HomeMy WebLinkAboutERO Phase 1-3 102623460 465456
456456457458459461462463464466460
458459461
456
457-7.3%-5.0
%
-5.5%
-11.0%-0
.
6%-34.3%-36.7%-30.8%-38.8%-0.9%-0.6%-0.4%-0.8%-4.3%
-5.6%-4.2%-3.6%-3.2%-5.1%
-4.3%
-5.1%SCALE100510NORTHFLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.05119C0432H, with the effective date of June 7, 2019, theproperty is located in Flood Zone " X ", areas to bedetermined as outside the 100-year floodway andfloodplain. All Floodplain information noted in the platreflects the status per the FEMA FIRM map that is effectiveat the time that the plat is recorded. Floodplain status issubject to change as FEMA FIRM maps are updated.20REVISIONSDATEPROJECT NO.CHECK:DRAWN:PLAN DATE:DESIGN:QUEEN BEANS
HERMITAGE ROAD
EROSION CONTROL PLAN - PHASE 110/25/2023ARBARBARB21-115C103LITTLE ROCK, ARKnow what'sbelow.Callbefore you dig.GENERAL NOTES1.CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TOSTARTING WORK.2.IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANYDISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCAL UTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGETO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS.6.ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEETALL FEDERAL, STATE AND LOCAL CODE. ALL RAMPS AND PAVINGTO CONFORM TO ADA STANDARDS.7.NOTIFY THE CITY INSPECTOR AND PROJECT ENGINEER TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OFCONSTRUCTION.8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,REFERENCE POINTS, AND STAKES.9.ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKEOUT.10.ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISESPECIFIED ON THE PLANS.11.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THATWORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, ANDADJOINING PROPERTY PROTECTED FROM DAMAGE.12.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTINGITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUETO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNERAS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.1.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICESAS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENTPRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONSAT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OFCONSTRUCTION.2.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALLCONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS ORMANUAL OF PRACTICE, AS APPLICABLE, CONTRACTOR SHALLIMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTINGAGENCY OR OWNER.3.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITSFOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS ORREGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALLTIMES.4.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENTPRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.5.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING,EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLYTREATED OR DISPOSED.6.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS ANDFLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILYAVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLSAND LEAKS.7.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOROILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUSTSUPPRESSION OPERATIONS IS PROHIBITED.8.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALSSHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALSSHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGHTHE ACTION OF WIND OR STORMWATER DISCHARGE INTODRAINAGE DITCHES OR WATERS OF THE STATE OR U.S.9.ALL STORM WATER POLLUTION PREVENTION MEASURESPRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTIONPREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE.10.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTIONACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED NOLATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITYOCCURRING IN THESE AREAS.11.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTIONACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLYSEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYSAFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESEAREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.12.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVELCONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THEMAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHEDBEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING ISUSED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASHWATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THESITE.13.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROMVEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BEREMOVED IMMEDIATELY.14.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BEPROTECTED FROM EROSION AND SEDIMENTATION THROUGHIMPLEMENTATION OF BEST MANAGEMENT PRACTICES.CONTRACTOR SHALL INDICATE ON PLAN THE STOCKPILE ANDBORROW AREA LOCATIONS AND PERMITTED IN ACCORDANCE WITHGENERAL PERMIT REQUIREMENTS.15.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THEPROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FORADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES,ETC.) TO PREVENT EROSION.16.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACHWORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FORUTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL ORBITUMINOUS PAVING FOR ROAD CONSTRUCTION.EROSION CONTROL PLAN NOTESSTABILIZEDCONSTRUCTIONENTRANCE(PW-64)CWSFASFASFASFA
INLET PROTECTION BARRIER - SILT FENCESTABILIZED CONSTRUCTION ENTRANCESILT FENCE (TYPE A)EROSION CONTROL LEGENDSEDIMENT BARRIER - SILT FENCEFLOW ARROWSSFASD1SD1INLET PROTECTION BARRIER - BLOCK & GRAVELSD3DISTURBED AREA - PERMANENT SEEDINGCONCRETE WASHOUTCWPPPORTABLE TOILETASHLEY BICE, PECIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221501.593.1298ASHLEY@KODAENGINEERING.COSTATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE
460 465456
456456457458459461462463464466
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PROPOSED QUEEN BEANS12'X30'460
458459461
456
457458.60457.10455.80456.36456.00456.74456.40458.22457.54457.31458.00FFE-458.38456.55456.61456.82456.88456.92458.76458.40457.10456.86458.66458.46457.98457.58457.24456.86457.68457.68458.66458.56457.88SCALE100510NORTHFLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.05119C0432H, with the effective date of June 7, 2019, theproperty is located in Flood Zone " X ", areas to bedetermined as outside the 100-year floodway andfloodplain. All Floodplain information noted in the platreflects the status per the FEMA FIRM map that is effectiveat the time that the plat is recorded. Floodplain status issubject to change as FEMA FIRM maps are updated.20REVISIONSDATEPROJECT NO.CHECK:DRAWN:PLAN DATE:DESIGN:QUEEN BEANS
HERMITAGE ROAD
EROSION CONTROL PLAN - PHASE 210/25/2023ARBARBARB21-115C104LITTLE ROCK, ARKnow what'sbelow.Callbefore you dig.STABILIZEDCONSTRUCTIONENTRANCE(PW-64)CWSFASFASFASFA
INLET PROTECTION BARRIER - SILT FENCESTABILIZED CONSTRUCTION ENTRANCESILT FENCE (TYPE A)EROSION CONTROL LEGENDSEDIMENT BARRIER - SILT FENCEFLOW ARROWSSFASD1SD1INLET PROTECTION BARRIER - BLOCK & GRAVELSD3DISTURBED AREA - PERMANENT SEEDINGCONCRETE WASHOUTCWPPPORTABLE TOILETGENERAL NOTES1.CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TOSTARTING WORK.2.IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANYDISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCAL UTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGETO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS.6.ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEETALL FEDERAL, STATE AND LOCAL CODE. ALL RAMPS AND PAVINGTO CONFORM TO ADA STANDARDS.7.NOTIFY THE CITY INSPECTOR AND PROJECT ENGINEER TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OFCONSTRUCTION.8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,REFERENCE POINTS, AND STAKES.9.ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKEOUT.10.ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISESPECIFIED ON THE PLANS.11.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THATWORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, ANDADJOINING PROPERTY PROTECTED FROM DAMAGE.12.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTINGITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUETO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNERAS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.1.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BYTHE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTEDAS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUTALL PHASES OF CONSTRUCTION.2.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TOFEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, ASAPPLICABLE, CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTEDBY PERMITTING AGENCY OR OWNER.3.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANYCONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDSMUST BE MAINTAINED ON SITE AT ALL TIMES.4.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL ORAS REQUIRED BY THE GENERAL PERMIT.5.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING,ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED.6.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALLBE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUELOR CHEMICAL SPILLS AND LEAKS.7.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHERPETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS ISPROHIBITED.8.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BEDEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROMLEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATERDISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE OR U.S.9.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED ASSOON AS PRACTICABLE.10.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPEDSHALL BE TEMPORARILY SEEDED NO LATER THAN 14 DAYS AFTER THE LASTCONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.11.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HASPERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BESEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITYOCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPEPLAN.12.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTIONENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THENTHE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IFWASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATERAND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.13.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTOROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.14.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTEDFROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BESTMANAGEMENT PRACTICES. CONTRACTOR SHALL INDICATE ON PLAN THE STOCKPILEAND BORROW AREA LOCATIONS AND PERMITTED IN ACCORDANCE WITH GENERALPERMIT REQUIREMENTS.15.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROLMEASURES (SILT FENCES, ETC.) TO PREVENT EROSION.16.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THISINCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION ANDPLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION.EROSION CONTROL PLAN NOTESSD1ASHLEY BICE, PECIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221501.593.1298ASHLEY@KODAENGINEERING.COSTATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE
460 465456
456456457458459461462463464466
EXI
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0
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PROPOSED QUEEN BEANS12'X30'460
458459461
456
457458.60457.10455.80456.36456.00456.74456.40458.22457.54457.31458.00FFE-458.38456.55456.61456.82456.88456.92458.76458.40457.10456.86458.66458.46457.98457.58457.24456.86457.68457.68458.66458.56457.88SCALE100510NORTHFLOODPLAIN INFORMATIONAccording to the Federal Emergency Management Agency(FEMA) Flood Insurance Rate Map (FIRM) Map No.05119C0432H, with the effective date of June 7, 2019, theproperty is located in Flood Zone " X ", areas to bedetermined as outside the 100-year floodway andfloodplain. All Floodplain information noted in the platreflects the status per the FEMA FIRM map that is effectiveat the time that the plat is recorded. Floodplain status issubject to change as FEMA FIRM maps are updated.20REVISIONSDATEPROJECT NO.CHECK:DRAWN:PLAN DATE:DESIGN:QUEEN BEANS
HERMITAGE ROAD
EROSION CONTROL PLAN - PHASE 306/15/2023ARBARBARB21-115C105LITTLE ROCK, ARKnow what'sbelow.Callbefore you dig.GENERAL NOTES1.CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TOSTARTING WORK.2.IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANYDISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS INTHE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS/HER DUTY TO IMMEDIATELY INFORM THE ENGINEER,IN WRITING, AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.3.LOCATIONS OF THE EXISTING UTILITIES SHOWN WITHIN THE PLANWERE DERIVED FROM INFORMATION PROVIDE BY THE LOCAL UTILITY OR SHOWN WITHIN THE SURVEY. CONTRACTOR TO UNCOVER AND MARK UTILITY LINES BEFORE STARTING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGETO EXISTING UTILITY.4.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLSETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.5.ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND DETAILS.6.ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEETALL FEDERAL, STATE AND LOCAL CODE. ALL RAMPS AND PAVINGTO CONFORM TO ADA STANDARDS.7.NOTIFY THE CITY INSPECTOR AND PROJECT ENGINEER TWENTY-FOUR (24) HOURS BEFORE BEGINNING EACH PHASE OFCONSTRUCTION.8.THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,REFERENCE POINTS, AND STAKES.9.ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKEOUT.10.ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISESPECIFIED ON THE PLANS.11.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THATWORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, ANDADJOINING PROPERTY PROTECTED FROM DAMAGE.12.CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTINGITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUETO CONSTRUCTION OPERATION.13.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNERAS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.14.GRADE ALL FINISHED SLOPES TO ENSURE POSITIVE DRAINAGEAWAY FROM THE BUILDING.1.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES ASREQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICESSHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONALCOST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.2.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORMTO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE, CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLSAS DIRECTED BY PERMITTING AGENCY OR OWNER.3.SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FORANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATEDWETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.4.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENTPRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT.5.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENTCLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED ORDISPOSED.6.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATIONBOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAINAND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.7.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS ANDOTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSIONOPERATIONS IS PROHIBITED.8.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BEDEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTEDFROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND ORSTORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THESTATE OR U.S.9.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ONTHIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE.10.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HASSTOPPED SHALL BE TEMPORARILY SEEDED NO LATER THAN 14 DAYS AFTERTHE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.11.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HASPERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREASSHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LASTCONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THEGRADING PLAN AND/OR LANDSCAPE PLAN.12.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVELCONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THEMAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORETHE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONSMUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENTBEFORE IT IS CARRIED OFF THE SITE.13.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROMVEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVEDIMMEDIATELY.14.ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BEPROTECTED FROM EROSION AND SEDIMENTATION THROUGHIMPLEMENTATION OF BEST MANAGEMENT PRACTICES. CONTRACTOR SHALLINDICATE ON PLAN THE STOCKPILE AND BORROW AREA LOCATIONS ANDPERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS.15.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THEPROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THEEROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) TOPREVENT EROSION.16.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKINGDAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITYCONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FORROAD CONSTRUCTION.EROSION CONTROL PLAN NOTESINLET PROTECTION BARRIER - SILT FENCESTABILIZED CONSTRUCTION ENTRANCESILT FENCE (TYPE A)EROSION CONTROL LEGENDSEDIMENT BARRIER - SILT FENCEFLOW ARROWSSFASD1SD1INLET PROTECTION BARRIER - BLOCK & GRAVELSD3DISTURBED AREA - PERMANENT SEEDINGCONCRETE WASHOUTCWPPPORTABLE TOILETSTABILIZEDCONSTRUCTIONENTRANCE(PW-64)SFASFASFA
SD3CWASHLEY BICE, PECIVIL ENGINEERPO BOX 26634LITTLE ROCK, AR 72221501.593.1298ASHLEY@KODAENGINEERING.COSTATFOENo. 13829ENGINEERPROFESSIONALREGISTEREDARKANSASASHLEY BI
CE