20200321 Ver 1_SITE PLAN ORIGINAL More Info Response_20200318

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Reviewer List:* Alan Johnson:eads\adjohnson1
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Project Name: Copart Gastonia
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CONSTRUCTION DOCUMENTSFORCOPART,INC - FAIRVIEW DRIVE YARDATC0.0COVER SHEETC1.0GENERAL NOTESC2.0**NOT USED**C3.0SITE DEMOLITION PLANC4.0OVERALL SITE LAYOUT PLANC4.1ENLARGED SITE LAYOUT PLANC5.0OVERALL GRADING & DRAINAGE PLANC5.1GRADING & DRAINAGE PLANC5.2GRADING & DRAINAGE PLANC5.3GRADING & DRAINAGE PLANC5.4GRADING & DRAINAGE PLANC5.5 POND DESIGNC6.0 SITE UTILITY PLANEC.1 PHASE I EROSION CONTROL PLAN (CLEARING)EC.1A PHASE I EROSION CONTROL PLAN (CLEARING)EC.1B PHASE I EROSION CONTROL PLAN (CLEARING)EC.2 SITE SOILS & BUFFERSEC.3 PHASE II EROSION CONTROL PLANEC.3A PHASE II EROSION CONTROL PLANEC.3B PHASE II EROSION CONTROL PLANEC.4 PHASE III EROSION CONTROL PLANEC.4 A PHASE III EROSION CONTROL PLANEC.4 B PHASE III EROSION CONTROL PLANEC.5 EROSION CONTROL DETAILSEC.6 EROSION CONTROL DETAILSC7.0 CIVIL DETAILSC7.1 CITY OF GASTONIA DETAILS------ SURVEY (2 pages)------ LANDSCAPING (4 pages)------ STORMWATER & EROSION SHEETS (STATE OF NC)PREPARED FORCOPART, INC.JANUARY 31, 2019COPART, INC14185 DALLAS PKWYDALLAS, TXCONTACT: ERIC TRUMBACHTEL: [phone]EMAIL: [e-mail]: BRYSON HALLTEL: [phone]EMAIL: [e-mail]3060 FAIRVIEW DR.GASTONIA, GASTON COUNTY, NORTH CAROLINALBYD, INC880 MONTCLAIR ROAD, SUITE 600BIRMINGHAM, AL 35213TEL: [phone]CONTACT: LARRY INGRAM, P.E.EMAIL: [e-mail] DUE DILIGENCE SERVICES3350 W.ROBINSON STREET, THIRD FLOORNORMAN, OKLAHOMA 73072TEL: [phone]CONTACT: DAVID B. JORDAN, PLSE N G I N E E R S102-18-503308/12/19 - REVISED PER AHJ COMMENT10/18/19 - REVISED PER CITY COMMENT1201/31/2020 - REVISED PER CITY COMMENT3C-2887333
GENERAL NOTES:1.LBYD, INC. SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR RESPONSIBILITIES. LBYD ISNOT RESPONSIBLE FOR SITE SAFETY PROCEDURES OR METHODS OF CONSTRUCTION.2.ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST. CONTRACTORMUST HAVE EXISTING UTILITIES LOCATED BY UNDERGROUND LINE LOCATORS AS WELL AS FIELD VERIFIED BY ONSITEPERSONNEL PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTEDTO LBYD IMMEDIATELY.3.EXISTING UTILITIES TO REMAIN MAY BE LOCATED WITHIN PROPOSED DEMOLITION AREAS. CONTRACTOR SHALL USEEXTREME CAUTION WHILE WORKING IN THESE AREAS TO ENSURE NO UTILITY SERVICE INTERRUPTIONS TO FACILITIES THATREMAIN OR TO ADJACENT PROPERTIES.4.ALL EXISTING IMPROVEMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED UNLESS SPECIFICALLYNOTED,"TO REMAIN".5.THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FORANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGEWILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.6.CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFY LBYD OF ANY DISCREPANCIES PRIOR TOSUBMITTING PRICES OR ORDERING MATERIALS7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENTWILL BE AT THE CONTRACTOR'S EXPENSE.8.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THISPROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION.9.BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY THE OWNER AND PERFORMED BY COMMERCIAL DUE DILIGENCESERVICES.10.TOPOGRAPHIC INFORMATION WAS PERFORMED VIA GROUND RUN AND AERIAL FORMAT.SITE DEMOLITION NOTES:1.CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER PRIOR TO THE DISCONNECTING OR REMOVALOF ANY UTILITY SERVICE TO THE EXISTING BUILDINGS. ALL UTILITIES TO BE REMOVED ARE TO BE CAPPED OR PLUGGED ORTERMINATED ACCORDING TO THE UTILITY OWNERS REQUIREMENTS.2.REFER TO DEMOLITION AND UTILITY PLANS FOR PROPOSED UTILITY INSTALLATION AND REMOVAL.3.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BELOWGROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED.4.ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF AT LEAST WEEKLY IN A LEGALAND APPROVED MANNER.5.ALL EXISTING PAVING, CURBS, HARDSCAPE, ETC. SHALL BE SAW CUT AT THE LIMITS OF REMOVAL IN ORDER TO PROVIDE ACLEAN EDGE. EXISTING PAVING AT EDGE SHALL BE MILLED BACK A MINIMUM OF 1.5' TO ENSURE SMOOTH TRANSITION.SITE LAYOUT NOTES:1.ALL HANDICAP RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESS ROUTES MUST CONFORM TO THE LATEST ADAREQUIREMENTS.2.THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THEDIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.3.ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE [OUTSIDE FACE OF BUILDING, OR COLUMN LINES] TO THE BACK OFCURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL PLANS FOR SPECIFICBUILDING INFORMATION.4.ALL STRIPING TO BE PER THE LATEST EDITION OF THE MUTCD UNLESS NOTED OTHERWISE.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITE CONSTRUCTION TRAFFIC CONTROL PLAN ANDOBTAINING ANY REQUIRED APPROVALS FROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE CONSTRUCTION TRAFFICCONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING AND EXITING OF CONSTRUCTION TRAFFIC ONTO THE ROADWAYAND THE IMPACT TO THE FLOW OF TRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THEMUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE IN ADDITION TO ANY TRAFFIC CONTROL PLANPROVIDED IN THE PLAN SET FOR ROADWAY IMPROVEMENTS.6.CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.GRADING NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.2.ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING AND SHALL BE STOCKPILED ON-SITE IN ANAPPROVED LOCATION FOR LATER USE WITH ANY EXCESS TO BE DISPOSED OF OFF-SITE ONCE ALL LANDSCAPED AREASHAVE BEEN BROUGHT TO FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.3.SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACING FILL. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC,SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED ANDCOMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT LISTED BELOW.4. ALL EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 12" AND RECOMPACTED TO THE SPECIFIEDDENSITY AND MOISTURE CONTENT LISTED BELOW.5. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS BEEN INITIALLY PREPPED DUE TOINCLEMENT WEATHER AND CONSTRUCTION TRAFFIC.6. FILL MATERIAL SHALL HAVE THE FOLLOWING PROPERTIES: VIRTUALLY FREE OF ORGANICS, NO ROCK FRAGMENTSGREATER THAN 4" WITHIN 4' OF FINISH GRADE, LIQUID LIMIT NOT EXCEEDING 50, PLASTICITY INDEX NOT EXCEEDING 30,MINIMUM STANDARD PROCTOR (ASTM D-698) OF 100 PCF, COMPACTED 98% IN PAVED AND STRUCTURAL AREAS, 95%NON-STRUCTURAL AND LANDSCAPED AREAS, PLACED IN 8" LOOSE LIFTS, AND WITHIN ±2.0% OF OPTIMUM MOISTURECONTENT. STRUCTURAL AREAS INCLUDE ZONES OF INFLUENCE AROUND THE BUILDING, PAVEMENT AREAS, FILL SLOPES,ETC.7.COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER, BUT AT AMINIMUM EVERY 2,500 SQUARE FEET OF AREA PER 8" LIFT.8.COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED ANDCOMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BEINSTALLED IN 12" LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR9.CLEARING LIMITS SHALL BE 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT BEYOND THE PROPERTY LINESWHICHEVER IS LESS.10.NO GRADING OFF-SITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPER APPROVALS AND PRIOR NOTIFICATION.11.COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSION CONTROL PLAN.12.THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. SLOPE IN THEDIRECTION OF TRAVEL IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE AND 2.0% CROSS SLOPE.13.ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPED AWAY FROM THE STRUCTURES AT AMINIMUM OF 1.0% GRADE. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. NOTIFYLBYD OF ANY DISCREPANCIES.14.PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THE CONTRACTOR SHALL MAKE SUBGRADEADJUSTMENTS FOR TOPSOIL, PAVING, BUILDING PAD, ETC.15.FILL SLOPES SHOULD BE BENCHED INTO THE EXISTING SLOPES AND SHOULD BE COORDINATED WITH THE ONSITEGEOTECHNICAL ENGINEER FOR BENCH DETAILS (HEIGHT AND DEPTH OF BENCH INTO THE SLOPE.)16.A GEOTECHNICAL REPORT HAS BEEN PREPARED BY TERRACON PROJECT NUMBER 71185226 AND IS AVAILABLE FORINFORMATION PURPOSES. THE CONTRACTOR SHALL REVIEW THIS REPORT, VISIT THE SITE AND COMPLETE ANY ADDITIONALEXPLORATIONS THAT IT FEELS NECESSARY IN ORDER TO PROVIDE A SATISFACTORY BID.17. UNSUITABLE MATERIAL REFERS TO MATERIAL THAT IS NOT SUITABLE FOR BUILDING OR PAVEMENT SUPPORT FOR REASONSASSOCIATED WITH MATERIAL PROPERTIES, SUCH AS HIGHLY PLASTIC SOILS, "FAT" CLAYS, ORGANICS, AND OLD FILL.MATERIAL WHICH IS OTHERWISE SUITABLE, BUT ABOVE THE OPTIMUM MOISTURE AND REQUIRES MOISTURE CONDITIONINGPRIOR TO USE AS ENGINEERED FILL SHALL NOT BE CONSIDERED AS "UNSUITABLE". NOTE THE UNIT PRICES ARE BEINGPROVIDED FOR THE ADDITION TO AND DELETION FROM THE CONTRACT BASE BID AS REQUIRED BY CHANGING FIELDCONDITIONS DURING CONSTRUCTION.18. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUNDWATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITEAND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN ORWATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TOACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL ADEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAINUNTIL DEWATERING IS NO LONGER REQUIRED. IF GROUNDWATER DEWATERING IS REQUIRED, CONTRACTOR IS TO OBTAINANY PERMITS AS MAY BE REQUIRED PRIOR TO DISCHARGE OF EFFLUENT FROM DEWATERING.19.WHERE ROCK IS ENCOUNTERED WITHIN 18" OF THE PAVING SUBGRADE AND 36" OF THE BUILDING SUBGRADE,, THE "CUTLINE" SHALL BE PER THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR "CUT LINE" DIMENSIONS BELOW BUILDING PADSAND PARKING AREAS. SUITABLE MATERIAL SHALL BE REPLACED TO THE PROPOSED SUBGRADE ELEVATION.20.GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FORFOUNDATION WALLS, STEM WALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY LBYD INC. OF ANYDISCREPANCIES.STORM DRAINAGE NOTES:1.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LBYD PRIOR TO INSTALLATIONAND/OR FABRICATION.2.ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADINGSHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LBYD OF ANY DISCREPANCIES.3.STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES,INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.4.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIORTO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.5. PROPOSED STORM PIPES 30" AND LESS SHALL BE BEDDED IN 4" OF CRUSHED AGGREGATE AND STORM PIPES 36" ANDGREATER SHALL BE BEDDED IN A 6" OF CRUSHED AGGREGATE.6.ALL RIP RAP SHALL BE CLASS 2 PER THE DEPARTMENT OF TRANSPORTATION (DOT) STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.7.ALL STORM PIPES 15" AND LESS SHALL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (HDPE) OR SCHEDULE 40POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT JOINTS UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERSRECOMMENDATIONS. ALL STORM PIPES 18" AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) BELL ANDSPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED.8.ALL STORM MANHOLES SHALL BE HANSON CONCRETE OR APPROVED EQUAL PRECAST CONE, RISER, AND BASE SECTIONSWITH GASKETED JOINTS MEETING NCDOT SPECIFICATIONS.9. ALL SLOPE PAVED HEADWALLS SHALL BE PER NCDOT SPECIFICATIONS.10. ALL FLARED END SECTIONS SHALL BE PER NCDOT SPECIFICATIONS.11. ALL IMPACT DISSIPATING HEADWALLS SHALL BE PER NCDOT SPECIFICATIONS.12. ALL SINGLE AND DOUBLE WING CURB INLETS SHALL BE PER NCDOT SPECIFICATIONS.EROSION CONTROL NOTES:1.SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, ANDREGULATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF INTENT"(NOI) FROM GASTON COUNTY THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE ISAT ALL TIMES IN ACCORDANCE WITH GASTON COUNTY RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY AQ.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANYAND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.3.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALLDISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALLBE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER4.EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM. ADDITIONAL DEVICES SHALL BE INSTALLED ASREQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENTPROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS.5.EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSHBERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES , CHECK DAMS, FILTER BERMS, JUTE MATTING,VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATINGCONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/ORREPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER.7.EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZEDAND AFTER EACH RAINFALL GREATER THAN 0.75 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH,AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD.8.AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLYSTABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED ANDDRESSED.9.DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TOADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS.10.A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRTAND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANEDAT THE END OF EACH WORKDAY.11.ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BAREAREAS AT ANY ONE TIME.12.ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITHGASTON COUNTY REGULATIONS.13.ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISEINDICATED ON THE LANDSCAPE PLAN.14.PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BEINSTALLED.15. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES,BRUSH BERMS, ETC.16.RIP RAP SHALL BE PLACED AT EACH HEADWALL IMMEDIATELY FOLLOWING CONSTRUCTION OF EACH HEADWALL.17.GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 ORAPPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THEMANUFACTURER'S RECOMMENDATIONS.18. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 ORAPPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THEMANUFACTURER'S RECOMMENDATIONS.19.GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1' UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREENSC150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THEMANUFACTURER'S RECOMMENDATIONS.UTILITY NOTES:1.THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL,TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OFCONNECTION AT THE BUILDING.2.REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OFCONNECTION AT THE BUILDING. NOTIFY [ARCHITECT, LBYD] OF ANY DISCREPANCIES.3.GRAVITY SEWER SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES,INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LBYD OF ANY DISCREPANCIES.4.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRAVITY SEWER PIPE GRADES AND POINTS OFCONNECTION PRIOR TO INSTALLATION. LBYD SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.5.BACKFLOW PREVENTION AND METERING SHALL BE PROVIDED ON THE FIRE, DOMESTIC, AND IRRIGATION SERVICES INACCORDANCE WITH THE LOCAL UTILITY COMPANY AND FIRE DEPARTMENT'S REQUIREMENTS. BACKFLOW PREVENTION FORTHE DOMESTIC AND IRRIGATION SYSTEMS SHALL BE REDUCED PRESSURE PRINCIPAL (RPZ), INSTALLED IN ABOVE GROUNDBOXES. THE FIRE SERVICE SHALL HAVE A DOUBLE DETECTOR CHECK VALVES INSTALLED ABOVE GRADE PER CITY OFGASTONIA DETAIL.6.WATER MAINS 4 INCHES IN DIAMETER AND GREATER SHALL BE DIP(CL.350) AND WATER MAINS LESS THAN 3 INCHES INDIAMETER SHALL BE TYPE "K" COPPER UNLESS OTHERWISE INDICATED ON THE PLANS.7.WATER MAINS AND SERVICES SHALL BE A MINIMUM OF 10 FEET HORIZONTAL AND 2 FEET VERTICAL FROM ALL SANITARYSEWER MAINS AND LATERALS.8.WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY'S REQUIREMENTS.ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER UNLESS OTHERWISE INDICATED ON PLANS.9.ALL SANITARY SEWER MAINS AND LATERALS SHALL BE PVC (SDR-26) UNLESS OTHERWISE REQUIRED BY THE LOCAL UTILITYCOMPANY.10.UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BECOMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±2.0%.11.WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FORBEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH CRUSHED AGGREGATE.12.WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC. CONTRACTOR SHALLSAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE ASNECESSARY. BACKFILL TRENCH FULL DEPTH WITH STONE.13.CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE STRUCTURES AND UTILITIES TO REMAIN(VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC) TO MATCH PROPOSED FINISHED GRADES.14.CONTRACTOR IS RESPONSIBLE FOR PROVIDING TAMPER SWITCHES AND ASSOCIATED CONDUIT, WIRING, ETC ON FIRESERVICE POST INDICATOR VALVES AND VALVES IN PIT MOUNTED FIRE BACKFLOW PREVENTOR ASSEMBLIES. COORDINATEWITH FIRE PROTECTION AND ELECTRICAL PLANS.15.PROVIDE 4" PVC SCHEDULE 40, 4" DIP CL 350 GRAVITY DRAIN LINE FROM ALL BELOW GRADE UTILITY VAULTS TO THENEAREST STORM DRAINAGE INLET OR DAYLIGHT AT GRADE.TRAFFIC CONTROL NOTES:1.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATESTEDITION AND REVISION OF PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THEAPPROVED TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN AND DESCRIBED IN PART VI OFTHE MUTCD.2.PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS WHICH ARE NOT APPLICABLE OR INAPPROPRIATEFOR THE CURRENT CONDITIONS SHALL BE COVERED OR REMOVED.3.THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION SIGNS ARE NOMINAL. THE ACTUAL DIMENSIONSSHALL BE ADJUSTED TO BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY.4.IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING AND TRAFFIC CONTROL AFTER SUNSET, THEN AS AMINIMUM, TYPE "B" WARNING LIGHTS SHALL BE PLACED ON THE FIRST WARNING SIGN AND CHANNELIZING DRUM AND TYPE"A" REFLECTIVE SHEETING SHALL BE REQUIRED ON ALL SIGNS.5.HAZARDOUS CONDITIONS ON OPEN ROADWAYS SUCH AS PAVEMENT DROP-OFFS IN EXCESS OF 2"; CONSTRUCTIONMATERIALS, VEHICLES, OR EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY RIGHT-OF-WAY; AND OPEN TRENCHESACROSS OR NEAR THE ROADWAY SHALL NOT BE ALLOWED UNLESS THE CONTRACTOR IS ON SITE AND WORKING, ANDPROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN.6.THE CONTRACTOR SHALL KEEP OPEN ROADWAYS CLEAN AND FREE OF CONSTRUCTION DEBRIS, DIRT, LOOSE GRAVEL OROTHER MATERIAL THAT MAY CAUSE HAZARDOUS DRIVING CONDITIONS.7.TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARD MATERIAL AND INSTALLATION REQUIREMENTS SPECIFIED IN THECURRENT EDITION OF THE NCDOT. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.8.ROADWAYS AND DRIVEWAYS SHALL REMAIN OPEN DURING CONSTRUCTION. CHANNELIZING DEVICES SHALL BE PLACED AT10' ON CENTER ALONG MINIMUM 20' RADII TO CHANNELIZE TRAFFIC INTO AND OUT OF INTERSECTING ROAD AND DRIVESWITHIN AREAS WHERE CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY REGULATORY SIGNS SUCH AS STOP SIGNSAND YIELD SIGNS SHALL BE PLACED AS NECESSARY FOR PROPER TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCDCITY OF GASTONIA SPECIAL NOTES:1.CONSTRUCTION SHALL NOT BEGIN PRIOR TO A PRELIMINARY CONSTRUCTION INSPECTION OF THE SITE. CONTACT THEOFFICE OF THE CONSTRUCTION ENGINEER/RIGHT-OF-WAY ADMINISTRATOR AT [phone] AT LEAST ONE (1) WORKINGDAY PRIOR TO BEGINNING CONSTRUCTION FOR INSPECTION.2.PROVIDE "COMPETENT" CARD CARRYING INDIVIDUALS FOR OSHA REGULATIONS.CITY OF GASTONIA ZONING/LANDSCAPING NOTES:1.THE OWNER OF THE PROPERTY AND ANY TENANT ON THE PROPERTY WHERE BUFFERING AND LANDSCAPING ARE REQUIREDSHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL REQUIRED LANDSCAPED MATERIALS.SUCH MAINTENANCE SHALL INCLUDE ALL ACTIONS NECESSARY: TO KEEP THE BUFFERED AND LANDSCAPED AREAS FREE OFLITTER AND DEBRIS; TO KEEP PLANTINGS HEALTHY; TO KEEP GROWTH FROM INTERFERING WITH SAFE VEHICULAR ORPEDESTRIAN TRAVEL, OR USE OF PARKING AREAS, OR FROM CREATING ANY NUISANCES TO ADJOINING PROPERTIES; AND,TO KEEP WALLS, FENCES AND BERMS IN GOOD REPAIR AND NEAT APPEARANCE.2.ANY VEGETATION THAT CONSTITUTES A REQUIRED SCREEN OR LANDSCAPED AREA SHALL BE REPLACED IN THE EVENTTHAT IT DIES. ALL BUFFERING AND LANDSCAPING MATERIAL SHALL BE PROTECTED FROM DAMAGE.3.EXISTING VEGETATION. EXISTING HEALTHY VEGETATION MAY BE COUNTED TOWARD THE REQUIRED BUFFER YARD. THELANDSCAPE PLAN SUBMITTED FOR APPROVAL SHALL INDICATE THE NUMBER, TYPE, SIZE AND LOCATION OF SUCH PLANTMATERIALS. EXISTING VEGETATION THAT THE ADMINISTRATOR DEEMS "UNHEALTHY" AND NOT LIKELY TO MATERIALLYSERVE AS A SCREENING AGENT FOR THE FORSEEABLE FUTURE, MAY BE DISQUALIFIED AS COUNTING TOWARDS THEREQUIRED BUFFER.4.EXCEPT WHERE EXISTING VEGETATION IS USED, AT LEAST FIFTY (50) PERCENT OF THE REQUIRED TREES SHOULD BEEVERGREEN SPECIES.E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020GENERAL NOTESLWIC1.010/18/2019102-18-503TJR/ARS232COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA
REVISED PER AHJ COMMENT 08/12/2019
REVISED PER CITY COMMENT 10/18/2019
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N0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020SITE DEMOLITONPLANLWIC3.010/18/2019102-18-503TJR/ARS332COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA LIMITS OF CLEARING:2,864,289.51 SF(65.76 AC)REMOVE AND RELOCATEOVERHEAD POWER LINES(SEE SPECIAL NOTE #2)REMOVE AND RELOCATEPOWER POLE (BY OTHERS)REMOVE AND RELOCATEPOWER POLE (BY OTHERS)REMOVE AND RELOCATEPOWER POLE (BY OTHERS)REMOVE AND RELOCATEPOWER POLE (BY OTHERS)REMOVE AND RELOCATEPOWER POLE (BY OTHERS)REMOVE AND RELOCATEPOWER POLE(BY OTHERS)REMOVE AND RELOCATEPOWER POLE(BY OTHERS)LIMITS OF CLEARINGITEM TO BE REMOVED/RELOCATEDITEM TO BE REMOVED/RELOCATEDNOTE:POWER LINE RELOCATION TO BECOORDINATED WITH RUTHERFORDELECTRIC COOPERATIVE BY OWNER.GAS LINES TO BEPROTECTEDFAIRVIEW DR.DAL
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HWY50' BUFFER20' BUFFERSTREAM CHANNELWETLANDSWETLANDSWETLANDSSEQUENCE OF CONSTRUCTION1. SEE SHEET C1.0 FOR ALL GENERAL NOTES.2. POWERLINE RELOCATION TO BE COORDINATED WITH RUTHERFORD ELECTRICCOOPERATIVE.3. CONTRACTOR SHALL NOT ENCROACH INTO FEMA FLOODWAY OR FLOODPLAIN.4. CONTRACTOR SHALL NOT ENCROACH OR IMPACT THE EXISTING WETLANDS.5. STREAM CHANNEL LOCATIONS TO BE FIELD VERIFIED.PROPERTY BOUNDARY50' BUFFER20' BUFFERSTREAM CHANNEL50' BUFFER20' BUFFERSTREAM CHANNELC-2887REVISED PER CITY COMMENT 1/29/20203350' BUFFER25' BUFFER
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WWGASGASGASCOMMCOMMCOMMCOMMCOMMCOMMGASGASGASGASN 571160.02E 1337363.17N 570939.31E 1337383.53N 570507.59E 1337168.75N 570544.05E 1337174.17N 570124.49E 1336970.91N 569741.21E 1336757.55N 569965.44E 1335645.05N 569930.85E 1335527.30N 570045.97E 1335004.64N 570835.49E 1336077.20N 570984.05E 1336041.73N 571441.43E 1336448.79N 571208.42E 1337620.46N 569490.39E 1336857.92N 569918.41E 1336151.21N 570007.28E 1335723.17N 570002.60E 1334733.76N 570361.15E 1334759.11SITE SUMMARYPARCEL NUMBER: 135702, 135621, 222326PARCEL AREA: 112.33 ACDISTURBED AREA: 65.76 ACBUILDING SETBACKS:FRONT: 50'SIDE: 20'REAR: 30'ZONING: I-2PARKING REQUIREMENT: 1 PER 3 EMPLOYEES & 1 PEROPERATIONAL VEHICLEFACILITY TOTALS: 45 EMPLOYEES PER 0 OPERATIONALVEHICLETOTAL PARKING REQ'D: 15 SPACESTOTAL PARKING PROVIDED: 55 SPACESACCESSIBLE PARKING REQ'D: 2 SPACESACCESSIBLE PARKING PROVIDED: 3 SPACESPARKING SPACE DIMENSIONS: 19' X 9'TRAVEL PATHS:12.83 ACPARKING AREAS:32.68 ACTOTAL PERVIOUS: 16.67 ACTOTAL IMPERVIOUS: 46.23 ACN0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020OVERALLSITE LAYOUTPLANLWIC4.010/18/2019102-18-503TJR/ARS432COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA STANDARD DUTY ASPHALT PAVINGCHIP SEAL DRIVE/ACCESS AISLESCONCRETE PAVINGPARKING AREA50' STREAM BUFFER20' STREAM BUFFERSTREAM CHANNEL20' BUFFER/SETBACK/STORMWATER ACCESSEASEMENT30' BUFFER/SETBACK20' BUFFER/SETBACK50' BUFFER/SETBACKFENCE24'8' SCREENING FENCE (TYP.)(SEE DETAIL)EDGE OF PAVINGEDGE OF PAVING8' SCREENING FENCE (TYP.)(SEE DETAIL)EDGE OF PAVINGEDGE OF PAVINGEDGE OF PAVINGEDGE OF PAVINGSEE SHEET "C4.1-ENLARGEDSITE LAYOUT PLAN" FOR DETAILSWETLANDSWETLANDS20'140'(TYP.)25' TRAVEL PATH(TYP.)25' TRAVELPATH25' TRAVEL PATH(TYP.)25' TRAVEL PATH(TYP.)25' TRAVEL PATH(TYP.)DETE
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HWYPARCEL ID: 135625PARCEL ID: 135625PARCEL ID: 172229PARCEL ID: 200460PARCEL ID: 300819PARCEL ID: 225837PARCEL ID: 225836PARCEL ID: 208647PARCEL ID: 222327PARCEL ID: 135793PARCEL ID: 135794PARCEL ID: 135795PARCEL ID: 135788PARCEL ID: 135787PARCEL ID: 135779PARCEL ID:135777PARCEL ID:201949PARCEL ID: 135701PARCEL ID:135700PARCEL ID:135699PARCEL ID:220867PARCEL ID:135708PARCEL ID:135707PARCEL ID: 135706PARCEL ID: 135703PARCEL ID: 224092PARCEL ID: 135713PARCEL ID: 135712PARCEL ID: 135711ZONING: RLDZONING: R-1,USOSINGLE FAMILY LIMITEDLIGHT COMMERCIALR-1C-1ZONING: C-1,USOZONING: C-1,USOSINGLE FAMILY GENERALR-3ZONING: R-3,USOZONING: R-3,USOZONING: R-3,USOZONING: R-3,USOZONING: R-3,USOZONING: R-3,USOZONING: R-3,USOZONING: C-1,USOZONING: R-3,USOZONING: RS-12ZONING: RS-12ZONING: RS-12ZONING: RS-12ZONING: RS-12ZONING: RS-12RESIDENTIAL 12000SQFT LOTSRS-12ZONING: RS-12RESIDENTIAL LOW DENSITYRLDZONING: RLDZONING: RLDZONING: I-2ZONING: I-2ZONING: I-2ZONING: I-2ZONING: RS-12URBAN STANDARDS OVERLAYUSOPARCEL ID300819OWNER NAMEADDRESSGASTON COUNTY101 APPLE CREEK DR225837JASON R LINEBERGER & LIDA LINEBERGERNO ASSIGNED ADDRESS225836VJS PROPERTIES LLC644 DALLAS BESSEMER CITY HWY208647GARY DEWAYNE BRIGGS650 DALLAS BESSEMER CITY HWY222327GARY DEWAYNE BRIGGS660 DALLAS BESSEMER CITY HWY135795CLIFTON D CROWE672 DALLAS BESSEMER CITY HWY135788CHRISTY B CROWE & CLIFTON D CROWE2564 HILLCREST RD135787CLIFTON D CROWENO ASSIGNED ADDRESS135779CORY SHANE HORNE & DENISE DAVIS HORNE712 DALLAS BESSEMER CITY HWY135777BOBBY EARL SISK726 DALLAS BESSEMER CITY HWY201949DUANE K CARTER512 WHISPERING PINES DR135701DAWN YVETTE SHIRLEY719 DALLAS BESSEMER CITY HWY135700BETTY WILSON JONES801 DALLAS BESSEMER CITY HWY135699JULIAN PERVINE809 DALLAS BESSEMER CITY HWY220867DANIELLE C DAMAN & ROY L DAMAN843 DALLAS BESSEMER CITY HWY135708CODY E SAMS3186 FAIRVIEW DR135707LINDA W POOLE & THERMAN L POOLE3160 FAIRVIEW DR135706LINDA W POOLE & THERMAN L POOLENO ASSIGNED ADDRESS135703LORA P GARMON & RONALD LEE GARMON3090 FAIRVIEW DR224092DANIEL L GREEN & KIMBERLY V GREEN3076 FAIRVIEW DR135713TIME WARNER ENTERTAINMENT3055 FAIRVIEW DR135712MICHAEL SCOTT RHYNENO ASSIGNED ADDRESS135711WILLIAM TODD LEDFORDNO ASSIGNED ADDRESS135625HEIRS OF CHRISTY JENKINSNO ASSIGNED ADDRESS172229RUTH OLIVIA CREASMAN2041 CLYDE ST200460RUTH G CREASMANNO ASSIGNED ADDRESSGENERAL INDUSTRIAL DISTRICTI-2NOTE:1. PER SURVEY, NO ROW ESTABLISHED FOR DALLAS BESSEMER CITY HWY.2. THIS FACILITY WILL NOT BE SELLING ANIMALS.3. VEHICLES STORED AT THIS FACILITY WILL BE LOCATED IN THE DESIGNATEDSTORAGE AREAS & WILL BE PARKED SIDE BY SIDE AND END TO END. NO STACKINGOF VEHICLES IS TO TAKE PLACE. ADDITIONALLY, THESE VEHICLES WILL BEBROUGHT IN WHOLE, STORED WHOLE, & SOLD WHOLE WITH NO PARTING OUTALLOWED.4. LIGHTING SHALL COMPLY WITH SECTION 9.13. LIGHTING SHALL NOT BEDIRECTED TOWARD OR SHINE UPON RESIDENTIAL ZONES OR ENDANGERMOTORISTS TRAVELING ON ANY STREET.5. AREAS OUTSIDE OF PROPOSED FENCE (BUFFER/SETBACK) SHALL HAVEVEGETARIAN PRESERVED FOR SCREENING.6. SEE SHEETS C4.1 & C4.2 FOR 10'X70' NCDOT SITE TRIANGLES.60'ROWUSE: EXEMPTUSE: RESIDENTIALUSE: INDUSTRIALUSE: COMMERCIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: INDUSTRIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALZONING: RLDUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: RESIDENTIALUSE: EXEMPTUSE: INDUSTRIALUSE: INDUSTRIALUSE: RESIDENTIALZONING: RS-12USE: RESIDENTIAL3REVISED PER AHJ COMMENT 08/12/2019 20' WIDE STORMWATEREASEMENTSTORMWATER ACCESS EASEMENTREVISED PER CITY COMMENT 10/18/2019 PROPOSED USE: WHOLESALE SALES OPERATIONC-288733333REVISED PER CITY COMMENT 1/29/2020250 LF OF IMPACTS TOEXISTING STREAM. IMPACTSTO BE PERMITTED BY OTHERS.50 LF OF IMPACTS TO EXISTINGSTREAM. IMPACTS TO BEPERMITTED BY OTHERS.3
WWWWWGASGASCOMMCOMMCOMMCOMM0SCALE: 1"=30'30601545E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020ENLARGED SITELAYOUTPLANLWIC4.110/18/2019102-18-503TJR/ARS532COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA STANDARD DUTY ASPHALT PAVING/TRAVELDRIVE/ACCESS AISLES(CHIP SEAL)CONCRETE PAVINGPARKING AREA(CHIP AREA)PROPOSED STOP SIGN (R1-1)& 2' WIDE WHITE STOP BARFAIRV
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.50'ROADWAYBUFFER50'BUFFER60'ROW℄PROPOSED DROP LOT250'X250'PROPOSED 5' SIDEWALKW/ TURN DOWN EDGE4" WHITE PAINTSTRIPE (TYP.)PROPOSED COPART OFFICEBUILDING80'X160' (± 12,500 SF)ADA SPACE W/SIGN & WHEEL STOPFOR ADA REQUIREMENTS (SEE DETAIL)PROPOSED 8' SCREENING FENCE(SEE DETAIL)N: 570025.75E: 1336081.29PROPOSED GATE30' DOUBLE SWINGGATE(BY OTHERS)16151212" RIBBON CURB12" RIBBON CURBPROPOSED 8' SCREENING FENCE(SEE DETAIL)EXISTINGRESIDENCEEXISTINGRESIDENCEGASTON COUNTY
CITY OF GASTONIA
CITY/COUNTY LINE12" RIBBON CURB12" RIBBON CURB30'25'5'5'108'201.55'COLUMN LINE L-9N: 570147.65E: 1336124.27COLUMN LINE A-9N: 570221.86E: 1336154.14COLUMN LINE A-1N: 570162.13E: 1336302.57COLUMN LINE L-1NORTHING: 570087.76EASTING: 1336272.7850'65.38'25'(TYP.)40'250'246.07'189.37'125.28'155.86'
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N0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020OVERALLGRADING & DRAINAGEPLANLWIC5.010/18/2019102-18-503TJR/ARS632COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA C5.2C5.1C5.3C5.4N.T.S.AUTOMATED OUTLET STRUCTURE (NORTH POND)COMPACTED SUBGRADEFLOOD-CON AUTOMATED OUTLETSTRUCTURE (AOS)5 GATES- 4", 8", 12", 20, 24" DIA.CONTACT JON RASMUSSEN, P.E.205-807-17995' X 5' PRE-CAST CONCRETE RISER SECTION WITH LIGHT DUTY MANHOLE FRAME ANDREMOVABLE COVER (PROVIDED BY FLOOD-CON. INSTALLED BY CONTRACTOR)TOP EL= 713.7530" DIA RCPSEE PLANINV. OUT= 705.005'SCM (WET POND)Vmp = 121,467 CU.FT.701.003:1708.00TEMPORARY POOL30" OUTLET OPENING(FROM POND)706.00PERMANENT POOLDESIGN VOLUME = 50,193 CU.FT.10' WIDE BERM REQ'D.TOP OF BERM EL= 713.603:1 MAX3:1 MAXCOMPACTEDSTRUCTURAL FILLN.T.S.AUTOMATED OUTLET STRUCTURE (EAST POND)COMPACTED SUBGRADEFLOOD-CON AUTOMATED OUTLETSTRUCTURE (AOS)4 GATES- 2", 5", 10", 15" DIA.CONTACT JON RASMUSSEN, P.E.205-807-17994' X 4' PRE-CAST CONCRETE RISER SECTION WITH LIGHT DUTY MANHOLE FRAME ANDREMOVABLE COVER (PROVIDED BY FLOOD-CON. INSTALLED BY CONTRACTOR)TOP EL= 746.5024" DIA RCPSEE PLANINV. OUT= 739.004'SCM (WET POND)Vmp = 33,645 CU.FT.735.003:1742.00TEMPORARY POOL18" OUTLET OPENING(FROM POND)740.00PERMANENT POOLDESIGN VOLUME = 13,903 CU.FT.10' WIDE BERM REQ'D.TOP OF BERM EL= 746.003:1 MAX3:1 MAXVERTICAL HEADWALL WITHOUTLET PROTECTION(SEE PLANS)20' WIDE CONCRETE SPILLWAY REQ'D.BOTTOM OF SPILLWAY EL= 712.606' WIDE 6H:1VVEGETATED SHELF @ELEV= 706.00 (TYP.)6' WIDE 6H:1VVEGETATED SHELF @ELEV= 740.00 (TYP.)10' WIDE CONCRETE SPILLWAY REQ'D.BOTTOM OF SPILLWAY EL= 745.00COMPACTEDSTRUCTURAL FILL(36" MIN)150"(MIN)5 FEET
5 FEET 150''(MIN)(36'' MIN)EAST PONDNORTH PONDVERTICAL HEADWALL WITHOUTLET PROTECTION(SEE PLANS)ANTI-SEEP COLLARANTI-SEEP COLLARREVISED PER COUNTY COMMENTS 7-11-193
C-28873333REVISED PER CITY COMMENT 1/29/2020
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020GRADING & DRAINAGEPLANLWIC5.110/18/2019102-18-503TJR/ARS732COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA 0SCALE: 1"=50'501002575NFFE: 776.00EAS
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D OUTLET STRUCTUREAND DISCHARGE #1(SEE SHEET C5.0 FOREAST POND DETAIL)RIP RAP DISSIPATORPADBUFFER (TYP.)C5.1C5.2C5.3C5.4FORBAY3:14' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 0.5% SLOPE776.00775.75TC: 775.90TP: 775.40TC: 775.90TP: 775.40TC: 775.90TP: 775.40PROPOSED CONCRETESPILLWAY(SEE SHEET C5.0 FOREAST POND DETAIL)±50 LF 24" RCP @0.25% SLOPE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 0.5% SLOPE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES@ 2.5% SLOPEENSURE A SMOOTH TRANSITION@ DRIVEWAYTC: 775.90TP: 775.40775.40775.21775.40TC: 775.90TP: 775.40775.21775.40SEE INSET ONTHIS PAGEHEADWALLINV = 741MINOR CONTOURSTSTORM DRAINAGEPIPING (15"Ø OR LESS)TOP OF CURBBOTTOM OF CURBMAJOR CONTOURSPOT ELEVATION100STORM DRAINAGEPIPING (18"Ø OR MORE)101778.25DITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONDITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONFFE: 776.00775.55775.30773.50775.55775.45775.95776.00775.95775.45GAST
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C-2887SPRING BOX PER NCDOT DETAIL 840.41NOTE:1.FINAL LOCATIONS OF SPRING BOX TO BEFIELD ADJUSTED TO CORRESPOND TOUPPER OF STREAM.2.NO GRADING OR IMPACTS SHALL OCCURWITHIN STREAM OR STREAM BUFFERSUNTIL USACOE AND/OR NCDEQ PERMITSARE OBTAINED.3.SEE SHEET C5.5 FOR POND PLANTINGDETAILS774.99774.71764.89758.40756.35755.75753.24752.35747.52746.22746.00780.804%2%4%4%4%775.95775.25333REVISED PER CITY COMMENT 1/29/2020 204 LF OF 12" RCP WITH RODENT SCREENDO NOT DISTURB/SEPTIC AREASLOPES WITHIN ADA AREASHALL NOT EXCEED 2.0%IN ANY DIRECTION1%775.50775.50775.50
7457407357507557607557607657707757
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750C5.1C5.2C5.3C5.4E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020GRADING & DRAINAGEPLANLWIC5.210/18/2019102-18-503TJR/ARS832COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA 0SCALE: 1"=50'501002575N50' BUFFER20' BUFFERSTREAM CHANNELPROPOSED 8' SCREENING FENCE(SEE DETAIL)3:1SHEET C5.1 SHEET C5.33:13:1 4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 1.25%GRADE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 1.5%GRADEMINOR CONTOURSTSTORM DRAINAGEPIPING (15"Ø OR LESS)TOP OF CURBBOTTOM OF CURBMAJOR CONTOURSPOT ELEVATION100STORM DRAINAGEPIPING (18"Ø OR MORE)101REVISED PER AHJ COMMENT 08/12/2019NOTE:1.FINAL LOCATIONS OF SPRING BOX TO BEFIELD ADJUSTED TO CORRESPOND TOUPPER OF STREAM.2.NO GRADING OR IMPACTS SHALL OCCURWITHIN STREAM OR STREAM BUFFERSUNTIL USACOE AND/OR NCDEQ PERMITSARE OBTAINED.SPRING BOX PER NCDOT DETAIL 840.413:1C-28872%2%CONCRETE HEADWALLTOP: 740.00BOTTOM: 736.0046 LF OF 12" RCP WITH RODENT SCREEN782.31782.16770.12770.05770.04770.12770.00333REVISED PER CITY COMMENT 1/29/2020 770.10770.00
7907857907807757707657607557507457407357
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020GRADING & DRAINAGEPLANLWIC5.310/18/2019102-18-503TJR/ARS932COPART - FAIRVIEW DRIVE YARD
COPART
GASTONIA, NORTH CAROLINA 0SCALE: 1"=200'200400100300N50' BUFFER20' BUFFERSTREAM CHANNELC5.1C5.2C5.3C5.4PARCEL LINESHEET C5.2SHEET C5.1DALLAS BESSEMER CITY HWY3:1WETLANDS AREASHEET C5.44' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 2.3%GRADEMINOR CONTOURSTSTORM DRAINAGEPIPING (15"Ø OR LESS)TOP OF CURBBOTTOM OF CURBMAJOR CONTOURSPOT ELEVATION100STORM DRAINAGEPIPING (18"Ø OR MORE)101REVISED PER AHJ COMMENT 08/12/20195' BENCH @ 10:1W/ RIP-RAPC-2887NOTE:1.FINAL LOCATIONS OF SPRING BOX TO BEFIELD ADJUSTED TO CORRESPOND TOUPPER OF STREAM.2.NO GRADING OR IMPACTS SHALL OCCURWITHIN STREAM OR STREAM BUFFERSUNTIL USACOE AND/OR NCDEQ PERMITSARE OBTAINED.CONCRETE HEADWALLTOP: 724.00BOTTOM: 717.004%
4%
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1 333REVISED PER CITY COMMENT 1/29/2020758.00758.00756.00755.74755.00747.00744.68743.81738.60737.60736.39735.16760.005' BENCH @ 10:1W/ RIP-RAP3:1
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790785790780775770765760755750745740735730 725Zone XZone X (Shaded)Zone X (Shaded)Zone AEZone XZone XZone X (Shaded)Zone AE780775Gaston CountyCity of Gastonia
733734735736737738739740741742743744745746747732731730730725720715710730749750751752753754755756748730725720740735b
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020GRADING & DRAINAGEPLANLWIC5.410/18/2019102-18-503TJR/ARS1032COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA 0SCALE: 1"=50'501002575NNORTH PONDOUTLET STRUCTUREAND DISCHARGE(SEE SHEET C5.0 FORNORTH POND DETAIL)C5.1C5.2C5.3C5.43:1
3:13:1 FORBAYBUFFERPROPERTY BOUNDARYWETLANDS±40 LF 30" RCP @ 0.25%RIP RAP DISSIPATORAREAPROPOSED CONCRETESPILLWAY(SEE SHEET C5.0 FORNORTH POND DETAIL)4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 0.22%GRADE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 0.25%GRADE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 2.4%GRADE4' WIDE GRASSEDFLAT BOTTOMEDDITCH W/ 4:1 SIDESLOPES @ 0.25%GRADEDITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONHEADWALLINV = 707MINOR CONTOURSTSTORM DRAINAGEPIPING (15"Ø OR LESS)TOP OF CURBBOTTOM OF CURBMAJOR CONTOURSPOT ELEVATION100STORM DRAINAGEPIPING (18"Ø OR MORE)101NOTE:SEE SHEET C5.5 FOR POND PLANTING DETAILSC-28874%
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4%733.58731.01731.01731.03731.00731.003:1 732.00733.123333
N 62°10'07"W189.45' (M)rebarN 62°16'00"W189.45' (R)750757756755753 749 747 745
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0 725Zone XZone X (Shaded)730725720735E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PONDDESIGNLWIC5.510/18/2019102-18-503TJR/ARS1132COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA0SCALE: 1"=50'501002575N LANDSCAPING NOTES:1.EXAMINATION OF SITE: INSTALLER SHALL VISIT THE SITE OF WORK TO ACQUAINT HIMSELF WITH CONDITION AFFECTING HIS WORK. BY SUBMISSION OF BID, INSTALLER ACKNOWLEDGES HE HAS COMPLIED WITH ALL REQUIREMENTS AND NO ADDITIONAL COMPENSATION OR RELIEF FROM ANY OBLIGATION OFCONTRACT WILL BE CONSIDERED BECAUSE OF LACK OF KNOWLEDGE OF THE SITE CONDITIONS.2.NOTES ON DRAWINGS: INSTALLER IS RESPONSIBLE FOR ALL NOTES ON DRAWINGS WHICH CALL ATTENTION TO PARTICULAR REQUIREMENTS OR CONDITIONS WHICH MAY OR MAY NOT BE INCLUDED IN THE WRITTEN SPECIFICATIONS.3.PROTECTION OF EXISTING WORK: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM ALL WORK IN A MANNER THAT PROTECTS COMPLETED WORK BY OTHERS, SUCH AS CURBS, UTILITIES, STORM DRAINAGE, FENCES, DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF ALL DAMAGE IN KIND RESULTING FROM HIS FAILURE TO COMPLY.4.UTILITIES: PRIOR TO CONSTRUCTION OPERATIONS, INSTALLER SHALL VERIFY LOCATIONS OF ALL UTILITIES AND STRUCTURES WHICH MAY OR MAY NOT BE INDICATED ON THE DRAWINGS. HE SHALL CONDUCT WORK SO AS TO PREVENT INTERRUPTION OF SERVICES. ANY DAMAGE SHALL BE REPAIRED TO ITSORIGINAL CONDITION OR SATISFACTION OF UTILITY COMPANY AT NO EXPENSE TO OWNER.5.RIGHT-OF-WAYS: ANY WORK PERFORMED WITHIN A STATE, CITY OR UTILITY COMPANY'S R.O.W., SHALL BE PROPERLY PERMITTED, APPROVED AND CONFORM TO THAT GOVERNING AUTHORITY'S SPECIFICATIONS.6.SUBSTITUTIONS: NO SUBSTITUTIONS OF PRODUCTS, PLANT TYPES OR SIZES SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE OWNER AND LANDSCAPE ARCHITECT. REQUESTS FOR SUBSTITUTION SHALL BE IN WRITING, AND SHALL STATE THE REASONS FOR THE SUBSTITUTION REQUEST, THESUGGESTED ALTERNATIVE, AND THE CHANGES IN COST. REQUESTS IN PLANT MATERIALS SHALL STATE THE NAMES OF NURSERIES WHO HAVE BEEN UNABLE TO SUPPLY THE ORIGINALLY SPECIFIED MATERIAL.7.QUANTITIES: QUANTITIES OF PLANTS AS SHOWN BY PLANT SYMBOLS ON THE PLAN SHALL GOVERN OVER THE QUANTITIES SHOWN IN THE PLANT LIST. THE CONTRACTOR IS TO VERIFY PLANT LIST TOTALS WITH QUANTITIES SHOWN ON PLAN. THE LANDSCAPE ARCHITECT SHALL BE ALERTED BY THECONTRACTOR OF ANY DISCREPANCIES PRIOR TO FINAL BID NEGOTIATION.8.PLANT MATERIALS: ALL PLANT MATERIALS SHALL CONFORM TO THE APPLICABLE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AMERICAN STANDARD FOR NURSERY STOCK. ANSI Z60.1, LATEST EDITION. PLANT MATERIALS SHALL HAVE BEEN GROWN UNDER CLIMATIC CONDITIONSSIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. BOTANICAL NAMES TAKE PRECEDENCE OVER COMMON NAMES. NOTE: PLANTS BUDDING INTO LEAF OR HAVING TENDER GROWTH, SHALL BE SPRAYED WITH AN ANTI-DESICCANT AT GROWER PRIOR TO DIGGING. ALL TRESS SHALL HAVE A STRAIGHTCENTRAL LEADER.9.INSTALLATION: INSTALL AS PER WRITTEN SPECIFICATIONS AND PLANTING DETAILS. AFTER PLACEMENT OF MATERIAL, CONSTRUCT AN EARTHEN SAUCER AROUND THE ROOT BALL AND FILL WITH WATER. WHILE WATERING, INSERT A ROD INTO SOIL AND ROTATE TO RELEASE ANY AIR AND CONTINUE UNTILNO MORE WATER WILL PERCOLATE INTO THE SOIL. FILL HOLES LEFT BY ROD AND SETTLEMENT. REMOVE ALL BAMBOO SHAFTS AND PLASTIC TAPE FROM TRUNKS PRIOR TO PLACING IN TREE PIT. REMOVE SOIL FROM TOP OF ROOT BALL IN ORDER TO EXPOSE ROOT FLARES.10.TREE PITS: INSTALLER SHALL DIG A TEST TREE PIT FOR PERCOLATION. FILL HOLE HALF WAY WITH WATER. IF TREE PIT WILL NOT PERCOLATE AT A RATE SUFFICIENT ENOUGH TO INSURE PROPER ROOT GROWTH AND SURVIVAL, RAISE THE ROOT BALL TO THE MINIMUM HEIGHT ABOVE SURROUNDING GRADETO INSURE PROPER ROOT GROWTH AND SURVIVAL.11.TOPSOIL: UNLESS OTHERWISE SPECIFIED, INSTALL A MINIMUM OF 4 INCHES OF APPROVED TOPSOIL OVER ALL AREAS TO BE TURFED AND LANDSCAPED.12.GUARANTEE & MAINTENANCE: ALL PLANT MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF TWELVE MONTHS BEGINNING AT TIME OF WRITTEN ACCEPTANCE. ALL SODDED AND AREAS SHALL BE GUARANTEED UNTIL A FULL HEALTHY STAND OF GRASS IS ACHIEVED ANDACCEPTABLE TO OWNER. TREES, SHRUBS, AND GRASS SHALL BE MAINTAINED (AS A PART OF THE ORIGINAL BID) IN A HEALTHY GROWING CONDITION UNTIL FINAL INSPECTION AND APPROVAL BY OWNER. MAINTAIN BY WATERING ON A REGULAR BASIS, APPLICATIONS OF FERTILIZER, INSECTICIDES ANDFUNGICIDES WHEN REQUIRED. "STRAIGHTEN LEANING PLANTS AND RAISE PLANTS THAT HAVE SETTLED. REMOVE DEAD OR DYING PLANTS AND REPLACE WITH A PLANT MATERIAL AS ORIGINALLY SPECIFIED AND CARRY SAME GUARANTEE.SODDING NOTES:1.SOIL TEST REPORT: INSTALLER SHALL PROVIDE AND PAY FOR A SOIL TEST REPORT TO DETERMINE TYPE AND QUANTITIES OF FERTILIZERS AND OTHER AMENDMENTS NECESSARY TO ESTABLISH PROPER PH FACTOR AND NUTRIENTS TO BRING EXISTING SOIL TO A SATISFACTORY LEVEL FOR PLANTGROWTH. TESTING SHALL INCLUDE EXISTING SOIL AND TOPSOIL. FURNISH COPIES OF SOIL TEST REPORT TO LANDSCAPE ARCHITECT AND OR ENGINEER. CONTACT LOCAL COUNTY AGENT FOR TESTING.2.PREPARATION: INSTALL 4 INCHES OF APPROVED TOPSOIL OVER ALL AREAS TO BE SODDED. RAKE SMOOTH TO FINISHED GRADES SHOWN. ADD FERTILIZERS AND OTHER SOIL AMENDMENTS IN QUANTITIES AS RECOMMENDED IN THE SOIL TEST REPORT, UNLESS OTHERWISE SPECIFIED IN THESPECIFICATIONS.3.SOD: PROVIDE FRESH WELL-ROOTED SOD FREE OF WEEDS, NUTGRASS, DISEASE, INSECTS, AND OTHER GRASSES. SOD SHALL BE MACHINE CUT WITH CLEAN SHARP EDGES TO A UNIFORM THICKNESS WITH 1 ½ INCHES OF TOPSOIL AND A TURF HEIGHT OF 1 TO 1 ½ INCHES. MOW PRIOR TO CUTTING.4.INSTALLATION: INSTALL WITH TIGHT FITTED JOINTS. LAY PERPENDICULAR TO DIRECTION OF SLOPE. STAGGER STRIPS TO OFFSET JOINTS OF ADJACENT COURSES. SET SOD BY ROLLING WITH A WATER BALLAST ROLLER AND WATER THOROUGHLY TO SATURATE SOD AND SUBSOIL. SECURE SOD WITHSTAPLES ON SLOPES 2.5:1 AND STEEPER.5.GUARANTEE & MAINTENANCE: ALL SODDED AREAS SHALL BE GUARANTEED AND MAINTAINED IN STRICT ACCORDANCE WITH THE SPECIFICATION. MAINTAIN ALSO BY WATERING, FERTILIZING, MOWING, WEEDING, APPLICATIONS OF HERBICIDES, FUNGICIDES, INSECTICIDES, UNTIL A FULL HEALTHY STAND OFGRASS, FREE FROM WEEDS, DISEASE, AND INSECTS IS ACHIEVED AND ACCEPTABLE TO OWNER. REPLACE ANY DEAD SOD. STABILIZATION NOTES:1.PERMANENT STABILIZATION SHALL BE ACCOMPLISHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH VEGETATION, OR OTHER FORMS OF SOIL STABILIZATION.2.THE CONTRACTOR IS REQUIRED TO INITIATE PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY UPON REACHING FINAL GRADE. FOR THOSE AREAS NOT AT FINAL GRADE THAT WILL NOT BE DISTURBED FOR GREATER THAN 13 DAYS, THE CONTRACTOR SHOULD INITIATE TEMPORARY STABILIZATIONPER THE TEMPORARY SEEDING OR STABILIZATION DETAIL.3.THE CONTRACTOR HAS 7 DAYS FROM INITIATION OF STABILIZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION.4.SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD.5.FINAL SITE STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATIVE COVER PROVIDES PERMANENT STABILIZATION WITH A UNIFORM DENSITY GREATER THAN 85 PERCENT OVER THE ENTIRE AREA TO BE STABILIZED BY VEGETATIVE COVER.BERMUDA SOLID SODTOP OF BERM (TYP.)HYDROSEED REQ'D BETWEEN VEGETATIVE SHELF AND BERM(TYP.)VEGETATIVE SHELF REQ'D.6' WIDE, 6H:1VPLANT AND MIX EQUALLY PER THE FOLLOWING ATA COMBINED DENSITY OF 50 PLANTS PER 200 SF:1.EUPATORIADELPHUS FISTULOSUS (JOE PYEWEED)- 5" POT (350 COUNT)2.ASCLEPIAS INCARNATA (SWAMPMILKWEED)- 3" POT (350 COUNT)3.LOBELIA CARDINALIS (CARDINAL FLOWER)3" POT (350 COUNT)RIP RAP REQ'D (TYP.) . SEE EROSION CONTROL PLANSPERMANENT POOLVEGETATIVE SHELFHYDROSEEDBERMUDA SOLID SODHYDROSEED REQ'D BETWEENVEGETATIVE SHELF AND BERM (TYP.)VEGETATIVE SHELF REQ'D.6' WIDE, 6H:1VPLANT AND MIX EQUALLY PER THE FOLLOWING AT A COMBINED DENSITY OF 50 PLANTS PER 200 SF:1.EUPATORIADELPHUS FISTULOSUS (JOE PYE WEED)- 5" POT (550 COUNT)2.ASCLEPIAS INCARNATA (SWAMP MILKWEED)- 3" POT (550 COUNT)3.LOBELIA CARDINALIS (CARDINAL FLOWER) 3" POT (550 COUNT)BERMUDA SOLID SODTOP OF BERM (TYP.)RIP RAP REQ'D (TYP.) . SEE EROSION CONTROL PLANSEAST POND1" = 50'NORTH POND1" = 50'PROPOSED DETENTION BASINEASEMENTPROPOSED DETENTION BASINEASEMENTC-2887
WWWWWWGASGASOHPOHPOHPOHPCOMMCOMMCOMMCOMMN0SCALE: 1"=30'30601545E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020SITEUTILITY PLANLWIC6.010/18/2019102-18-503TJR/ARS1232COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINAFIRE SERVICE FDOMESTIC WATER WGASGASSANITARY SEWER SSFIRE HYDRANTCLEANOUTCOOVERHEAD POWEROHP16"x6" HOT TAP W/ TAPPINGVALVE & SLEEVE BY DEVELOPER'SUTILITY CONTRACTOR± 40 LF JACK & BORE W/6" CL 350 DI WATERLINE & 12"CASING PIPE6" CL 350 DI WATERLINE
6" 90° MJ BEND W/THRUST BLOCKPROPOSED 1.5" TYPE K COPPER WATER SERVICE,WATER METER, AND RPZ BACKFLOW PREVENTERPER CITY OF GASTONIA STANDARD DETAIL718-30 (ABOVE GROUND)FIRE HYDRANT ASSEMBLY W/MJ TEE & THRUST BLOCK6" 22.5° MJ BEND W/THRUST BLOCK6" FIRE SERVICE W/ ABOVE GROUNDDDC BACKFLOW PREVENTER PER CITYOF GASTONIA DETAIL 718-48SEPTIC TANK W/ AT GRADEACCESS PER HEALTH DEPT.PERMIT REQUIREMENTS(SEE PERMIT)PROPOSED OVERHEAD POWERSERVICE. COMMUNICATIONSTO UTILIZE SAME ROUTE & POLESSEPTICDRAIN FIELD(SEE HEALTHDEPT. PERMIT)RELOCATED OVERHEAD POWER,FINAL LOCATION TO BE COORDINATEDW/ RUTHERFORD ELECTRIC CORP.APPROXIMATE LOCATIONOF EXISTING 16" WATER LINEAPPROXIMATE LOCATIONOF EXISTING 6" GAS LINE1.5" TYPE K COPPER SEE ELECTRICAL PLANSFOR POWER CONTINUATIONGASTON COUNTY
CITY OF GASTON
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NOTE:1. RESTRAINED JOINT PIPING REQUIRED IN JACK & BORE CASINGREVISED PER AHJ COMMENT 08/12/2019
REVISED PER CITY COMMENT 10/18/2019
SS
FWWFC-2887333REVISED PER CITY COMMENT 1/29/2020 SEE PLUMBING PLANSFOR POWER CONTINUATIONSANITARY SEWER CLEANOUT
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 60012/20/2019REVISED PER COUNTY COMMENTS 4-11-19 EROSION CONTROL NOTES:1.SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALLFEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OFINTENT"(NOI) FROM GASTON COUNTY NATURAL RESOURCES. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS,ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCEWITH GASTON COUNTY RULES & REGULATIONS. DOCUMENTATION OFINSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THECONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY ANDALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.3.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURINGTHE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEENPERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION ANDMAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTORAND SHALL BE AT NO ADDITIONAL COST TO THE OWNER4.EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM.ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENTSILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITEOR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS.5.EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THEFOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS,DETENTION PONDS, STRAW WATTLES , CHECK DAMS, FILTER BERMS, JUTEMATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSIONBERMS, ETC.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSIONCONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LANDDISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUPAND/OR REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER.7.EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTILTHE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALLGREATER THAN 0.75 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATERTHAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24HOUR PERIOD.8.AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALLDISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSIONCONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREACLEANED AND DRESSED.9.DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THATCAUSES EROSION OF THE SITE OR POLLUTION TO ADJACENT PROPERTIES,STREAMS, DITCHES, OR PUBLIC ROADWAYS.10.A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITEENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLICOR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUSTBE CLEANED AT THE END OF EACH WORKDAY.11.ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICALSEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY ONE TIME.12.ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BESEEDED AND MULCHED IN ACCORDANCE WITH NORTH CAROLINA EROSIONCONTROL REGULATIONS.13.ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL ANDPERMANENT GRASSING UNLESS OTHERWISE INDICATED ON THE LANDSCAPEPLAN.14.PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC.AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED.15. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROMSEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC.16.WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THECOMPLETION OF EACH INLET AS INSTALLED.17.RIP RAP SHALL BE PLACED AT EACH HEADWALL IMMEDIATELY FOLLOWINGCONSTRUCTION OF EACH HEADWALL.18.GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALLBE NORTH AMERICAN GREEN [SC150] OR APPROVED EQUAL UNLESSOTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PERTHE MANUFACTURER'S RECOMMENDATIONS.19. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALLBE NORTH AMERICAN GREEN C150 OR APPROVED EQUAL UNLESS OTHERWISENOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THEMANUFACTURER'S RECOMMENDATIONS.20.GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1' UP EACH SIDE.GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 OR APPROVED EQUALUNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLEDPER THE MANUFACTURER'S RECOMMENDATIONS.N0SCALE: 1"=200'200400100300TEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.BASIN DESIGN TABLEBASINQAREAWLSIDEDEPTHTOPBOTTOMSPILLWAYSKIMMERORIFICEDEWATERBAFFLEBASINID(CFS)(AC.)(FT)(FT)SLOPE(FT)ELEV.ELEV.WIDTHSIZE(IN.)(IN.)TIME (DAY)SPACINGVOLUME (CF)129.513.54741504:137427393032.53.3837.525,6262A10.44.75601204:14746742102.51.53.613018,6452B7.83.59501104:147137091221.53.0427.511,316358.526.8724804:1371371038534.024584,384427.815.95752004:1372071730532.395535,6765A52.87441204:137817781021.52.433010,5125B2.41.3850804:13753750101.513.04107,89667.14.07501304:13747744102.51.53.0932.513,5964A11.16.34551374:137517481131.54.391518,5754B2.71.55601004:13760757101.513.421512,816DITCH DESIGN TABLEDITCHQLSSHAPEMATERIALSIDEBOTTOMDEPTHID(CFS)(FT)(FT/FT)SLOPEWIDTH(FT)(FT)1A19.476000.05TRAPEZOIDALSYNTHETIC4:160.51B8.853000.09TRAPEZOIDALGRASSED4:12.50.52A-A10.45000.06TRAPEZOIDALGRASSED4:120.72A-B5.25000.01TRAPEZOIDALGRASSED4:130.672B-A*7.84000.06TRAPEZOIDALGRASSED4:130.52B-B*3.93500.07TRAPEZOIDALGRASSED4:110.53A42.7916000.01TRAPEZOIDALSYNTHETIC4:1813B18.257000.06TRAPEZOIDALSYNTHETIC4:150.53C4.062000.04TRAPEZOIDALGRASSED4:140.53D12.66000.01TRAPEZOIDALGRASSED4:130.674A2.253000.03TRAPEZOIDALGRASSED4:140.54B2.253500.07TRAPEZOIDALGRASSED4:140.54C1.52500.06TRAPEZOIDALGRASSED4:140.54D1.22000.03TRAPEZOIDALGRASSED4:140.54E*13.966000.08TRAPEZOIDALSYNTHETIC4:140.44F10.585000.01TRAPEZOIDALGRASSED4:180.674G*5.292500.06TRAPEZOIDALGRASSED4:120.54H*5.292000.03TRAPEZOIDALGRASSED4:120.54I10.583000.02TRAPEZOIDALGRASSED4:180.54J13.965000.08TRAPEZOIDALGRASSED4:180.54K5.295000.05TRAPEZOIDALGRASSED4:120.55A-A2.52250.02TRAPEZOIDALGRASSED4:110.55A-B2.51500.01TRAPEZOIDALGRASSED4:110.55B-A3.31000.08TRAPEZOIDALGRASSED4:110.55B-B3.31000.08TRAPEZOIDALGRASSED4:110.56A10.55500.05TRAPEZOIDALGRASSED4:140.676B9.256500.05TRAPEZOIDALGRASSED4:140.56C3.551500.07TRAPEZOIDALGRASSED4:110.5DVDVDVDVDVDVDVDVDVDVDVDVDVBASIN 1BASIN 2BASIN 4BASIN 3BASIN 6SBSB150'X150' CONSTRUCTIONLAYDOWN YARDCONSTRUCTIONENTRANCECEPBASIN 5ASBSKIMMER BASIN #6 W/OUTLET PROTECTIONSBFLOODWAYWETLANDZONELONG CREEKBESSEMER DA
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DROPTSBASIN LINE (TYP.)TSTSABAB2B-ACBCDWATSTS4ACDW4F4HATSCDW5B5A6C6ATSTS6BSUB-BASIN LINE(TYP.)OPSKIMMER BASIN #3 W/RISER& OUTLET 24" HDPE DISCHARGEPIPE & OUTLET PROTECTIONPHASE I SEQUENCE OF CONSTRUCTION1. INSTALL CONSTRUCTION ENTRANCE2. SET LIMITS OF DISTURBANCE & INSTALL PERIMETER SEDIMENT CONTROLS (SEDIMENT BARRIER).3. PRIOR TO CLEARING ACTIVITIES, INSTALL SEDIMENT TRAP/BASINS IN AREAS TO BE CLEARED. LIMIT ACTIVITY WHERE PRACTICABLE TO ONE BASIN AT A TIME.4. AS CLEARING PROGRESSES, INSTALL DIVERSION DITCHES TO DIRECT RUNOFF TO SEDIMENT TRAP/BASIN. ADJUST DIVERSION DITCHES FOR DISCREPANCIES BETWEEN SURVEY & SITE CONDITIONS.5. IMMEDIATELY STABILIZE AREAS OF CLEARING, ONCE ACTIVITY HAS CEASED50' BUFFER20' BUFFERSTREAM CHANNEL20' BUFFEROFF WETLANDS10' BUFFEROFF FLOOD ZONELINE20' BUFFEROFF WETLANDSTEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCELODLODLODLODLODSBNSBNCITY LIMITS LINEDRAWING INDEXEC.1 PHASE 1 EROSION CONTROLEC.1A PHASE 1 EROSION CONTROLEC.1B PHASE 1 EROSION CONTROLEC.2 SITE SOILS & BUFFERSEC.5 EROSION CONTROL DETAILSSURVEYSKIMMER BASIN #2AW/ OUTLET PROTECTIONSBNOPSBNTSTSSBNSBNSKIMMER BASIN #5B W/OUTLET PROTECTION20' PROPERTY BUFFER/ LIMITS OF DISTURBANCEBASIN 5BREVISED PER COUNTY COMMENTS 7-11-19SKIMMER BASIN #1 W/RISER& OUTLET 24" HDPE DISCHARGEPIPE & OUTLET PROTECTIONNOTE:ENSURE OUTLET CONFIGURATIONS DISCHARGE OVER STABILIZEDGROUND & THROUGH SILT FENCE OUTLET OR OFF-SITE.* DIVERTED TO BASIN 3D2B-B2B-ASKIMMER BASIN #4A W/OUTLET PROTECTION4D4BREVISION FOR UNMAPPED WATER 11-21-19
FEATUREPHASE 1EROSION CONTROLPLAN(CLEARING)LWIEC.111/21/2019102-18-503TJR1332COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA 6RSBROCK SEDIMENT FENCERSBSPILLWAYSPILLWAY55REVISED PER COUNTY COMMENTS 12-3-19555CdRCdRCdRCdR
REVISED PER COUNTY COMMENTS 12-20-19 C-2887
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 60012/20/2019REVISED PER COUNTY COMMENTS 4-11-19SEE SHEET EC.1BDVDVDVDVDVDVDVDVBASIN 1BASIN 2BASIN 3SBSBSBSBTSBASIN LINE (TYP.)TSTSABABDCBCDWATSOPLODLODLODSBNSBNSKIMMER BASIN #2AW/ OUTLET PROTECTIONOPSBNTSOPSBSPILLWAYSPILLWAY150'X150' CONSTRUCTIONLAYDOWN YARDN0SCALE: 1"=100'10020050150PHASE I SEQUENCE OF CONSTRUCTION1. INSTALL CONSTRUCTION ENTRANCE2. SET LIMITS OF DISTURBANCE & INSTALL PERIMETER SEDIMENT CONTROLS (SEDIMENT BARRIER).3. PRIOR TO CLEARING ACTIVITIES, INSTALL SEDIMENT TRAP/BASINS IN AREAS TO BE CLEARED. LIMIT ACTIVITY WHERE PRACTICABLE TO ONE BASIN AT A TIME.4. AS CLEARING PROGRESSES, INSTALL DIVERSION DITCHES TO DIRECT RUNOFF TO SEDIMENT TRAP/BASIN. ADJUST DIVERSION DITCHES FOR DISCREPANCIES BETWEEN SURVEY & SITE CONDITIONS.5. IMMEDIATELY STABILIZE AREAS OF CLEARING, ONCE ACTIVITY HAS CEASEDDRAWING INDEXEC.1 PHASE 1 EROSION CONTROLEC.1A PHASE 1 EROSION CONTROLEC.1B PHASE 1 EROSION CONTROLEC.2 SITE SOILS & BUFFERSEC.5 EROSION CONTROL DETAILSSURVEYREVISED PER COUNTY COMMENTS 7-11-19 SKIMMER BASIN #3 W/RISER& OUTLET 24" HDPE DISCHARGEPIPE & OUTLET PROTECTIONSKIMMER BASIN #1 W/RISER& OUTLET 24" HDPE DISCHARGEPIPE & OUTLET PROTECTIONDV4FTSCDW4E4HDVDV2B-B2B-A2A-A4GREVISION FOR UNMAPPED WATER 11-21-19
FEATUREPHASE 1EROSION CONTROLPLAN(CLEARING)LWIEC.1A10/30/2019102-18-503TJR1432COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA SPILLWAYTEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCERSBROCK SEDIMENT FENCERSBRSBREVISED PER COUNTY COMMENTS 12-3-195 5C-2887REVISED PER COUNTY COMMENTS 12-20-19
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 60012/20/2019REVISED PER COUNTY COMMENTS 4-11-19SEE SHEET EC.1ADVDVBASIN 4BASIN 6CONSTRUCTIONENTRANCECEPBASIN 5ASBFAIRV
IEW
DR6B6A6C6ATSTS6BSUB-BASIN LINE(TYP.)50' BUFFER20' BUFFERSTREAM CHANNELLODLODN0SCALE: 1"=100'10020050150PHASE I SEQUENCE OF CONSTRUCTION1. INSTALL CONSTRUCTION ENTRANCE2. SET LIMITS OF DISTURBANCE & INSTALL PERIMETER SEDIMENT CONTROLS (SEDIMENT BARRIER).3. PRIOR TO CLEARING ACTIVITIES, INSTALL SEDIMENT TRAP/BASINS IN AREAS TO BE CLEARED. LIMIT ACTIVITY WHERE PRACTICABLE TO ONE BASIN AT A TIME.4. AS CLEARING PROGRESSES, INSTALL DIVERSION DITCHES TO DIRECT RUNOFF TO SEDIMENT TRAP/BASIN. ADJUST DIVERSION DITCHES FOR DISCREPANCIES BETWEEN SURVEY & SITE CONDITIONS.5. IMMEDIATELY STABILIZE AREAS OF CLEARING, ONCE ACTIVITY HAS CEASEDSBNSBOPOPTEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCEDRAWING INDEXEC.1 PHASE 1 EROSION CONTROLEC.1A PHASE 1 EROSION CONTROLEC.1B PHASE 1 EROSION CONTROLEC.2 SITE SOILS & BUFFERSEC.5 EROSION CONTROL DETAILSSURVEYSKIMMER BASIN #6 W/OUTLET PROTECTIONSPILLWAYREVISED PER COUNTY COMMENTS 7-11-19BASIN 5BOP4A4BSBN4A4D20' BUFFER (TYP.)50' BUFFER (TYP.)APPROXIMATE LOCATION OF UNMAPPED WATERFEATURE. FINAL LOCATION TO BE FIELDVERIFIED. ADJUST BUFFERS AND SEDIMENTBARRIERS AS REQUIRED.SBSBAPPROXIMATE LOCATION OF UNMAPPED WATERFEATURE. FINAL LOCATION TO BE FIELDVERIFIED. ADJUST BUFFERS AND SEDIMENTBARRIERS AS REQUIRED.REVISION FOR UNMAPPED WATER 11-21-19
FEATURESKIMMER BASIN #5B WITHOUTLET PROTECTIONSKIMMER BASIN #4A WITHOUTLET PROTECTIONSBNPHASE 1EROSION CONTROLPLAN(CLEARING)LWIEC.1B10/30/2019102-18-503TJR1532COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA RSBROCK SEDIMENT FENCEREVISED PER COUNTY COMMENTS 12-3-19TSTS IF VEGETATION FAILS TO ESTABLISH INTHIS AREA, THEN WATTLES SHALL BEUTILIZED AT 100' SPACING ALONGCONTOUR LINES.PSPSCdRCdRCdRUTILIZE ROCK CHECKS IN AREAS OFCONCENTRATED FLOW. (TYP.)CdRCdRPSPSUTILIZE SEDIMENT BARRIER AND/ORWATTLES ALONG CONTOUR LINESTO PREVENT EROSION FROMENTERING STREAM BED.C-2887REVISED PER COUNTY COMMENTS 12-20-19
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N0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020SITE SOILS& BUFFERSLWIEC.210/18/2019102-18-503TJR/ARS1632COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA CeD2MaB2CeB2CeD2PaEChAVaBPaEMaEMaD2MaE20' PROPERTY LINE BUFFER50' BUFFER20' BUFFERSTREAM CHANNELLIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCE20' BUFFEROFF WETLANDS10' BUFFEROFF FLOOD ZONELINE20' BUFFEROFF WETLANDSMAP UNITSYMBOLMAP UNITNAMEHYDROLOGICSOILSGROUPMaEMADISON SANDY LOAM,15 TO 25 PERCENT SLOPESBMaD2MADISON SANDY CLAY LOAM,8 TO 15 PERCENT SLOPES,MODERATELY ERODEDBMaB2MADISON SANDY CLAY LOAM,2 TO 8 PERCENT SLOPES,MODERATELY ERODEDBCeB2CECIL SANDY CLAY LOAM,2 TO 8 PERCENT SLOPES,MODERATELY ERODEDBCeD2CECIL SANDY CLAY LOAM,8 TO 15 PERCENT SLOPES,MODERATELY ERODEDBChACHEWACLA LOAM,0 TO 2 PERCENT SLOPES,FREQUENTLY ERODEDB/DPaEPACOLET SANDY LOAM,15 TO 25 PERCENT SLOPESBVaBVANCE SANDY LOAM, 2 TO 8PERCENT SLOPESCRESIDENTIAL USAGERESIDENTIAL USAGEUNDEVELOPEDAGRICULTURALUSAGERESIDENTIAL &AGRICULTURALUSAGEWETLANDSDAL
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HWYLONG CREEKFAIRVIEW DRIVEDRAWING INDEXEC.1 PHASE 1 EROSION CONTROLEC.1A PHASE 1 EROSION CONTROLEC.1B PHASE 1 EROSION CONTROLEC.2 SITE SOILS & BUFFERSEC.5 EROSION CONTROL DETAILSSURVEYREVISED PER COUNTY COMMENTS 4-11-19
REVISED PER COUNTY COMMENTS 7-11-19
C-2887NOTE:1.FINAL LOCATIONS OF SPRING BOX TO BEFIELD ADJUSTED TO CORRESPOND TOUPPER OF STREAM.2.NO GRADING OR IMPACTS SHALL OCCURWITHIN STREAM OR STREAM BUFFERSUNTIL USACOE AND/OR NCDEQ PERMITSARE OBTAINED.
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N0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 2EROSION CONTROLPLANLWIEC.310/18/2019102-18-503TJR/ARS1732COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINATEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCEDAL
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orth81.737.46993504:1371371060443.164088,3621-East3516.05773504:1374574235432.413066,054DITCH DESIGN TABLEDITCHQLSSHAPEMATERIALSIDEBOTTOMDEPTHID(CFS)(FT)(FT/FT)SLOPEWIDTH(FT)(FT)1A22.613250.015TRAPEZOIDALSYNTHETIC4:141.51B46.196600.03TRAPEZOIDALSYNTHETIC4:141.5227.615600.01TRAPEZOIDALSYNTHETIC4:141.5320.0511250.003TRAPEZOIDALGRASSED4:141.5411.924250.01TRAPEZOIDALSYNTHETIC4:141.5516.776400.01TRAPEZOIDALSYNTHETIC4:141.562.455200.04TRAPEZOIDALSYNTHETIC4:141.5temp1TRAPEZOIDAL4:1REVISED PER COUNTY COMMENTS 7-11-19SPECIAL NOTE:NO IMPACTS ARE TO TAKE PLACE IN EXISTING STREAM BEDSUNTIL USACOE & NDEQ PERMITS FOR IMPACT ARE OBTAINED.C-28873333REVISED PER CITY COMMENT 1/29/2020
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E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 2EROSION CONTROLPLANLWIEC.3A10/18/2019102-18-503TJR/ARS1832COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA3 N0SCALE: 1"=100'10020050150TEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCESBTSTSTSPSPSPSPSDITCH 1BDITCH 2DITCH 3DITCH 4DITCH 6DITCH 2SKIMMER BASIN #1 W/ OUTLET24" RCP DISCHARGE PIPE &OUTLET PROTECTION(EAST POND)SKIMMER BASIN #3 W/ OUTLET30" RCP DISCHARGE PIPE &OUTLET PROTECTION(NORTH POND)LODBASIN # 1 (E)BASIN # 2 (N)LODLODLAYDOWNYARDSBSBDVDVDVDVDVDVDVSEE SHEET EC.3BSPILLWAYDVDVPHASE II SEQUENCE OF CONSTRUCTION1. ADJUST EROSION CONTROL MEASURES AS SITE IS BROUGHT TO GRADE TODIRECT RUNOFF TO SKIMMER BASINS. AS TEMPORARY SKIMMER BASINS AREELIMINATED DUE TO GRADING OPERATIONS, UTILIZE DIVERSION DITCHES TOREDIRECT FLOWS TO SKIMMER BASINS 1 AND 3.2. BRING SITE TO GRADE AS DIRECTED BY GEOTECHNICAL REPORT & THESEPLANS.3. STABILIZE SLOPES AS INDICATED.4. IMMEDIATELY STABILIZE AREAS OF WORK ONCE ACTIVITY HAS CEASED.5. SKIMMER BASIN 1 AND 3 SHALL BE ADJUSTED TO FINAL CONFIGURATION TOACCOMMODATE ALL FLOWS SHALL BE FIRST STEP IN PHASE 2 GRADINGOPERATIONS. BASIN GRADES SHALL BE AS INDICATED ON DESIGN CHARTS.FINAL GRADES FOR BASINS SHALL BE COMPLETED IN PHASE 3.RIP-RAP DITCHSECTIONRIP-RAP DITCHSECTIONRIP-RAP DITCHCDWCDWCDWCDWSPILLWAYRIP-RAP DITCHSECTIONTEMPORARY DIVERSION DITCH(S) TOBE USED TO DIRECT WATER TO DITCH 1A,1B, AND 5 TO DIVERT WATER TO SKIMMERBASIN 3 AS SITE IS BROUGHT TO GRADE& PHASE1SKIMMER BASINS ARE ELIMINATED.REVISED PER COUNTY COMMENTS 7-11-19 2ROCKSBROCKSBROCKSBSPECIAL NOTE:NO IMPACTS ARE TO TAKE PLACE IN EXISTING STREAM BEDSUNTIL USACOE & NDEQ PERMITS FOR IMPACT ARE OBTAINED.C-2887REVISED PER CITY COMMENT 1/29/2020
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705E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 2EROSION CONTROLPLANLWIEC.3B10/18/2019102-18-503TJR/ARS1932COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA 3N0SCALE: 1"=100'10020050150TEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCETSPSPSSBCEPDITCH 1DITCH 5DITCH 7DVDVDVBASIN # 2 (N)LODLODSEE SHEET EC.3ADVDVDVCDWCDWCDWCDWCDWCDWCDWPHASE II SEQUENCE OF CONSTRUCTION1. ADJUST EROSION CONTROL MEASURES AS SITE IS BROUGHT TO GRADE TODIRECT RUNOFF TO SKIMMER BASINS. AS TEMPORARY SKIMMER BASINS AREELIMINATED DUE TO GRADING OPERATIONS, UTILIZE DIVERSION DITCHES TOREDIRECT FLOWS TO SKIMMER BASINS 1 AND 3.2. BRING SITE TO GRADE AS DIRECTED BY GEOTECHNICAL REPORT & THESEPLANS.3. STABILIZE SLOPES AS INDICATED.4. IMMEDIATELY STABILIZE AREAS OF WORK ONCE ACTIVITY HAS CEASED.5. SKIMMER BASIN 1 AND 3 SHALL BE ADJUSTED TO FINAL CONFIGURATION TOACCOMMODATE ALL FLOWS SHALL BE FIRST STEP IN PHASE 2 GRADINGOPERATIONS. BASIN GRADES SHALL BE AS INDICATED ON DESIGN CHARTS.FINAL GRADES FOR BASINS SHALL BE COMPLETED IN PHASE 3.TEMPORARY DIVERSION DITCH(S) TOBE USED TO DIRECT WATER TO DITCH 1A,1B, AND 5 TO DIVERT WATER TO SKIMMERBASIN 3 AS SITE IS BROUGHT TO GRADE& PHASE1SKIMMER BASINS ARE ELIMINATED.REVISED PER COUNTY COMMENTS 7-11-19 5' BENCH @ 10:1W/ RIP-RAPSBROCKSBSBROCK3:13:1SBSPECIAL NOTE:NO IMPACTS ARE TO TAKE PLACE IN EXISTING STREAM BEDSUNTIL USACOE & NDEQ PERMITS FOR IMPACT ARE OBTAINED.SEE SPECIAL NOTEC-2887REVISED PER CITY COMMENT 1/29/2020 33SBROCKIMPACT AREAIMPACT AREA
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S N0SCALE: 1"=200'200400100300E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 3EROSION CONTROLPLANLWIEC.410/18/2019102-18-503TJR/ARS2032COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINATEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.DALLAS
BESSEMER
C
ITY
HWYTEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCEPSPSPSPSPSPSPSPSPSPSDITCH 1DITCH 2DITCH 3DITCH 5DITCH 6DITCH 7DITCH 4PHASE III SEQUENCE OF CONSTRUCTION1. INSTALL UTILITIES & ANY UNDERGROUND WORK.2. BEGIN FOOTERS & BUILDING CONSTRUCTION.3. BEGIN PAVING OPERATIONS.4. INSTALL PERMANENT STORMWATER MANAGEMENT FACILITIES.5. INSURE THAT ALL DISTURBED AREAS ARE PERMANENTLYSTABILIZED.SEE SHEET EC.4BMATCHLINESEE SHEET EC.4APSPSPSPSPSFAIRVIEW DRREVISED PER COUNTY COMMENTS 7-11-19
C-2887PERMANENT POOLVEGETATIVE SHELFHYDROSEEDBERMUDA SOLID SODSTANDARD DUTY ASPHALT PAVINGCHIP SEAL DRIVE/ACCESS AISLESCONCRETE PAVING
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N0SCALE: 1"=100'10020050150E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 3EROSION CONTROLPLANLWIEC.4A10/18/2019102-18-503TJR/ARS2132COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA TEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCEDITCH 1(GRASSED)DITCH 2(GRASSED)DITCH 3(GRASSED)DITCH 4(GRASSED)DITCH 6(GRASSED)DITCH 2(GRASSED)PSPSPSPSPSPSPSPSPSPSPSPSPSDITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONDITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONDITCH TO TRANSITIONFROM GRASSED SECTIONTO RIPRAP SECTIONSEE SHEET EC.4BPHASE III SEQUENCE OF CONSTRUCTION1. INSTALL UTILITIES & ANY UNDERGROUND WORK.2. BEGIN FOOTERS & BUILDING CONSTRUCTION.3. BEGIN PAVING OPERATIONS.4. INSTALL PERMANENT STORMWATER MANAGEMENT FACILITIES.5. FINISH EXCAVATION OF SKIMMER BASINS TO 1 AND 3 TO CONVERT TOFINAL STORMWATER PONDS.6. INSURE THAT ALL DISTURBED AREAS ARE PERMANENTLYSTABILIZED.REVISED PER COUNTY COMMENTS 7-11-19NOTE:1.SEE SHEET C5.5 FOR POND PLANTING DETAILS2. SEE SHEETS L1.0-L1.3 FOR ADDITIONALLANDSCAPING MEASURESC-2887PERMANENT POOLVEGETATIVE SHELFHYDROSEEDBERMUDA SOLID SODSTANDARD DUTY ASPHALT PAVINGCHIP SEAL DRIVE/ACCESS AISLESCONCRETE PAVINGCdRCdRCdRCdRCdRCdRCdRCdRCdR
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705E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020PHASE 3EROSION CONTROLPLANLWIEC.4B10/18/2019102-18-503TJR/ARS2232COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA N0SCALE: 1"=100'10020050150TEMPORARY SEEDINGPERMANENT SEEDINGDVPSTSDIVERSION CHANNELWATTLE INLET PROTECTIONRIP RAP CHECK DAMOPWIPCdROUTLET PROTECTIONCONSTRUCTION EXIT PADCDWSBCEPSEDIMENT FENCETOPSOILTSGSODDINGSODSURFACE ROUGHENINGSUIP1INLET PROTECTIONTSTMULCHINGMUECBEROSION CONTROLBLANKETSBNSKIMMER BASINDVDIVERSION DITCH/BERMAREA WITHIN LAND DISTURBANCE: 64.49 ACWATTLE CHECK DAM@ 50' O.C.TEMPORARY SEDIMENTTRAPLODLIMITS OF DISTURBANCEPSPSPSDITCH 1ADITCH 5DITCH 7PSPSPSPSPSSEE SHEET EC.4APHASE III SEQUENCE OF CONSTRUCTION1. INSTALL UTILITIES & ANY UNDERGROUND WORK.2. BEGIN FOOTERS & BUILDING CONSTRUCTION.3. BEGIN PAVING OPERATIONS.4. INSTALL PERMANENT STORMWATER MANAGEMENT FACILITIES.5. FINISH EXCAVATION OF SKIMMER BASINS TO 1 AND 3 TO CONVERT TOFINAL STORMWATER PONDS.6. INSURE THAT ALL DISTURBED AREAS ARE PERMANENTLYSTABILIZED.REVISED PER COUNTY COMMENTS 7-11-19
C-2887PERMANENT POOLVEGETATIVE SHELFHYDROSEEDBERMUDA SOLID SODSTANDARD DUTY ASPHALT PAVINGCHIP SEAL DRIVE/ACCESS AISLESCONCRETE PAVINGNOTE:1.SEE SHEET C5.5 FOR POND PLANTING DETAILS2. SEE SHEETS L1.0-L1.3 FOR ADDITIONALLANDSCAPING MEASURESCdRCdRCdRCdRCdRCdRPSPSPS
FRONT VIEW6" MIN. TRENCH10' MAX O.C.SIDE VIEWFLOW30" MIN.18" MIN.
30" MIN.18" MIN.SPECIAL NOTES:1. SILT FENCE FABRIC SHALL BE PER THE LATEST NORTHCAROLINA EROSION CONTROL HANDBOOK.2. USE D.O.T. APPROVED WOVEN WIRE FENCE.3. USE 4' MIN. STEEL POSTS (1.3 LB/FT MIN.).WOVEN WIREFENCE BACKING24" MIN.
24" MIN.STEEL POSTSGROUND LINENOTES:1. THE WOVEN WIRE FENCING SHALL BE FASTENED TO THEUPSTREAM SIDE OF POSTS BY STAPLES OR WIRE TIES.2. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TOTHE WOVEN WIRE FENCING.STEEL POSTWOVEN WIRE FENCEGEOTEXTILE FABRIC (TYPE A)GROUND LINECOMPACTED SOIL6" MIN.6" MIN.MAINTENANCE SCHEDULE:REMOVE SEDIMENT DEPOSITS WHEN THEY REACH A DEPTH OF15" OR 1/2 THE HEIGHT OF THE FENCE AS INSTALLED TOPROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINAND TO REDUCE PRESSURE ON THE FENCE. SHOULD THEFABRIC OF SILT FENCE COLLAPSE, TEAR, DECOMPOSE ORBECOME INEFFECTIVE, REPLACE IT PROMPTLY.HARD SURFACEPUBLIC ROAD6" MINIMUMNCDOT COARSE AGGREGATEGRADATION NO.1CLASS IV GEOTEXTILEUNDERLINER (SEE NOTES)SPECIAL NOTES :1.A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE LOCATEDWHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM APUBLIC STREET. THE STONE SHALL BE WASHED STONE 2 TO 3 INCHES IN DIAMETER, FILTERFABRIC SHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIREPERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.3.ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BEREMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN NECESSARY,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHEDSTONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.4.IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6" - 8" HIGH WITH3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION APPROXIMATELY 15'AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR BASIN.EXISTING GRADE6"MIN.50' MIN.PUBLIC STREETFILTER FABRIC UNDER STONEELEVATIONPLAN50' TYPICAL20' TYPICALNOTE: TRENCH OPTION IS MOST APPLICABLE INLOOSE, UNCONSOLIDATED SOILS2' MIN45°TO 60°2' O.C.WATTLEWOOD STAKESEE DETAIL 1STAKE TO BE PLACED AT TOEOF SLOPE, BOTH SIDESWATTLEWOOD STAKEWOOD STAKE TO ONLYPENETRATE NETTING,NOT CORE MATERIALCHANNEL BOTTOMFLOWTRENCHSTAKE DETAIL 1(WITH TRENCH)STAKE DETAIL 2(NO TRENCH)FLOWCHANNEL BOTTOM45°TO 60°WOOD STAKETOP OF BLANKETWOOD STAKE TO ONLYPENETRATE NETTING,NOT CORE MATERIALWATTLE2"2' MINFOR RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLESNOTE:WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, ORAPPROVED EQUAL.FLOWSUR
F
ACE

F
LOW
WATTLEANCHOR THROUGH NETTINGANCHOR THROUGH NETTINGSTORM SEWER CURBINLETPLAN VIEWWOOD STAKECHANNEL BOTTOMWOOD STAKEWOOD STAKE TO ONLYPENETRATE NETTING,NOT CORE MATERIALSTAKE DETAIL 1FLOWSTAKE DETAIL 22' MIN
2' MIN WATTLEWATTLEWATTLEWATTLEWOOD STAKE TO ONLYPENETRATE NETTING,NOT CORE MATERIALNOTE:WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, ORAPPROVED EQUAL.SURFACE FLOW
D
IRECT
ION
SURFACE FLOW WOOD STAKE DETAIL 1DIRECTION (TYPICAL)STORM SEWER DROPINLETWOOD STAKESEE DETAIL 2STORM SEWER DROPINLET(TYPICAL)DIR
EC
T
ION

(
T
Y
P
IC
A
L
)MAINTENANCE SCHEDULE:REMOVE SEDIMENT DEPOSITSPROMPTLY AFTER IT HASACCUMULATED TO 1/2 OF THEORIGINAL CAPACITY, TAKINGCARE NOT TO UNDERMINE THEENTRENCHED WATTLES. INSPECTPERIODICALLY FORDETERIORATION OR DAMAGEFROM CONSTRUCTIONACTIVITIES. REPAIR DAMAGEDBARRIER IMMEDIATELY.NOTES:1.ANY DISTURBED AREA SHALL, WITHIN FOURTEEN (14) DAYS OF STOPPING WORK, BEPLANTED OR OTEHRWISE PROVIDED WITH GROUND COVER, MATERIALS, DEVICES,AND/OR STRUCTURES SUFFICIENT TO RESTRAIN ALL FORMS OF EROSION, TO THEMAXIMUM EXTENT PRACTICABLE.2.CONTRACTOR TO COORDINATE PERMANENT SEEDING WITH OWNER.STRAW WITH SEED1 1/2 - 2 TONS(70 LBS - 90 LBS)SPREAD BY HAND OR MACHINE TO ATTAIN 75%GROUNDCOVER; ANCHOR WHEN SUBJECT TO BLOWING.STRAW ALONE (NOSEED)2 1/2 - 3 TONS(115 LBS - 160 LBS)SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TOBLOWING.WOOD CHIPS5-6 TONS(225 LBS - 270 LBS)TREAT WITH 12 LBS. NITROGEN/TON.BARK35 CUBIC YARDS(0.8 CUBIC YARD)CAN APPLY WITH MULCH BLOWER.PINE STRAW1-2 TONS(45 LBS - 90 LBS)SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKESTRAW.PEANUT HULLS10-20 TON(450 LBS - 900 LBS)WILL WASH OFF SLOPES. TREAT WITH 12 LBS.NITROGEN/TON.MILLET, BROWNTOP, OR GERMAN40 LBSMAY 1 -AUG 1ARP 1 - AUG 15APR 1 - AUG15RYE3 BUSEPT 1 -NOV 15SEPT 15 - NOV15SEPT 15 -NOV 15RYEGRASS30 LBSAUG 1 -SEPT 15SEPT 1 - OCT15SEPT 1 -OCT 15SORGHUM - SUDAN HYBRIDS40 LBSMAY 1 -AUG 1APR 15 - AUG 1APR 1 - AUG15SUNDANGRASS40 LBSMAY 1 -AUG 1APR 15 - AUG 1APR 1 - AUG15WHEAT3 BUSEPT 1 -NOV 1SEPT 15 - NOV15SEPT 15 -NOV 15COMMON BERMUDAGRASS10 LBSAPR 1 -JULY 1MAR 15 - JULY15MAR 1 -JULY 15CRIMSON CLOVER10 LBSSEPT 1 -NOV 1SEPT 1 - NOV 1SEPT 1 -NOV 1BAHIAGRASS, PENSACOLA40 LBS--MAR 1 - JULY 1FEB 1 - NOV 1BERMUDAGRASS, COMMON10 LBSAPR 1 - JULY1MAR 15 - JULY15MAR 1 - JULY15BAHIAGRASS, PENSACOLABERMUDAGRASS, COMMON30 LBS5 LBS--MAR 1 - JULY 1MAR 1 - JULY15BERNUDAGRASS, HYBRID(LAWN TYPES)SOLID SODANYTIMEANYTIMEANYTIMEBERNUDAGRASS, HYBRID(LAWN TYPES)SPRIGS1/SQ FTMAR 1 - AUG1MAR 1 - AUG 1FEB 15 -SEPT 1FESCUE, TALL40 - 50 LBSSEPT 1 - NOV1SEPT 1 - NOV 1--SERICEA40 - 60 LBSMAR 15 -JULY 15MAR 1 - JULY15FEB 15 - JULY15SERICEA & COMMONBERMUDAGRASS40 - 60 LBS10 LBSMAR 15 -JULY 15MAR 1 - JULY15FEB 15 - JULY15SWITCHGRASS, ALAMO4 LBSAPR 1 - JUN15MAR 15 - JUN15MAR 15 - JUN15PLS MEANS PURE LIVE SEED AND IS USED TO ADJUST SEEDING RATES. FOR EXAMPLE:TO PLANT 10 LBS PLS OF A SPECIES WITH GERMINATION OF 80% AND 10% INERT MATERIAL -> 10 LBS / 0.70 = 14.3LBS.15' MIN 50' MIN1" TO 2 12" SIZE COARSE AGGREGATE8" MINGROUND SURFACE1.0%MINNOTE:1. SEE SILT FENCE DETAIL FORINSTALLATION2. ALL RUNOFF FROM VEHICLE WASHDOWNAREA SHALL PASS THROUGH ALL 3 BAYS OFTHE SEDIMENT BASINSILT FENCEDIVERSIONBERMChannelPipe Outlet to Well-definedDSection AAAPlanAAPlanAdSection AAPipe Outlet to Flat Area-No Well-defined ChannelFilterblanketFilterblanketFilterblanketSPECIAL NOTES:1. RIP RAP DISCHARGE APRON SHALL BE INSTALLED AT A ZERO SLOPE.2. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAPAND SOIL FOUNDATION.3. DEPTH OF APRON SHALL BE NO LESS THAN 6".DLaLa3dE N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020EROSION CONTROLDETAILSLWIEC.510/18/2019102-18-503TJR/ARS2332COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA(FRONT VIEWTRENCH6"FENCE BACKINGWOVEN WIRECOIR FABRIC10' MAX O.C.SIDE VIEW6"FLOW(N.T.S.36"34'24" MIN.2"36"24" MIN.34"SPECIAL NOTE: USE STEEL POSTS - ONLY.REVISED PER COUNTY COMMENTS 4-11-19 DISCHARGE PIPE - SEE DETENTION POND DETAILSPILLWAY DETAILSPILLWAY EL. (SEE PLAN)TOP OF BERMSOLID SODSPILLWAY EL=SEE PLANSOLID SODTIE TO BOTTOM OFEXISTING DITCHDISCHARGE EL=MATCH DETENTION POND DETAILWIDTHSLOPESLOPE8'S
L
O
P
E
SLOPETOP OF BERM(SEE PLAN)OUTLET CONTROLSTRUCTURE PERDETAILORIFACE (MATCHDETENTIONPOND DETAIL)TOP OF BERM (SEE PLAN)FAIR CLOTHSKIMMER(SEE DETAIL)NOTES:1.FAIRCLOTH SKIMMER OR APPROVED ALTERNATIVESHALL BE USED.ANTI-SEEP COLLARREVISED PER COUNTY COMMENTS 7-11-19
C-2887
E N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2018Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 6001/31/2020EROSION CONTROLDETAILSLWIEC.610/18/2019102-18-503TJR/ARS2432COPART - FAIRVIEW DRIVE YARD
COPART, INC
GASTONIA, NORTH CAROLINA C-2887
3
This survey coordinated, but not
1 TITLE DESCRIPTION
TRACT
Commercial Due Diligence Services. Survev obtained from and certified to by a land survevor licensed in the state propertv is located.
BEGINNING at an old stone, northeast corner of lands of S. S. Helms, now or formerly, as described in Deed Book 212 at Page 140 in the
Gaston County Registry, and runs thence with the northern margin of the lands of S. S. Helms, North 44 degrees 03 minutes West
1293.78 feet crossing North Carolina Highway No. 275 to an old iron; thence North 37 degrees East 329.6 feet to an old iron; thence
South 61 degrees 10 minutes East 286.65 feet to a point in the center line of the Dallas Bessemer City Road (North Carolina Highway No.
275); thence with the center line of said road, North 56 degrees 55 minutes East 1355.9 feet to a point on the bridge over the center of Big
Long Creek (herein call Point A); thence with the meanders of said Creek in a southeasterly direction 1130 feet, more or less, to a point in
the center line of said Creek, the northeast corner of Tract No. 2 as described in Deed Book 718 at Page 221 in the Gaston County
Registry (herein called Point B), said points A and B connected by traverse line having the following courses and distances; Beginning at
Point A and running South 56 degrees 55 minutes West 90.9 feet, North 83 degrees 28 minutes East 173.7 feet, South 42 degrees 47
minutes East 297.4 feet, South 45 degrees 15 minutes East 273.25 feet, South 52 degrees 17 minutes East 261.25 feet, South 67
degrees 20 minutes East 165.98 feet, and North 38 degrees 45 minutes East 24.66 feet to Point B; thence South 38 degrees 45 minutes
West 858 feet to an iron in the stump hole of a Sycamore; thence North 70 degrees 42 minutes West 67 feet to an iron at the base of a
Water Oak; thence, with Christy Jenkins' line, now or formerly, South 21 degrees 37 minutes West 1878.36 feet to a point in the center of
Vandenburg Road, now called Fairview Drive (State Road No. 1327); thence with the center line of said road the following courses and
distances; North 52 degrees 34 minutes West 158.17 feet; North 62 degrees 16 minutes West 189.45 feet; North 82 degrees 25 minutes
West 282.1 feet to a point in the center of Vandenburg Road, in the line of S. S. Helms, now or formerly, as described in Deed Book 212
at Page 140 in the Gaston County Registry; thence with Helms' line North 16 degrees 09 minutes East 927.27 feet to an old stone, the
point of beginning.
LESS and excepting the following:
BEGINNING at an iron in the northern margin of the 50'right of way of Dallas -Bessemer City Highway (NC Highway 275), said point of
Beginning being situate North 37-09-14 East 94.89 feet from the intersection of the center lines of Dallas -Bessemer City Highway and
Hillcrest Road; and running thence from said point of Beginning, North 44-23-31 West, crossing an iron at 15.55 feet, a total distance of
113.37 feet to an iron; thence with the line of CIVIC Homes, LLC, and Dorothy Cloninger, North 36-52-31 East 329.49 feet to an iron;
corner with Dorothy Cloninger (Book 768 at Page 173) and Gary D. Briggs (Book 4129 at Page 411); thence South 61-17-29 East,
crossing an iron at 250.21 feet, a total distance of 286.26 feet to a point within the right of way of Dallas -Bessemer City Highway; thence
South 56-23-13 West 416.23 feet to a point; thence North 44-23-31 West 32.66 feet to the point and place of Beginning, and containing
1,7570 acres, more or less. The foregoing description is taken from plat of
survey made by Tanner and McConnaughey, P.A., Professional Surveyors, dated April 8, 2014.
TRACT II
Beginning at an old stone near the south margin of right of way for Vandenburg Road (S.R. 1327, 60' in width), said beginning stone being
the southwest corner of lands conveyed, to Gastonia Industrial Realty Co. by deed recorded in Book 894 at Page 188 of the Gaston
County Public Registry and also the southeast corner of lands conveyed in Book 1132 at Page 138.11 feet to a nail in pavement; thence
with east line of lands devised to Gloria Dean Helms and shown in File 73-E-1 of the Clerk of Superior Court for Gaston County, N.
3-27-52 E. 208.50 feet to an iron; thence N. 78-15-08 W. 437.21 feet to an iron; thence S. 3-27-52 W. 208.50 feet to an old iron; thence N.
78-15-08 W. crossing two old irons 997.92 feet to an old stone, corner of Raymond Rhyne and Samuel Duranees, now or formerly;
thence N. 4-05-29 E. 359.44 feet, crossing an old iron to an old stone; thence N. 37-37-29 E. 249.29 feet to an old iron, common corner of
Harper and Hill; thence N. 37-32-32 E. 133.58 feet to an old iron; thence N. 36-45-38 E. 670.27 feet to a point in the center line of
Dallas -Bessemer City Road (N.C. Hwy. 275, 60' in width); thence with Dallas -Bessemer City Road N. 56-59-52 E. 421.58 feet to a point in
the center line of said road; thence with common boundary with lands of Grantee herein the following two courses and distances; S.
43-53-47 E. 1148.29 feet to an old stone next to old iron; and S. 16-19-22 W. 960.05 feet to an old stone, the point and place of beginning
and containing 43.341 acres, more or less. Description is taken from an unrecorded map of survey by Robinson & Sawyer, Inc., revised to
April, 1988.
The property shown hereon represents the same property as described in Chicago Title Insurance Company,
commitment # 18-12247CH, Dated July 17, 2018. Revised August 31, 2018.
The legal description describes the same property as insured in such title insurance commitment and all
property specific exceptions have been noted herein.
AS SURVEYED DESCRIPTION
Being that certain tract or parcel of land lying in Gaston County and being more particularly described as follows
Beginning at a rebar found being the southwesterly corner of Ronald L. Garmon (D.B. 2043, Pg. 241) in the line of Therman L. Poole (D.B.
4969, Pg. 752); thence N 78°15'08" W a distance of 997.94' to a stone found in the line of Danielle C. Daman (D.B. 4635, Pg. 181; thence with
Daman's line N 04°02'39" E a distance of 303.07' to a pipe found the southwesterly corner of Roy D. Jones, Jr.; thence with Jones' line 2 calls:
1) N 04°02'39" E a distance of 56.37' to a stone found; 2) N 37°35'03" E a distance of 248.83' to a rebar found; thence N 37°36'44" E a
distance of 133.72' to a rebar found; thence N 36°43'46" E a distance of 670.27' passing a rebar found at 597.67) to a point in the centerline of
NC Hwy 275 (Dallas Bessemer City Highway; thence with said centerline 6 calls: 1) N 57°07'25" E a distance of 422.07'; 2) N 56°42'44" E a
distance of 499.02'; 3) N 57°15'21" E a distance of 467.99'; 4) N 57°05'29" E a distance of 442.52'; 5) N 57°26'12" E a distance of 271.66'; 6) N
57°34'10" E a distance of 108.60' to a computed point in the centerline of Long Creek; thence with the centerline of Long Creek 10 calls: 1) S
39°10'08" E a distance of 153.53'; 2) S 46°54'15" E a distance of 243.18'; 3) S 39°24'13" E a distance of 32.42'; 4) S 42°32'16" E a distance of
115.58% 5) S 49°52'32" E a distance of 93.86'; 6) S 66°43'41" E a distance of 90.32% 7) S 74°32'55" E a distance of 122.16'; 8) N 74°30'32" E a
distance of 43.64'; 9) N 85°45'23" E a distance of 76.31% 10) S 88°44'09" E a distance of 159.02% to a point in said creek thence S 38°58'21" W
a total distance of 879.46' (passing a rebar set at 38.94') to a rebar set; thence N 70°23'52" W a distance of 67.00' to a 36" water oak; thence S
21 °55'08" W a distance of 1805.82' to a rebar found; thence S 21 °13'04" W a distance of 69.96' to a point in the centerline of Fairview Drive;
thence with said centerline 3 calls: 1) N 52°28'07" W a distance of 158.80'; 2) N 62'10'07" W a distance of 189.45'; 3) N 82'19,07" W a distance
of 283.60' to a point in said centerline; thence S 16°17'33" W a distance of 32.29' to a stone found on the southside of road; thence N
78'16'57" W a distance of 138.15' to point in the southerly portion of the pavement of Fairview Drive; thence leaving said Fairview Drive and
running with Daniel L. Green (D.B. 2805, Pg. 630) 4 calls: 1) N 03°20'39" E a distance of 36.70' to a rebar found; 2) N 03°20'39" E a distance of
167.56' to rebar found; 3) thence N 03°20'39" E a distance of 3.96' to a point in a 3 trucked water oak; 4) N 78°16'22" W a distance of 208.45'
to a rebar found; thence N 78°16'09" W a distance of 228.73' to the northwesterly corner of said Garmon; thence S 03°24'20" W a distance of
208.23' ,which is the point of beginning, having an area of 4,893,095 square feet, 112.33 Acres.
The property shown hereon represents the same property as described in Chicago Title Insurance Company,
commitment # 18-12247CH, Dated July 17, 2018. Revised August 31, 2018.
The Property is the same as that property described in D.B. 894, Pg. 188, May 18, 1995 and D.B 1907, Pg.
769 recorded April 15, 1988, in Gaston County, North Carolina Register of Deeds.
Approved CDS Surveyor
David B. Jordan
P.L.S. #3940
592 Bowles Farm Road
Statesville, NC, 28625
(704)-838-0028
E2llTITLE INFORMATION
The Title Description and Schedule B items hereon are from Chicago Title Insurance
Company, commitment # 18-12247CH, Dated July 17, 2018; Revised: August 31, 2018.
3 SCHEDULE 'B' ITEMS
NOTES CORRESPONDING TO SCHEDULE "B":
O5. Right of Way Agreement to Transcontinental Gas Pipe Line Corporation recorded in Book 920, page 393. (Affects
Tract 1 as shown)
(D6. Right of Way Agreement to the State Highway Commission recorded in Book 1012, page 197 (Does not affect
subject property).
O7 7. Drainage Easement to the Department of Transportation recorded in Book 1766, page 281 (Affects Tract 1;
Unable to plot, R/W plans needed to determine location of stationing. R/W plans not proivded)
Og 8. Deed of Easement to the Department of Transportation recorded in Book 1766, page 283. (Affects tTract 1,
Unable to lot, R/W plans needed to determine location of stationing. R/W plans not roivded
P P 9 P P )
O9. Water Line, Street Right of Way, and General Utility Easement recorded in Book 2024, page 452. (Affects Tract 1
as shown)
5 FLOOD INFORMATION
COMMERC AE
DUE DIEI:;Ef l:- E S, EE . ICE`
1 g SURVEY DRAWING
By graphic plotting only, a portion of this property is located in
Zone 'W', a portion of this property is located in Zone "X
(Shaded)", and a portion of this property is located in Zone
"AE" of the Flood Insurance Rate Map, Community Panel No.
3710353700J, which bears an effective date of 09/28/2007
and a portion is located in a special flood hazard area. No
field surveying was performed to determine this Zone and an
elevation certificate may be needed to verify this determination
or apply for a variance from the Federal Emergency
Management Agency.
Zone "X" denotes areas of minimal flood hazard.
Zone "X (shaded) 0.2% annual chance flood hazard, Areas of
1 % annual chance flood with average depths of less than one
foot or with drainage area of less than one square mile.
Zone "AE" areas where base flood has been determined
6 CEMETERY
There is no visible evidence of cemeteries on the subject property
at the time of survey.
7 STATEMENT OF ENCROACHMENTS
None found at time of survey
This survev coordinated, but not performed, by Commercial Due Diligence Services. Survev obtained from and certified to by a land survevor licensed in the state propertv is located.
14 BUILDING AREA
Parcel is vacant
15 BUILDING HEIGHT
Parcel is vacant
$ ZONING INFORMATION
SITE RESTRICTION: Citv of Gastonia
ZONE - 1-2 (General Industrial District)
SETBACKS
FRONT - 50'
SIDE - 20'
REAR - 30'
HEIGHT - 50' Max
BULK - None
PARKING - Determined by use.
Zoning information obtained from:
FPRZ Report
Job # 121578-1
Dated: June 29, 2018
SITE RESTRICTION: Gaston County
ZONE - 1-2 (Industrial General District)
SETBACKS
FRONT - 50'
SIDE - 20'
REAR - 30'
HEIGHT - 50' Max
BULK - None
PARKING - Determined by use.
Zoning information obtained from:
PRZ Report
Job # 000000
Dated: 06-22-18
Copyright © Commercial Due Diligence Services. This format and style is protected by Copyright, all rights are reserved. Any use of this format and style is strictly prohibited
without prior all rights are reserved. Any use of this format and style is strictly prohibited without prior written permission from Commercial Due Diligence Services.
This survev coordinated. but not performed. by Commercial Due Diligence Services. Survev obtained from and certified to by a land survevor licensed in the state propertv is located. This survev coordinated. but not performed. by Commercial Due
12 PARKING INFORMATION
FNodesginalted parking spaces.
Key to CDS ALTA Survey
1 TITLE DESCRIPTION
2 TITLE INFORMATION
311 SCHEDULE'B' ITEMS
4 SURVEYOR CERTIFICATION
5 FLOOD INFORMATION
6 CEMETERY
1711 POSSIBLE ENCROACHMENTS
8 ZONING INFORMATION
Q LEGEND
10 BASIS OF BEARING
11 SURVEYOR'S NOTES
12 PARKING INFORMATION
113�� LAND AREA
1141� BUILDING AREA
11511 BUILDING HEIGHT
11611 VICINITY MAP
1171� NORTH ARROW / SCALE
8 CLIENT INFORMATION BO
F
XX
1191� SURVEY DRAWING
20 PROJECTADDRESS
Sheet 1 of 2
11 SURVEYOR'S NOTES:D
s
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1. No observable evidence of earth moving work, building
construction or building additions within recent months.
2. No observable evidence of changes in street right of way
lines completed, and available from the controlling jurisdiction
and no observable evidence of recent street or sidewalk
construction or repairs.
3. Property has physical access to Fairview Drive a public R/W
and Hwy 275/Dallas Bessimer City Hwy a public R/W (Property
abuts both Road but there were no designated drive cuts at
time of survey) .
4. All statements within the certification, and other references
located elsewhere hereon, related to: utilities, improvements,
structures, buildings, party walls, parking, easements,
servitudes, and encroachments; are based solely on above
ground, visible evidence, unless another source of
information is specifically referenced hereon.
5. No markers indicating a delineation of wetlands have been
observed during the completion of this survey. Nor has the
surveyor been instructed that there has any wetland marked
on this site by a qualified specialist.
6.NC 811 One Call utility locate services was contacted to
expedite utility location. NC 811 locate: Ticket Numbers:
C182151084, C182151105, C182151110, and C182151122,
all Dated: 08/03/18.
7.AII utilities shown are from observed evidence during field
investigation, and are shown as found marked at time of
survey. No excavation was preformed to verify any of the
underground utility locations. All utility locations should be
verified before any excavation.
8.Utility Companies contacted by NC One Call:
ATT/T (Transmission): 1-803-261-4551
ATT/T (Distribution): 1-800-778-9140
Duke Energy: 1-800-769-3766
City of Gastonia: 704-226-7028, 704-226-7028
Williams Gas Pipelines: 704-975-2635
CenturyLink: 1-877-366-83443
City of Bessimer City: 704-833-03771
Timer Warner Cable - Charter: 1-800-7778-9140
Rutherford Electric Membership: 704-435-5401
PSNC Energy: 1-877-776-2427
9.Reciprocal Easement Agreements ("REAs") have been
denoted on the survey. The limits of any offsite
appurtenant easements, if any, are also shown hereon.
The limits of any REAs of offsite appurtenant and
beneficial easements to the surveyed property are
reported, including the location of all buildings, parking
spaces, and other improvements thereon.
10.No visible evidence of substantial areas of refuse
were observed at the time the fieldwork was performed
18
ALTA/NSPS Land Title Survey
This survey prepared in accordance with the "Minimum Standard
Detail Requirements for ALTA/NSPS Land Title Surveys
(Effective February 23, 2016)
This Work Coordinated By:
FA Commercial Due Diligence Services Co.
CO M M ERC AL
DUE DILIGENCE CEEVICEC
3350 W. Robinson Street, Third Floor
Norman, Oklahoma 73072
Office: 405.253.2444
Toll Free: 888.322.7371
Date: 09-19-18
Drwn By:
D.A.J.
Revision: client
comments
Surveyor
Rer.No: 181113
Date. 09-20-18
Revision: signed sealed&
A rvd B
p y
D.B.J.
Date: 12-14-18
Field Date:
08-16-18
Revision: added topo
Date:
Scale:
Revision:
Prepared For:
Client Ref. No:
20
PROJECTADDRESS
Fairview Drive, Gaston, NC
Project Name:
Gastonia Industrial
CDS Project Number:
18-07-0510
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Services. Survev obtained from and certified to by a land survevor licensed in the state propertv is located.

TYPICAL SLOPE PLANTING DETAILNOT TO SCALE2ROOTBALLFINISH GRADE50NOTE:ALL TREES AND SHRUBS NOT COVERED BY IRRIGATION TO BE AMENDED WITH TERRA SORB WATER RETAINING AGENT, OR APPROVED EQUAL, AS PER MANUFACTURER'S RECOMMENDATIONS.NO SCALEPLAN 120°5" SOIL SAUCER3" PINE STRAW MULCH (TYP.),KEEP MIN. OF 4" AWAY FROMTRUNKALL TREES TO BE PLANTEDWITH ROOT FLARE MINIMUM2" ABOVE FINISH GRADE.MULTI-STRAND #12 GAUGE,WIRE (GALV.)RUBBER HOSE SHEATHTURNBUCKLE3' MIN.12"MIN.PLANTING MIX BACKFILLCOMPACT PLANT MIXTO PREVENT SETTLINGSET TRUNK PLUMBREMOVE DEAD ANDBROKEN BRANCHESSET ROOTBALL ON SUBRADE,REMOVE IMPERVIOUS DEBRISAND TEST AND ASSUREDRAINAGE OF PLANTING PIT.2 x ROOTBALLWIDTHORIGINAL GRADEREMOVE ALL VISIBLEWIRE BASKET ANDBURLAPSCARIFY SIDES OFPLANTING PITSTAKEWIREROOTBALLROOTBALLFINISH GRADENOTES:1. EVERGREEN TREES 2" CAL OR SMALLER TO BE STAKED.2. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMEN- DATIONS FOR PINE TREES.ITEMSIZE{\H0.6x;120°\PTYP. }NO SCALEPLAN 5" SOIL SAUCER3" PINE STRAW MULCH (TYP.),KEEP MIN. OF 4" AWAY FROMTRUNKALL TREES TO BE PLANTEDWITH ROOT FLARE MINIMUM2" ABOVE FINISH GRADE.MULTI-STRAND #12 GAUGE,WIRE (GALV.)RUBBER HOSE SHEATHTURNBUCKLE3' MIN.12"MIN.PLANTING MIX BACKFILLCOMPACT PLANT MIXTO PREVENT SETTLINGSET TRUNK PLUMBPLACE HOSE AT A POINT 2#3OF TRUNK HEIGHTSET ROOTBALL ON SUBRADE,REMOVE IMPERVIOUS DEBRISAND TEST AND ASSUREDRAINAGE OF PLANTING PIT.2 x ROOTBALLWIDTHREMOVE ALL VISIBLEWIRE BASKET ANDBURLAPSCARIFY SIDES OFPLANTING PITTREE HEIGHTDIMENSIONSTAKEWIREROOTBALLEVERGREEN TREE PLANTING DETAILNOT TO SCALE4TYPICAL STAGGERED ROW SPACINGNOT TO SCALE31. SEE PLANTING PLANS FORSHRUB & GROUNDCOVER BED AREAS.2. ROWS SHALL BE STRAIGHT & PARALLEL.3. SPACING SHOWN ON PLANT SCHEDULE (X).XX/2X/2XTYPICAL CONTAINER SHRUB PLANTING DETAILNOT TO SCALE53" PINE STRAW MULCH (TYP.) OVER ENTIRE BED SURFACE, KEEP MULCH MIN. OF 4" AWAY FROM TRUNK.ALL TREES TO BE PLANTEDWITH ROOT FLARE MINIMUM1" ABOVE FINISH GRADE.PLANTING MIX BACKFILLCOMPACT PLANT MIXTO PREVENT SETTLINGSET TRUNK PLUMBSET ROOTBALL ONSUBRADE,REMOVEIMPERVIOUS DEBRISROOT AND SOIL MASS,REMOVE CONTAINER, LIGHTLY SCARIFY, REJECT ROOT BOUND CONTAINERS.2 x ROOTBALLWIDTHFINISH GRADEMIN. 6"GENERAL NOTES1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS.THE LOCATION OF ALL SURFACE AND UNDERGROUND STRUCTURES AND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR AT GROUND BREAK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING STRUCTURES AND UTILITIES TO REMAIN FROM DAMAGE AS REQUIRED DURING CONSTRUCTION, AND TO REPAIR ANY DAMAGE WHICH SHOULD OCCUR TO THE SATISFACTION OF THE OWNER AND/OR DAMAGED PARTYCONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES PRIOR TO CONSTRUCTION.ALL PLANTING AREAS SHALL BE FREE OF OBSTRUCTIONS LARGER THAN 1 1/2" IN SIZE.ALL TREE AND SPECIMEN PLANT MATERIAL SHALL BE LOCATED BY THE CONTRACTOR AT NURSERIES APPROVED PRIOR TO BIDDING.ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE LANDSCAPE ARCHITECT AT THE JOB SITE.THE LOCATION OF ALL TREES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE THE PREPARATION OF BEDS. PLANTING SHALL BE LOCATED WHERE SHOWN ON THE DRAWINGS OR WHERE FIELD LOCATED BY THE LANDSCAPE ARCHITECT. THE LOCATION OF ALL PLANTING BEDS SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE THE PREPARATION OF BEDS PLANTING SHALL BE LOCATEDWHERE SHOWN ON THE DRAWINGS OR WHERE FIELD LOCATED BY LANDSCAPE ARCHITECT.A MINIMUM 72 HOUR NOTICE SHOULD BE GIVEN AND ANTICIPATED BY THE CONTRACTOR FOR THIS REVIEW.MINIMIZE ALL ROOT DISTURBANCE WITHIN THE DRIP LINE OF EXISTING TREES.CONTRACTOR SHALL SUPPLY AND SPREAD 6" TOPSOIL IN SHRUB BEDS AND ALL AREAS TO BE SEEDED, UNLESS OTHERWISE NOTED IN SPECIFICATIONS.THE LANDSCAPE CONTRCTOR SHALL PROVIDE APPROVED TOPSOIL TO PERFORM INCIDENTAL GRADING WORK.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN ALL PLANT AREAS.PLANTS SHALL BE WELL-FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED, AND SHALL BE FREE FROM INJURY, INSECTS, AND DISEASES. PLANTS SHALL EQUAL OR SURPASS QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" AS PUBLISHED BY AMERICANHORT.ORG.ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN.ALL SHRUBS, TREES, AND GROUNDCOVERS SHALL BE PLANTED WITH A SOIL MIXTURE CONSISTING OF 50% TOPSOIL AND ORGANIC MATERIAL AND PER SPECIFICATIONS.FRONT ROW OF SHRUBS SHALL BE PLANTED MINIMUM 24" BEHIND BEDLINE AT LAWNS OR WALKS, AND MINIMUM 36" FROM BACK OF CURB AT PARKING AREAS.BACK ROW OF SHRUB PLANTING SHALL BE PLANTED AT 36" OFF FACE OF BUILDING WALL. GROUNDCOVERS SHALL BE 12" OUT FROM BUILDING WALL AS REQUIRED BY PLANT SPECIFICATIONS.EXCAVATE EDGE OF ALL PLANTING BEDS TO 4" DEPTH TO FORM A NEAT, CRISP DEFINITION.ALL PLANTING BEDS AND TREE PITS IN/AROUND PARKING AREA SHALL BE MULCHED WITH A 3" SETTLED LAYER OF SHREDDED PINE BARK. PLANTED AREAS ON SLOPES STEEPER THAN 3:1 SHALL BE MULCHED WITH A 3" SETTLED LAYER OF PINE STRAW.MULCH ALL AREAS OF ANNUALS AND SPREADING GROUNDCOVER MASS PLANTING WITH 3" OF DOUBLE-HAMMERED BROWN MULCH.GRASS: ALL AREAS TO BE GRASSED SHALL BE TILLED AND GRADED TO A DEPTH OF 6". SLAG OF LIME SHALL BE APPLIED AT A RATE OF 100 POUNDS PER 1,000 SQ. FT. ADD TURF GREEN OR EQUAL (12-5-8 SLOW RATE) AT A RATE OF 50 POUNDS PER 1,000 SQ. FT. SEEDED ARES SHALL BE COVERED WITH A THIN LAYER OF WHEAT STRAW.ALL DISTURBED AREAS NOT PLANTED WITH SHRUBS, TREES, OR SOD, SHALL BE SEEDED.GRADE ALL AREAS FOR APPROVAL BY LANDSCAPE ARCHITECT BEFORE SODDING.SEASONAL COLOR SHALL BE PLANTED IN FLOWERING STATE.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR ONE FULL YEAR FROM DATE OF SUBSTANTIAL COMPLETION.REMOVE ALL GUY WIRES AND STAKE AT END OF GUARANTEE PERIOD.WHEN TREES ARE PLANTED THE MONTHS OF MARCH THROUGH OCTOBER, THE LANDSCAPE CONTRACTOR SHALL AMEND THE SOIL MIX WITH A MOISTURE RETENTION AGENT ('TERRA-SORB' OR EQUAL) FOR EACH TREE INSTALLATION.ALL TREES AND SHRUBS NOT COVERED BY IRRIGATION TO BE AMENDED WITH 'TERRA-SORB' WATER RETAINING AGENT, OR APPROVED EQUAL, PER MANUFACTURER'S RECOMMENDATIONS.ALL SHRUBS MUST BE AT A MINIUM 2' TALL AT INSTALLATION TO COUNT TOWARD REQUIREMENT.LBYD Project NumberSealRevisionDate4Sheet NumberChecked ByDrawn ByDateSheet TitleProject NameSequenceTotalE N G I N E E R SThese drawings and design intent are thesole property of LBYD Inc. which may notbe reproduced without written permission.Ccopyright 2019Birmingham, AlabamaHuntsville, AlabamaAuburn, Alabamawww.lbyd.comLBYD, Inc.E N G I N E E R STampa Bay, FloridaCivil and StructuralEngineers880 Montclair RoadBirmingham, AL 35213Phone [phone]Suite 600102-18-503COPART - FAIRVIEW DRIVE YARDCOPART, INCGASTONIA, NORTH CAROLINALANDSCAPE DETAILSL1.3ABAALR412/13/2019LBYD - 1922TRENCH EDGE FOR ALL PLANT BEDSNOT TO SCALE1NOTE: TRENCH EDGE TO BE LOCATED BETWEEN PLANTING BEDS AND ALL LAWN AREAS ANDAROUND TREE PITS LOCATED IN LAWN AREAS.PINE STRAW MULCH 3" DEPTHTOPSOILLAWN7"3"4"1"TREE PLANTINGStandard Detail71D-41C (FOR SINGLE AND MULTI-STEM TREES)12/13/19PLANTING SCHEDULETrees2VBOUJUZ#PUBOJDBM
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4J[F4QBDJOH$PNNFOUTCynodon dactylonBermuda GrassSeedSeed all disturbed areas not otherwise notedGastonia, NC - Unified Development Ordinance Enacted March 19, 2019 / Updated May 30, 2019Chapter 8 - 8.3.1 COMMERCIAL VEHICLE AND TRUCK STORAGEChapter 11 - Landscape RequirementsK. Planting Yards in Site TrianglesBuffers and landscaping shall be subject to site triangle requiremnets contained in Section 9.7.Section 11.3 - Buffer Yards11.3.2 - Buffer Yard Requirements*No structure present within 100'Section 11.3.3 - Buffer Yard Composition StandardsBuffer yard widths and landscaping shall meet or exceed the follwing standardsAll shrubs are to be of a screening varierty. At least (50) percent of the required shrubs shall be of an evergreen species.Required: Type C - Minimum buffer width a wall, fence, or berm8' tall privacy fence proposed Required: 5 Canopy Trees Required: 4 Understory Trees Required: 30 Shrubs amount and type of plant material per 100 Linear feet.North Side: Required: Wetland - no buffer required Provided: Wetland - no buffer neededSouth Side: 1510 lin. ft.: Required: 61 Understory, 38 Canopy and 453 Shrubs Provided: 61 understory trees, 30 shrubsEast Side: Required: Industrial zone - no buffer required Provided: Industrial zone - no buffer neededWest Side: Existing vegetation meets requirments Provided: Exisitng vegetation meets requirements11.3.5 - Other Buffer Yard StandardsC. Existing Vegetation Existing healthy vegetation may be counted toward the required buffer yard. The landscape plan submitted for approval shall indicate the number, type, size and location of such plant materials.11.4 - Street TreesC. Number of Street Trees RequiredRequired: Existing vegetation meets requirements for all street trees Provided: Existing vegetation meets requirements for all street trees11.5 - Off-Street Parking LandscapingD. QuantitiesLandscaping, as called for in this section, for parking lots for any planned milti-tenant development shall be provided in the following manner:55 Spaces1. Canopy trees - One per fifteen spaces; and (2" cal. Min.)Required: 4 trees Provided 42. Understory trees - One per ten spaces; and (1.5" cal. Min.)Required: 6 trees Provided 63. Shrubs - One per four spaces ( 2' ht. Min )Required: 14 shrubs Provided 14G. DistributionRequired trees shall be located within or adjacent to parking lots in a manner such that no parking space is located greater than seventy-five linear feet from a canopy or undestory tree on the subject property.J. Building Landscaped Areas.Parking areas located in the front or side yards shall be seperated from the exterior wall of a structure by a landscaped area of at least four feet width.Required: buffer screening Provided: 28 shrubsK. Automobile Sales Lots.The storage areas shall be broken by a landscape strip running the depth of the storage area. Said landscape strip shall be at least twenty-five (25) feet in width and shall contain a minimum of fifteen (15) percent of the required landscaping of the storage area (if it were actually a required parking lot).Existing vegetation provides the required screen for the vehicle and trucks storage areas*Gastonia City Administrator and Urban Forester encouraged in addition to existing vegetation and privacy fence, the planting of healthy Deodar Cedar as a continous buffer screen, in place of requirements found above.Dense vegetation surrounding storage area meets requirementsAll vehicle and truck storage areas shall be screened from both a public street (except for I-85) and any adjoining residentially zoned lot with a Type C buffer yard.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake Watershed
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
. Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill cr release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
I NORTH CAROLINA
5-1 Environmental Quality
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING � EFFECTIVE: 04/01/19 1