY PAVEMENT WHEN NECESSARY AND AT THE END OF EACH WORK DAY. KEEP CLEAN OF ALL MUD AND DEBRIS. Q J C_ I - IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O DEVELOPMENT ENGINEERING O msippo 06/25/2021 (D Z 0 Z J NEED GREENS LANDING SHORT PLAT U) 5008 NE 2ND STREET FIELDEPOOKIMEN Z LU w9 CITY OF RENTON STANDARD DETAILS NEC SHIPME. On 16 C�'3 R-418309