CIVIL - Amend 02.pdf

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1. PRE-CONSTRUCTION CONFERENCE PRE-CONSTRUCTION CONFERENCE 2. STAKE LIMITS OF CONSTRUCTION AND INSTALL TREE BARRICADES STAKE LIMITS OF CONSTRUCTION AND INSTALL TREE BARRICADES 3. INSTALL AND INSPECT EROSION AND SEDIMENTATION CONTROLS PRIOR TO BEGINNING ANY INSTALL AND INSPECT EROSION AND SEDIMENTATION CONTROLS PRIOR TO BEGINNING ANY OTHER DISTURBANCE ACTIVITIES 4. CONSTRUCT IMPROVEMENTS. CONSTRUCT IMPROVEMENTS. 5. REMOVE ALL SEDIMENTS FROM THE STORM WATER SYSTEM AS NEEDED AND FINALIZE REMOVE ALL SEDIMENTS FROM THE STORM WATER SYSTEM AS NEEDED AND FINALIZE STABILITY OF ALL DISTURBED AREAS. 6. PROVIDE AS-BUILT DRAWINGS AND ANY APPLICABLE CERTIFICATIONS A MINIMUM OF TWO PROVIDE AS-BUILT DRAWINGS AND ANY APPLICABLE CERTIFICATIONS A MINIMUM OF TWO WEEKS PRIOR TO REQUESTING FINAL INSPECTION AND CERTIFICATE OF OCCUPANCY. 7. REMOVE ALL SEDIMENTATION CONTROL DEVICES AND TREE PROTECTION BARRIERS AND REMOVE ALL SEDIMENTATION CONTROL DEVICES AND TREE PROTECTION BARRIERS AND GIRDLES.

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GENERAL NOTES

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SCALE: N.T.S.

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GENERAL NOTES

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EROSION CONTROL NOTES

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PHASING NOTES

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1. HORIZONTAL COORDINATES ARE IN US SURVEY FEET AND REFER TO THE FLORIDA HORIZONTAL COORDINATES ARE IN US SURVEY FEET AND REFER TO THE FLORIDA THE FLORIDA EAST STATE PLANE COORDINATE SYSTEM, NAD83 AND VERTICAL ELEVATIONS ARE IN NAD83 AND VERTICAL ELEVATIONS ARE IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SURVEYS PROVIDED BY CODY'S PROFESSIONAL SURVEYING & MAPPING, INC AND CODY'S PROFESSIONAL SURVEYING & MAPPING, INC AND AND ALL AMERICAN SURVEYORS OF FLORIDA, INC BASED ON FIELD WORK CONDUCTED BASED ON FIELD WORK CONDUCTED BETWEEN JUNE 2022 AND NOVEMBER 2024, AND DECEMBER 2017 RESPECTIVELY. JUNE 2022 AND NOVEMBER 2024, AND DECEMBER 2017 RESPECTIVELY. . 2. THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. ALL UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS. 3. THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY LEGACY ENGINEERING AND THE GEOTECHNICAL ENGINEERING REPORT, PREPARED BY LEGACY ENGINEERING AND LEGACY ENGINEERING AND CSI GEO, IS PROVIDED AS A SEPARATE DOCUMENT. THE CONTRACTOR SHALL BE , IS PROVIDED AS A SEPARATE DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THEIR OPERATION, FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSURANCE REQUIRED FOR THE PROJECT. CONTRACTOR TO COORDINATE ALL WORK NAS JACKSONVILLE NAS JACKSONVILLE 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE LOCATIONS AND ELEVATIONS SHOWN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH ALL OTHER UTILITIES THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH ALL OTHER UTILITIES CONSTRUCTION. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION CONTROLS DURING CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION CONTROLS DURING AND FOLLOWING CONSTRUCTION UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO OFF-SITE PROPERTY AND DRAINAGE SYSTEMS. 8. ALL UNDERGROUND UTILITIES TO BE INSTALLED SHALL BE IN ACCORDANCE WITH ALL UNDERGROUND UTILITIES TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 9. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES AND THE THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES AND THE CONTRACTING OFFICER 48 HOURS, NAS JACKSONVILLE PWD TWO WEEKS AND ST NAS JACKSONVILLE PWD TWO WEEKS AND ST JOHNS RIVER WATER MANGEMENT DISTRICT (SJRWMD) 72 HOURS PRIOR TO PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITIES COMPANIES AND THE PERMITS OBTAINED FOR THE WORK. 10. THE CONTRACTING OFFICER SHALL BE GIVEN TWENTY FOUR HOURS (24-HR) THE CONTRACTING OFFICER SHALL BE GIVEN TWENTY FOUR HOURS (24-HR) NOTICE OF ALL MEETINGS AND OR TESTING MEASURES RELATED TO SAID PROJECT. 11. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE STANDARDS SET FORTH BY THE MILITARY SURFACE DEPLOYMENT AND DISTRIBUTION COMMAND TRANSPORTATION ENGINEERING AGENCY (SDDCTEA) PAMPHLET 55-17. 12. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES. 13. THE CONTRACTOR SHALL LOCATE, VERIFY, AND IDENTIFY ALL EXISTING THE CONTRACTOR SHALL LOCATE, VERIFY, AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THE PLANS PRIOR TO ANY EXCAVATING ACTIVITIES. 14. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. FENCE POSTS SHALL BE SPACED AS NEEDED TO AVOID UNDERGROUND UTILITIES AND STEAM LINES. CONTRACTOR SHALL SOFT DIG OR HAND DIG IN AREAS WITH CONGESTED UTILITY CORRIDORS. SHOULD ANY UTILITY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY AND THE CONTRACTING OFFICER. 15. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY MARKERS, THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY MARKERS, MONUMENTS, ETC. DURING CONSTRUCTION. THE CONTRACTOR SHALL RESTORE/REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 16. FOR RESTRICTIONS AND REQUIREMENTS RELATIVE TO WORK ON OR ADJACENT TO FOR RESTRICTIONS AND REQUIREMENTS RELATIVE TO WORK ON OR ADJACENT TO THE AIRFIELD, SEE SPECIFICATION SECTION 01 35 13. 17. THE GOVERNMENT WILL RELOCATE DUMPSTERS AS NEEDED FOR CONSTRUCTION. THE GOVERNMENT WILL RELOCATE DUMPSTERS AS NEEDED FOR CONSTRUCTION. CONTRACTOR TO IDENTIFY DUMPSTERS TO BE MOVED AND NOTIFY GOVERNMENT WITH MINIMUM OF 14 DAYS NOTICE.

AutoCAD SHX Text ALL CODES REGULATING DEMOLITION WORK SHALL BE COMPLIED WITH. THE CONTRACTOR SHALL PUT UP BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED BY CODE, TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) INSOFAR AS THEY APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT. 1. ALL THE EXISTING FACILITIES SHALL BE ACCESSIBLE DURING THE WHOLE TIME OF ALL THE EXISTING FACILITIES SHALL BE ACCESSIBLE DURING THE WHOLE TIME OF CONSTRUCTION. 2. TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING OR FLYING DEBRIS. ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING FROM DEMOLITION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT. 3. ALL DEBRIS, STUMPS AND MATERIALS GENERATED BY PROJECT DEMOLITION SHALL BE ALL DEBRIS, STUMPS AND MATERIALS GENERATED BY PROJECT DEMOLITION SHALL BE HAULED AWAY AND DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED IN PUBLIC STREETS. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR. 4. THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. ORDER OF NEATNESS AND GOOD HOUSEKEEPING. ORDER OF NEATNESS AND GOOD HOUSEKEEPING. OF NEATNESS AND GOOD HOUSEKEEPING. OF NEATNESS AND GOOD HOUSEKEEPING. NEATNESS AND GOOD HOUSEKEEPING. NEATNESS AND GOOD HOUSEKEEPING. AND GOOD HOUSEKEEPING. AND GOOD HOUSEKEEPING. GOOD HOUSEKEEPING. GOOD HOUSEKEEPING. HOUSEKEEPING. HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT AND OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT OTHER DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT DEMOLITION EQUIPMENT SHALL AT ALL TIMES BE KEPT EQUIPMENT SHALL AT ALL TIMES BE KEPT EQUIPMENT SHALL AT ALL TIMES BE KEPT SHALL AT ALL TIMES BE KEPT SHALL AT ALL TIMES BE KEPT AT ALL TIMES BE KEPT AT ALL TIMES BE KEPT ALL TIMES BE KEPT ALL TIMES BE KEPT TIMES BE KEPT TIMES BE KEPT BE KEPT BE KEPT KEPT KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION AT THE CONCLUSION OF THE DEMOLITION AT THE CONCLUSION OF THE DEMOLITION AT THE CONCLUSION OF THE DEMOLITION THE CONCLUSION OF THE DEMOLITION THE CONCLUSION OF THE DEMOLITION CONCLUSION OF THE DEMOLITION CONCLUSION OF THE DEMOLITION OF THE DEMOLITION OF THE DEMOLITION THE DEMOLITION THE DEMOLITION DEMOLITION DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS AREA SHALL BE LEFT IN A CLEAN CONDITION AS AREA SHALL BE LEFT IN A CLEAN CONDITION AS SHALL BE LEFT IN A CLEAN CONDITION AS SHALL BE LEFT IN A CLEAN CONDITION AS BE LEFT IN A CLEAN CONDITION AS BE LEFT IN A CLEAN CONDITION AS LEFT IN A CLEAN CONDITION AS LEFT IN A CLEAN CONDITION AS IN A CLEAN CONDITION AS IN A CLEAN CONDITION AS A CLEAN CONDITION AS A CLEAN CONDITION AS CLEAN CONDITION AS CLEAN CONDITION AS CONDITION AS CONDITION AS AS AS REQUIRED FOR SUBSEQUENT NEW WORK. 5. FOR AREAS OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE FOR AREAS OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE AREAS OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE AREAS OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE OF THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE BASE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE WITH LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE LARGE AMOUNTS OF UNDERGROUND UTILITIES, THE AMOUNTS OF UNDERGROUND UTILITIES, THE AMOUNTS OF UNDERGROUND UTILITIES, THE OF UNDERGROUND UTILITIES, THE OF UNDERGROUND UTILITIES, THE UNDERGROUND UTILITIES, THE UNDERGROUND UTILITIES, THE UTILITIES, THE UTILITIES, THE THE THE CONTRACTOR SHALL UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING SHALL UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING SHALL UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING UTILIZE METHODS DURING TRENCHING AND FENCE POST DIGGING METHODS DURING TRENCHING AND FENCE POST DIGGING METHODS DURING TRENCHING AND FENCE POST DIGGING DURING TRENCHING AND FENCE POST DIGGING DURING TRENCHING AND FENCE POST DIGGING TRENCHING AND FENCE POST DIGGING TRENCHING AND FENCE POST DIGGING AND FENCE POST DIGGING AND FENCE POST DIGGING FENCE POST DIGGING FENCE POST DIGGING POST DIGGING POST DIGGING DIGGING DIGGING OPERATIONS TO "SOFT" LOCATE UTILITIES. 6. CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND CONTRACTOR TO SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND TO SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND TO SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND CLEARING AND GRADING WORK FOR CLEAR ZONES AND CLEARING AND GRADING WORK FOR CLEAR ZONES AND AND GRADING WORK FOR CLEAR ZONES AND AND GRADING WORK FOR CLEAR ZONES AND GRADING WORK FOR CLEAR ZONES AND GRADING WORK FOR CLEAR ZONES AND WORK FOR CLEAR ZONES AND WORK FOR CLEAR ZONES AND FOR CLEAR ZONES AND FOR CLEAR ZONES AND CLEAR ZONES AND CLEAR ZONES AND ZONES AND ZONES AND AND AND UTILITY TRENCHING SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND TRENCHING SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND TRENCHING SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND IS NOT MORE THAN 5 DAYS BETWEEN GROUND IS NOT MORE THAN 5 DAYS BETWEEN GROUND NOT MORE THAN 5 DAYS BETWEEN GROUND NOT MORE THAN 5 DAYS BETWEEN GROUND MORE THAN 5 DAYS BETWEEN GROUND MORE THAN 5 DAYS BETWEEN GROUND THAN 5 DAYS BETWEEN GROUND THAN 5 DAYS BETWEEN GROUND 5 DAYS BETWEEN GROUND 5 DAYS BETWEEN GROUND DAYS BETWEEN GROUND DAYS BETWEEN GROUND BETWEEN GROUND BETWEEN GROUND GROUND GROUND DISTURBANCE AND SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL AND SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL AND SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL SEEDING. IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL IF THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL THIS CRITERIA IS NOT MET, THE CONTRACTOR SHALL CRITERIA IS NOT MET, THE CONTRACTOR SHALL CRITERIA IS NOT MET, THE CONTRACTOR SHALL IS NOT MET, THE CONTRACTOR SHALL IS NOT MET, THE CONTRACTOR SHALL NOT MET, THE CONTRACTOR SHALL NOT MET, THE CONTRACTOR SHALL MET, THE CONTRACTOR SHALL MET, THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL PROVIDE SILT FENCING AT THE LIMITS OF DISTURBANCE.

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DEMOLITION NOTES

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1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE. 2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW. 2.1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE. 2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE. 3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. OR ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT OF 0.5 INCHES OR GREATER. IF SITE INSPECTIONS IDENTIFY BMPS THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. 4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE. 5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED. 7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH CHAPTER 62-40 F.A.C. CHAPTER 62-40 F.A.C. . 8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT-LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS. 9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS. 10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES. 11. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERT ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERT CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY, OR INCORRECTLY, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION. 12. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL STABILIZATION IS REACHED. 13. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS. 14. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL. 15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE; 16. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.). 17. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED: 17.1. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL; 17.2. WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS; 17.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND 17.4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING. 18. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. 19. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT (FDEP OR FDEP OR SJRWMD WATER QUALITY STANDARDS), IMPLEMENTATION MUST BE COMPLETED BEFORE THE , IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

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UTILITY NOTES

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1. SEWER, WATER, STORM DRAIN AND SLEEVES DEEMED NECESSARY FOR IRRIGATION AND SEWER, WATER, STORM DRAIN AND SLEEVES DEEMED NECESSARY FOR IRRIGATION AND ELECTRIC (AT A MINIMUM) MUST BE INSTALLED PRIOR TO THE CONSTRUCTION OF CURB, BASE AND PAVEMENT. APPROVAL BY LOCAL AUTHORITY MUST BE OBTAINED PRIOR TO FURTHER CONSTRUCTION. THIS INCLUDES ALL UTILITIES, PHONE, CABLE, ELECTRIC, ETC. 2. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH LIGHTING IRRIGATION SITE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH LIGHTING IRRIGATION AND ELECTRICAL UTILITY REGARDING REQUIRED CONDUITS. 3. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. WATER AND WASTEWATER CONSTRUCTION SHALL BE ACCORDING TO THE CURRENT WATER AND WASTEWATER CONSTRUCTION SHALL BE ACCORDING TO THE CURRENT SPECIFICATIONS. 5. ALL MANHOLES, INLETS AND CLEANOUTS SUBJECT TO VEHICULAR LOADING, INCLUDING ALL MANHOLES, INLETS AND CLEANOUTS SUBJECT TO VEHICULAR LOADING, INCLUDING THOSE AREAS REQUIRING FUTURE MAINTENANCE, SHALL HAVE TRAFFIC BEARING RINGS, COVERS, GRATES, ETC. 6. ALL STORM SEWER STUB OUTS ARE TO BE CLOSED WITH MASONRY SEAL AT THE STUB ALL STORM SEWER STUB OUTS ARE TO BE CLOSED WITH MASONRY SEAL AT THE STUB END. 7. ALL STORM WATER DRAIN PIPE JOINTS WITH IN 5 FEET OF PAVING SHALL BE WRAPPED ALL STORM WATER DRAIN PIPE JOINTS WITH IN 5 FEET OF PAVING SHALL BE WRAPPED WITH APPROPRIATE FILTER FABRIC UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. 8. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED. THE THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, MATERIAL, AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL PHYSICALLY LOCATE ALL EXISTING UTILITIES, BOTH VERTICALLY AND CONTRACTOR SHALL PHYSICALLY LOCATE ALL EXISTING UTILITIES, BOTH VERTICALLY AND HORIZONTALLY, THAT ARE PROJECTED TO CONFLICT WITH INSTALLATION OF UNDERGROUND UTILITIES. CONTRACTOR SHALL SCAN THE ROUTE WITH ELECTROMAGNETIC (GPR) OR SONIC EQUIPMENT AND MARK THE SURFACE ACCORDINGLY. PERFORM 'SOFT-DIG' AROUND UTILITIES AND PERFORM ALL MEASURES NECESSARY TO ENSURE UTILITY IS NOT DAMAGED DURING LOCATION OPERATION. LOCATING SAID EXISTING UTILITIES SHALL BE PERFORMED PRIOR TO INSTALLING NEW UTILITY. NOTIFY THE CONTRACTING OFFICER OF ANY POTENTIAL CONFLICTS. FAILURE TO LOCATE EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW UTILITIES WILL PRECLUDE THE CONTRACTOR FROM REQUESTING ADDITIONAL COSTS FOR REMOVING AND REPLACING THE UTILITY, SHOULD THERE BE A CONFLICT.

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PAVING AND DRAINAGE NOTES

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1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION BE IN ACCORDANCE WITH THE APPROVED CONSTRUCTION IN ACCORDANCE WITH THE APPROVED CONSTRUCTION IN ACCORDANCE WITH THE APPROVED CONSTRUCTION ACCORDANCE WITH THE APPROVED CONSTRUCTION ACCORDANCE WITH THE APPROVED CONSTRUCTION WITH THE APPROVED CONSTRUCTION WITH THE APPROVED CONSTRUCTION THE APPROVED CONSTRUCTION THE APPROVED CONSTRUCTION APPROVED CONSTRUCTION APPROVED CONSTRUCTION CONSTRUCTION CONSTRUCTION DOCUMENTS. ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL THE APPROVED CONSTRUCTION DOCUMENTS SHALL THE APPROVED CONSTRUCTION DOCUMENTS SHALL APPROVED CONSTRUCTION DOCUMENTS SHALL APPROVED CONSTRUCTION DOCUMENTS SHALL CONSTRUCTION DOCUMENTS SHALL CONSTRUCTION DOCUMENTS SHALL DOCUMENTS SHALL DOCUMENTS SHALL SHALL SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR RESPONSIBILITY OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR OF THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR THE CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR CONTRACTOR AND/OR ENTITY RESPONSIBLE FOR AND/OR ENTITY RESPONSIBLE FOR AND/OR ENTITY RESPONSIBLE FOR ENTITY RESPONSIBLE FOR ENTITY RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR THE INSTALLATION TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT INSTALLATION TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT INSTALLATION TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT ANY DEFICIENT MATERIAL/EQUIPMENT ANY DEFICIENT MATERIAL/EQUIPMENT DEFICIENT MATERIAL/EQUIPMENT DEFICIENT MATERIAL/EQUIPMENT MATERIAL/EQUIPMENT MATERIAL/EQUIPMENT NECESSARY TO BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED TO BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED TO BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED PRODUCT TO THE STANDARDS OF THE PERMITTED PRODUCT TO THE STANDARDS OF THE PERMITTED TO THE STANDARDS OF THE PERMITTED TO THE STANDARDS OF THE PERMITTED THE STANDARDS OF THE PERMITTED THE STANDARDS OF THE PERMITTED STANDARDS OF THE PERMITTED STANDARDS OF THE PERMITTED OF THE PERMITTED OF THE PERMITTED THE PERMITTED THE PERMITTED PERMITTED PERMITTED CONSTRUCTION DOCUMENTS. 2. MOORE STREET SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. MOORE STREET SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. STREET SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. STREET SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. SHALL REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. REMAIN OPEN DURING CONSTRUCTION OF NEW MOORE STREET. OPEN DURING CONSTRUCTION OF NEW MOORE STREET. OPEN DURING CONSTRUCTION OF NEW MOORE STREET. DURING CONSTRUCTION OF NEW MOORE STREET. DURING CONSTRUCTION OF NEW MOORE STREET. CONSTRUCTION OF NEW MOORE STREET. CONSTRUCTION OF NEW MOORE STREET. OF NEW MOORE STREET. OF NEW MOORE STREET. NEW MOORE STREET. NEW MOORE STREET. MOORE STREET. MOORE STREET. STREET. STREET. CONTRACTOR TO DEVELOP CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW TO DEVELOP CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW TO DEVELOP CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW DEVELOP CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW DEVELOP CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW CONSTRUCTION PHASING PLAN FOR GOVERNMENT REVIEW PHASING PLAN FOR GOVERNMENT REVIEW PHASING PLAN FOR GOVERNMENT REVIEW PLAN FOR GOVERNMENT REVIEW PLAN FOR GOVERNMENT REVIEW FOR GOVERNMENT REVIEW FOR GOVERNMENT REVIEW GOVERNMENT REVIEW GOVERNMENT REVIEW REVIEW REVIEW AND APPROVAL. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING APPROVAL. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING APPROVAL. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING RESPONSIBLE FOR ALL TEMPORARY PAVING, STRIPING FOR ALL TEMPORARY PAVING, STRIPING FOR ALL TEMPORARY PAVING, STRIPING ALL TEMPORARY PAVING, STRIPING ALL TEMPORARY PAVING, STRIPING TEMPORARY PAVING, STRIPING TEMPORARY PAVING, STRIPING PAVING, STRIPING PAVING, STRIPING STRIPING STRIPING AND SIGNAGE REQUIRED UNDER THE CONSTRUCTION PHASING PLAN. 3. THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION ALL NOTIFICATIONS AND UTILITY LOCATION ALL NOTIFICATIONS AND UTILITY LOCATION NOTIFICATIONS AND UTILITY LOCATION NOTIFICATIONS AND UTILITY LOCATION AND UTILITY LOCATION AND UTILITY LOCATION UTILITY LOCATION UTILITY LOCATION LOCATION LOCATION EFFORTS WITH THE UTILITY OWNERS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR CONSTRUCTION SHALL BE SEEDED AND MULCHED OR CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SHALL BE SEEDED AND MULCHED OR SHALL BE SEEDED AND MULCHED OR BE SEEDED AND MULCHED OR BE SEEDED AND MULCHED OR SEEDED AND MULCHED OR SEEDED AND MULCHED OR AND MULCHED OR AND MULCHED OR MULCHED OR MULCHED OR OR OR SODDED IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT WITH THESE CONSTRUCTION PLANS AND PROJECT WITH THESE CONSTRUCTION PLANS AND PROJECT THESE CONSTRUCTION PLANS AND PROJECT THESE CONSTRUCTION PLANS AND PROJECT CONSTRUCTION PLANS AND PROJECT CONSTRUCTION PLANS AND PROJECT PLANS AND PROJECT PLANS AND PROJECT AND PROJECT AND PROJECT PROJECT PROJECT SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH THE CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH FOR THE TRENCH SAFETY SYSTEM. THE TRENCH FOR THE TRENCH SAFETY SYSTEM. THE TRENCH THE TRENCH SAFETY SYSTEM. THE TRENCH THE TRENCH SAFETY SYSTEM. THE TRENCH TRENCH SAFETY SYSTEM. THE TRENCH TRENCH SAFETY SYSTEM. THE TRENCH SAFETY SYSTEM. THE TRENCH SAFETY SYSTEM. THE TRENCH SYSTEM. THE TRENCH SYSTEM. THE TRENCH THE TRENCH THE TRENCH THE TRENCH TRENCH TRENCH SAFETY SYSTEM SHALL BE COMPLIANT WITH EM385-1-1. 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO TO ENSURE THE LAYDOWN AREA IS RESTORED TO TO ENSURE THE LAYDOWN AREA IS RESTORED TO ENSURE THE LAYDOWN AREA IS RESTORED TO ENSURE THE LAYDOWN AREA IS RESTORED TO THE LAYDOWN AREA IS RESTORED TO THE LAYDOWN AREA IS RESTORED TO LAYDOWN AREA IS RESTORED TO LAYDOWN AREA IS RESTORED TO AREA IS RESTORED TO AREA IS RESTORED TO IS RESTORED TO IS RESTORED TO RESTORED TO RESTORED TO TO TO EXISTING OR BETTER CONDITIONS 7. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND RESPONSIBLE FOR THE INSTALLATION AND RESPONSIBLE FOR THE INSTALLATION AND FOR THE INSTALLATION AND FOR THE INSTALLATION AND THE INSTALLATION AND THE INSTALLATION AND INSTALLATION AND INSTALLATION AND AND AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION TO ALL NOTES PROVIDED IN THESE CONSTRUCTION TO ALL NOTES PROVIDED IN THESE CONSTRUCTION ALL NOTES PROVIDED IN THESE CONSTRUCTION ALL NOTES PROVIDED IN THESE CONSTRUCTION NOTES PROVIDED IN THESE CONSTRUCTION NOTES PROVIDED IN THESE CONSTRUCTION PROVIDED IN THESE CONSTRUCTION PROVIDED IN THESE CONSTRUCTION IN THESE CONSTRUCTION IN THESE CONSTRUCTION THESE CONSTRUCTION THESE CONSTRUCTION CONSTRUCTION CONSTRUCTION DRAWINGS. 9. ALL CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE ALL CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE SHALL BE ESTABLISHED AND MAINTAINED BY THE SHALL BE ESTABLISHED AND MAINTAINED BY THE BE ESTABLISHED AND MAINTAINED BY THE BE ESTABLISHED AND MAINTAINED BY THE ESTABLISHED AND MAINTAINED BY THE ESTABLISHED AND MAINTAINED BY THE AND MAINTAINED BY THE AND MAINTAINED BY THE MAINTAINED BY THE MAINTAINED BY THE BY THE BY THE THE THE CONTRACTOR.

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1. GROUND SURFACE PREPARATION: REMOVE VEGETATION INCLUDING GRASS, ROOTS AND GROUND SURFACE PREPARATION: REMOVE VEGETATION INCLUDING GRASS, ROOTS AND SURFACE ORGANICS, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. PLOW STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL SO THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE. 2. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY SOIL MATERIAL THAT IS TOO WET TO REMOVE AND REPLACE, OR SCARIFY AND AIR DRY SOIL MATERIAL THAT IS TOO WET TO PERMIT COMPACTION TO SPECIFIED DENSITY. DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN OR CONTAIN FROST OR ICE. 3. MOISTURE CONTROL: WHERE SUB-GRADE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONTROL: WHERE SUB-GRADE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONDITIONED BEFORE COMPACTION, UNIFORMLY APPLY WATER TO SURFACE OF SUB-GRADE OR LAYER OF SOIL MATERIAL. APPLY WATER IN MINIMUM QUANTITY AS NECESSARY TO PREVENT FREE WATER FROM APPEARING ON THE SURFACE DURING OR SUBSEQUENT TO COMPACTION OPERATIONS. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY OR RELATIVE DRY DENSITY FOR EACH AREA CLASSIFICATION. 4. SPREAD SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT SPREAD SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT COMPACTION. ASSIST DRYING BY DISCING, HARROWING OR PULVERIZING UNTIL MOISTURE CONTENT IS REDUCED TO A SATISFACTORY VALUE. 5. PLACE BACKFILL AND FILL MATERIAL IN LAYERS NOT MORE THAT 12 INCHES OF LOOSE PLACE BACKFILL AND FILL MATERIAL IN LAYERS NOT MORE THAT 12 INCHES OF LOOSE 12 INCHES OF LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT AND NOT MORE THAN 6 INCHES OF LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. 6. COMPACT SUB-GRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO AT LEAST COMPACT SUB-GRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. ALL AREAS UNDER PROPOSED . ALL AREAS UNDER PROPOSED PAVEMENTS, STRUCTURES AND BUILDINGS SHALL BE COMPACTED TO A MINIMUM OF 98% 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY OR AS OTHERWISE STATED IN THE OR AS OTHERWISE STATED IN THE SPECIFICATIONS. 7. QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW GEOTECHNICAL ENGINEER TO QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW GEOTECHNICAL ENGINEER TO INSPECT AND APPROVE EACH SUB-GRADE AND BACKFILL OR FILL LAYER BEFORE FURTHER BACKFILL OR CONSTRUCTION WORK IS PERFORMED. TEST SHALL BE PERFORMED EVERY 5,000 SQUARE FEET PER LIFT. WITH A MINIMUM OF 1 TEST PER 5,000 SQUARE FEET PER LIFT. WITH A MINIMUM OF 1 TEST PER LIFT.

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GRADING NOTES

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1. ALL SIGNS SHALL MEET LOCAL DEPARTMENT OF TRANSPORTATION STANDARDS FOR ALL SIGNS SHALL MEET LOCAL DEPARTMENT OF TRANSPORTATION STANDARDS FOR ENGINEERING GRADE SIGN FACES IN REFLECTIVITY. 2. ALL SIGNS SHALL BE ON A TEN-FOOT (10') POLE A MINIMUM SEVEN FEET (7') ALL SIGNS SHALL BE ON A TEN-FOOT (10') POLE A MINIMUM SEVEN FEET (7') FROM THE GROUND WITH BREAKAWAY INSTALLATION PER SDDCTEA PAMPHLET 55-17 SDDCTEA PAMPHLET 55-17 REQUIREMENTS. . 3. ALL SIGNS SHALL BE SIZED IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC ALL SIGNS SHALL BE SIZED IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 4. WHERE APPLICABLE, STOP LINES SHALL BE PLACED 4 FEET IN ADVANCE OF AND WHERE APPLICABLE, STOP LINES SHALL BE PLACED 4 FEET IN ADVANCE OF AND PARALLEL TO THE NEAREST CROSSWALK LINE. 5. TYPICAL PARKING STRIPES SHALL BE 4 INCHES WIDE AND WHITE. TYPICAL PARKING STRIPES SHALL BE 4 INCHES WIDE AND WHITE. 6. DOUBLE SOLID YELLOW LINES SHALL BE 6" WIDE EACH, SEPARATED BY 4". DOUBLE SOLID YELLOW LINES SHALL BE 6" WIDE EACH, SEPARATED BY 4". 7. ALL CROSS-WALK MARKINGS SHALL BE WHITE. ALL CROSS-WALK MARKINGS SHALL BE WHITE. 8. PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC PAVEMENT MARKINGS SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND SPECIFICATION SECTION 32 17 23.00 20. 9. ALL PARKING STALLS SHALL BE 18.5' DEEP AND MARKED FULL DEPTH. ALL PARKING STALLS SHALL BE 18.5' DEEP AND MARKED FULL DEPTH. 10. ALL STRIPING SHALL BE 18" O.C. AND 45 DEGREES TO DIRECTION OF TRAFFIC.ALL STRIPING SHALL BE 18" O.C. AND 45 DEGREES TO DIRECTION OF TRAFFIC.

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SIGNAGE AND PAVEMENT MARKING NOTES

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1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON-SITE THE CONTRACTOR PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES ON-SITE THE CONTRACTOR SHALL ERECT TREE PROTECTION BARRICADES AS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS. UNLESS OTHERWISE NOTED NO ACTIVITY SHALL BE ALLOWED WITHIN THE CANOPY PROTECTION ZONE OF ANY PROTECTED TREE. THE AREAS WITHIN THE TREE BARRICADE SHALL NOT BE USED FOR THE STORAGE OF CONSTRUCTION MATERIALS OR WASTE OF ANY KIND. THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO ENSURE THE PROTECTION OF ALL TREES NOT PERMITTED FOR REMOVAL: 1.1. THE CANOPY PROTECTION ZONE OF EACH PROTECTED TREE SHALL BE THE CANOPY PROTECTION ZONE OF EACH PROTECTED TREE SHALL BE PROTECTED DURING CONSTRUCTION ACTIVITIES AND MAINTAINED DURING AND AFTER DEVELOPMENT IN A NATURAL STATE. 1.2. THERE SHALL BE NO IMPERVIOUS AREA OR GRADE CHANGE WITHIN THE THERE SHALL BE NO IMPERVIOUS AREA OR GRADE CHANGE WITHIN THE CRITICAL PROTECTION ZONE OF THE TREE. 1.3. SKINNING, BARKING, BUMPING AND THE LIKE SHALL NOT BE PERMITTED. SKINNING, BARKING, BUMPING AND THE LIKE SHALL NOT BE PERMITTED. 1.4. HAND CLEARING SHALL BE REQUIRED WHEN THE REMOVAL OF DEBRIS AND HAND CLEARING SHALL BE REQUIRED WHEN THE REMOVAL OF DEBRIS AND NOXIOUS OR INVASIVE VEGETATION IS REQUIRED. 1.5. PROTECTIVE BARRICADES SHALL BE CONSTRUCTED AS SHOWN ON THE PROTECTIVE BARRICADES SHALL BE CONSTRUCTED AS SHOWN ON THE CONSTRUCTION DOCUMENTS 2. IN ADDITION TO CONSTRUCTING THE TREE BARRICADE AS DEPICTED ON THE IN ADDITION TO CONSTRUCTING THE TREE BARRICADE AS DEPICTED ON THE THE LANDSCAPE PLANS THE FOLLOWING PROTECTIVE MEASURES SHALL BE IMPLEMENTED THE FOLLOWING PROTECTIVE MEASURES SHALL BE IMPLEMENTED WHEN WORK IS REQUIRED TO BE PERFORMED WITHIN THE CANOPY PROTECTION ZONE OF ANY PROTECTED TREE: 2.1. THE CONTRACTOR SHALL PLACE A PROTECTIVE GIRDLE ENCIRCLING THE TRUNK THE CONTRACTOR SHALL PLACE A PROTECTIVE GIRDLE ENCIRCLING THE TRUNK TO A HEIGHT OF 5 FEET. THE PROTECTIVE GIRDLE SHALL BE CONSTRUCTED OF 2X4 STUDS SPACED NO MORE THAN 2 INCHES APART AND WIRED VERTICALLY NO MORE THAN 12 INCHES APART. A LAYER OF BURLAP WILL BE PLACED BETWEEN THE 2X4 PROTECTIVE GIRDLE AND THE TRUNK OF THE TREE, PHYSICAL CONNECTION OF THE PROTECTIVE GIRDLE TO THE TREE VIA NAILS, SCREWS OR OTHER SIMILAR MEASURES WILL NOT BE PERMITTED. TREE BARRICADES MAY BE REMOVED AS NECESSARY TO PERFORM REQUIRED ACTIVITIES DURING THE COURSE OF THIS PROJECT HOWEVER PROTECTIVE GIRDLES SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. 2.2. WHEN ACTIVITIES ARE REQUIRED TO BE PERFORMED WITHIN THE CANOPY WHEN ACTIVITIES ARE REQUIRED TO BE PERFORMED WITHIN THE CANOPY PROTECTION ZONE OF ANY PROTECTED TREE THE CONTRACTOR SHALL PROVIDE AT A MINIMUM, IN ADDITION TO THE OPERATOR, 1 PERSON PER VEHICLE OR MACHINERY WORKING WITHIN THE CANOPY PROTECTION ZONE TO ACT SOLELY AS AN OBSERVER TO PREVENT CONTACT BETWEEN MACHINERY AND TREES. 3. A CERTIFIED ARBORIST SHALL BE CONSULTED TO IMPLEMENT ROOT PRUNING AS A CERTIFIED ARBORIST SHALL BE CONSULTED TO IMPLEMENT ROOT PRUNING AS NEEDED TO PROTECT THE ROOT SYSTEMS OF PROTECTED TREES. 4. ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PROTECTED. ALL TREES NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PROTECTED.

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TREE PROTECTION AND MITIGATION PLAN NOTES

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AMENDMENT 02 - REMOVE OVERLAPPING TEXT

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APPR

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DRAWFORM REVISION: 7 AUGUST 2009

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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NAVAL AIR STATION JACKSONVILLE

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NAVAL AIR STATION JACKSONVILLE

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JACKSONVILLE, FLORIDA

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DESIGN MANAGER

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D. WALTER

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PROJECT MANAGER

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D. DRDLA

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CHIEF ENG/ARCH

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FIRE PROTECTION

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J. HIGGINS

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GENERAL NOTES

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AYG

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AYG

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AutoCAD SHX Text 15214175

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AMENDMENT 02

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MATCHLINE - SEE SHEET C203

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BUILDING 12

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