1302 SE EVERETT MALL WAY 1 2023 TRADER JOES Plans 2025-04-08

GENERAL NOTES CITY OF EVERETT ESC STANDARD NOTES SUPPLEMENTAL ESC NOTES ELECTRONIC INFORMATION TRANSFER AGREEMENT(EITA) 1. UNLESS OTHERWISE INDICATED, ALL WORK SHALL CONFORM TO THE 2021 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR PERMITTING AGENCY'S AN AUTOCAD® CIVIL 3D® 2020 FILE (FOR THE SOLE PURPOSE OF 2D HORIZONTAL EVERETT SHOPS WASHINMUNICIPAL STATE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND (.G CONSTITUTE IEANDLOCATIONROFAL OF ROADS,ERMANENT ROAD OR PPES, RESTRICTORSDCHANNELSRAINAGE ESIGN APPROVA(SWPPP)LTHE CONSTRUCTION HALLSBE MWATER PREPAREDOINLUTION ACCORDANCEIPREVENTION PLAN LAYROOJE T'SILL BE CONSTRUCTIONDTHEE AUTOCAD TO THE TFI ETOR WILLT THE PROVIDE FIORING OF THE HORIZONTAL REDEVELOPMENT MUNICIPAL CONSTRUCTION AND THE STANDARD PLANS. A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. RETENTION FACILITIES, UTILITIES). WASHINGTON STATE DEPARTMENT OF ECOLOGY REQUIREMENTS FOR LAYOUT OF CIVIL UTILITIES (STORM, SEWER, AND WATER), GRADING CONTOURS, COMPLIANCE WITH WASHINGTON STATE WATER QUALITY STANDARDS AND L City of Everett Permit Review 2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER STRIPING, LANDSCAPING, AND SPOT ELEVATIONS AND/OR PAVING EXTENTS (WALKS, EVERETT Status:Approved 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, LAWS. THE REQUIREMENTS FOR THE SWPPP ARE AS OUTLINED IN DRIVES, CURBS) SHOWN ON PLAN VIEW OF THE CIVIL AND LANDSCAPE DRAWINGS. CONSTRUCTION IS IN PROGRESS. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS ECOLOGY'S NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM AND 08/05/2023 11:15:25AM THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL STATE WASTE DISCHARGE GENERAL PERMIT FOR STORMWATER DISCHARGES PRIOR TO RELEASE T FILE, CONTRACTOR WILL REQUIRED TO SIGN AN 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK WITHIN CONSTRUCTION IS COMPLETED AND APPROVED AND ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ELECTRONIC INFORMATTIONN TRANSFER FER AGREEMENT (EITA) FORM FROM MIG. PLEASE THE PUBLIC RIGHT-OF-WAY. SUBMIT REQUEST FOR MIG'S EITA FORM THROUGH THE OWNER'S PROJECT CONTACT VEGETATION/LANDSCAPING IS ESTABLISHED. 2. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED ESTABLISHED FOR THE JOB. OWNER'S PROJECT CONTACT WILL THEN NOTIFY MIG'S 4. PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PROJECT MANAGER FOR A COPY OF THE EITA FORM. AFTER MIG HAS RECEIVED THE 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL ARE DAMAGED BY NEW CONSTRUCTION IN PUBLIC RIGHT SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING PRIOR TO LEAVING THE SITE. IN THE EVENT OF FAILURE OF THE EROSION SIGNED EITA FORM, ALLOW UP TO SEVEN (7) BUSINESS DAYS FOR PREPARATION OF BE REPAIRED AS REQUIRED BY THE CITY OF EVERETT INSPECTOR. TOR. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED THE FILE BY MIG. IF DISCREPANCIES ARE OBSERVED BETWEEN THE AUTOCAD FILE CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES PROVIDED AND INFORMATION SHOWN ON THE HARD COPY OF THE CONSTRUCTION 5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT DISPATCHER I. TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF TO CORRECT THE SITUATION, AND VACUUM STREET SWEEPING SHALL BE DOCUMENTS, NOTIFY PROJECT CONTACT BY SUBMITTING A RFEMPLOYED ON AN EMERGENCY BASIS. IF VACUUM STREET SWEEPING INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER CONSTRUCTION. VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE DISPATCHER REMOVES THE SEDIMENT FROM THE PAVEMENT. WASHING OF THE STREETS PRE-CONSTRUCTION MEETING OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN WILL NOT BE ALLOWED WITHOUT PRIOR CITY OF EVERETT APPROVAL. WORK. CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER AND ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF EVERETT. ALL TESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT 6. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE 3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE OWNER'S PROFESSIONAL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND APPLICABLE WATER QUALITY STANDARDS. PRACTICES LISTED IN CITY OF EVERETT STANDARDS. ENGINEERING CONSULTANTS OF THE PRE-CONSTRUCTION MEETING TIME AND LOCATION. IF A PRE-CONSTRUCTION MEETING IS NOT REQUIRED, A FIRST UTILITIES LOCATOR SERVICE (1-800-424-5555) AT LEAST 72 HOURS 4. NO SEDIMENT SHALL BE ALLOWED TO ENTER ANY CATCH BASIN WITHIN GROUND DISTURBANCE MEETING IS REQUIRED PRIOR TO ANY CONSTRUCTION PRIOR TO CONSTRUCTION. 5. THE ESC FACILITIES SHOWN THIS PLAN ARE THE MINIMUM THE SITE, OR ADJACENT PROPERTIES. IN THE EVENT OF A FAILURE OF REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS THE TESC PLAN THAT RESULTS IN SEDIMENT ENTERING A CATCH BASIN, ACTIVITY. 7. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAINTENANCE HOLE RIMS, NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT THE CONTRACTOR SHALL REMOVE ALL SUCH SEDIMENT IMMEDIATELY. DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. SUPPLEMENTAL SEWER AND DRAINAGE NOTES B R I X T O N STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY THE 5. DISTURBED SOILS THAT ARE EXPOSED TO SURFACE RUNOFF SHALL BE IMPROVEMENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY STABILIZED WITH TESC MEASURES AS DIRECTED BY THE CITY OF EVERETT 1. UNLESS NOTED OTHERWISE ON PLANS, PIPE MATERIALS FOR SANITARY SIDE THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, INSPECTOR. SEWER (SSS) AND SERVICE DRAIN (SD) SHALL BE PVC PIPE AND FITTINGS 8. UTILITY SERVICE CONNECTIONS ARE TO BE PRIVATELY MAINTAINED. ESPECIALLY AFTER STORM EVENTS. PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINTS. 9. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS REQUIRED 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 2. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSH-ON RI EARTHWORK AND GRADING NOTES JOINTS. FITTINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE PER ANSI THE CITY OF EVERETT INSPECTOR FOR WORK WITHIN THE PUBLIC MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS RIGHT-OF-WAY. FOLLOWING A MAJOR STORM EVENT. A21.10 OR ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL 1. NONCOMPLIANCE WITH EROSION CONTROL REQUIREMENTS, WATER QUALITY JOINT PIPE AND FITTINGS SHALL BE DUCTILE. 119 PINE STREET,SUITE 400 10.BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET CITY OF REQUIREMENTS, AND CLEARING LIMITS MAY RESULT IN REVOCATION OF SEATTLE, WA 98101 EVERETT STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO PROJECT PERMITS, PLAN APPROVAL, AND BOND FORECLOSURES. ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND 3. PIPES WITH LESS THAN 18" COVER SHALL BE DUCTILE IRON PIPE. ROOF T 206.223.0326 OF EVERETT. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 2 DOWNSPOUT TIGHTLINES AND BUILDING FOOTING DRAINS ARE EXCEPTIONS www.migcom.com OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE . PRIOR TO ANY WORK INCLUDING GROUND DISTURBANCE, THE CONTRACTOR TO THIS REQUIREMENT AND MAY HAVE A MINIMUM OF 12 INCHES OF RIGHT-OF-WAY WAY WILL BE ACCOMPLISHED BY REPRESENTATIVES OF CITY OF MEETING. 11.INSPECTION AND ACCEPTANCE OF ALL WORK IN PUBLIC STREET DOWNSTREAM SYSTEM. SHALL CONTACT CITY OF EVERETT TO SCHEDULE APRE-CONSTRUCTION COVER UNLESS NOTED OTHERWISE ON PLANS. EVERETT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE PHASE 1 PERMIT 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE 4. BEDDING FOR PIPES AND STRUCTURES SHALL BE IN ACCORDANCE WITH AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE 3. PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES DEMOLITION, OR BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE CITY OF EVERETT STANDARDS AND SPECIFICATIONS. BEDDING MATERIAL FOR NOTICE. THE INSPECTOR MAY REQUIRE RECONSTRUCTION OF ITEMS THAT GRADING THE SITE), CLEARING LIMITS SHALL BE LOCATED AND FIELD PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PVC PIPE SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DO NOT MEET CITY OF EVERETT STANDARDS OR THAT WERE CONSTRUCTED PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. IDENTIFIED BY THE CONTRACTOR'S SURVEYOR. DENSITY AS MEASURED BY ASTM D-698. *" En WITHOUT INSPECTION. ANY RECONSTRUCTION SHALL BE AT CONTRACTOR'SEXPENSE. 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE 4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF 5. TEES ON NEW PIPE LESS THAN 24" DIAMETER SHALL BE PREFABRICATED.DEBRIS AND SEDIMENT TRACKED OFF THE SITE. EVERETT STANDARDS. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES rn 12.CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR ANY EXISTING UTILITY SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE CONNECTION. LINES AND/OR WITHIN TREE CRITICAL ROOT ZONES. 11.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM 5. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 15TH ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. IF BMPS AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31ST AND 6. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS 13.THE CONTRACTOR SHALL SUBMIT CONSTRUCTION HAUL ROUTES TO CITY OF FAIL AND SEDIMENT-LADEN WATER IS LEAVING THE SITE, IMMEDIATELY APRIL 1ST UNLESS CONTRACTOR HAS OBTAINED WRITTEN APPROVAL BY SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE s EVERETT PRIOR TO CONSTRUCTION. NOTIFY YOUR PUBLIC WORKS INSPECTOR. CITY OF EVERETT. OF 50% UNLESS OTHERWISE INDICATED ON THE PLANS. 12.BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR 6. MATCH EXISTING GRADES AT EDGE CONDITIONS AND PROVIDE SMOOTH 7. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH TRANSITION. RECONNECTED AS APPROVED BY THE CITY OF EVERETT INSPECTOR. APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH 7, SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING SEPTEMBER 30. FOR AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS NOTED 8. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR OTHERWISE UNDER THE NEW UTILITY AS APPROVED BY THE CITY OF EVERETT . 13.NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR INSPECTOR. DATE: JANUARY 18 2023 TO DEWATERING ACTIVITIES. HANDLE HIGHLY TURBID OR OTHERWISE 8• UNLESS INDICATED OTHERWISE, THE EARTHWORK OPERATION SHALL AMEND CONTAMINATED DEWATERING WATER SEPARATELY FROM STORMWATER. THE SOILS FOR NON-PAVED AREAS WITH THE FOLLOWING MINIMUM: TILL 9• WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, REVISIONS: COMPOST (MINIMUM 3-INCHES FOR LANDSCAPE AREAS AND 1.75-INCHES POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION BETWEEN Oq/19/2023 PW2301-012 Revisions 14.THE APPROVED PROJECT PUBLIC WORKS PERMIT AND SWPPP SHALL BE THE UTILITIES. RETAINED ON SITE OR READILY AVAILABLE TO THE CONTRACTOR FOR LAWN AREAS) INTO THE TOP 8 INCHES OF NON-STRUCTURAL FILL 2 07/13/2023 PW2301-012 Revisions THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. AND NATIVE SOILS AND SCARIFY SUBSOIL 4 INCHES BELOW COMPOST 10. PROVIDE SWEEPING TEES OR WYES AT ALL PIPE TO PIPE CONNECTION AMENDED LAYER (12" BELOW SOIL SURFACE). ONCE SOILS ARE AMENDED LOCATIONS. 15.DESIGN, INSTALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION PROTECT SOILS FROM OVERCOMPACTION. IF AMENDED SOILS BECOME PREVENTION MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS. OVERCOMPACTED THEN RESTORE AT NO ADDITIONAL COST TO OWNER. 11. ADJUST RIM ELEVATION OF CATCH BASINS, AREA DRAINS AND CLEANOUT CASTINGS TO MATCH SURROUNDING GRADES, UNLESS OTHERWISE NOTED. 16.PROTECT ALL LID BMPS FROM SEDIMENTATION THROUGH INSTALLATION AND 9. FINISHED GRADING. FINE GRADE LANDSCAPE BEDS TO CONTOUR LINES MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS ON PORTIONS AND GRADES SHOWN ON DRAWINGS, 1/4" BELOW THE LEVEL OF 12. COORDINATE CONNECTION OF SANITARY SIDE SEWER WITH MECHANICAL OF THE SITE THAT DRAIN INTO THE LID BMPS. ADJACENT WALLS, WALKS AND CURBS UNLESS NOTED OTHERWISE. ALLOW PLANS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. ROOM IN PLANT BEDS FOR MULCH AND OTHER LANDSCAPE MATERIALS - COORDINATE WITH LANDSCAPING PLANS. FINE GRADE SOIL TO MAKE SMOOTH AND EVEN FINISH GRADE AND REMOVE ALL EXTRANEOUS MATTER. s 3 DRAWN BY: MK SS JZ 3 CHECKED BY: MD JOB NO.: 15205 Sl GENERAL NOTES SHEET NO.: C0.2