Drawings 18137.pdf

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FILE NAME: C:\Users\tony.donovan\OneDrive - Wood PLC\AMCO Flynn\Sheets\G-001 COVER SHEET.dwg PLOT DATE: Tue, 29 Jun 2021 PLOT TIME: 1:32 PM

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BROWN STREET

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HOWARD STREET

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BLACK RIVER

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WARD STREET

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AMCO #1209 SITE

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DRAWING TITLE

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DRAWING INDEX

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INCLUDED THIS SUBMITTAL

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DISCIPLINE NUMBER

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SHEET NUMBER

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COVER SHEET

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LEGEND AND ABBREVIATIONS

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RESTORATION PLAN

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SCALE IN FEET

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AutoCAD SHX Text AMCO #1209 SITE FINAL DESIGN DRAWINGS MICHIGAN DEPARTMENT OF ENVIRONMENT GREAT LAKES AND ENERGY (EGLE) CITY OF CROSWELL, MICHIGAN JUNE 2021

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SCALE IN FEET

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SITE MAP

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LOCUS MAP

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SEQUENTIAL PANEL EXCAVATION DETAILS

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EXISTING CONDITIONS PLAN

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CIVIL DETAILS

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UTILITY DETAILS

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UTILITY RELOCATION PLAN

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SITE LAYOUT AND SOIL EROSION AND SEDIMENT CONTROL PLAN

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EXCAVATION PLAN AND PROFILE

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GENERAL NOTES

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SHEET PILE PROFILE

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SOIL EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

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PHASED EXCAVATION DETAILS

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FILE NAME: C:\Users\tony.donovan\OneDrive - Wood PLC\AMCO Flynn\Sheets\G-002 LEGEND AND ABBREVIATIONS.dwg PLOT DATE: Tue, 29 Jun 2021 PLOT TIME: 2:08 PM

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EXISTING

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PLAN LEGEND

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PROPOSED

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ABBREVIATIONS

AutoCAD SHX Text AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ACSM AMERICAN CONGRESS ON SURVEY & AMERICAN CONGRESS ON SURVEY & MAPPING ALTA AMERICAN LAND TITLE ASSOCIATION AMERICAN LAND TITLE ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND AMERICAN SOCIETY FOR TESTING AND MATERIALS AVG AVERAGE AVERAGE AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION BGS BELOW GROUND SURFACE BELOW GROUND SURFACE CI CAST IRON CAST IRON CLR CLEAR CLEAR CENTER LINE CENTER LINE CON CONCRETE CONCRETE CS CARBON STEEL CARBON STEEL CWTP CONSTRUCTION WATER TREATMENT PLANT CONSTRUCTION WATER TREATMENT PLANT DI DUCTILE IRON DUCTILE IRON DOT DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION E ELECTRICAL ELECTRICAL EF EFFLUENT EFFLUENT EGLE ENVIRONMENT GREAT LAKES AND ENERGY ENVIRONMENT GREAT LAKES AND ENERGY ELEV ELEVATION ELEVATION EW EACH WAY EACH WAY EX EXISTING EXISTING F FILTER FILTER F/O FIBER OPTICAL LINE FIBER OPTICAL LINE FE FLOW ELEMENT FLOW ELEMENT FF FINISHED FLOOR FINISHED FLOOR FM FORCE MAIN FORCE MAIN FS FILTER SOCK FILTER SOCK FT FEET FEET GR GRADE ELEVATION GRADE ELEVATION GW GROUND WATER GROUND WATER HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HP HIGH POINT HIGH POINT INST INSTRUMENTATION INSTRUMENTATION INV INVERT INVERT LP LOW POINT LOW POINT LS LEVEL SWITCH LEVEL SWITCH MPT MALE PIPE THREAD MALE PIPE THREAD MIN MINIMUM MINIMUM MAX MAXIMUM MAXIMUM MW MONITORING WELL MONITORING WELL NAVD NORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NTS NOT TO SCALE NOT TO SCALE O/C ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER P PUMP PUMP PCCP PRECAST CONCRETE CYLINDER PIPE PRECAST CONCRETE CYLINDER PIPE PI PRESSURE INDICATOR PRESSURE INDICATOR PSE&G PUBLIC SERVICE ELECTRIC & GAS PUBLIC SERVICE ELECTRIC & GAS PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RIM RIM ELEVATION RIM ELEVATION R.O.W. RIGHT OF WAY RIGHT OF WAY S SANITARY SEWER SANITARY SEWER SCB SOIL CEMENT BENTONITE SOIL CEMENT BENTONITE SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN STA STATION STATION TYP TYPICAL TYPICAL W WATER WATER DIAMETER

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REFERENCE LEGEND:

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DETAIL LETTER

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WHERE DETAIL APPEARS

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CN-301

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SECTION NUMBER

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WHERE SECTION TAKEN

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PHASED EXCAVATION (AREA 2)

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DISCIPLINE

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BUILDING OUTLINE

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PROPERTY BOUNDARY

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MINOR CONTOUR

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SPOT GRADE

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EDGE OF PAVEMENT

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FENCE

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SANITARY SEWER

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MONITORING WELL

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BOLLARD

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SANITARY SEWER MANHOLE

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CONCRETE

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MAJOR CONTOUR

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PAVEMENT

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NZ 38 STEEL SHEET PILE

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LP 33.60

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CONSTRUCTION ENTRANCE

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FILE NAME: C:\Users\tony.donovan\OneDrive - Wood PLC\AMCO Flynn\Sheets\G-003 GENERAL NOTES.dwg PLOT DATE: Tue, 29 Jun 2021 PLOT TIME: 2:15 PM

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AutoCAD SHX Text GENERAL NOTES GN1. THE AMCO #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN THE AMCO #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN AMCO #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN AMCO #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN #1209 IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN IS LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN LOCATED ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN ALONG A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN A SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN SECTION OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN OF WARD STREET BETWEEN BROWN AND HOWARD STREET IN WARD STREET BETWEEN BROWN AND HOWARD STREET IN WARD STREET BETWEEN BROWN AND HOWARD STREET IN STREET BETWEEN BROWN AND HOWARD STREET IN STREET BETWEEN BROWN AND HOWARD STREET IN BETWEEN BROWN AND HOWARD STREET IN BETWEEN BROWN AND HOWARD STREET IN BROWN AND HOWARD STREET IN BROWN AND HOWARD STREET IN AND HOWARD STREET IN AND HOWARD STREET IN HOWARD STREET IN HOWARD STREET IN STREET IN STREET IN IN IN THE CITY OF CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT CITY OF CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT CITY OF CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT OF CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT OF CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT CROSWELL, MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT MICHIGAN. THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT THE PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT PROPOSED LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT LIMIT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT OF WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT WORK IS SHOWN ON DRAWING C-102 SITE LAYOUT IS SHOWN ON DRAWING C-102 SITE LAYOUT IS SHOWN ON DRAWING C-102 SITE LAYOUT SHOWN ON DRAWING C-102 SITE LAYOUT SHOWN ON DRAWING C-102 SITE LAYOUT ON DRAWING C-102 SITE LAYOUT ON DRAWING C-102 SITE LAYOUT DRAWING C-102 SITE LAYOUT DRAWING C-102 SITE LAYOUT C-102 SITE LAYOUT C-102 SITE LAYOUT SITE LAYOUT SITE LAYOUT LAYOUT LAYOUT AND SESC PLAN. GN2. THE WORK GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL THE WORK GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL WORK GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL WORK GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL GENERALLY CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL CONSISTS OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL OF REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL REMOVAL, TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL TRANSPORTATION, AND DISPOSAL OF GASOLINE IMPACTED SOIL AND DISPOSAL OF GASOLINE IMPACTED SOIL AND DISPOSAL OF GASOLINE IMPACTED SOIL DISPOSAL OF GASOLINE IMPACTED SOIL DISPOSAL OF GASOLINE IMPACTED SOIL OF GASOLINE IMPACTED SOIL OF GASOLINE IMPACTED SOIL GASOLINE IMPACTED SOIL GASOLINE IMPACTED SOIL IMPACTED SOIL IMPACTED SOIL SOIL SOIL WITHIN THE LIMITS SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL THE LIMITS SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL THE LIMITS SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL LIMITS SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL LIMITS SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL SHOWN ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL ON THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL THE DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL DRAWINGS. SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL SOIL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL REMOVAL WILL BE COMPLETED USING A CANTILEVER STEEL WILL BE COMPLETED USING A CANTILEVER STEEL WILL BE COMPLETED USING A CANTILEVER STEEL BE COMPLETED USING A CANTILEVER STEEL BE COMPLETED USING A CANTILEVER STEEL COMPLETED USING A CANTILEVER STEEL COMPLETED USING A CANTILEVER STEEL USING A CANTILEVER STEEL USING A CANTILEVER STEEL A CANTILEVER STEEL A CANTILEVER STEEL CANTILEVER STEEL CANTILEVER STEEL STEEL STEEL SHEET PILE EXCAVATION SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING PILE EXCAVATION SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING PILE EXCAVATION SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING EXCAVATION SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING EXCAVATION SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SUPPORT SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SYSTEM AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING AS SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING SHOWN ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING ON THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING THE DRAWINGS. THE WORK ALSO INCLUDES CAPPING DRAWINGS. THE WORK ALSO INCLUDES CAPPING DRAWINGS. THE WORK ALSO INCLUDES CAPPING THE WORK ALSO INCLUDES CAPPING THE WORK ALSO INCLUDES CAPPING WORK ALSO INCLUDES CAPPING WORK ALSO INCLUDES CAPPING ALSO INCLUDES CAPPING ALSO INCLUDES CAPPING INCLUDES CAPPING INCLUDES CAPPING CAPPING CAPPING AND REMOVAL OF ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND REMOVAL OF ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND REMOVAL OF ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND OF ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND OF ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND ABANDONED UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND UTILITY LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND LINES, INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND INSTALLATION OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND OF NEW UTILITIES, BACKFILLING EXCAVATIONS, AND NEW UTILITIES, BACKFILLING EXCAVATIONS, AND NEW UTILITIES, BACKFILLING EXCAVATIONS, AND UTILITIES, BACKFILLING EXCAVATIONS, AND UTILITIES, BACKFILLING EXCAVATIONS, AND BACKFILLING EXCAVATIONS, AND BACKFILLING EXCAVATIONS, AND EXCAVATIONS, AND EXCAVATIONS, AND AND AND RESTORATION OF ALL DISTURBED AREAS INCLUDING ROADWAYS, SIDEWALKS, AND VEGETATIVE COVER. GN3. THE ANTICIPATED DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF THE ANTICIPATED DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF ANTICIPATED DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF ANTICIPATED DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF DURATION TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF TO COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF COMPLETE THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF THE SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF SCOPE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF WORK IS 150 CALENDAR DAYS FROM THE DATE OF IS 150 CALENDAR DAYS FROM THE DATE OF IS 150 CALENDAR DAYS FROM THE DATE OF 150 CALENDAR DAYS FROM THE DATE OF 150 CALENDAR DAYS FROM THE DATE OF CALENDAR DAYS FROM THE DATE OF CALENDAR DAYS FROM THE DATE OF DAYS FROM THE DATE OF DAYS FROM THE DATE OF FROM THE DATE OF FROM THE DATE OF THE DATE OF THE DATE OF DATE OF DATE OF OF OF NOTICE TO PROCEED. APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END TO PROCEED. APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END TO PROCEED. APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END PROCEED. APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END PROCEED. APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END APPROVED WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END WORK HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END HOURS ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END ARE 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END 7:00 AM TO 6:00 PM. ANY VARIANCE IN START OR END AM TO 6:00 PM. ANY VARIANCE IN START OR END AM TO 6:00 PM. ANY VARIANCE IN START OR END TO 6:00 PM. ANY VARIANCE IN START OR END TO 6:00 PM. ANY VARIANCE IN START OR END 6:00 PM. ANY VARIANCE IN START OR END 6:00 PM. ANY VARIANCE IN START OR END PM. ANY VARIANCE IN START OR END PM. ANY VARIANCE IN START OR END ANY VARIANCE IN START OR END ANY VARIANCE IN START OR END VARIANCE IN START OR END VARIANCE IN START OR END IN START OR END IN START OR END START OR END START OR END OR END OR END END END TIME MUST BE APPROVED BY ENGINEER. GN4. THE PRIMARY SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD THE PRIMARY SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD PRIMARY SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD PRIMARY SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD SITE INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD INGRESS/EGRESS IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD IS LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD LOCATED AT THE WESTERN END OF THE WORK AREA WHERE WARD AT THE WESTERN END OF THE WORK AREA WHERE WARD AT THE WESTERN END OF THE WORK AREA WHERE WARD THE WESTERN END OF THE WORK AREA WHERE WARD THE WESTERN END OF THE WORK AREA WHERE WARD WESTERN END OF THE WORK AREA WHERE WARD WESTERN END OF THE WORK AREA WHERE WARD END OF THE WORK AREA WHERE WARD END OF THE WORK AREA WHERE WARD OF THE WORK AREA WHERE WARD OF THE WORK AREA WHERE WARD THE WORK AREA WHERE WARD THE WORK AREA WHERE WARD WORK AREA WHERE WARD WORK AREA WHERE WARD AREA WHERE WARD AREA WHERE WARD WHERE WARD WHERE WARD WARD WARD STREET INTERSECTS WITH HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE INTERSECTS WITH HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE INTERSECTS WITH HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE WITH HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE WITH HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE HOWARD STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE STREET. CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE CONTRACTOR SHALL COORDINATE USE OF SITE WITH THE SHALL COORDINATE USE OF SITE WITH THE SHALL COORDINATE USE OF SITE WITH THE COORDINATE USE OF SITE WITH THE COORDINATE USE OF SITE WITH THE USE OF SITE WITH THE USE OF SITE WITH THE OF SITE WITH THE OF SITE WITH THE SITE WITH THE SITE WITH THE WITH THE WITH THE THE THE PROFESSIONAL AND PROPERTY OWNERS ADJACENT TO THE WORK AREA. AND THE UTILITY OWNERS. GN5. CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND CONTRACTOR SHALL VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND SHALL VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND SHALL VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND VISUALLY INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND INSPECT THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND THE SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND SITE TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND TO ASCERTAIN THE CONDITION OF EXISTING FEATURES AND ASCERTAIN THE CONDITION OF EXISTING FEATURES AND ASCERTAIN THE CONDITION OF EXISTING FEATURES AND THE CONDITION OF EXISTING FEATURES AND THE CONDITION OF EXISTING FEATURES AND CONDITION OF EXISTING FEATURES AND CONDITION OF EXISTING FEATURES AND OF EXISTING FEATURES AND OF EXISTING FEATURES AND EXISTING FEATURES AND EXISTING FEATURES AND FEATURES AND FEATURES AND AND AND BECOME FAMILIAR WITH THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING FAMILIAR WITH THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING FAMILIAR WITH THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING WITH THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING WITH THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING THE WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING WORK. CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING CONTRACTOR SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING SHALL COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING COLLECT PHOTO AND VIDEO DOCUMENTATION OF EXISTING PHOTO AND VIDEO DOCUMENTATION OF EXISTING PHOTO AND VIDEO DOCUMENTATION OF EXISTING AND VIDEO DOCUMENTATION OF EXISTING AND VIDEO DOCUMENTATION OF EXISTING VIDEO DOCUMENTATION OF EXISTING VIDEO DOCUMENTATION OF EXISTING DOCUMENTATION OF EXISTING DOCUMENTATION OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING CONDITIONS OF ALL FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET OF ALL FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET OF ALL FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET ALL FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET ALL FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET FEATURES WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET WITHIN THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET THE LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET LIMITS OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET OF DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET DISTURBANCE. ANY VARIANCES FROM THIS DRAWING SET ANY VARIANCES FROM THIS DRAWING SET ANY VARIANCES FROM THIS DRAWING SET VARIANCES FROM THIS DRAWING SET VARIANCES FROM THIS DRAWING SET FROM THIS DRAWING SET FROM THIS DRAWING SET THIS DRAWING SET THIS DRAWING SET DRAWING SET DRAWING SET SET SET SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. GN6. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM SHALL BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM BE RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM RESPONSIBLE TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM TO SECURE ALL NECESSARY PERMITS AND APPROVALS FROM SECURE ALL NECESSARY PERMITS AND APPROVALS FROM SECURE ALL NECESSARY PERMITS AND APPROVALS FROM ALL NECESSARY PERMITS AND APPROVALS FROM ALL NECESSARY PERMITS AND APPROVALS FROM NECESSARY PERMITS AND APPROVALS FROM NECESSARY PERMITS AND APPROVALS FROM PERMITS AND APPROVALS FROM PERMITS AND APPROVALS FROM AND APPROVALS FROM AND APPROVALS FROM APPROVALS FROM APPROVALS FROM FROM FROM REGULATORY AGENCIES AND DISPOSAL FACILITIES. GN7. THE CONTRACTOR SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF THE CONTRACTOR SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF CONTRACTOR SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF CONTRACTOR SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF SHALL USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF USE INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF INDEPENDENT THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF THIRD-PARTY PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF PROFESSIONAL SURVEYOR LICENSED BY THE STATE OF SURVEYOR LICENSED BY THE STATE OF SURVEYOR LICENSED BY THE STATE OF LICENSED BY THE STATE OF LICENSED BY THE STATE OF BY THE STATE OF BY THE STATE OF THE STATE OF THE STATE OF STATE OF STATE OF OF OF MICHIGAN FOR AS REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. GN8. THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY THE CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY CONTRACTOR SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY SHALL DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY DEVELOP AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY AND IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY IMPLEMENT A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY A PERIMETER AIR MONITORING PLAN TO BE APPROVED BY PERIMETER AIR MONITORING PLAN TO BE APPROVED BY PERIMETER AIR MONITORING PLAN TO BE APPROVED BY AIR MONITORING PLAN TO BE APPROVED BY AIR MONITORING PLAN TO BE APPROVED BY MONITORING PLAN TO BE APPROVED BY MONITORING PLAN TO BE APPROVED BY PLAN TO BE APPROVED BY PLAN TO BE APPROVED BY TO BE APPROVED BY TO BE APPROVED BY BE APPROVED BY BE APPROVED BY APPROVED BY APPROVED BY BY BY THE PROFESSIONAL PRIOR TO CONSTRUCTION ACTIVITIES. GN9. KNOWN UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED KNOWN UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED UTILITIES AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED AND STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED STRUCTURES ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED ARE SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED SHOWN ON THE DRAWINGS SHOULD BE CONSIDERED ON THE DRAWINGS SHOULD BE CONSIDERED ON THE DRAWINGS SHOULD BE CONSIDERED THE DRAWINGS SHOULD BE CONSIDERED THE DRAWINGS SHOULD BE CONSIDERED DRAWINGS SHOULD BE CONSIDERED DRAWINGS SHOULD BE CONSIDERED SHOULD BE CONSIDERED SHOULD BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED APPROXIMATE AND IT IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR AND IT IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR AND IT IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR IT IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR IT IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR IS ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ANTICIPATED ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ADDITIONAL UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR UTILITIES ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR ARE PRESENT WITHIN THE WORK AREA. CONTRACTOR PRESENT WITHIN THE WORK AREA. CONTRACTOR PRESENT WITHIN THE WORK AREA. CONTRACTOR WITHIN THE WORK AREA. CONTRACTOR WITHIN THE WORK AREA. CONTRACTOR THE WORK AREA. CONTRACTOR THE WORK AREA. CONTRACTOR WORK AREA. CONTRACTOR WORK AREA. CONTRACTOR AREA. CONTRACTOR AREA. CONTRACTOR CONTRACTOR CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 LOCATION OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 OF ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 ALL UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 UTILITIES PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 PRIOR TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 TO ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 ANY INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 INTRUSIVE ACTIVITIES. CONTACT MISS DIG 811 ACTIVITIES. CONTACT MISS DIG 811 ACTIVITIES. CONTACT MISS DIG 811 CONTACT MISS DIG 811 CONTACT MISS DIG 811 MISS DIG 811 MISS DIG 811 DIG 811 DIG 811 811 811 SYSTEM AT LEAST 72 HOURS PRIOR TO DATE OF REQUESTED UTILITY LOCATE SERVICES (1-800-482-7171). GN10. CONTRACTOR SHALL PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD CONTRACTOR SHALL PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD SHALL PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD SHALL PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD PLAN THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD THE WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD WORK AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD AND PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD PROPOSED EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD EQUIPMENT TO BE PROTECTIVE OF THE EXISTING OVERHEAD TO BE PROTECTIVE OF THE EXISTING OVERHEAD TO BE PROTECTIVE OF THE EXISTING OVERHEAD BE PROTECTIVE OF THE EXISTING OVERHEAD BE PROTECTIVE OF THE EXISTING OVERHEAD PROTECTIVE OF THE EXISTING OVERHEAD PROTECTIVE OF THE EXISTING OVERHEAD OF THE EXISTING OVERHEAD OF THE EXISTING OVERHEAD THE EXISTING OVERHEAD THE EXISTING OVERHEAD EXISTING OVERHEAD EXISTING OVERHEAD OVERHEAD OVERHEAD UTILITY LINES AND POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE LINES AND POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE LINES AND POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE AND POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE AND POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE POLES THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE THAT SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE SPAN ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE ACROSS WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE WARD STREET WITHIN THE EXCAVATION AREA. ADEQUATE STREET WITHIN THE EXCAVATION AREA. ADEQUATE STREET WITHIN THE EXCAVATION AREA. ADEQUATE WITHIN THE EXCAVATION AREA. ADEQUATE WITHIN THE EXCAVATION AREA. ADEQUATE THE EXCAVATION AREA. ADEQUATE THE EXCAVATION AREA. ADEQUATE EXCAVATION AREA. ADEQUATE EXCAVATION AREA. ADEQUATE AREA. ADEQUATE AREA. ADEQUATE ADEQUATE ADEQUATE PRECAUTIONS SHALL BE TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS SHALL BE TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS SHALL BE TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS BE TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS BE TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS TAKEN TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS TO MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS MAINTAIN SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS SAFE DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS DISTANCE FROM THESE UTILITIES AS PER THE UTILITY OWNERS FROM THESE UTILITIES AS PER THE UTILITY OWNERS FROM THESE UTILITIES AS PER THE UTILITY OWNERS THESE UTILITIES AS PER THE UTILITY OWNERS THESE UTILITIES AS PER THE UTILITY OWNERS UTILITIES AS PER THE UTILITY OWNERS UTILITIES AS PER THE UTILITY OWNERS AS PER THE UTILITY OWNERS AS PER THE UTILITY OWNERS PER THE UTILITY OWNERS PER THE UTILITY OWNERS THE UTILITY OWNERS THE UTILITY OWNERS UTILITY OWNERS UTILITY OWNERS OWNERS OWNERS AND OSHA REQUIREMENTS. GN11. THE CONTRACTOR SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN THE CONTRACTOR SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN CONTRACTOR SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN CONTRACTOR SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN SHALL DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN DEVELOP, SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN SUBMIT, AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN AND IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN IMPLEMENT THE APPROVED VIBRATION MONITORING PLAN IN THE APPROVED VIBRATION MONITORING PLAN IN THE APPROVED VIBRATION MONITORING PLAN IN APPROVED VIBRATION MONITORING PLAN IN APPROVED VIBRATION MONITORING PLAN IN VIBRATION MONITORING PLAN IN VIBRATION MONITORING PLAN IN MONITORING PLAN IN MONITORING PLAN IN PLAN IN PLAN IN IN IN ACCORDANCE WITH THE SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES WITH THE SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES WITH THE SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES THE SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES THE SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES SPECIFICATIONS. THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES THE PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES PLAN SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES SHALL ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES ESTABLISH TRIGGER LEVELS AND MITIGATION MEASURES TRIGGER LEVELS AND MITIGATION MEASURES TRIGGER LEVELS AND MITIGATION MEASURES LEVELS AND MITIGATION MEASURES LEVELS AND MITIGATION MEASURES AND MITIGATION MEASURES AND MITIGATION MEASURES MITIGATION MEASURES MITIGATION MEASURES MEASURES MEASURES IN CONSTRUCTION METHODS TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND CONSTRUCTION METHODS TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND CONSTRUCTION METHODS TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND METHODS TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND METHODS TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND TO PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND PREVENT DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND DAMAGE TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND TO EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND EXISTING STRUCTURES AND OTHER SITE FEATURES BEYOND STRUCTURES AND OTHER SITE FEATURES BEYOND STRUCTURES AND OTHER SITE FEATURES BEYOND AND OTHER SITE FEATURES BEYOND AND OTHER SITE FEATURES BEYOND OTHER SITE FEATURES BEYOND OTHER SITE FEATURES BEYOND SITE FEATURES BEYOND SITE FEATURES BEYOND FEATURES BEYOND FEATURES BEYOND BEYOND BEYOND THE EXCAVATION LIMITS. ACCELERATIONS. T GN12. ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES. ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES. CONTRACTOR SHALL SECURE ALL PERMITS, LICENSES, AND CERTIFICATIONS PRIOR TO EXECUTING THE WORK GN13. PAVEMENT, SIDEWALKS, CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON PAVEMENT, SIDEWALKS, CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON SIDEWALKS, CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON SIDEWALKS, CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON CURBS, UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON UTILITIES, AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON AND ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON ALL OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON OTHER SITE FEATURES SHALL BE RESTORED AS SHOWN ON SITE FEATURES SHALL BE RESTORED AS SHOWN ON SITE FEATURES SHALL BE RESTORED AS SHOWN ON FEATURES SHALL BE RESTORED AS SHOWN ON FEATURES SHALL BE RESTORED AS SHOWN ON SHALL BE RESTORED AS SHOWN ON SHALL BE RESTORED AS SHOWN ON BE RESTORED AS SHOWN ON BE RESTORED AS SHOWN ON RESTORED AS SHOWN ON RESTORED AS SHOWN ON AS SHOWN ON AS SHOWN ON SHOWN ON SHOWN ON ON ON THE DRAWINGS AT THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR DRAWINGS AT THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR DRAWINGS AT THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR AT THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR AT THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR THE COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR COMPLETION OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR OF REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR REMEDIATION ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR ACTIVITIES. DISTURBED AREAS NOT IDENTIFIED FOR DISTURBED AREAS NOT IDENTIFIED FOR DISTURBED AREAS NOT IDENTIFIED FOR AREAS NOT IDENTIFIED FOR AREAS NOT IDENTIFIED FOR NOT IDENTIFIED FOR NOT IDENTIFIED FOR IDENTIFIED FOR IDENTIFIED FOR FOR FOR PAVEMENT OR CONCRETE RESTORATION SHALL BE FINISHED WITH TOPSOIL AND SEED. GN14 SITE PREPARATION ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, SITE PREPARATION ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, PREPARATION ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, PREPARATION ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, ACTIVITIES INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, INCLUDING INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, INSTALLATION OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, OF MATERIAL STORAGE AREAS, LAYDOWN AREAS, MATERIAL STORAGE AREAS, LAYDOWN AREAS, MATERIAL STORAGE AREAS, LAYDOWN AREAS, STORAGE AREAS, LAYDOWN AREAS, STORAGE AREAS, LAYDOWN AREAS, AREAS, LAYDOWN AREAS, AREAS, LAYDOWN AREAS, LAYDOWN AREAS, LAYDOWN AREAS, AREAS, AREAS, CONSTRUCTION ENTRANCES, DECONTAMINATION PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL ENTRANCES, DECONTAMINATION PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL ENTRANCES, DECONTAMINATION PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL DECONTAMINATION PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL DECONTAMINATION PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL PADS, WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL WATER TREATMENT PLANT, AND SUPPORT TRAILERS SHALL TREATMENT PLANT, AND SUPPORT TRAILERS SHALL TREATMENT PLANT, AND SUPPORT TRAILERS SHALL PLANT, AND SUPPORT TRAILERS SHALL PLANT, AND SUPPORT TRAILERS SHALL AND SUPPORT TRAILERS SHALL AND SUPPORT TRAILERS SHALL SUPPORT TRAILERS SHALL SUPPORT TRAILERS SHALL TRAILERS SHALL TRAILERS SHALL SHALL SHALL BE COMPLETED PRIOR TO EARTH DISTURBANCE ACTIVITIES. GN15.