3315 BROADWAY HOPEWORKS STATION 2 2026-01-02

1 2 3 4 5 6 7 a: WATER NOTES GENERAL CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL NOTES tt A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION 1. CONTRACTOR SHALL PROVIDE ALL MATERIALS,LABOR AND EQUIPMENT TO CONSTRUCT AND INSTALL,THE DESIGN SHOWN,AS W O $() DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL DETAILED OR CALLED OUT IN THESE PLANS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE GENERAL EROSION CONTROL NOTES W W A TEST RESULTS. PROVISIONS AND REQUIREMENTS OF THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR z•_�( DEVELOPMENT. 1. AN EROSION/SEDIMENTATION CONTROL(ESC)PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE ESC PLAN,AND C H B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS DEPARTMENT AT THE CONSTRUCTION,MAINTENANCE,AND UPGRADING OF THE ESC FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL ¢ a N DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR 2. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES. APPEARANCE ON THESE CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY OF EVERETT,OR UNTIL VEGETATION IS ESTABLISHED THROUGHOUT THE EACH CONNECTION. THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE PLANS,HOWEVER,DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE SITE,AND ACCEPTED BY THE CITY OF EVERETT. m w L CONNECTION SHALL BE MADE. UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO 8IIllow LOCATE AND PROTECT ALL EXISTING UTILITIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT,PRIOR TO EXCAVATION IN 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OF THE PROPOSED ROAD,STORM DRAINAGE,GRADING OR ¢o m C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS OR UTILITY DESIGN ELEMENTS SHOWN ON THE ESC PLAN. a () COMPANIES AND OTHER OWNERS WHICH MAY HAVE EXISTING FACILITIES AND TO DISCUSS THEIR PROTECTION. D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUCTION. THE CITY OF 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE CONDITIONS. EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF 3. THIS PLAN MAY NOT SHOW ALL EXISTING UTILITIES.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.PRIOR TO THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY,AND SHALL MAINTAIN AND UPGRADE THESE CONSTRUCTION. CONSTRUCTION,THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES.CALL THE UNDERGROUND MEASURES AS NECESSARY TO PREVENT SEDIMENT-LADEN WATER FROM EITHER FLOWING OFF SITE,OR INTO NEW/EXISTING STORM UTILITY LOCATION SERVICE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION.ANY CONFLICTING UTILITIES SHALL BE DRAINAGE FACILITIES. O 80+ E. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES. N• WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL LOCATIONS USED TO co, 4. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE ENTER OR EXIT THE PROJECT SITE. B F. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN POTABLE AND CONTRACTOR AT THE JOB SITE DURING ALL WORKING HOURS. NON-POTABLE CONVEYANCE SYSTEMS. 5. ANY DISTURBED AREAS,EXCEPT FOR POND BOTTOM AND SLOPES,WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS AND NOT 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S)IN ACCORDANCE WITH THE MANUAL UNIFORM TRAFFIC CONTROL INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING GRASS SUCH AS ANNUAL RYE,OR G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT PERSONNEL ONLY.ALL VALVES,NEW DEVICES(MUTCO)AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC,A TRAFFIC PLAN SHALL BE PREPARED AND APPROVED EQUAL AT A RATE OF 60 LBS./ACRE. AND EXISTING,SHALL BE ACCESSIBLE AT ALL TIMES. SUBMITTED TO THE CITY OF EVERETT FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL i 1. THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT WILL CUT IN TWO NEW LINE VALVES ON THE EXISTING 6"MAIN TO IS IN PLACE. 6. GRADED POND AREAS,WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS,SHALL HAVE A MULCH APPLIED AT A RATE OF TWO ih FACILITATE OPEN CUT EXCAVATION. THOUSAND POUNDS PER ACRE. MULCH SHALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY PROCESSED AS A HYDROSEEDING 6. ALL TESTING TO BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND MULCH AND CONTAINING NO GROWTH OR GERMINATION INHIBITING FACTORS. IF POND CONSTRUCTION HAS BEEN COMPLETED, SPECIFICATIONS FOR DEVELOPMENT. INCLUDING DRAINAGE STRUCTURES AND HAVE RECEIVED FINAL INSPECTION APPROVAL,THEY SHALL BE HYDROSEEDED. BASED 2. THE CONTRACTOR SHALL REMOVED THE EXISTING WATER MAIN ALONG THE PROPERTY FRONTAGE AND PROCEED WITH UPON DIRECTION FROM THE INSPECTOR, A TACKFIER MAY BE REQUIRED. f f EXCAVATION. 7. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEER WITH RECORD DRAWINGS PRIOR TO FINAL APPROVAL ALL ^ ^' DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF THE CONSTRUCTION INCLUDING LOCATIONS,INVERTS, 7. DUST CONTROL, AN APPROVED METHOD OF DUST CONTROL,MEETING THE REQUIREMENTS OF LOCAL REGULATIONS,SHALL BE `" "' "'• < 3. THE CONTRACTOR WILL INSTALL NEW B"CL 52 D.I.WATER MAIN AND APPURTENANCES. AND DEPTHS OF UTILITIES SHOULD BE CLEARLY MARKED ON THE RECORD DRAWINGS. UTILIZED DURING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS WHICH SPILL 4. THE CONTRACTOR SHALL PROVIDE PRESSURE TESTING, DISINFECTION AND FLUSHING OF NEW WATER MAIN AND ONTO LOCAL STREETS DURING THE TRANSPORTATION OF THE EQUIPMENT. SHOULD A SPILL OCCUR,THE CONTRACTOR SHALL APPURTENANCES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT,MUD,AND OTHER CONSTRUCTION DEBRIS WHICH MAY REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED TO SET,DRY,OR BE WASHED INTO ACCUMULATE ON PAVED STREETS ADJACENT TO THE SITE AS A RESULT OF THE CONSTRUCTION ACTIVITY. CLEANING SHALL ADJACENT STORMWATER FACILITIES. C 5. THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT WILL MAKE THE FINAL CONNECTION BETWEEN NEW AND EXISTING BE ON AN"AS NEEDED"BASIS USING SWEEPING AND WATER. THE CONTRACTOR MUST PROTECT ALL EXISTING FACILITIES € WATER MAINS. FROM DIRT/DEBRIS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING AND MAINTAINING THE CONSTRUCTION STORMWATER POLLUTION Sri PREVENTION PLAN. : z 6. THE CITY OF EVERETT WATER DEPARTMENT WILL PROVIDE ESTIMATES TO THE OWNER FOR THEIR SCOPE OF WORK. 9. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION E STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT REQUIREMENTS UNLESS NOTED OTHERWISE. o i 7. TRENCHING AND BACKFILL SHALL COMPLY WITH COE DTL 326 AND 614. 10. ALL APPROVALS AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. EROSION CONTROL MAINTENANCE NOTES `'I z w ABSENCE OF THE PERMIT MAY RESULT IN AND IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THOSE ITEMS CONSTRUCTED WITHOUT THE PERMIT. 1. SEDIMENT BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RUNOFF-PRODUCING RAINFALL AND AT LEAST DAILY DURING F Q i STORM DRAINAGE NOTES 11. THE CONTRACTOR SHALL NOTIFY THE CITY OF EVERETT AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. PROLONGED RAINFALL OF 24 CONTINUOUS HOURS OR 48 HOURS IN ANY ONE WEEK. s o o m 0 0 it a a a r, 12. SCHEDULING INSPECTIONS FOR ALL PHASES OF THE WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS 2. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. TESTED,1. PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, DESIGNATED REPRESENTATIVE.FAILURE TO CALL FOR INSPECTIONS WILL RESULT IN EXCAVATING OR FURTHER TESTING TO TESTED,AND ACCEPTED BY THE CITY OF EVERETT. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RUNOFF-PRODUCING RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL ENSURE COMPLIANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR OF DEPOSITION REACHES APPROXIMATELY Y2 THE HEIGHT OF THE FILTER FABRIC BARRIER,OR%THE DEPTH OF THE CUTOFF DITCH, 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND DEVELOPMENT. OR%THE VOLUME OF THE SEDIMENT POND. D SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON THE CONSTRUCTION SITE 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE DRESSED TO g (CURRENT EDITION). AT ALL TIMES. CONFORM TO THE EXISTING GRADE,PREPARED AND HYDRO/HAND SEEDED AT THE SAME RATE AS THE POND. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 14. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF EVERETT. 91 CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 5. ALL TEMPORARY AND PERMANENT ESC PRACTICED SHALL BE MAINTAINED AND PREPARED AS NEEDED TO ASSURE CONTINUED 15. PRIOR TO BACKFILL ALL UTILITIES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF EVERETT PERFORMANCE OF THEIR INTENDED FUNCTION. ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL > •• NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR CONSTRUCTION INSPECTOR. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES $, TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S 6. ALL TEMPORARY ESC MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE gQ •m o o A RESPONSIBILITY TO NOTIFY THE CITY OF EVERETT FOR THE REQUIRED INSPECTIONS. TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND AREAS RESULTING FROM REMOVAL WITHOUT PERMISSION OF THE ENGINEER OR INSPECTOR WHICH RESULTS IN CONTAMINATION OF GRADE PRIOR TO STARTING CONSTRUCTION. 16. ALL VALVE BOXES,MANHOLE LIDS AND CATCH BASIN RIMS SHALL BE SET TO NOT CONFLICT WITH CURB LINES,SIDEWALKS STORM FACILITIES,WATERS OF THE STATE,OR ROADS SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO REMEDY. 3 OR OTHER DECORATIVE ELEMENTS UNLESS NOTED ON THE PLANS.CONTRACTOR SHALL LAY OUT CURBING BEFORE SETTING 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'DUMP NO WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET UTILITY APPURTENANCES. g SOUND,OR WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT GENERAL GRADING NOTES E GENERAL DEMOLITION NOTES 1. EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF EVERE17 DESIGN AND SEWER NOTES CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT,AND THE PROJECTS GEOTECHNICAL REPORT.ALL COMPACTION 1. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK OR OF SUBGRADES,ROCK,AND ASPHALT SHALL BE IN ACCORDANCE WITH THE CITY OF EVERETT DESIGN AND CONSTRUCTION w DISCONNECTION OF ANY SERVICES.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND THE GEOTECHNICAL RECOMMENDATIONS UNLESS SPECIFIED OTHERWISE IN _ A.ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES. THESE PLANS. x SPECIFICATIONS. Q 2. ALL VACATED UTILITIES INCLUDING BUT NOT LIMITED TO STORM SEWER,SANITARY SEWER AND WATERMAINS SHALL BE 2. ALL FINISHED GRADING ELEVATIONS SHALL MATCH EX.ELEVATIONS AT THE SITE'S BOUNDARY,EXCEPT AS SHOWN OTHERWISE ON '? B.NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN COMPLETELY REMOVED FROM THE GROUND UNLESS OTHERWISE SPECIFIED. THESE PLANS. WHERE CONFLICTS EXIST,THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO V' } TESTED,INSPECTED,AND APPROVED BY THE CITY INSPECTOR. PROCEEDING. 0 3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE,INCLUDING BUT C.APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR NOT LIMITED TO GAS,ELECTRICAL,TELEPHONE LINES,WATER,SANITARY AND STORM SEWER LINES. 3. GRADING: ALL GRADING SHALL BE LIMITED TO THE AREAS IDENTIFIED IN THE GRADING PLAN AND SHALL NOT INFRINGE ON /V CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ADJACENT OWNERSHIPS. LJ_ .o ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE 4. NO EXISTING UTILITY,STRUCTURES OR UNDERGROUND IMPROVEMENT SHALL BE ABANDONED IN PLACE WITHOUT THE WRITTEN O Q CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE PERMISSION OF THE ENGINEER,OWNER AND GOVERNING AGENCY. 4. SOIL CUT SLOPES SHALL NOT EXCEED THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. \l w LE 5. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REQUIREMENTS. THE 5. ALL CURB AND GUTTER,STREET GRADES,AND ANY OTHER VERTICAL AND OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN O F D.ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO HAZARDOUS ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. MATERIALS,DISPOSAL,AND HOURS OF OPERATION. W of W 6. FORM AND SUBGRADE INSPECTION BY THE INSPECTOR IS REQUIRED BEFORE POURING THE CONCRETE CURB.TWENTY-FOUR HOURS in 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL PERMITS IS NOTICE IS REQUIRED FOR FORM INSPECTION. THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONTRACT. O Lo W 7. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF GROUND WATER OR EVIDENCE OF GROUND WATER IS 0 7. ALL EROSION CONTROL MEASURES DESIGNATED FOR THE SITE SHALL BE IN PLACE PRIOR TO THE START OF ANY DEMOLITION ENCOUNTERED. ACTIVITIES. a 8. WHERE NEW ASPHALT JOINS EXISTING,THE EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED WITH 8. ANY CONDITIONS WHICH MAY BE UNCOVERED DURING THE PROCESS OF DEMOLITION SHALL BE BROUGHT TO THE ATTENTION OF ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE'NTH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD " OWNER,DEVELOPER AND ENGINEER IMMEDIATELY. SPECIFICATIONS.THE NEW ASPHALT SHALL BE FEATHERED BACK OVER THE EXISTING TO PROVIDE FOR A SEAL AT THE SAWCUT LOCATION AND THE JOINT SEALED WITH GRADE AR-40OW PAVING ASPHALT. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF DEMOLITION REQUIRED,PRIOR TO SUBMISSION OF A BID. �+�' a g v o 10. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES. F G 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE SHALL NOT BE 0 E<.2 PERMITTED. NO DEBRIS INCLUDING CONCRETE OR ASPHALT MAY BE PLACED IN ANY FILL AREA. COORDINATION WITH THE " GEOTECHNICAL ENGINEER IS REQUIRED PRIOR TO PLACEMENT. v e o SHEET TITLE: 0 o E 12. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF DEMOLITION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE GENERAL NOTES o€a DAMAGED PARTY. 13. DURING THE COURSE OF DEMOLITION,THE CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY UNDERGROUND SERVICE ALERT SAFETY MEASURES AS NECESSARY. ONE-CALL NUMBER oEU _o (800)424-5555 SHEET N0. g E CALL TWO BUSINESS DAYS C 0 0 2 OBEFORE YOU DIG SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.